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Agenda 04/09/2024 Item #16B 2 (Approve the selection committee's ranking and authorize staff to begin contract negotiations with Kisinger Campo & Associates, Corp)04/09/2024 EXECUTIVE SUMMARY Recommendation to approve the selection committee’s ranking and authorize staff to begin contract negotiations with Kisinger Campo & Associates, Corp., related to Request for Professional Services (“RPS”) No. 23-8164, “Design Services for Goodlette Frank Rd- Vanderbilt Beach Rd to Immokalee Road,” so staff can bring a proposed agreement back for the Board’s consideration at a future meeting. (Project 60259) OBJECTIVE: To approve the selection committee’s ranking of RPS No. 23-8164 and direct staff to negotiate an agreement to engage professional design services for the Goodlette Frank Road (from Vanderbilt Beach Road to Immokalee Road) project (the “Project”). CONSIDERATIONS: The Project encompasses approximately a 1.6-mile section of Goodlette-Frank Road from the intersection at Vanderbilt Beach Road, extending north to the intersection of Immokalee Road. Goodlette-Frank Road has bridges over a golf cart pathway and Pelican Marsh Boulevard at approximately 0.8 and 0.7 miles north of Vanderbilt Beach Road. The improvements proposed will provide roadway enhancements and improve safety along the corridor. On July 25, 2023 (Agenda Item 16.K.3), the Board accepted a Quit Claim Deed from the Pelican Marsh Community Development District (the “CDD”), assuming ownership and maintenance of the two bridges carrying Goodlette Frank Road over the golf cart pathway and Pelican Marsh Boulevard, granted an easement to the CDD, authorized the execution of the easement instrument allowing continued access and maintenance underneath the Goodlette Frank Road bridge along Pelican Marsh Blvd., and signed a Collier County Landscape Maintenance Agreement between Collier County and the CDD providing for landscape and irrigation improvements within the Goodlette Frank right-of-way at Pelican Marsh. On June 20, 2023, the Procurement Service Division posted RPS No. 23-8164, Design Services for Goodlette Frank Rd - Vanderbilt Beach Rd to Immokalee Rd. To stimulate interest, staff extended the response deadline for an additional two weeks. Staff performed additional vendor outreach and received two proposals by the August 28, 2023, deadline. Staff reviewed the proposals received and found both firms to be responsive and responsible. A selection committee met on October 13, 2023, and after deliberation, scored the proposals and shortlisted both firms to provide presentations. On November 29, 2023, the selection committee reconvened for presentations and established a final ranking of the firms as follows: Firm Names Final Ranking Kisinger Campo & Associates, Corp. 1 BCC Engineering, Inc. 2 Staff is recommending that the Board approve the selection committee’s ranking and authorize staff to begin contract negotiations with the top ranked firm Kisinger Campo & Associates, Corp. (“Kisinger”). Kisinger is a qualified firm that has designed numerous road and bridge projects in Florida over the past 40 years and recently completed design services for Collier County’s Vanderbilt Drive Bridge Replacement project. If staff is unable to reach a proposed agreement with Kisinger, staff will continue negotiating with the remaining ranked firm consistent with Florida Statutes, § 287.055, the Consultants’ Competitive Negotiation Act, to bring a proposed agreement back for the Board’s consideration. The completed project will be 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 visitor s. 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) will be Road Impact Fees. 16.B.2 Packet Pg. 573 04/09/2024 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. LEGAL CONSIDERATIONS: This item is approved as to form and legality and requires majority vote for Board approval. -SRT GROWTH MANAGEMENT IMPACT: There is no Growth Management impact. However, the completed project will be consistent with the Long-Range Transportation Plan and Objective 1 of the Transportation Element of the Collier County Growth Management Plan to maintain the major roadway system at an acceptable Level of Service. RECOMMENDATION: To approve the selection committee’s ranking and authorize staff to begin contract negotiations with Kisinger Campo & Associates, Corp., related to RPS No. 23-8164, “Design Services for Goodlette Frank Rd- Vanderbilt Beach Rd to Immokalee Rd,” as provided above, so that a proposed agreement can be brought to the Board for consideration at a future meeting. Prepared by: Ray G. Girgis, PE, Project Manager III, Transportation Engineering Division ATTACHMENT(S) 1. 23-8164 Final Ranking (PDF) 2. 23-8164 NORA (PDF) 3. KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (PDF) 4. 23-8164 Solicitation 5. 23-8164 Solicitation (PDF) 16.B.2 Packet Pg. 574 04/09/2024 COLLIER COUNTY Board of County Commissioners Item Number: 16.B.2 Doc ID: 28152 Item Summary: Recommendation to approve the selection committee’s ranking and authorize staff to begin contract negotiations with Kisinger Campo & Associates, Corp., related to Request for Professional Services (“RPS”) No. 23-8164, “Design Services for Goodlette Frank Rd- Vanderbilt Beach Rd to Immokalee Rd,” so staff can bring a proposed agreement back for the Board’s consideration at a future meeting (Project 60259). Meeting Date: 04/09/2024 Prepared by: Title: – Transportation Engineering Name: Ragaey Girgis 02/23/2024 9:58 AM Submitted by: Title: Division Director - Transportation Eng – Transportation Engineering Name: Jay Ahmad 02/23/2024 9:58 AM Approved By: Review: Transportation Engineering Marlene Messam Other Reviewer Completed 02/23/2024 11:48 AM Transportation Engineering Jay Ahmad Other Reviewer Completed 02/26/2024 9:36 AM Procurement Services Francheska Correa Level 1 Purchasing Gatekeeper Completed 02/26/2024 2:29 PM Unknown Lisa Taylor TMSD Reviewer Completed 03/05/2024 12:43 PM Transportation Management Services Department Jeanne Marcella Transportation Management Services Department Completed 03/05/2024 3:36 PM Transportation Management Operations Support Tara Castillo Other Reviewer Completed 03/05/2024 8:39 PM Road Maintenance Ellen Sheffey Other Reviewer Completed 03/06/2024 2:46 PM Transportation Management Services Department Trinity Scott Transportation Completed 03/12/2024 8:51 AM Grants Joanna Partyniewicz Level 2 Grants Review Completed 03/12/2024 11:38 AM Procurement Services Sandra Srnka Procurement Director Review Completed 03/13/2024 1:21 PM County Attorney's Office Scott Teach Level 2 Attorney Review Completed 03/19/2024 11:16 AM County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 03/19/2024 11:43 AM Office of Management and Budget Debra Windsor Level 3 OMB Gatekeeper Review Completed 03/19/2024 12:03 PM Community & Human Services Maggie Lopez OMB Reviewer Completed 03/19/2024 2:41 PM Grants Therese Stanley OMB Reviewer Completed 04/01/2024 4:45 PM County Manager's Office Amy Patterson Level 4 County Manager Review Completed 04/03/2024 10:17 AM Board of County Commissioners Geoffrey Willig Meeting Pending 04/09/2024 9:00 AM 16.B.2 Packet Pg. 575 Selection CommitteeFinal Ranking SheetRPS #: 23-8164Title: Design Services for Goodlette Frank Rd - Vanderbilt Beach Rd to Immokalee RdName of Firm Ray GirgisAnthony StoltsBee Thao Robert WhiteAnthony KhawajaSelection CommitteeFinal Rank Kisinger Campo & Associates, Corp.(KCA)211111.0000BCC Engineering LLC122222.0000Procurement Professional 11/30/2023Kris LopezPage 1 of 116.B.2.aPacket Pg. 576Attachment: 23-8164 Final Ranking (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) Notice of Recommended Award Solicitation: 23-8164 Title: Design Services For Goodlette Frank Rd – Vanderbilt Beach Rd to Immokalee Rd Due Date and Time: August 28, 2023 @ 3:00 PM EST Respondents: Company Name City County State Final Ranking Responsive/Responsible Kisinger Campo & Associates, Corp. Fort Myers Lee FL 1 Yes/Yes BCC Engineering, Inc. Fort Lauderdale Broward FL 2 Yes/Yes Utilized Local Vendor Preference: Yes No On June 20, 2023, the Procurement Service Division released notices of Request for Professional Services No. 23-8164, Design Services For Goodlette Frank Rd – Vanderbilt Beach Rd to Immokalee Rd. Thirty thousand four hundred and seventy-nine (30,479) vendors were notified, and ninety-two (92) vendors viewed the solicitation information. The due date was extended three times for an additional two (2) weeks each time. Staff performed additional vendor outreach, and two (2) proposals were received by the August 28, 2023, due date. Staff reviewed the proposals received and found both firms to be responsive and responsible. The Selection Committee convened on October 13, 2023, and as described in step 1 of the Solicitation documents, scored each of the proposals and shortlisted the two vendors to move to step 2, in the order listed below: Kisinger Campo & Associates, Corp. BCC Engineering, Inc. On November 29, 2023, and the Selection Committee reconvened for step 2, oral presentations, and final ranking. The firms were ranked as follows: Kisinger Campo & Associates, Corp. ranked as 1 BCC Engineering, Inc. ranked as 2 Staff is recommending negotiations with the top ranked firm, Kisinger Campo & Associates, Corp. Contract Driven Purchase Order Driven Required Signatures Project Manager: Procurement Strategist: Procurement Services Director: __________________________________ _________________ Sandra Srnka Date DocuSign Envelope ID: 71011069-2BE2-447A-A849-7F5A75F60221 1/12/2024 1/12/2024 1/12/2024 16.B.2.b Packet Pg. 577 Attachment: 23-8164 NORA (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) Kisinger Campo & Associates, Corp. (KCA) Richard Harrison, PE, Project Manager 13461 Parker Commons Blvd. Suite 104 | Fort Myers, FL 33912 239.278.5999 | rharrison@kcaeng.comwww.kisingercampo.com Request for Professional Services DESIGN SERVICES FOR GOODLETTE FRANK RD. – VANDERBILT BEACH RD. TO IMMOKALEE RD. RPS No. 23-8164 August 28, 2023 for Collier County 16.B.2.c Packet Pg. 578 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 13461 Parker Commons Blvd. | Suite 104 | Fort Myers, FL 33912 | PHONE 239.278.5999 | www.kisingercampo.com August 28, 2023 Collier County Government Procurement Services Division 3295 Tamiami Trail E, Building C-2 | Naples, FL 34112 Attn: Leeann Charles, Procurement Strategist Re: Collier County | Design Services for Goodlette Frank Rd. – Vanderbilt Beach Rd. to Immokalee Rd. | RPS No. 23-8164 Dear Ms. Charles and Technical Review Committee: Kisinger Campo & Associates, Corp.(KCA) understands the Collier County Transportation Division (County) is seeking a uniquely qualiﬁ ed consultant team with the experience and technical knowledge to perform all scope requirements and address the design needs for the roadway and bridge improvements along Goodlette Frank Rd. from Vanderbilt Beach Rd. to Immokalee Rd. in Naples. We have a fully staff ed local offi ce in Fort Myers, led by our experienced local Project Manager (PM), Richard Harrison, PE, with the support of ﬁ rmwide KCA experts and knowledgeable subconsultants. Mr. Harrison has 41 years of extensive design project management experience on transportation projects ranging from large interstate highways to small rural county roads. Additionally, Lucio Martinez, PE, will serve as our Deputy PM (DPM) and Structures Design Engineer- of-Record (EOR). He recently served as Structures EOR on the Emergency Bridge Repairs for the Cape Coral Bridge as part of the Hurricane Ian recovery for Lee County last year. We believe KCA is uniquely qualiﬁ ed to deliver the County exceptional service and technical knowledge for this critical project. Project Understanding: This project encompasses sections of Goodlette Frank Rd. from the intersection of Vanderbilt Beach Rd., extending north to the intersection of Immokalee Rd. The proposed roadway improvements will continue to widen Goodlette Frank Rd. from Vanderbilt Beach Rd. to Immokalee Rd. for approximately 1.6 miles. The proposed improvements will provide roadway enhancements and enhance safety along the corridor. The Florida Department of Transportation (FDOT) is partnering with the County through a Transportation Regional Incentive Program (TRIP) grant. FDOT will provide TRIP funds for the project’s construction phase. Our experts have thoroughly considered the project design and construction challenges from information provided by the County along with detailed site reviews and the evaluation of available as-built and adjacent development plans. Our team is FDOT-prequaliﬁ ed in all relevant work groups and has extensive experience with FDOT funding processes including TRIP and Local Agency Program (LAP)- funded projects. Comparable Experience: KCA’s Florida transportation design experience includes a variety of very similar roadway and bridge improvement projects on both state and local highway systems involving rural and urban sections. KCA was selected in 2022 to perform the design of the 16th Street NE Bridge for Collier County, which includes roadway and bridge improvements along 16th Street NE from Golden Gate Blvd. W. to Randall Blvd. in Naples. KCA’s local design staff also recently completed the Maydell Drive over Palm River Bridge Replacement LAP project in Hillsborough County, which opened in 2022. This project consisted of replacing the closed down 616-foot bridge, reconstructing the roadway approaches, and providing pedestrian connectivity. Mr. Martinez served as DPM on that project. Our local staff , including Mr. Harrison and Mr. Martinez, also completed design of the Big Carlos Pass Replacement project (currently under construction), which included a PD&E Study and ﬁ nal design plans for a 2,300- foot, high-span bridge from Estero Island to Lovers Key in Lee County. Our relevant projects are presented in Tab 2: Past Performance. Project Team: We have assembled a strong, experienced team that possesses, at a minimum, all the requested pre- qualiﬁ cations necessary to deliver this project successfully to the County. Our proposed team is complemented by several highly qualiﬁ ed ﬁ rms, many of which are local, including our major subconsultant Johnson Engineering, Inc. (JEI) for survey/mapping, utility design, utility coordination, subsurface utility engineering (SUE), constructability/ biddability review, and landscape architecture. We have also teamed with two MBE/DBE ﬁ rms in Capital Consulting Solutions, LLC (Capital) [MBE/DBE] for traffi c data collection and signing and pavement markings (S&PM) and Tierra, Inc. (Tierra) [MBE] for geotechnical engineering and structural testing. We have also teamed with Chronicle Heritage (CH) for cultural resources. Our team is fully committed to providing the County PM, Ray Girgis, PE, with outstanding services through an eff ective, practical, and constructable design. Our team commits to being responsive to Collier County and all of the vested stakeholders, delivering plans and documents that minimize the time required from Collier County, and ensuring the best interests of the County and the general public are always met. All project management and design services will be provided by our full-service, locally based team, who are available and committed to making the Goodlette Frank Rd. design project our top priority and a success for Collier County. We appreciate the opportunity to submit our qualiﬁ cations and experience and look forward to working with Collier County on this important project. Sincerely, Kisinger Campo & Associates, Corp. Guillermo Madriz, PE, Vice President/Director of Corporate Operations Kisinger Campo & Associates, Corp. 13461 Parker Commons Blvd. Suite 104 | Fort Myers, FL 33912 Richard Harrison, PE, Project Manager o. 239.278.5999 | rharrison@kcaeng.com i 16.B.2.c Packet Pg. 579 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Collier County | Design Services for Goodlette Frank Rd. – Vanderbilt Beach Rd. to Immokalee Rd. | RPS No. 23-8164 | ii Cover Letter i Table of Contents ii Tab 1 | Ability of Professional Personnel 1-1 to 1-109 Organizational Chart 1-2 Key Personnel Resumes 1-11 to 1-109 Tab 2 | Certiﬁ ed Minority Business Enterprise 2-1 Tab 3 | Past Performance 3-1 to 3-11 Form 5: Reference Questionnaires 3-7 to 3-11 Tab 4 | Project Approach, Willingness to Meet Time/Budget Requirements 4-1 to 4-7 Proposed Project Schedule 4-7 Tab 5 | Location 5-1 to 5-2 Tab 6 | Recent, Current, and Projected Workload 6-1 to 6-2 Tab 7 | Required Form Submittals 7-1 to 7-30 »Vendor Checklist »Form 1: Vendor Declaration Statement »Form 2: Conﬂ ict of Interest Certiﬁ cation »Proof of Status from Division of Corporations - Florida Department of State (Sunbiz) »Form 3: Immigration Affi davit Certiﬁ cation »Form 4: Certiﬁ cation for Claiming Status as a Local Business »KCA’s Lee County Business Tax Receipt »Form 5: Reference Questionnaires (Included in Tab 3: Past Peformance) »Form 6: Grant Provisions and Assurances package in its entirety, if applicable – Not applicable »Vendor W-9 Form »Vendor Proof of Insurance »Copies of KCA ﬁ rm and personnel licenses and/or certiﬁ cations including KCA FDOT prequaliﬁ cation letter »Addenda Acknowledgements: Addendum 1 Addendum 2 Addendum 3 Addendum 4 Addendum 5 Addendum 6 Section Name Page Table of CONTENTS 16.B.2.c Packet Pg. 580 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 1 Collier County | Design Services for Goodlette Frank Rd. – Vanderbilt Beach Rd. to Immokalee Rd. | RPS No. 23-8164 | 1-1 1 Ability of Professional PERSONNEL In KCA’s project team-oriented corporate culture, our team members dedicate themselves to a project and remain involved from the beginning to the end of design. The team we have assembled meets the County’s needs and has signiﬁ cant experience working on similar bridge and roadway improvement projects. Our team is committed to meeting the County’s scope, goals, schedule, and budget expectations. KCA proudly separates itself from other design ﬁ rms by off ering a team of employees who have worked together for many years. In fact, more than 80% of our design staff have worked for KCA in excess of ﬁ ve years and half over 10 years. This provides our clients the comfort of knowing the personnel we propose will remain on the project for its duration. The personnel outlined in our proposal are uniquely qualiﬁ ed to meet the challenges of any project, providing the County with outstanding service. Our staff of professionals continuously provide design, document preparation, planning, permitting, construction inspection, and management services to a wide variety of municipal and private clients, as well as FDOT. Qualiﬁ cations of Key Personnel KCA’s priority is to maintain a staff of uncompromised quality. One of the most signiﬁ cant features of this proposal is the consideration given to the highly qualiﬁ ed professionals who will be assigned to this project. The KCA team is composed of knowledgeable experts needed to perform the County’s required services for the Goodlette-Frank Rd. from Vanderbilt Beach Rd. to Immokalee Rd. project. The primary design services for this project will come from our Fort Myers offi ce. At the core of our proposed staff is Richard Harison, PE, who will serve as the PM and Roadway Design Engineer-of-Record (EOR) and primary point of contact for this project, and will utilize his valuable experience to provide Collier County with superior leadership. His expertise translates into projects that are safe for all users, easily constructed, and durable, resulting in cost savings for the County. Mr. Harrison will be supported by DPM and Structures Design EOR and secondary point of contact, Lucio Martinez, PE. An unparalleled staff will assist Mr. Harrison as illustrated throughout this proposal. Key personnel resumes highlighting our qualiﬁ cations, relevant experience, certiﬁ cations, and licensing are included at the end of this section. Our organizational chart is shown on the next page. KCA Team Firm Name (FDOT Pre- Qualiﬁ cations) Project Role KCA (2.0, 3.1, 3.2, 3.3, 4.1.1, 4.1.2, 4.2.1 4.2.2, 4.3.1, 4.3.2, 5.1, 5.2, 5.3, 5.4, 6.1, 6.2, 6.3.1, 6.3.2, 6.3.3, 7.1, 7.2, 7.3, 10.1, 10.3, 10.4, 10.5.1, 10.5.2, 11.0, 13.5, 13.7) Project Management, Roadway Design, Maintenance of Traffi c (MOT) Design, Structures Design, Drainage Design, Environmental/ Permitting, Traffi c Design, Signals, Lighting, Intelligent Transportation Systems (ITS), Public Involvement, Quality Assurance/Quality Control (QA/ QC); Constructability/Biddability Reviews CH (DBE/MBE/WBE)Cultural Resources CAPITAL (MBE/ DBE/SBE) (3.1, 6.1, 6.2, 6.3, 7.1, 13.4, 13.5, 13.6)** FDOT Prequaliﬁ cations pending approval Tra ffi c Data Collection, S&PM** JEI (3.1, 3.2, 6.1, 7.1, 7.2, 7.3, 8.1, 8.2, 8.4, 10.1, 10.4, 13.6, 15.0) Survey/Mapping, SUE, and Utility Design; Utility Coordination; Landscape Architecture; Constructability/Biddability Reviews TIERRA (MBE) (9.1, 9.2, 9.3, 9.4.1, 9.4.2, 9.5, 10.1, 10.3, 10.4) Geotechnical Engineering; Structural Testing 16.B.2.c Packet Pg. 581 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 1-2 Environmental/PermittingCatie Neal (12)Ashley Abdel-Hadi (13)Robert Whitman (41)Tom Pride (34)(xx) years of experienceKey personnel resumes are included at the end of this sectionDenotes local offi ce locationCollier County Project ManagerRay G. Girgis, PEUtility Design; Utility CoordinationJosh Hildebrand, PE, PTOE (16) – JEIMike Dickey, PE (26) – JEIBilly Saum, PE (8) – JEIMichael Tiseo (24) – JEITraffi c/Signals/ITS/LightingFathy Abdalla, Ph.D., PE, PTOE (27) – EOR Scott Samuels, PE (8)Craig Singer, PE, RSP1 (4)Nicholas Russin, EI (3)Christian Tabares (4)Subconsultants »Capital Consulting Solutions, LLC (Capital) [DBE/MBE]»Chronicle Heritage (CH)»Johnson Engineering, Inc. (JEI) »Tierra, Inc. (Tierra) [MBE]Principal-in-ChargeGuillermo Madriz, PE (26)Constructability/BiddabilityPaul Wingard, PE (50)Vee Lofton, CGC (35) – JEIQA/QCThomas Lovett, PE (45)John Mazeres, PE (36)Drainage Design Brian Rose, PE (17) – EORCurt Sprunger, PE (20)Courtney Richards, PE (5)Rafael Devonish, PE (4)Roadway DesignRichard Harrison, PE (41) – EORAdrienne Wisdom, PE (15)Deborah Hernandez, PE (18)Carlos Rosero, PE (16)Joseph Bernardini, EI (5)Juan Villafuerte-Albor, EI (4)ORGANIZATIONAL CHARTDProject ManagerRichard Harrison, PE (41)Deputy Project ManagerLucio Martinez, PE (11)RStructures Design Lucio Martinez, PE (11) – EORJason LaBarbera, PE (22)Alfredo Layrisse, PE (24)Sarah Wilson, PE (12)Brian Horrnik, PE (3)John Johnson, PE (4) JJJJJJJJJPublic InvolvementNicole Selly, ENV SP (17)Martin Horwitz (16)Corina del Sol Alonso, EI (5) Adam McGuire (5)Bridge InspectionPatrick O’Grady, CBI (35)Joseph DeYoung, PE, CBI (7)Dillon Everidge, PE, CBI (8) Jim Kelley, CBI (35)Survey and Mapping; SUEDavid Hyatt, PSM (38) – JEIMark Haines, PSM (39) – JEIRick Daniels, PSM (32) – JEIMMMMMMMMMMMMMMMMMMMMMMLandscape ArchitectureJeff Nagle, RLA (39) – JEITyler Rubley (10) – JEIMaintenance of Traffi c (MOT)Darren Brandes, PE (37) - EORYaney Tukuch, EI (7)Allen Stewart, EI (9)Traffi c Data Collection; S&PMAdam Ahmad, PE, AICP, CGC (18) – CapitalMarmi Sica, EI (3) – CapitalFritznel Saint Louis, EI (5) – CapitalVictor Nguyen, EI (3) – CapitalelllllllllllllllSGeotechnical; Structural TestingLarry Moore, PE (35) – TierraTom Musgrave, PE (11) – TierraCultural ResourcesMatt Marino, RPA (10) – CHMercedes Harrold, RPA (13) – CHRoy Jackson (40) – CH16.B.2.cPacket Pg. 582Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 1-3 Richard Harrison, PE PM and Roadway Design EOR Location: Fort Myers, FL Mr. Harrison has 41 years of specialized engineering experience includes roadway design. His project management experience includes leading projects on interstate, state, and local roads. His design experience includes all geometric aspects of interstate highways and interchanges, major/minor highway widening, intersections, and minor structures, stormwater, erosion control, temporary traffi c control, S&PM, and cost estimating. Mr. Harrison has served as PM and Roadway EOR for several FDOT and local municipality projects. He served as PM on the Duff Rd. at US 98 Widening and Intersection Improvements project for Polk County. He also served as PM and EOR for the SR 50 Bypass from Broad St. to Jeff erson St. for FDOT District Seven in Hernando County, which included a scope highly similar to the Goodlette Frank Rd. from Vanderbilt Beach Rd. to Immokalee Rd. project. As PM, Mr. Harrison will be the County’s primary point of contact on both technical and administrative issues. He will work directly with our key design staff to maintain control of the projects by monitoring the schedule and technical issues and by eff ective communication/ coordination. This approach has proven successful on previous similar projects for other local agencies. Availability: »85% SIMILAR EXPERIENCE SR 50 Bypass from Broad Street to Jeff erson Street, FDOT District Seven, Hernando County – PM/Roadway EOR Duff Road at US 98 Widening and Intersection Improvements, Polk County – PM/Roadway EOR SR 60 (Courtney Campbell Causeway) from Bridge No. 150138 to Pinellas/Hillsborough County Line, FDOT District Seven, Hillsborough County – PM/ Roadway EOR 16th Street NE Bridge, Collier County – QA/QC US 41/SR 685 from Violet Street at Florida Avenue to Tampa Street at Jackson Street, FDOT District Seven, Hillsborough County – PM SR 54, from East of Lake Crystal Boulevard to West of Flint Street, FDOT District Seven, Pasco County – PM 40th Street/McKinley Drive, City of Tampa, FL – PM/ Roadway Engineer Lucio Martinez, PE Deputy PM and Structures Design EOR Location: Fort Myers, FL Mr. Martinez has 11 years of engineering experience in structure design and innovation. He has experience performing structural analyses and preparing calculations for steel, reinforced concrete, and prestressed concrete systems. He has designed numerous box culverts, wildlife crossings, and miscellaneous structures. He served as a Structures Engineer for Collier County’s Vanderbilt Drive Bridge Replacement and is currently serving as Structures EOR on KCA’s 16th Street NE Bridge project for the County. Mr. Martinez was also involved in the design of Lee County’s Big Carlos Pass PD&E and Design and Burnt Store Road bridge projects. He was the Structures EOR for the John Yarbrough Linear Park Pedestrian Bridge over Colonial Boulevard, Maydell Drive Bridge Replacement LAP, and Able Canal Pathway Bridge for Lee County. Availability: »80% SIMILAR EXPERIENCE SR 70 from Lorraine Road to CR 675/Waterbury Road PD&E/Design, FDOT District One, Manatee County – Structures Engineer 16th Street NE Bridge, Collier County – Structures EOR SR 56 Extension from Meadow Pointe Boulevard to US 301, Pasco County, D/B, FDOT District Seven – Structures Engineer Burnt Store Road South Segment Design, Lee County – Structures Engineer Maydell Drive over Palm River Bridge Replacement PD&E and Design (FDOT LAP), Hillsborough County – DPM/Structures EOR Vanderbilt Drive Bridge Replacements, Collier County – Structures Engineer Big Carlos Pass Bridge Replacement PD&E Study and Design, Lee County – Structures Engineer John Yarborough Multi-Use Trail (JYLPMT) (SUN Trail Funded), City of Ft. Myers – Structures EOR Able Canal Pathway (FDOT LAP), Lee County, FL – Structures EOR SR 64 from SR 789 to Perico Bay Boulevard, FDOT District One, Manatee County – Structures Engineer KCA has carefully assigned the ideal staff for this project to ensure its success. With our size, structure, and expertise, KCA can guarantee Collier County the highest level of personal attention and priority status needed to meet the County’s goals. 16.B.2.c Packet Pg. 583 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 1-4 Brian Rose, PE Drainage Design EOR Location: Fort Myers, FL RRRRRR Mr. Rose has 17 years of drainage design and permitting experience and another six years of geotechnical engineering experience, which go hand in hand. He has an extensive 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 the South Florida Water Management District (SFWMD). His tenure at SFWMD included Southwest Florida events through the ﬂ ooding aftermath of both Invest 92L and Hurricane Irma in 2017. He has worked on many diff erent 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 varying stormwater treatment systems from ponds to linear treatment swales as well as stormceptors and nutrient baffl e boxes. He has permitted numerous projects through both SFWMD and the Southwest Florida Water Management District (SWFWMD). Mr. Rose currently serves as Senior Drainage Engineer responsible for designing the bridge and roadway stormsewer conveyance system on KCA’s Big Carlos Pass Bridge Replacement PD&E and Design project for Lee County. For this project, Mr. Rose will oversee the drainage design and permitting process as well as provide valuable historical and regional knowledge. Availability: »80% PROJECT EXPERIENCE (*indicates previous employer) 16th Street NE Bridge, Collier County – Drainage EOR Golden Gate Boulevard D/B, Collier County – PM/ Drainage Design Engineer * 23rd Street SW Improvements, Collier County – Drainage* Mercantile Avenue Improvements, Collier County – Drainage Engineer* Naples Manor Stormwater Improvements Preliminary Engineering Study, Collier County – PM/Drainage EOR Randall Boulevard Bridge, Collier County – Drainage EOR Big Carlos Pass Bridge Replacement PD&E and Design, Lee County – Senior Drainage Engineer Coconut Road Safety and Drainage Improvements, Village of Estero, Estero – Drainage Engineer White Boulevard Sidewalk, Collier County – Drainage Engineer* Vanderbilt Beach Road at Airport-Pulling Road Improvements, Collier County – Drainage Engineer* Brookhill Roadway Improvements, City of Fort Myers, – Drainage Engineer - Nutrient Baffl e Box* Aqua Shores Improvements, City of Fort Myers – PM/ Drainage EOR – Stormceptors Adrienne Wisdom, PE Roadway/MOT Design Location: Fort Myers, FL Ms. Wisdom has 15 years of experience in roadway design. Her transportation design experience has focused on delivering safe multi-modal corridors, including accommodating transit, implementing Americans with Disabilities Act (ADA) improvements, and providing pedestrians and bicycle enhancements throughout Southwest Florida. Ms. Wisdom has extensive experience coordinating with SFWMD, FDOT, Florida Department of Environmental Protection (FDEP), and Collier Area Transit (CAT). She served as PM and/or Roadway EOR for numerous multi-modal projects, Lee County’s Ortiz Avenue Widening project, and the CR 835 Curve Safety Improvements project in Hendry County. Availability: »80% PROJECT EXPERIENCE 16th Street NE Bridge, Collier County – Roadway Engineer Ortiz Avenue from Colonial Boulevard (SR 884) to Dr. Martin Luther King Jr. Boulevard (SR 82), Lee County, FL – PM/Roadway EOR Big Carlos Pass Bridge Replacement PD&E and Design, Lee County – Roadway Engineer JYLPMT (SUN Trail Funded), City of Ft. Myers – PM/ Roadway EOR Burgundy Farms Road Roadway Improvements, Lee County – Roadway/Drainage EOR CR 835 Curve Safety Improvements (FDOT LAP), Hendry County – PM South Golf Drive Design, City of Naples – PM/Roadway EOR 60th Avenue East from US 301 to Mendoza Road Improvements, Manatee County – Roadway Engineer Municipal Service Tax Beneﬁ t Unit (MSTBU) EOR, Lee County – Roadway EOR S. Golf Complete Street Design, City of Naples – Roadway EOR/PM Able Canal Pathway (FDOT LAP), Lee County – Roadway EOR/PM CAT Bus Stop Shelter Design Services, Collier Area Transit, Collier County – PM/Roadway Engineer* Trotter Road Complete Street Design, City of Largo – Roadway Engineer* 16.B.2.c Packet Pg. 584 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 1-5 Catie Neal Environmental/Permitting Location: Tampa, FL Ms. Neal has 12 years of experience in wildlife ecology, geographic information systems (GIS), photo interpretation, and aquatic community ecology throughout ecosystems of the southeastern and southwestern U.S. She has worked on a broad range of interdisciplinary projects in cooperation with federal agencies such as the U.S. Fish and Wildlife Service (USFWS), U.S. Forest Service (USFS), U.S. Department of Agriculture (USDA) and the Department of Defense (DoD), as well as state agencies and private developers. Her primary responsibilities include preliminary site assessments, listed species surveys, biological monitoring, construction monitoring, wildlife relocations, wetland delineations and assessments, ecological site assessments, permit compliance, and data management. Ms. Neal has participated in several studies that required the development and evaluation of project alternatives, particularly in the ﬁ eld of transportation. Her transportation project experience has focused on environmental data collection and analysis, development and evaluation of project alternatives, compiling required environmental documents, and environmental permitting. Ms. Neal is knowledgeable of the PD&E guidelines used for development of transportation projects by FDOT and the NEPA process. Availability: »75% PROJECT EXPERIENCE 16th Street NE Bridge, Collier County – Lead Environmentalist SR 70 from Lorraine Road to CR 675/Waterbury Road SWAT, FDOT District One, Manatee County, FL – Senior Environmental Scientist SR 70 (CR 29 to Lonesome Island Road) PD&E Study, FDOT District One – Senior Environmental Scientist SR 56 Extension from Meadow Pointe to US 301, D/B, FDOT D7, Pasco County – Environmental Scientist Big Carlos Pass Bridge Replacement PD&E Study and Design, Lee County – Senior Environmental Scientist Districtwide (D/W) Environmental Management Offi ce Support, FDOT District One – Environmental PM Williams Road to Atlantic Gulf Boulevard Intersection Improvements, Village of Estero – Environmental PM Fathy Abdalla, Ph.D., PE, PTOE Tra ffi c, Signals, ITS, Lighting EOR Location: Tampa, FL Dr. Abdalla has 27 years of diversiﬁ ed experience in the transportation industry as Senior Tra ffi c/Roadway Engineer/Reviewer. His experience includes traffi c impact studies, traffi c circulation studies, traffi c simulation and modeling, intersection/interchange analysis, corridor analysis, traffi c safety, S&PM design and plans preparation, and signalization design. He has prepared numerous transportation/traffi c studies for FDOT and other local authorities. Dr. Abdalla has served as Traffi c Engineer for diff erent City/County/FDOT roadway design projects in Florida, including multi- use trails, new construction, widening, and resurfacing projects. Dr. Abdalla has over a dozen professional publications in transportation simulation and modeling and transportation safety in diff erent transportation journals and conferences nationwide. Dr. Abdalla served as the Lead Traffi c Engineer on the Vanderbilt Drive Bridge Replacements project for Collier County. Availability: 65% PROJECT EXPERIENCE SR 70 from Lorraine Road to CR 675/Waterbury Road SWAT, FDOT District One, Manatee County – Lead Tra ffi c Engineer SR 70 (CR 29 to Lonesome Island Road) PD&E Study, FDOT District One – Lead Traffi c Engineer SR 56 Extension from Meadow Pointe to US 301, D/B, FDOT District Seven, Pasco County – Lead Traffi c and Lighting Engineer I-75 Widening from North of SR 951 to North of Golden Gate Parkway, FDOT District One, Collier County – Lead Tra ffi c Engineer Golden Gate Parkway, FDOT District One, Collier County – Traffi c Engineer Big Carlos Pass Bridge Replacement PD&E Study and Design, Lee County – Lead Traffi c Engineer Vanderbilt Drive Bridge Replacements, Collier County – Lead Traffi c Engineer 16.B.2.c Packet Pg. 585 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 1-6 Darren Brandes, PE MOT EOR Location: Raleigh, NC Mr. Brandes has a wide breadth of experience in multiple engineering and construction disciplines, within multiple phases of projects, including planning, design and post-design throughout his 37-year career. He presently oversees Temporary Traffi c Control Plan (TTCP) development for KCA. He has 17 years of experience developing TTCP’s for FDOT Districtwide Bridge Repair Contracts and 30 years TTCP development experience overall. His background also includes CEI Project Engineer experience for Districtwide Pushbutton Bridge Repair contracts as well as highway design, constructability reviews, highway construction inspection, bridge maintenance inspection, Dispute Review Board participation, and international project management and design experience. He has experience on all sides of transportation projects, having served as a design engineer while providing TTCP support for highway contractors, and as a contractor himself. Mr. Brandes has been certiﬁ ed in FDOT Advanced Maintenance of Traffi c since 1990. Availability: 75% PROJECT EXPERIENCE Gateway Expressway Design-Build (D/B), FDOT District Seven, Pinellas County, FL. – MOT EOR I-75 (SR 93) from Pasco/Hernando County Line to North of SR 50 (US 98), FDOT District Seven, Hernando County, FL – MOT EOR I-75 at US 301 Interchange, FDOT District One, Manatee County – MOT EOR Big Carlos Pass Bridge Replacement PD&E Study and Design, Lee County – MOT EOR Proposed Design Subconsultants To further strengthen our team, KCA will be supported by ﬁ ve specialty design subconsultants who are qualiﬁ ed to provide the technical support necessary to successfully design this project. KCA has an excellent working relationship with each proposed subconsultant and have worked with each team member in a variety of capacities and on numerous projects. These relationships have been established over many years and continue today. Firm bios and condensed resumes for key team members are on the following pages. CH | Cultural Resources CH has carried out projects from coast to coast and internationally. The ﬁ rm’s cultural resource services cover all aspects of the discipline including archival research, architectural history, historic contexts, structure documentation, historic and prehistoric archaeology, osteology, paleontology, maritime archaeology/remote sensing, public outreach, and GIS services. The ﬁ rm’s team of architectural historians, historians, and historic architects form a well-rounded group of professionals who collaborate to provide architectural history surveys, Historic Structure Reports, National Register of Historic Places (NRHP) Nominations, Determinations of Eligibility, Historic Resource Studies, and historical contexts, among other products. CH’s Florida-based staff are experts in guiding documents through the Florida DHR process, producing hundreds of reports submitted to SHPO each year. The ﬁ rm has fostered positive relationships of trust with the Florida Division of Historical Resources, including the Compliance and Review section, which has resulted in smooth approvals of our deliverables. Matt Marino, RPA Cultural Resources Location: Tallahassee, FL Mr. Marino is an archaeologist with more than 10 years of specialized experience in transportation cultural resources management (CRM). Mr. Marino joined CH from FDOT’s Offi ce of Environmental Management (OEM). As FDOT’s State Cultural Resource Specialist and CRM Program Manager, he oversaw program and policy development, regularly coordinated with State and Tribal Historic Preservation Offi cers and other Federally Recognized Native American Tribes, and provided subject matter expertise in Section 106 of the National Historic Preservation Act and Section 4(f) of the USDOT Act. As a Project Delivery Coordinator, he supported development, review, and approval of NEPA PD&E Studies and associated technical documents, provided training to FDOT and OEM personnel in support of the NEPA Assignment and Cultural Resources programs, contributed to FDOT’s PD&E Manual, and conducted annual self-assessments of OEM’s NEPA Assignment and CRM Programs. Mr. Marino’s background at FDOT has led to an advanced understanding CRM, NEPA, and the planning and PD&E phases of transportation projects. Availability: »65% PROJECT EXPERIENCE FDOT OEM Statewide Environmental Review and Analysis – Senior Environmental Specialist FDOT District Three Cultural Resources D/W Support Contract – Contract Manager and Principal Investigator FDOT District Seven PD&E Consulting Services – Senior Archaeologist 16.B.2.c Packet Pg. 586 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 1-7 Capital | Traffi c Data Collection, S&PM Capital, a civil engineering ﬁ rm located in Naples, is a state-certiﬁ ed MBE/DBE and specializes in transportation engineering, site development, planning, program management, project management, and construction management. Capital has been providing professional engineering services to the Southwest Florida community since 2017. Capital’s clients include Collier County, Lee County, Lee County Schools, Seminole Tribe of Florida, City of Naples, City of Fort Myers, City of Marco Island, Babcock Ranch Community Independent Special District, Charlotte County, Charlotte County Airport Authority, and much more. Capital is certiﬁ ed to conduct drone analysis and drone imagery. Additionally, Capital has partnered with other civil engineering ﬁ rms throughout SWFL to provide MOT/TCP and S&PM, traffi c studies, traffi c counts and traffi c data collection, and sidewalk design services. Adam Ahmad, PE, AICP, CGC Tra ffi c Data Collection, S&PM Location: Naples, FL Mr. Ahmad has served as the PM, Lead Engineer, and EOR on numerous projects throughout Southwest Florida. With over 18 years of comprehensive experience encompassing all phases of design and planning and production for civil/site work projects, he is well versed in FDOT speciﬁ cations requirements for documentation and oversight of contractor operations including MOT. He has a long history of working with Collier County as he has served as EOR or Roadway Design Engineer on several County projects including the adjacent Vanderbilt Beach Road Widening from US 41 to Goodlette Rd. project. Mr. Ahmad looks forward to contributing to this project. Availability: »65% SIMILAR EXPERIENCE Vanderbilt Beach Road Extension; Collier County, FL, Roadway Design Engineer Vanderbilt Beach Road Widening (US 41-Goodlette Rd.); Collier County, FL, Roadway Design Engineer LAP 111th Ave. from Bluebill – Shoulder Improvements-Bike Lane, Collier County, FL, EOR JEI | Survey/Mapping, SUE, Utility Design, Utility Coordination, Landscape Architecture, Constructability/Biddability Review JEI, established in 1946, has been assisting private companies, city, county, and state government agencies by off ering expertise in a broad spectrum of disciplines. What started as a one-man surveying ﬁ rm in Southwest Florida has developed into a large cohesive team of more than 120 professional civil engineers, ecologists, scientists, geologists, surveyors and mappers, certiﬁ ed land planners, and landscape architects, located throughout Florida. Headquartered in Fort Myers, the company also has offi ces in Naples, Port Charlotte, LaBelle, Sebring, Clewiston, Lutz, Lakeland, Miami, and Pembroke Pines. JEI’s extensive list of well-known roads, airports, schools, hospitals, resorts, residential communities, shopping centers, and commercial developments show their experience and continued responsibility in developing Florida’s communities. Josh Hildebrand, PE, PTOE Utility Design; Utility Coordination Location: Fort Myers, FL oooooooooooo Mr. Hildebrand began his professional career in 2007 and is currently serving as a PM in the transportation services department at JEI. He has worked on various projects throughout Southwest Florida and is familiar with roadway design, pathway design, construction, LAP requirements, and the permitting procedures of the local municipalities including FDOT. He has worked on over a 125+ traffi c/construction feasibility-related engineering studies, roadway and drainage design projects within public right-of-way (R/W). This experience provides him with a unique understanding of the development of corridor and intersection design, drainage, ADA compliance-related challenges, construction, and the permitting requirements on capital improvement projects. Availability: »55% SIMILAR EXPERIENCE Vanderbilt Beach Road Extension, Phase I, Collier County – PM Golden Gate Boulevard, Phase II, Collier County – PM Vanderbilt Beach Road Bike Lanes, Collier County – PM North Naples Various Sidewalks, Collier County – PM 5th Avenue Sidewalks, City of Naples – PM/EOR David Hyatt, PSM Survey/Mapping Location: Naples, FL Mr. Hyatt is an experienced surveying and mapping professional with over 38 years of experience. His expertise includes signiﬁ cant project management experience in a variety of areas including boundary surveys, ALTA surveys, topographic surveys, public lands surveys, hydrographic surveys, construction layout, utility surveys, road projects, subdivision design and platting, and submerged land leases. His project experience includes plating of single- family home developments, roadway design projects both existing roadway expansion and new road corridors, as well as several unique surveying projects. Mr. Hyatt’s experience spans many parts of Florida. He has been registered as a Florida Professional Surveyor and Mapper since 1998 and has worked in Collier County for more than 30 years. 16.B.2.c Packet Pg. 587 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 1-8 Availability: »45% SIMILAR EXPERIENCE Vanderbilt Beach Road Extension Wilson Boulevard to Desoto Boulevard, Collier County – PM Vanderbilt Beach Road, Airport Road to Collier Boulevard, Collier County – PM Immokalee Road, Collier Boulevard to 43rd Avenue NE, Collier County – PM Jeff Nagle, RLA Landscape Architecture Location: Naples, FL cttttttttuuuuuuuuu Mr. Nagle brings a versatile skill set and a reputation built on providing the highest quality of landscape architecture design services to both public and private sector clients with on-time and on-budget deliverables. Having worked in both the public and private sector, he brings a broad range of experience to apply in practice, using an innovative management approach to guide projects from the planning and design phase, through permitting, development and construction. Availability: »60% SIMILAR EXPERIENCE Santa Barbara Boulevard Landscape and Irrigation Design and Oversight, Collier County – PM Florida Gulf Coast University (FGCU) Main Campus Landscape Architecture Services – PM Lee Health, Coconut Point Medical Village – PM Tierra | Geotechnical; Structural Testing Tierra is a full-service consulting geotechnical engineering and environmental (contamination including asbestos surveys) consulting ﬁ rm with more than 30 years of experience serving governmental agencies. Tierra has provided geotechnical and contamination support services on numerous projects within Collier County including Goodlette Frank Stormwater and Ditch Improvements (Section B), Thomasson Drive and Hamilton Avenue Streetscape Improvements, Immokalee Road Shared-Use Path project, SR 951 over Big Pass Bridge (Marco Island) as well as the Collier County Professional Services Library Contract for Civil Engineering. The ﬁ rm’s services include providing Level I and Level II Contamination Screening Evaluation and Reporting (CSER I and II) in accordance with the latest state requirements and geotechnical services including drilling, ﬁ eld sampling, laboratory testing, engineering analysis, and reporting. Tierra utilizes AutoCAD and MicroStation for site maps and roadway drawing plan sheets and are fully integrated with GPS and GIS mapping for self locating ﬁ eld testing and sample locations. Tierra will provide geotechnical engineering and structural testing services for the project as part of the design team. Tierra has signiﬁ cant geotechnical experience within Collier County with speciﬁ c experience in the project area. Tierra’s ﬁ rst-hand experience within the geographic area is a valuable asset to both the design team and the County. Larry Moore, PE Geotechnical, Structural Testing Location: Tampa, FL Mr. Moore brings has more than 35 years of geotechnical experience in the design of roadway and bridge projects throughout the state including serving as the Geotechnical Design PM for numerous FDOT Design-Bid-Build and Design/Build (D/B) projects in Districts One, Two, Three, Four, Five, Seven, and Florida’s Turnpike Enterprise. He has also provided similar type services for many municipalities throughout the state. Mr. Moore’s experience includes serving as the Geotechnical Engineer on more than 100 FDOT bridges with foundations ranging from driven concrete and steel piles to 9-foot diameter drilled shafts. Additionally, he has managed pile and drilled shaft load test programs as well as sonic/PIT testing to estimate pile lengths for unknown bridge foundations for numerous bridge projects throughout the state. Mr. Moore served as Geotechnical PM/EOR on the Goodlette Frank Stormwater and Ditch Improvements (Section B) for Collier County. Availability: »50% SIMILAR EXPERIENCE Goodlette Frank Stormwater and Ditch Improvements (Section B) Collier County – Geotechnical PM/EOR SR 45 (US 41) from South of Dunruss Creek to South of Gulf Park Drive, Collier County – Geotechnical PM/EOR Immokalee Road Shared-Use Path, Collier County – Geotechnical PM/EOR I-75 Design/Build (D/B) from North of Golden Gate Parkway in Collier County to South of SR 80, FDOT District One, Lee County – Geotechnical PM/EOR Thomasson Drive and Hamilton Avenue Streetsccape Improvements, Collier County – Geotechnical PM/EOR Permitting/Regulatory Experience in Southwest Florida KCA Environmental Scientists are qualiﬁ ed and have experience throughout Southwest Florida, including Collier County, conducting wetland delineation, threatened and endangered species surveys, and environmental permitting. KCA has permitted numerous projects with SFWMD. Additionally, KCA staff is comprised of former employees of SFWMD including our proposed Drainage EOR Brian Rose, PE, who served as a Section Chief at SWFMD. KCA personnel also have 16.B.2.c Packet Pg. 588 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 1-9 extensive experience coordinating with FDEP, U.S. Fish and Wildlife Service (USFWS), U.S. Army Corps of Engineers (USACE), and FDOT in Collier County and Southwest Florida, which gives us a keen understanding of local regulatory requirements and procedures. While the project is expected to have only minimal eff ects on protected species, the KCA team includes qualiﬁ ed experts ready to perform species surveys, including roosting cavity and acoustic surveys for the Florida bonneted bat. Our team also includes multiple Florida Fish and Wildlife Conservation Commission (FWC)- approved Authorized Gopher Tortoise Agents (AGTAs), qualiﬁ ed to perform gopher tortoise surveys and relocations. The project area and adjacent habitats are also suitable for utilization by the Eastern indigo snake, a federally designated threatened species. Following the USFWS Standard Protection Measures for the Eastern indigo snake will minimize adverse impacts to this species during construction. Commitment to Team Collaboration Over the years, the KCA team has developed strong relationships internally and with Collier County staff . We have all worked well together in the past to solve problems and keep project schedules on track. We have boots on the ground locally that are ready to react immediately to resolve issues at the lowest level possible. Being transparent and encouraging open communication are two core values of winning organizations. The KCA team will be fully transparent and will collaborate as a true partner with Collier County. This is the way KCA does business. A successful project team is comprised of experienced personnel with a long-term commitment to the project. With this in mind, we selected a project team comprised of personnel with the experience and technical expertise needed to meet the requirements of this project. As mentioned in our proposed subconsultant section, our team members consistently work together and off er a valuable innovative approach to provide successful and cost-conscious project solutions. This project will be no diff erent. The successful completion of complex projects boils down to the team of professionals entrusted to get the job done. Our team is comprised of individuals who have spent their careers both designing and constructing roadways in and around Collier County for local municipalities such as yourself. This is what we do. Each of these team members have worked together in the past and know what is expected, not only from each other but from Collier County as well. KCA is a multifaceted engineering ﬁ rm with experts not only in structure design but also in bridge maintenance inspection, roadway/transportation, storm water, planning/PD&E, traffi c, environmental, and CEI. In addition to the KCA team, we have teamed up with local subconsultants JEI (Ft. Myers) to assist with survey/ mapping, SUE, utility design, utility coordination, landscape architecture, and constructability/biddability reviews and Capital (Naples) for traffi c data collection and S&PM. It is important to understand it is not only who you have working on a project but how those individuals function as a team. The KCA team has a long- standing relationship of successfully completing multi- discipline roadway and structural engineering projects. KCA also has worked with Tierra on multiple FDOT and municipal projects calling for geotechnical design and investigations. A table highlighting a ﬁ ve-year history of our successful collaboration on projects with our proposed subconsultants is provided on the following page. Knowledge and Experience with Local Construction and Regulatory Conditions KCA has worked on Collier County infrastructure projects including many bridges, roadways, and intersections over the last 25 years through various County contracts. As a result, we have a wealth of historical observations documented. This information is valuable to fully understand the County’s needs for this project. Additionally, our proposed key staff have worked closely with Collier County in recent years on several relevant projects and are keenly aware of the County’s preferences and procedures. Based on our previous project experience with Collier County such as the 16th St. NE and Airport Road projects, KCA understands the County’s preferences such as median backﬁ ll detail, use of reinforced concrete pipe, and the use of ﬂ owable ﬁ ll for pipes under roadways, which all are applicable to the Goodlette Frank Rd. project. This is important since this can impact the project construction cost, longevity of the infrastructure, and reduce the need for timely plan changes during the design process. The KCA team is familiar with the improvements at the intersections with Vanderbilt Beach Rd. and Immokalee Rd, with the Vanderbilt Beach Rd. intersection in design and Immokalee Rd. intersection having recently undergone improvements. It is important to fully understand the local regulations and preferences to prevent design delays and to streamline the communcation process with the County. Through our experience on County projects and our coordination with County staff , we have familiarized ourselves wit hthe important factors that will inform design decisions on the Goodlette Frank Rd. project. KCA’s major subconsultant, JEI, has been involved in much of the historical improvements completed along the Goodlette Frank corridor. JEI’s history along this corridor will improve the design effi ciency of the project, providing KCA with the necessary knowledge to reduce unknowns and reﬁ ned the design process. During the design phases, KCA management staff will remain current on planned development within and surrounding the project limits to maintain continuity and consistency within the corridor. The proximity of this project to our offi ce, and having several local offi ce employees that grew up in the area gives us the opportunity to truly capture the need of these improvements, along with recognizing the challenges to make it happen. 16.B.2.c Packet Pg. 589 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 1-10 Team Collaboration Project Name Client Name KCA Teaming Partners JEI Tierra 16th St. NE Bridge Design Collier County  Airport Rd. Widening Collier County  Sandhill Boulevard Improvements Charlotte County  CR 54 Intersection Corridor Improvements Pasco County  Piper Road Extension Charlotte County  Burnt Store Road South Lee County  CR 835 Safety Improvements Hendry County  Big Carlos Bridge Replacement Lee County  Bonita High School Off -Site Improvements Lee County School District  CR 78 Structural Analysis Hendry County  LAP Continuing Services Design Contract FDOT District One  Alico Road Connector Lee County  Bimini Drive Bridge Replacement Monroe County  Bass Creek Road at SW 148th Avenue Roundabout FDOT District Four  I-75 at US 301 Interchange FDOT District One  Sugarloaf Boulevard Bridge Replacement Monroe County  US 27 from Presidents Drive to SR 60 FDOT District One  Central Polk Parkway from SR 570 (Polk Parkway) to SR 35 (US 17)FDOT Turnpike  Harbour Drive Bridge Replacement Monroe County  Ten Mile Canal/41 Industrial Park Drainage Improvements Lee County  Old Dixie Highway Bridge over Taylor Creek Replacement/East Coast Greenway Trail St. Lucie County  Progress Boulevard and S. 78th Street Improvements PD&E and Design Hillsborough County  16.B.2.c Packet Pg. 590 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Kisinger Campo & Associates, Corp.  Project Manager; Roadway Design - EOR Project Experience Duff Road Improvements at US 98, Polk County, FL. KCA was tasked with performing design and preparation of construction plans for the improvements on Duff Road at the US 98 intersection in the City of Lakeland. Duff Road is an East-West collector road in northwest Polk County that extends from US 98 on the eastern end to Kathleen Road on the West. KCA provided final design services, construction plans, and specifications development support to incorporate the widening of Duff Road to facilitate a westbound turn lane into the Circle K at the intersection of US 98. KCA prepared roadway plans, MOT/traffic control plans, and S&PM plans for Duff Road west of US 98; prepared utility adjustment plans; prepared and submitted an FDOT Driveway Connection Permit and/or General Use Permit; and prepared and submitted an FDOT Drainage Connection Permit.The existing drainage along Duff Road consisted of an open drainage system on the north side and a closed stormsewer system along the south side. The reduced lane width associated with the turn- lane addition required a review of the gutter spread along the south side of Duff Road. Additional inlets were added within the existing stormsewer system to ensure spread criteria was met. With less total impervious being proposed to drain to this existing stormsewer system, no impacts to the existing stormsewer system capacity were anticipated. The proposed curb along the north side of Duff Road required either flumes or stormsewer to convey runoff to the north as in the existing condition. Swale grading was also required along the north side of the road.Due to the proposed runoff that might be directed to the FDOT right-of-way (R/W), a drainage connection permit application was prepared and submitted to FDOT Operations Center. The project did not include any areas of FEMA floodplain and stormwater treatment systems were not anticipated. Role: Project Manager/Roadway Engineer-of-Record (EOR) SR 50 Bypass from Broad Street to Jefferson Street, FDOT District Seven, Hernando County, FL. The project involves adding lanes and rehabilitating the existing pavement for SR 50/Cortez Blvd. in Hernando County. SR 50 from Broad Street to Jefferson Street is a four-lane urban principal arterial on the Florida Strategic Intermodal System. Improvements include widening SR 50 to the inside median and milling and resurfacing the existing travel lanes and shoulders. Additional improvements include adding sidewalk, lighting, drainage, permits, utility coordination, structures, ITS, S&PM, and signals. Optional services include railroad grade crossing improvements and limited roadway approach resurfacing at CSX RR Crossing 624906G and a shared-use path on the south side of SR 50 (portion of the proposed Good Neighbor Trail). Role: Project Manager/EOR Richard Harrison, PE Project Manager; Roadway Design - EOR Mr. Harrison has 40 years of specialized engineering experience includes roadway design, and he currently serves as KCA’s Quality Assurance (QA) Manager. In his role as QA Manager, Mr. Harrison is responsible for reviewing every submittal to ensure our Quality Control process has been followed and documented correctly. His project management experience includes leading projects on interstate, state, and local roads. His design experience includes all geometric aspects of interstate highways and interchanges, major/minor highway widening, intersections, and minor structures, stormwater, erosion control, temporary traffic control, signing and pavement marking (S&PM), and cost estimating. Mr. Harrison has served as PM and Roadway Engineer-of-Record (EOR) for several FDOT and local municipality projects. Education z BSCE, University of South Florida, 1999 z A.A., Hillsborough Community College, 1995 Registrations z Professional Engineer: Florida, 66644; Georgia, 32570;North Carolina, 043693 Certifications z Advanced Work Zone Traffic Control, 046-H625-750-62 z ADA for Designers z Highway Geometric Design z Guardrail for Designers z Excellence and Quality in Project Management, Module 1A,1B, 3A, 3B, 4A z Specification Package Preparation (Certified) z Computation Book Preparation Affiliations z American Society of Civil Engineers z Florida Engineering Society z American Public Works Association z National Council of Examiners for Engineering & Surveying Areas of Specialization Quality Control z Roadway Design z Peer Review z Resurfacing, Restoration, and Rehabilitation z Pavement Design z Shared-Use Paths z Quantity Computations z Plans Preparation 1-11 16.B.2.c Packet Pg. 591 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Richard Harrison, PE Page 2 Kisinger Campo & Associates, Corp. Project Manager; Roadway Design - EOR community and the City Fort Myers’s bike/pedestrian network. The KCA team proposed an innovative approach for establishing the proposed trail alignment over the Ten Mile Canal before spanning Colonial Boulevard, distancing the construction from the Seminole Gulf Railroad. Role: QA/QC Ortiz Avenue from Colonial Boulevard (SR 884) to Dr. Martin Luther King Jr. Boulevard (SR 82), Lee County, FL. This project includes design services and preparation of construction plans, permits and specifications for the widening of Ortiz Avenue from Colonial Boulevard (SR 884) to Dr. Martin Luther King Jr. Boulevard (SR 82). The existing 1.7-mile corridor consists of a two-lane undivided arterial roadway with shoulders and a 10-foot multi- use path located on the west side of the corridor. KCA is designing a four-lane facility. Based on a traffic study and analysis, accommodations for an ultimate six-lane facility will be considered, analyzed, and included where feasible. A multi-use path will remain on the west side of the roadway, and a 5-foot sidewalk will be proposed on the east side. On-street bicycle facilities will be provided on both sides of the roadway. The plans will include roadway transitions from the existing and/or planned roadway typical sections to the roadway typical sections approaching SR 884, SR 82 and the Hanson Street roundabout. The scope of services also includes the design and preparation of construction plans, permits, and specifications for the relocation of existing Lee County Utilities. Role: Roadway Designer Role: QA/QC Tanglewood/Bayou Grande Bridge Replacement, City of St. Petersburg, FL. This project consists of the replacement of the existing Tanglewood Bridge servicing Bayou Grande Boulevard northeast over Tanglewood Canal in Pinellas County, FL. The 67-year-old bridge has exceeded its expected service life and is experiencing ongoing deterioration. This bridge is posted for load restrictions due to its current condition. As a result, the City of St. Petersburg has slated this structure for replacement. Under KCA’s Transportation, Stormwater Management, and Bridge Inspection Contract with the City, KCA will perform all structures, roadway, and drainage design for the project. Due to the bridge replacement taking place over navigable waters, environmental services and permitting efforts will also be completed in house, this may include seagrass surveys, USCG involvement, and public involvement. Role: QA/QC Manager SR 45/US 41 (Nebraska Avenue), FDOT District Seven, Hillsborough County, FL. This project consists of milling and resurfacing the existing travel lanes along this 1.5 mile, four-lane corridor from Sligh Avenue to Busch Boulevard. This project also includes new concrete bus pads, sidewalk repair and replacement, upgraded bridge railing, new guardrail at the Hillsborough River bridge, and addition of full pedestrian features at existing signal locations. New signals were added at three intersections (box span) as well as S&PM and minor drainage north of the Hillsborough River. Role: Project Manager/EOR 40th Street/McKinley Drive, City of Tampa, FL. This project consisted of roadway improvements to 40th Street in Hillsborough County. 1.38 miles of existing two-lane roadway was transformed into a four-lane divided roadway with a 4-foot bike lane and 5-foot concrete sidewalk on each side. The project geometry also facilitated transit vehicles with bus bays to prevent traffic flow obstruction. Stormwater design involved joint-use ponds with Busch Gardens and two separate underground vaults. Structural features included design of the vaults and dual precast tunnels underneath 40th Street connecting Busch Gardens’ parking lot to the main entrance. KCA also prepared TCPs for three other sections of the corridor improvements. Role: Project Manager/Roadway Engineer Big Carlos Pass Bridge Replacement PD&E and Design, Lee County, FL. This project involves conducting a PD&E Study to consider alternatives for replacement or rehabilitation of the Big Carlos Pass Bridge, addressing safety for all road and water users including motorists, bicyclists, pedestrians, and marine vessels. KCA will conduct environmental and structural analyses, lead public involvement/information meetings, obtain and analyze traffic data, develop conceptual design plans, coordinate with utility agency owners (UAOs), determine right-of-way (R/W) impacts, and develop cost estimates. Additionally, KCA will evaluate traffic noise and noise walls as part of this study. After approval of the recommended alternative, KCA will provide the final design including the design of the bridge, roadway, drainage, and all permitting. Role: QA/QC John Yarbrough Linear Park Multi-Use Trail (JYLPMT) Extension, City of Fort Myers, FL. Located within the City of Fort Myers and unincorporated Lee County, the JYLPMT is an existing, non-motorized transportation and recreation corridor, currently extending approximately 6 miles, from Six Mile Cypress Parkway to Colonial Boulevard. The proposed 12-foot- wide, 1.8-mile long, shared-use trail, is envisioned for a wide range of non-motorized transportation and recreation activities, such as bicycling, walking, and rollerblading. KCA will team with the City to develop the safe extension that will become a great addition to the 1-12 16.B.2.c Packet Pg. 592 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Mr. Martinez has 11 years of engineering experience in structure design and innovation. He has experience performing structural analyses and preparing calculations for steel, reinforced concrete, and prestressed concrete systems. He has designed numerous box culverts, wildlife crossings, and miscellaneous structures. He served as a Structures Engineer for Collier County’s Vanderbilt Drive Bridge Replacement, as well as Lee County’s Big Carlos Pass and Burnt Store Road bridge projects. He is also the Structures Engineer of Record for the John Yarbrough Linear Park Pedestrian Bridge over Colonial Boulevard for the City of Fort Myers. Lucio Martinez, PE Deputy Project Manager; Structures Design - EOR Kisinger Campo & Associates, Corp.  Deputy PM; Structures Design - EOR Project Experience Education MSCE University of Florida, 2012 BSCE University of Florida, 2011 Registrations/Certifications Professional Engineer: Florida, 82380 Areas of Specialization Load Rating  System Functionality  Miscellaneous Structure Design  QA/QC  Fluent in Spanish Structural Analysis the recommended alternative, KCA will provide the final design including the design of the bridge, roadway, drainage, and all permitting. Role: Structures Engineer Able Canal Multi-use Trail, Lee County, FL. This LAP- funded project includes the design and permitting of approximately 6 miles of shared-use-path along the Able Canal in Lehigh Acres. Drainage design consisted of 6 miles of swales and culverts to convey stormwater to the canal as well as a BHR for the proposed pedestrian bridge. This important project will provide convenient and safe non-motorized access between numerous residential areas and civic destinations in an area that lacks pedestrian facilities. The KCA team will be permitting this project and guiding the County through environmental re-evaluation process through the Office of Environmental Management. Close coordination between Lee County, LA-MSID (Lehigh Acres Municipal Services Improvement District), and Park and Recreation will make this a successful project for the many stakeholders. Role: Structures Engineer-of-Record (EOR) Burnt Store Road South Segment Design, Lee County, FL. The Burnt Store Road South Segment Design project consists of the widening of Burnt Store Road in Lee County from a two-lane undivided to a four-lane divided highway. As part of this project, a new bridge will be installed over Shadroe Canal east of the existing bridge, which will serve the northbound lanes. The new bridge has an overall length of 200 feet and includes Florida I-Beam 45 superstructure, supported by pile bents. This project also includes 520 linear feet of retaining wall alone Shadroe Canal and miscellaneous other retaining wall to support pedestrian facilities. Role: Structures Engineer Vanderbilt Drive Bridge Replacements, Collier County, FL. KCA was selected by Collier County for the Vanderbilt Drive Bridge Replacements project to replace two functionally obsolete bridges located on Vanderbilt Drive and resurfacing/reconstructing the roadway between the two bridges. Additional improvements include a shared-use path along the west side of the road within the project limits, access to an existing canoe launch at Little Horse Pass, and roadway profile modifications to improve stopping sight distance at the intersection of Vanderbilt Drive and entrance into the Marina Bay Club condominiums. The project begins approximately 0.7 miles north of CR 846 and ends at the south approach to the bridge over the Cocohatchee River. The new bridges will consist of a four-sided box culvert and a multi-span flat slab bridge. Maintaining traffic during construction and relocating public utilities to enable continuous service is critical. KCA will provide roadway and structural design, pavement design, traffic control plans, signing and pavement marking, utility relocation design, utility coordination, drainage, and environmental permitting services. Role: Structures Engineer Big Carlos Pass Bridge Replacement PD&E and Design, Lee County, FL. This project involves conducting a PD&E Study to consider alternatives for replacement or rehabilitation of the Big Carlos Pass Bridge, addressing safety for all road and water users including motorists, bicyclists, pedestrians, and marine vessels. KCA will conduct environmental and structural analyses, lead public involvement/information meetings, obtain and analyze traffic data, develop conceptual design plans, coordinate with utility agency owners (UAOs), determine right-of-way (R/W) impacts, and develop cost estimates. Additionally, KCA will evaluate traffic noise and noise walls as part of this study. After approval of 1-13 16.B.2.c Packet Pg. 593 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Lucio Martinez, PE Page 2 Kisinger Campo & Associates, Corp.  Deputy PM; Structures Design - EOR John Yarbrough Linear Park Multi-Use Trail (JYLPMT) Extension, City of Fort Myers, FL. Located within the City of Fort Myers and unincorporated Lee County, the JYLPMT is an existing, non-motorized transportation and recreation corridor, currently extending approximately 6 miles, from Six Mile Cypress Parkway to Colonial Boulevard. The proposed 12-foot-wide, 1.8-mile long, shared-use trail, is envisioned for a wide range of non- motorized transportation and recreation activities, such as bicycling, walking, and rollerblading. KCA will team with the City to develop the safe extension that will become a great addition to the community and the City Fort Myers’s bike/pedestrian network. The KCA team proposed an innovative approach for establishing the proposed trail alignment over the Ten Mile Canal before spanning Colonial Boulevard, distancing the construction from the Seminole Gulf Railroad. Role: Structures EOR SR 70 from Lorraine Road to CR 675/Waterbury Road SWAT, FDOT District One, Manatee County, FL. Development of this project will use the new FDOT SWAT process, which will reduce duplicative efforts between PD&E and design. This project involves providing PD&E and design services for SR 70 from Lorraine Road to CR 675 (Waterbury Road) in Manatee County. This project’s purpose is to increase capacity and improve safety on SR 70, which is a two-lane undivided roadway classified as an urban principal arterial–other from Lorraine Road to mile post 10.439 and rural principal arterial–other eastward to beyond CR 675. KCA will design two four-lane typical sections within the corridor. A suburban section from Lorraine Road to Del Webb Boulevard, and a rural section from Del Webb Boulevard to CR 675. A Level 1 roundabout screening will be performed to determine if roundabouts are viable. The KCA team will provide PD&E/NEPA, roadway and structures design, drainage/ permitting, environmental, S&PM/traffic/signalization, TTC, public involvement, utility coordination/SUE, geotechnical/contamination, noise analysis, surveying, and right-of-way mapping services. Role: Structures Engineer Maydell Drive Bridge Replacement, Hillsborough County, FL. KCA was selected by Hillsborough County for the Maydell Drive over Palm River Bridge Replacement PD&E/Design Contract. This project is a Hillsborough County/FDOT LAP Project and consists of replacing the existing 616-foot bridge, reconstructing the roadway approaches, and providing pedestrian connectivity. The structurally deficient bridge has been closed to vehicular and pedestrian traffic for several years. The bridge is highly visible as you drive east on the Selmon Expressway, and it is a great opportunity to showcase KCA’s diverse capabilities to Hillsborough County. The KCA Team is providing a PD&E study, final design plans, specification and construction phase support for this project. Seeking an accelerated design schedule, KCA will be guiding the County through the SWAT process. Role: Deputy Project Manager / Structures EOR SR 40 from SR 15 (US 17) to SR 11, Volusia County, FDOT District Five. This 6.4-mile long capacity project in Volusia County will reconstruct this two-lane roadway to a four-lane divided highway through the Heart Island Conservation Area (HICA). Numerous box culvert cross drains are being extended and four wildlife crossings are being designed. There are eight drainage basins being impacted; ponds are being designed for six basins and direct discharge is proposed for two basins within forested areas. Five floodplain areas are also being impacted and require compensation areas. The project includes extensive coordination with HICA, SJRWMD, USACE, USFWS, and FWC. Role: Structures Engineer Tanglewood/Bayou Grande Bridge Replacement, City of St. Petersburg, FL. This project consists of the replacement of the existing Tanglewood Bridge servicing Bayou Grande Boulevard northeast over Tanglewood Canal in Pinellas County, FL. The 67-year-old bridge has exceeded its expected service life and is experiencing ongoing deterioration. This bridge is posted for load restrictions due to its current condition. As a result, the City of St. Petersburg has slated this structure for replacement. Under KCA’s Transportation, Stormwater Management, and Bridge Inspection Contract with the City, KCA will perform all structures, roadway, and drainage design for the project. Due to the bridge replacement taking place over navigable waters, environmental services and permitting efforts will also be completed in house, this may include seagrass surveys, USCG involvement, and public involvement. Role: Structures Engineer SR 64 (Manatee Avenue) to Perico Bay Boulevard, FDOT District One, Manatee County, FL. This high- level fixed bridge will replace the existing Anna Maria Island Bridge. The new bridge will be constructed to the south of the existing bridge and provide 65 feet of vertical navigational clearance and 100 feet of horizontal clearance perpendicular between fenders. The roadway approach west and east of the bridge will be reconstructed to include 10-foot shoulder widths, buffered bicycle lanes, and sidewalks in both directions. The existing Anna Maria Island Bridge will be demolished following the construction of the replacement bridge. Role: Structures Engineer 1-14 16.B.2.c Packet Pg. 594 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Kisinger Campo & Associates, Corp.  Principal-in-Charge Project Experience Vanderbilt Drive Bridge Replacements, Collier County, FL. KCA was selected by Collier County for the Vanderbilt Drive Bridge Replacements project to replace two functionally obsolete bridges located on Vanderbilt Drive and resurfacing/reconstructing the roadway between the two bridges. Additional improvements include a shared-use path along the west side of the road within the project limits, access to an existing canoe launch at Little Horse Pass, and roadway profile modifications to improve stopping sight distance at the intersection of Vanderbilt Drive and entrance into the Marina Bay Club condominiums. The project begins approximately 0.7 miles north of CR 846 and ends at the south approach to the bridge over the Cocohatchee River. The new bridges will consist of a four-sided box culvert and a multi-span flat slab bridge. Maintaining traffic during construction and relocating public utilities to enable continuous service is critical. KCA will provide roadway and structural design, pavement design, traffic control plans, signing and pavement marking, utility relocation design, utility coordination, drainage, and environmental permitting services. Role: Structures Engineer Big Carlos Pass PD&E Study and Final Design, Lee County, FL. This project involves conducting a PD&E Study to consider alternatives for replacement or rehabilitation of the Big Carlos Pass Bridge, addressing safety for all road and water users including motorists, bicyclists, pedestrians, and marine vessels. KCA is coordinating with Lee County and FDOT to obtain location and design concept approval from FHWA on a preferred alternative. The study will be in accordance with NEPA, develop the purpose and need for the project, and determine environmental class of action following the FDOT PD&E Manual and using the ETDM process. KCA will conduct environmental and structural analyses, lead public involvement/information meetings, obtain and analyze traffic data, develop conceptual design plans, coordinate with UAOs, determine right-of-way impacts, and develop cost estimates. Additionally, KCA will evaluate traffic noise and noise walls as part of this study. Role: Structures Engineer Ortiz Avenue from Colonial Boulevard (SR 884) to Dr. Martin Luther King Jr. Boulevard (SR 82), Lee County, FL. This project includes design services and preparation of construction plans, permits and specifications for the widening of Ortiz Avenue from Colonial Boulevard (SR 884) to Dr. Martin Luther King Jr. Boulevard (SR 82). The existing 1.7-mile corridor consists of a two-lane undivided arterial roadway with shoulders and a 10-foot multi- use path located on the west side of the corridor. KCA is designing a four-lane facility. Based on a traffic study and analysis, accommodations for an ultimate six-lane facility will be considered, analyzed, and included where feasible. A multi-use path will remain on the west side of the roadway, and a 5-foot sidewalk will be proposed on the east side. On-street bicycle facilities will be provided on both sides of the roadway. The plans will include roadway transitions from the existing and/or planned roadway typical sections to the roadway typical sections approaching SR 884, SR 82 and the Hanson Street roundabout. The scope of services also includes the design and preparation of construction plans, permits, and specifications for the relocation of existing Lee County Utilities. Role: Chief Structures Engineer John Yarbrough Linear Park Multi-Use Trail (JYLPMT) Extension, City of Fort Myers, FL. Located within the City of Fort Myers and unincorporated Lee County, the JYLPMT is an existing, non-motorized transportation and recreation corridor, currently extending approximately 6 miles, from Six Mile Cypress Parkway to Colonial Boulevard. The proposed 12-foot-wide, 1.8-mile long, Guillermo Madriz, PE Principal-in-Charge Mr. Madriz has 26 years of experience in structures design. He currently serves as KCA’s structures department manager and has served as the lead design engineer and project manager for projects that involved highway bridges, foundation analysis and design, retaining walls, and utility structures. Mr. Madriz is experienced in the design of reinforced and prestressed concrete bridges, I-girder and box girder steel bridges, horizontally curved steel bridges, and advanced foundations design. Mr. Madriz has CEI experience including supervision of construction methods and estimation of operating costs. Mr. Madriz assisted with the programming of the FB-Pier software for the University of Florida. Education z MSCE, University of Florida, 1998 z BSCE, University of Costa Rica, 1994 Registrations/Certifications z Professional Engineer: Florida, 57530 Affiliations z Florida Institute of Consulting Engineers, Corporation z American Society of Civil Engineers, 379912 Areas of Specialization Design-Build z Project Management z Surface Transportation Analysis/Design z Bridge/Structures Design z High-Level to Multi-Span Bridgesz QA/QC 1-15 16.B.2.c Packet Pg. 595 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Guillermo Madriz, PE Page 2 Kisinger Campo & Associates, Corp.  Principal-in-Charge A. Max Brewer Bridge Replacement over the Indian River, FDOT District Five. This design-build project involves the design of a high-level replacement bridge over the Indian River. The replacement bridge has an overall length of 3,200 feet, with a 170-221-170-foot three-span continuous unit over the navigation channel, and high-level approaches comprised of 147-foot spans with a continuous deck slab incorporating three span units between expansion joints. This project also involves the construction of an independent pedestrian bridge that spans across a relief channel, and the construction of a fishing pier that will be of great value to the very active local fishing community. Role: Design Engineer SR 56 Extension from Meadow Pointe Boulevard to US 301, FDOT District Seven, Pasco County, FL. Cone & Graham, Inc. (C&G) in association with KCA was selected by FDOT District Seven to provide all aspects of the creation of the SR 56 Extension from Meadow Pointe Boulevard to US 301 in Pasco County (including providing the right-of-way, completing PD&E re-evaluation, permitting, utilities, design, drainage, and construction). The extension of SR 56 will provide an east-west corridor that will alleviate traffic on SR 54 by providing a direct truck route for the industrial development on the Chancey Road Bypass. The project will also promote development and growth for the City of Zephyrhills and adjacent communities. Role: Lead Structures Engineer Card Sound Road Bridges Repairs, Monroe County, FL. This project consisted of engineering services for the repair of five bridges along Card Sound Road, including the high-level bridge over Card Sound. Located in the highly corrosive environment of the Florida Keys, the bridges had ongoing deterioration related to corrosion of reinforcing steel within the concrete elements. KCA was retained to evaluate the existing condition of the bridges and design repairs to achieve a service life of 10 to 15 additional years. Construction costs are approximately $4,000,000. Role: Design Engineer, responsible for the design of the deck replacement of the bridge over Saunders Creek, performed analysis and design of prestressed slab units, and concrete toping to create rigid diaphragm behavior, responsible for evaluating existing pile bent under the proposed loading conditions, and performed cost analysis of different deck replacement alternatives Bimini Drive Bridge Replacement, Monroe County, FL. KCA is providing structures, drainage, and roadway design; environmental assessment and permitting; utility coordination; and public involvement services for the Bimini Drive Bridge (Bridge No. 904603) Replacement project. The Bimini Drive Bridge is one of four historic Duck Key bridges, requiring evaluation under the National Historic Preservation Act (NHPA). Role: Structures Design Engineer shared-use trail, is envisioned for a wide range of non- motorized transportation and recreation activities, such as bicycling, walking, and rollerblading. KCA will team with the City to develop the safe extension that will become a great addition to the community and the City Fort Myers’s bike/pedestrian network. The KCA team proposed an innovative approach for establishing the proposed trail alignment over the Ten Mile Canal before spanning Colonial Boulevard, distancing the construction from the Seminole Gulf Railroad. Role: Structures QC Maydell Drive Bridge Replacement, FDOT District Seven and Hillsborough County, Hillsborough County, FL. KCA was selected by Hillsborough County for the Maydell Drive over Palm River Bridge Replacement PD&E/ Design Contract. This project is a Hillsborough County/ FDOT LAP Project and consists of replacing the existing 616-foot bridge, reconstructing the roadway approaches, and providing pedestrian connectivity. The structurally deficient bridge has been closed to vehicular and pedestrian traffic for several years. The bridge is highly visible as you drive east on the Selmon Expressway, and it is a great opportunity to showcase KCA’s diverse capabilities to Hillsborough County. The KCA Team is providing a PD&E study, final design plans, specification and construction phase support for this project. Seeking an accelerated design schedule, KCA will be guiding the County through the SWAT process. Role: Structures Design Oversight Gateway Expressway Design-Build (D/B), FDOT District Seven, Pinellas County, FL. The $545 million Gateway Expressway D/B project is the most significant transportation project in Pinellas County since the expansion of US 19. This project is a critical part of the Tampa Bay Area’s growing transportation network as it will provide much needed limited and controlled access connections from CR 611 on the north side, US 19 on the west side, and the St. Pete/Clearwater International Airport to I-275. The project includes the first section of Tampa Bay’s Next Network by constructing the initial segment of the Express Lanes on I-275. Overall project improvements include upgraded interchanges and grade separations with new ramps, bridges, and flyovers; enhancements to arterial surface roads; various intersection renovations; and utility improvements. KCA is providing MOT, roadway and structures design, drainage, and S&PM services for this fast-paced expansive project. A safety and crash analysis was performed along with a conceptual ramp design and a Pond Siting Report. After the District received approval of the Interchange Operational Analysis Report (IOAR), KCA completed final design including a new two-lane exit ramp, ramp lighting, drainage improvements, and signal modifications. Role: Engineer-of-Record (EOR) 1-16 16.B.2.c Packet Pg. 596 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Kisinger Campo & Associates, Corp.  Constructability/Bidability Project Experience Ortiz Avenue from Colonial Boulevard (SR 884) to Dr. Martin Luther King Jr. Boulevard (SR 82), Lee County, FL. This project includes design services and preparation of construction plans, permits and specifications for the widening of Ortiz Avenue from Colonial Boulevard (SR 884) to Dr. Martin Luther King Jr. Boulevard (SR 82). The existing 1.7-mile corridor consists of a two-lane undivided arterial roadway with shoulders and a 10-foot multi-use path located on the west side of the corridor. KCA is designing a four-lane facility. Based on a traffic study and analysis, accommodations for an ultimate six-lane facility will be considered, analyzed, and included where feasible. A multi-use path will remain on the west side of the roadway, and a 5-foot sidewalk will be proposed on the east side. On-street bicycle facilities will be provided on both sides of the roadway. The plans will include roadway transitions from the existing and/or planned roadway typical sections to the roadway typical sections approaching SR 884, SR 82 and the Hanson Street roundabout. The scope of services also includes the design and preparation of construction plans, permits, and specifications for the relocation of existing Lee County Utilities. Role: CEI Oversight/QC Management CR 78 from Kirby Thompson Rd. to Fort Denaud SCRAP, Hendry County, FL. This 1.5-mile segment of CR 78 (FPID: 435050-1) was originally programmed by FDOT in 2013 with Small County Outreach Program (SCOP) funds. As a result of shifting County priorities in 2015, the project was deferred until FY 18/19 and the funding was switched to SCRAP. The original SCOP funding in 2013 included funding for widening the travel lanes by 2 feet and adding 6-foot shoulders (4- foot paved) as well as resurfacing the entire length of the project. By statute, SCRAP funds may not be used for capacity improvement projects. However, on recent District One SCRAP projects, KCA has helped other Local Agencies appeal to FDOT CO Local Programs to make determinations that shoulder widening should be deemed a safety improvement and not a capacity improvement. In some specific cases, CO has authorized that shoulder widening could be considered reimbursable under the SCRAP funding. As such, the KCA Structures Division is also providing bridge rehabilitation design documents for bridge no. 070011 over Jacks Branch as part of the project design services. Role: CEI Oversight/QC Management Fort Denaud Road Improvements (SCOP/SCRAP Project #ITB 2019-05; FIN#: 436652-1-54-01/02), Hendry County, Hendry County, FL. Project entailed old-in Place mixed, full depth reclamation and resurfacing. Included some utility work, such as new storm drainage pipe and structures and relocation of several major irrigation crossings. Construction Cost:$1,277,624 Contractor: Lynch Paving & Construction Company, Inc. Contact: Kelly A. O’Nan, EI, Hendry County Engineering Department, 863.612.4727 Role: Senior Project Engineer/ Senior Project Administrator Del Prado Boulevard & 47th Terrace Signal Project, (Project # B210107MIF), Lee County DOT, Lee County FL. Project located in Lee County, Florida, includes the design and CEI for the replacement of one mast arm and new traffic signal heads, and upgrades for the pedestrian signals/crossing at Del Prado Boulevard and 48th Terrace in Cape Coral. Mast Arm was damaged in traffic accident. Contract Amount: $179,328 Contractor: American Paul Wingard, PE, LEED AP, CGC Constructability/Bidability Mr. Wingard has 50 years of experience and provides construction services for highway and bridge construction projects and has extensive experience in all facets of construction engineering and management. Prior to joining KCA in July 2011, Mr. Wingard served for 17 years as Deputy Department Director for Lee County Department of Transportation, where he managed approximately 300 staff from the operations, tolls, and traffic divisions. Education z B.S., Civil Engineering, University of New York, Buffalo, 1974 z A.S., Engineering Science, Erie Community College, 1972 Registrations z Professional Engineer: Florida, 41688 (1989) Certifications: TIN W526699521700 z CTQP QC Manager z FDEP Qualified Stormwater Management Inspector, z 26887 z Florida General Contractor: GC C056872 z Florida Underground Contractor: CU C056708 z LEED Accredited Professional z FDOT Critical Structures Self Study 1-17 16.B.2.c Packet Pg. 597 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Paul Wingard, PE, LEED AP, CGC Page 2 Kisinger Campo & Associates, Corp. Constructability/Bidability improvements, widening the existing roadway to accommodate bicycle lanes, milling and resurfacing the entire roadway from US 41 to Three Oaks, and some miscellaneous utility work. It also includes adding sidewalks as well as extensive landscape improvements including a new Irrigation system with multiple wells. New decorative street lighting will be added for the length of the corridor. The project will be complete in late 2020. Construction Cost: $7.9 million Contractor: Cougar Contracting LLC Contact: Bob Franceschini, Villages of Estero, 239.565.6346 Role: Senior Project Engineer/ Senior Project Administrator College Parkway Signal Reconstruction (College Parkway and Winkler Road and College Parkway and South Pointe Boulevard), Lee County Public Works, Lee County, FL. College Parkway signal reconstruction includes the complete reconstruction of two traffic signals on College Parkway (South Pointe Blvd. and Winkler Road). Project encompassed drilled hafts, 4 mast arms at each intersection and includes new controllers, and signal placement. Extensive coordination with local utilities to find locations for the new drill shafts was required. The existing two span wire systems will be removed and replaced with mast arms. ADA requirements are being implemented on the new sidewalk and crosswalks at the intersections. Cost: $760,000 Contractor: Circa 2019; Florida Safety Contractors Contact: Michael Padgett, Public Works Project Manager, 239.707.9402 Role: Senior Project Engineer/ Senior Project Administrator Turner Avenue at Roan/Gibson Street Intersection Improvement Construction Services LAP Project (FP#: 435014-1-58-01 LAP ), DeSoto County, DeSoto County, FL. This LAP funded project widened Gibson Street and Turner Avenue north and south of the intersection, stabilized the shoulders, and replaced the span wire suspended signals with signal masts (2) and signal arms (4) as well as pedestrian crossings and ADA compliant crosswalks and sidewalks. Construction Cost: $934,183 Contractor: AJAX Paving, Inc. Contact: Michael Giardullo, P.E., DeSoto County Engineer, 941.916.8073 Role: Senior Project Engineer/ Senior Project Administrator Gunnery Road and 8th Street SW (G0Y78 | 438373-1- 58-01), LAP Project Lee County DOT, Lee County, FL. LAP funded project that encompassed the construction of four new mast arms and signalization for the intersection of Gunnery and 8th Street. Included adding turn lanes, miscellaneous storm drainage and mill and resurfacing of the intersection. Construction Cost: $838,780 Contractor: Wright Construction Contact: Alejandro Slaibe, P.E., Project Manager, Lee County DOT, 239.533.8141 Role: Senior Project Engineer/ Senior Project Administrator Infrastructure Services, Inc (AIS) Contact: Ryan Kirsch, Lee County DOT Project Manager, 239.533.9512 Role: Senior Project Engineer Joel Boulevard and E. 6th Street Signal Project (JEI Project ID: 206372-16), Lee County DOT, Lee County, FL. Project includes the installation of a new traffic signal at Joel Boulevard and E. 6th Street, located in Lee County, Florida. Contract Amount: $287,837 Contractor: Ajax Paving/AIS Contact: Ryan Kirsch, Lee County DOT Traffic Project Manager, 239.533.9512 Role: Senior Project Engineer Reynolds Street Bridge Replacement (FDOT SCOP funding FPID # 438574-1-54-01), DeSoto County, FL. Project includes removal of existing two lane wood bridge and replacement with new structure, concrete piles, CIP flat slab bridge (2 lane, 3 span structure, 94’ long), associated road work, retaining wall and drainage/ erosion protection. CEI Cost: $172,321 Cost: $1,152,537 Contractor: Thomas Marine Contact: Michael Giardullo, P.E., DeSoto County Engineer 941.916.8073 Role: Senior Engineer Hanson Street Sidewalk LAP (FPID# 436798-1-54- 01), City of Fort Myers, Fort Myers, FL. Construction of sidewalk project including some storm drainage piping and structures, ADA ramps and pavement markings, US 41 to MontClaire Circa 2020; Contractor: Coastal Concrete Products Cost: $320,811 Contact: Jhonny Foronda, EI, City of Fort Myers PM 239.321.7454 Role: Senior Project Engineer CR 835 (Hendry County SCOP/SCRAP FPID# 438580- 1-54-01; BID# 2020-07), Hendry County, FL. The work consists of the resurfacing including a 4” layer of CIR of approximately one mile of CR 835, located from 6.75 miles south of US 27 to 5.75 miles south of US 27 in Clewiston, Florida, located in Hendry County. Cost: $898,644 Contractor: OHL USA, Inc. Contact: Kelly A.O’Nan, E.I., Hendry County Engineering Department, 863.612.4727 Role: Senior Project Engineer Winkler Avenue, Six Mile Cypress, Challenger Boulevard Asphalt Bike Path/Trail (LAP Project:– G0V64; FPID: 435022-01-58-01; ITB# 0001-20), City of Fort Myers, Fort Myers, FL. Construction of an 8’ shared use path along Six Mile Cypress Parkway from Winkler Avenue extension to Challenger Boulevard Asphalt Bike Path/Trail that includes minor drainage work. Construction Cost: $142,551 Contractor: Strickler Brothers Underground, Inc. Contact: Jhonny Foronda, E.I., City of Fort Myers Project Manager, 239,321.7454 Role: Senior Project Engineer/ Senior Project Administrator Estero Parkway Widening and Beautification, Village of Estero, FL. This is a 330 day contract with a bid value of $7.948 million. The project includes drainage 1-18 16.B.2.c Packet Pg. 598 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Kisinger Campo & Associates, Corp.  QA/QC Project Experience Vanderbilt Drive Bridge Replacements, Collier County, FL. KCA was selected by Collier County for the Vanderbilt Drive Bridge Replacements project to replace two functionally obsolete bridges located on Vanderbilt Drive and resurfacing/reconstructing the roadway between the two bridges. Additional improvements include a shared-use path along the west side of the road within the project limits, access to an existing canoe launch at Little Horse Pass, and roadway profile modifications to improve stopping sight distance at the intersection of Vanderbilt Drive and entrance into the Marina Bay Club condominiums. The project begins approximately 0.7 miles north of CR 846 and ends at the south approach to the bridge over the Cocohatchee River. The new bridges will consist of a four-sided box culvert and a multi-span flat slab bridge. Maintaining traffic during construction and relocating public utilities to enable continuous service is critical. KCA will provide roadway and structural design, pavement design, traffic control plans, signing and pavement marking, utility relocation design, utility coordination, drainage, and environmental permitting services. Role: Structures QC Cape Coral Bridge Design/Owner’s Representative, Lee County, FL. The KCA team was selected to perform Design and Owner’s Representative services for the westbound span replacement and eastbound span widening of the Cape Coral Bridge between Cape Coral and Fort Myers in Lee County. The key aspects of this project include development of a design that expands the existing facility to six lanes while minimizing right-of-way (R/W) impacts, maintains westbound access for residents on the Cape Coral causeway, incorporates sheltered sidewalks on each bridge that tie into pedestrian facilities on Cape Coral Parkway and College Parkway, and maintains four lanes of traffic and local resident access throughout construction. The final design will focus on safety for both vehicular and pedestrian traffic. The design will also have the vision to incorporate high-value aesthetic components into the entire project to provide the “Signature Gateway” to the City of Cape Coral that is consistent with Lee County and the City of Cape Coral’s goals for the project. Role: Structures QC Chokoloskee Bay Bridge, Collier County, FL. The project includes performing a constructability and bidability review of the construction documents for the Chokoloskee Bridge Replacement project. KCA performed a comprehensive, thorough independent check of the EOR’s project documents including plans, reports, design calculations, specifications, technical special provisions, engineer’s cost estimate, and quantity computations. Role: Structures Peer Review Louisville-Southern Indiana Ohio River Bridges Project Downtown Phase Design Build Procurement. Managed preparation of a design- build tender for a joint venture of Skanska Construction, Flatiron Construction, and Dragados USA. Included the reconstruction and operational improvements to the interchange junctures of I‐65, I‐64, and I‐71; the southern approaches to a new Ohio River Bridge; the construction of a new I‐65 Ohio River Bridge; the reconfiguration and rehabilitation of the existing I‐65 Kennedy Bridge; and the Indiana northern approaches to the bridges with the various local egresses and ingresses to I‐65. Role: Structures Peer Review Big Carlos Pass PD&E Study and Final Design, Lee County, FL. This project involves conducting a PD&E Study to consider alternatives for replacement or rehabilitation of the Big Carlos Pass Bridge, addressing safety for all road and water users including motorists, bicyclists, pedestrians, and marine vessels. KCA is coordinating with Lee County and FDOT to obtain location and design concept approval from FHWA on a preferred alternative. The study will be in accordance with NEPA, develop the purpose and need for the project, and determine environmental class of action following the FDOT PD&E Manual and using the ETDM Thomas Lovett, PE QA/ QC Mr. Lovett has 45 years of experience. He specializes in preliminary and final design of various bridge types, including long-span cable-stayed, concrete, box girder and continuous steel plate girder. He is a seasoned project manager, with expertise in structural analysis and design for bridges, interchanges, and grade separation structures in urban and rural locations. Mr. Lovett currently serves as a Quality Control Reviewer for KCA’s Structures Department, where he ensures every document/submittal follows KCA’s five-step QA/QC plan. Education z BSCE University of Maryland, 1975 Registrations z Professional Engineer, 1982/Florida #31817 Areas of Specialization Quality Control z Bridge Design z Structural Analysis zInterchanges z Project Management/Coordination z Plans Review 1-19 16.B.2.c Packet Pg. 599 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Thomas Lovett, PE Page 2 Kisinger Campo & Associates, Corp. QA/QC Bimini Drive Bridge Replacement, Monroe County, FL. KCA is providing structures, drainage, and roadway design; environmental assessment and permitting; utility coordination; and public involvement services for the Bimini Drive Bridge (Bridge No. 904603) Replacement project. The Bimini Drive Bridge is one of four historic Duck Key bridges, requiring evaluation under the National Historic Preservation Act (NHPA). Role: Structures Technical Advisor I-4 Design Build Ultimate, FDOT District Five. This $2.32 billion project includes the reconstruction of 21 miles of I-4 extending from Kirkman Road to SR 434; reconstructing 15 major interchanges, constructing more than 140 bridges, adding four variable priced toll express lanes in the median, and completely rebuilding the general use lanes along the entire corridor. The project is being procured by FDOT as a public-private partnership (P3). The project involves the widening 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. KCA’s responsibilities include peer review for the design of the major bridges. The P3’s concession agreement sets the concessionaire’s responsibility to design, build, finance, operate, and maintain the facility for 40 years. Under this procurement method, large, complex projects can be combined and accelerated using the public-private partnership approach, advancing the benefits of the project to the public sooner than traditional methods. Role: Senior Technical Advisor Gateway Expressway Design-Build (D/B), FDOT District Seven, Pinellas County, FL. The $545 million Gateway Expressway D/B project is the most significant transportation project in Pinellas County since the expansion of US 19. This project is a critical part of the Tampa Bay Area’s growing transportation network as it will provide much needed limited and controlled access connections from CR 611 on the north side, US 19 on the west side, and the St. Pete/Clearwater International Airport to I-275. The project includes the first section of Tampa Bay’s Next Network by constructing the initial segment of the Express Lanes on I-275. Overall project improvements include upgraded interchanges and grade separations with new ramps, bridges, and flyovers; enhancements to arterial surface roads; various intersection renovations; and utility improvements. KCA is providing MOT, roadway and structures design, drainage, and S&PM services for this fast-paced expansive project. A safety and crash analysis was performed along with a conceptual ramp design and a Pond Siting Report. After the District received approval of the Interchange Operational Analysis Report (IOAR), KCA completed final design including a new two-lane exit ramp, ramp lighting, drainage improvements, and signal modifications. Role: Structures Technical Advisor/QC Review process. KCA will conduct environmental and structural analyses, lead public involvement/information meetings, obtain and analyze traffic data, develop conceptual design plans, coordinate with UAOs, determine right-of-way impacts, and develop cost estimates. Additionally, KCA will evaluate traffic noise and noise walls as part of this study. Role: Structures Technical Advisor Maydell Drive Bridge Replacement, FDOT District Seven and Hillsborough County, Hillsborough County, FL. KCA was selected by Hillsborough County for the Maydell Drive over Palm River Bridge Replacement PD&E/ Design Contract. This project is a Hillsborough County/ FDOT LAP Project and consists of replacing the existing 616-foot bridge, reconstructing the roadway approaches, and providing pedestrian connectivity. The structurally deficient bridge has been closed to vehicular and pedestrian traffic for several years. The bridge is highly visible as you drive east on the Selmon Expressway, and it is a great opportunity to showcase KCA’s diverse capabilities to Hillsborough County. The KCA Team is providing a PD&E study, final design plans, specification and construction phase support for this project. Seeking an accelerated design schedule, KCA will be guiding the County through the SWAT process. Role: Structures Technical Advisor/QC Review John Yarbrough Linear Park Multi-Use Trail (JYLPMT) Extension, City of Fort Myers, FL. Located within the City of Fort Myers and unincorporated Lee County, the JYLPMT is an existing, non-motorized transportation and recreation corridor, currently extending approximately 6 miles, from Six Mile Cypress Parkway to Colonial Boulevard. The proposed 12-foot-wide, 1.8-mile long, shared-use trail, is envisioned for a wide range of non- motorized transportation and recreation activities, such as bicycling, walking, and rollerblading. KCA will team with the City to develop the safe extension that will become a great addition to the community and the City Fort Myers’s bike/pedestrian network. The KCA team proposed an innovative approach for establishing the proposed trail alignment over the Ten Mile Canal before spanning Colonial Boulevard, distancing the construction from the Seminole Gulf Railroad. Role: Structures Technical Advisor/ QC Review I-75 at US 301 Interchange, FDOT District One, Manatee County, FL. This project consists of widening a six-lane interstate to eight lanes and major modifications to the interchange. The project length is four miles. The interchange modifications involve reconstruction of the partial cloverleaf to a diamond interchange. This requires two new 4,000-foot-long structures for two legs of the diamond interchange to span the Manatee River. Two additional 1,000-foot-long structures over Salt Marsh will also be widened. All stormwater is being treated within the existing right of way. Role: Senior Technical Advisor 1-20 16.B.2.c Packet Pg. 600 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Project Experience John Yarbrough Linear Park Multi-Use Trail (JYLPMT) Extension, City of Fort Myers, FL. Located within the City of Fort Myers and unincorporated Lee County, the JYLPMT is an existing, non-motorized transportation and recreation corridor, currently extending approximately 6 miles, from Six Mile Cypress Parkway to Colonial Boulevard. The proposed 12-foot-wide, 1.8-mile long, shared-use trail, is envisioned for a wide range of non- motorized transportation and recreation activities, such as bicycling, walking, and rollerblading. KCA will team with the City to develop the safe extension that will become a great addition to the community and the City Fort Myers’s bike/pedestrian network. The KCA team proposed an innovative approach for establishing the proposed trail alignment over the Ten Mile Canal before spanning Colonial Boulevard, distancing the construction from the Seminole Gulf Railroad. Role: Roadway QC Review Big Carlos Pass PD&E Study and Final Design, Lee County, FL. This project involves conducting a PD&E Study to consider alternatives for replacement or rehabilitation of the Big Carlos Pass Bridge, addressing safety for all road and water users including motorists, bicyclists, pedestrians, and marine vessels. KCA is coordinating with Lee County and FDOT to obtain location and design concept approval from FHWA on a preferred alternative. The study will be in accordance with NEPA, develop the purpose and need for the project, and determine environmental class of action following the FDOT PD&E Manual and using the ETDM process. KCA will conduct environmental and structural analyses, lead public involvement/information meetings, obtain and analyze traffic data, develop conceptual design plans, coordinate with UAOs, determine right-of-way impacts, and develop cost estimates. Additionally, KCA will evaluate traffic noise and noise walls as part of this study. Role: Roadway QC Bimini Drive Bridge Replacement, Monroe County, FL. KCA is providing structures, drainage, and roadway design; environmental assessment and permitting; utility coordination; and public involvement services for the Bimini Drive Bridge (Bridge No. 904603) Replacement project. The Bimini Drive Bridge is one of four historic Duck Key bridges, requiring evaluation under the National Historic Preservation Act (NHPA). Role: Roadway QC Ortiz Avenue from Colonial Boulevard (SR 884) to Dr. Martin Luther King Jr. Boulevard (SR 82), Lee County, FL. This project includes design services and preparation of construction plans, permits and specifications for the widening of Ortiz Avenue from Colonial Boulevard (SR 884) to Dr. Martin Luther King Jr. Boulevard (SR 82). The existing 1.7-mile corridor consists of a two-lane undivided arterial roadway with shoulders and a 10-foot multi- use path located on the west side of the corridor. KCA is designing a four-lane facility. Based on a traffic study and analysis, accommodations for an ultimate six-lane facility will be considered, analyzed, and included where feasible. A multi-use path will remain on the west side of the roadway, and a 5-foot sidewalk will be proposed on the east side. On-street bicycle facilities will be provided on both sides of the roadway. The plans will include roadway transitions from the existing and/or planned roadway typical sections to the roadway typical sections approaching SR 884, SR 82 and the Hanson Street roundabout. The scope of services also includes the design and preparation of construction plans, permits, and specifications for the relocation of existing Lee County Utilities. Role: Roadway QC John P. Mazeres, PE QA/ QC Mr. Mazeres has 36 years of experience in Engineering Management in field and design roles for various types of roadway projects. He has considerable experience with FDOT PD&E’s, conventional design, design- build plans preparation and presentation proposals with a strong background in project management. He also has expertise in the following computer programs MicroStation, GEOPAK, and AutoCAD 2000. Other software applications include Suretrak, as well as FDOT’s TRNS*PORT System, Cost Estimating system, and their Long Range Estimating system. He joined KCA in 2016. Education z BSCE, Mississippi State University, 1986 Registrations/Certifications z Professional Engineer: Florida, 61299; North Carolina, 043935 Affiliations z American Society of Civil Engineers Areas of Specialization Quality Control z Scheduling z Project Management/ Project Coordination z Roadway Design z Work Zone Traffic Control Kisinger Campo & Associates, Corp. z QA/QC 1-21 16.B.2.c Packet Pg. 601 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for John Mazeres, PE Page 2 Kisinger Campo & Associates, Corp. z QA/QC SR 50 Bypass from Broad Street to Jefferson Street, FDOT District Seven, Hernando County, FL. The project involves adding lanes and rehabilitating the existing pavement for SR 50/Cortez Boulevard in Hernando County. SR 50 from Broad Street to Jefferson Street is a four-lane urban principal arterial on the Florida SIS. Improvements include widening SR 50 to the inside median and milling and resurfacing the existing travel lanes and shoulders. Additional improvements include adding sidewalk, lighting, drainage, permits, utility coordination, structures, ITS, S&PM, and signals. Optional services include railroad grade crossing improvements and limited roadway approach resurfacing at CSX Railroad Crossing 624906G and a shared-use path on the south side of SR 50. Role: Roadway QC SR 20 from Alachua County Line to SW 56th Avenue, FDOT District Two, Putnam County, FL. This project involves widening SR 20 from a rural two-lane undivided roadway to an urban four-lane divided roadway from the Alachua County Line to SW 56th Avenue in Putnam County, which will increase capacity, improve overall safety, and connect additional widening projects to facilitate east/west movements across the state. Additionally, KCA will design bike lanes, 5-foot sidewalks, and a 10-foot-wide multi-use path along the south side of SR 20. Our team will also provide dual bridges, 300 feet in length, at Fowler’s Prairie. The KCA team will provide roadway and structures design, drainage/permitting, S&PM/traffic/signals, surveying, and right-of-way mapping/SUE services. Role: Roadway QC Previous Experience Rummel, Klepper & Kahl, LLP. Responsible for engineering design and for two major PD&E studies in FDOT Districts One and Seven, prepared Letter of Response and directly marketed FDOT Districts One Two, Five and Seven for RRR projects, major interchanges and arterial/collector projects. As the Project Manager, won a 1.4 mile urban resurfacing project in FDOT District Seven. Assisted in design-build efforts for Monroe By-Pass and winning proposal design for Asheboro By-Pass in North Carolina. Role: Senior Engineer/Project Manager (December 2011 to December 2016). Jacobs Engineering Group Inc. Supervised a team of 13 engineers and designers on both conventional and major design-build projects in all aspects of roadway design including FDOT pavement design, FDOT plans preparation and submittal requirements for Districts One and Seven, traffic control plan design, signing, pavement and marking design. Additional duties included preparation and submittal of several design- build proposals for roadway, signing and pavement marking and traffic control plans. Role: Roadway Department Manager (February 2006 to December 2011) Specific projects included: • Sawgrass Expressway, Broward County. $66 million roadway widening design-build project. Role: Roadway Project Engineer • US 1 and Jewfish Creek Bridge Reconstruction Design-Build, Key Largo, FL. Assisted in final roadway plans for $147 million project. Role: Traffic Control Plan EOR • US 19/US 98 Cross Florida Barge Canal Design-Build, FDOT District Seven, Citrus County, FL. $33 million design-build project. Role: EOR for the roadway, signing and pavement marking plans and traffic control plans • I-95 Widening Design-Build, FDOT District Five, Brevard County, FL. $196 million roadway widening design-build project. Role: Signing and Pavement Marking Plans EOR • East-West Roadway Design-Build, FDOT District One, Polk County, FL. $47 million roadway widening design- build project. Role: Roadway EOR • I-295 at Blanding Boulevard, FDOT District Two, Duval County, FL. $77 million interstate collector distributor Role: Roadway EOR Parsons Brinckerhoff Quade & Douglas Inc. Role: Senior Project Engineer and Quality Control Manager, responsible for two updates to the Hillsborough County Transportation Technical Manual for local roads and streets. Prepared several specification packages for FDOT Bridge rehabilitation projects. Additionally, provided post design services including responding to Request for Information (RFI’s), revisions, liaison between design, Construction Engineering Inspection (CEI) and contractor for three major FDOT projects. (February 2001 to February 2006) Additional projects included: • Symmes Road at Bullfrog Creek. Included PD&E phase through final construction. Role: Roadway EOR • Eastbay Road at Bullfrog Creek. Included PD&E phase through final construction. Role: Roadway EOR 1-22 16.B.2.c Packet Pg. 602 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Kisinger Campo & Associates, Corp.  Roadway Design Project Experience Ms. Wisdom has served in design and project management roles for major and minor projects throughout Southwest Florida for 14 years ranging from the designs of sidewalks, shared- use paths, pedestrian bridges and transit facilities to curve safety improvements, roadway resurfacing and roadway widening projects. No matter the contract size, Ms. Wisdoms goal is to provide a thorough analysis, offer economical and safe solutions, and maintain constant lines of communication. Her knowledge and experience managing projects with a variety of funding sources, including FDOT Local Agency Program (LAP), and coordinating with various permitting agencies are advantages that translate into successful endeavors for any organizations most prized project. Ms. Wisdom is also proficient in the following software MicroStation, ArcGIS, and MS Project. Adrienne Wisdom, PE Roadway Design Education z B.S., Civil Engineering, Florida Gulf Coast University, 2009 Registrations/Certifications z Professional Engineer: Florida, 78492 z FDOT Advanced Maintenance of Traffic (MOT) z FDEP Qualified Stormwater Management Inspector, 28687 Affiliations z Institute of Transportation Engineers (ITE) Areas of Specialization Roadway Design z Project Management/Coordination z Plans Review Ortiz Avenue from Colonial Boulevard (SR 884) to Dr. Martin Luther King Jr. Boulevard (SR 82), Lee County, FL. This project includes design services and preparation of construction plans, permits and specifications for the widening of Ortiz Avenue from Colonial Boulevard (SR 884) to Dr. Martin Luther King Jr. Boulevard (SR 82). The existing 1.7-mile corridor consists of a two-lane undivided arterial roadway with shoulders and a 10-foot multi- use path located on the west side of the corridor. KCA is designing a four-lane facility. Based on a traffic study and analysis, accommodations for an ultimate six-lane facility will be considered, analyzed, and included where feasible. A multi-use path will remain on the west side of the roadway, and a 5-foot sidewalk will be proposed on the east side. On-street bicycle facilities will be provided on both sides of the roadway. The plans will include roadway transitions from the existing and/or planned roadway typical sections to the roadway typical sections approaching SR 884, SR 82 and the Hanson Street roundabout. The scope of services also includes the design and preparation of construction plans, permits, and specifications for the relocation of existing Lee County Utilities. Role: Project Manager/Roadway Engineer-of-Record (EOR) Big Carlos Pass Bridge Replacement PD&E and Design, Lee County, FL. This project involves conducting a PD&E Study to consider alternatives for replacement or rehabilitation of the Big Carlos Pass Bridge, addressing safety for all road and water users including motorists, bicyclists, pedestrians, and marine vessels. KCA will conduct environmental and structural analyses, lead public involvement/information meetings, obtain and analyze traffic data, develop conceptual design plans, coordinate with utility agency owners (UAOs), determine right-of-way (R/W) impacts, and develop cost estimates. Additionally, KCA will evaluate traffic noise and noise walls as part of this study. After approval of the recommended alternative, KCA will provide the final design including the design of the bridge, roadway, drainage, and all permitting. Role: Roadway Engineer Burgundy Farms Road Roadway Improvements, Lee County, FL. KCA provided roadway design and CEI services for the improvements on Burgundy Farms Road. The existing roadway consisted of a shell/base/dirt surface. The road is approximately one mile in length. KCA designed the roadway geometric and pavement design to exceed Florida Green Book and County Land Development Code criteria. Based on existing conditions, significant effort was required to minimize the roadway profile and drainage impacts. This focus was especially important when obtaining exemption from Water Management Permitting and avoidance of environmental impacts. Role: Roadway and Drainage EOR CR 835 Curve Safety Improvements, Hendry County, FL. This project provided curve safety improvements to increase safety and reduce crashes by implementing the recommendations that were identified in the Site Safety Analysis and Justification Report prepared for this project. The improvements are located along five curves on CR 835, in eastern Hendry County (Rogers Curve, Saunders Curve, Blumberg Curve, Jackman Curve, and Southern Division Curve). Design and preparation of a complete set of construction contract documents for curve safety improvements at the five locations is being provided. Specific improvements at the curve locations include enhanced warning signage, superelevation correction, 1-23 16.B.2.c Packet Pg. 603 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Adrienne Wisdom, PE Page 2 Kisinger Campo & Associates, Corp. Roadway Design South Golf Drive Design, City of Naples, FL. This LAP-funded (City of Naples/FDOT District One) project involves Complete Streets design improvements along a 0.7-mile corridor of South Golf Drive from Gulf Shore Boulevard North to US 41 in Naples. The project’s goals are to improve pedestrian safety and connectivity in the South Golf Drive corridor as well as improve bicycle safety and connectivity, street image and aesthetics, driveway connections, parking, and roadway lane improvements. Role: Project Manager/Roadway EOR Tropicaire Boulevard Shared-Use Path, City of North Port, FL. The KCA team was selected by the City of North Port to design its new Tropicaire Boulevard Shared-Use Path project. The win signifies KCA’s first-ever contract win with the City. The proposed 5-mile, 8-foot-wide paved asphalt shared-use path is expected to run adjacent to the south side of Tropicaire Boulevard from Toledo Blade Boulevard to Ponce De Leon Boulevard in North Port and will serve as an important principal east-west connector for the City’s northern boundary. Tropicaire Blvd. is already used as a well-traveled vehicle, pedestrian, bicycle, and equestrian facility. KCA will team with the City to develop a separate and safer path option for North Port residents that will become a great addition to the community and the City’s bike/pedestrian network. Led by Project Manager Alfredo Cely, PE, the KCA team will be tasked with performing design, environmental permitting, development of construction plans and specifications, construction cost and time estimating, and engineering services during construction. Role: Senior Roadway Engineer Ms. Wisdom’s prior work experience includes the following projects: CAT Bus Stop Shelter Design Services, Collier Area Transit, Collier County, FL. Responsible for the design of 10 new bus shelter sites and associated plans preparation. Design of passenger shelters included engineering analysis, analyzing drainage conveyance, sight distance evaluation, and verification of available right-of-way or easements. Role: Project Manager/Engineer Trotter Road, City of Largo, FL. Engineer responsible for the design of the reconstruction of Trotter Road, an important segment of the City of Largo Community Street Network Program and part of the Southwest Urban Trail Corridor. The project reconstructs Trotter Road from 8th Avenue SW to the city limits near Hillsdale SW. The project improves bicycle and pedestrian level of service, and safety through retrofit of a modified urban section, including curb sidewalk, bicycle facilities, intersection improvements, street trees, and enhanced drainage and stormwater treatment. Role: Project Engineer upgraded pavement markings, ground-in rumble stripes at edgeline and centerline, addition of paved shoulders and guardrail installation for protection of canal hazards. Role: Project Manager 60th Avenue East from US 301 to Mendoza Road Improvements, Manatee County, FL. KCA is conducting a study to collect field and engineering data and analyze three build alternatives to for improvements along 60th Avenue East in Manatee County. The objective of this study is to evaluate widening and operational improvements to 60th Avenue East to improve overall traffic operations and provide a multi-modal facility accommodating bicyclists and pedestrians. In close proximity to the Ellenton Premium Outlets, this project (specifically from the intersection of US 301 at 60th Avenue East to Factory Shops Boulevard) is considered high importance and a priority for Manatee County. Improvements include widening 60th Avenue East to a six-lane section from US 301 to Factory Shop Boulevard and widening/reconstructing 60th Avenue from Factory Shop Boulevard to Mendoza Road to provide a two-lane or a four-lane section. The 60th Avenue East corridor from US 301 to Mendoza Road will include street lighting along with bicycle lanes, sidewalks, and/or a multi-use trail. KCA is providing traffic analysis, roadway alternatives development, drainage analysis, environmental impacts analysis, right-of-way (R/W) analysis, and cost estimates. The completion of these tasks will be summarized in a Preliminary Engineering Report, which will be presented to the Manatee County Board of County Commissioners along with a recommended alignment. Role: Roadway Engineer Municipal Service Tax Benefit Unit (MSTBU) Engineer- of-Record (EOR), Lee County, FL. Under Lee County’s MSTBU Program, KCA serves as the EOR performing various services such as developing design alternatives; preparing environmental impact summaries; developing traffic data; preparing final plans and specifications, cost estimates, bid documents, contract documents, and governmental permit applications for the U.S. Army Corps of Engineers, Florida Department of Environmental Protection, South Florida Water Management District, and Lee County Department of Community Development; coordinating utility system adjustments; and providing construction administrative support services. KCA also attends public meetings with property owners and provides input into assessment roll preparation for all MSTBU projects including roads, bridges, drainage systems, water and sewer systems, canal and channel dredging projects, sidewalks, and any other projects which may be considered for construction. Role: Roadway EOR 1-24 16.B.2.c Packet Pg. 604 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Project Experience Ortiz Avenue from Colonial Boulevard (SR 884) to Dr. Martin Luther King Jr. Boulevard (SR 82), Lee County, FL. This project includes design services and preparation of construction plans, permits and specifications for the widening of Ortiz Avenue from Colonial Boulevard (SR 884) to Dr. Martin Luther King Jr. Boulevard (SR 82). The existing 1.7-mile corridor consists of a two-lane undivided arterial roadway with shoulders and a 10-foot multi- use path located on the west side of the corridor. KCA is designing a four-lane facility. Based on a traffic study and analysis, accommodations for an ultimate six-lane facility will be considered, analyzed, and included where feasible. A multi-use path will remain on the west side of the roadway, and a 5-foot sidewalk will be proposed on the east side. On-street bicycle facilities will be provided on both sides of the roadway. The plans will include roadway transitions from the existing and/or planned roadway typical sections to the roadway typical sections approaching SR 884, SR 82 and the Hanson Street roundabout. The scope of services also includes the design and preparation of construction plans, permits, and specifications for the relocation of existing Lee County Utilities. Role: Roadway Engineer Big Carlos Pass Bridge Replacement PD&E and Design, Lee County, FL. This project involves conducting a PD&E Study to consider alternatives for replacement or rehabilitation of the Big Carlos Pass Bridge, addressing safety for all road and water users including motorists, bicyclists, pedestrians, and marine vessels. KCA will conduct environmental and structural analyses, lead public involvement/information meetings, obtain and analyze traffic data, develop conceptual design plans, coordinate with utility agency owners (UAOs), determine right-of-way (R/W) impacts, and develop cost estimates. Additionally, KCA will evaluate traffic noise and noise walls as part of this study. After approval of the recommended alternative, KCA will provide the final design including the design of the bridge, roadway, drainage, and all permitting. Role: Roadway Engineer Bimini Drive Bridge Replacement, Monroe County, FL. KCA is providing structures, drainage, and roadway design; environmental assessment and permitting; utility coordination; and public involvement services for the Bimini Drive Bridge (Bridge No. 904603) Replacement project. The Bimini Drive Bridge is one of four historic Duck Key bridges, requiring evaluation under the National Historic Preservation Act (NHPA). Role: Roadway Engineer SR 5/S. Dixie Highway from north of SW 336th Street to S. of SW 304th Street, FDOT District Six, Miami- Dade County, FL. KCA was selected by FDOT District Six to design the SR 5/S. Dixie Highway from N. of SW 336th Street to S. of SW 304th Street project in Homestead, FL. The win signifies the first roadway design contract win for KCA in District Six in more than 20 years. The project provides Resurfacing, Restoration, and Rehabilitation (RRR) and safety improvements along a 2.2-mile stretch of SR 5/US 1 in Miami-Dade County. The project’s improvements are aimed to extend the facility’s service life and correct deficient pavement conditions through milling and resurfacing the existing pavement, shoulder widening, and widening of turn lanes in addition to Deborah Hernández-Cedeño, PE Roadway Design Ms. Hernandez has 18 years of extensive experience in transportation project management and roadway design, including design and coordination of projects for state clients and local government. As a roadway designer for FDOT District Seven, Ms. Hernandez performed highly technical work in the design of roadways, highway improvements, and RRR projects. Her design experience includes all geometric aspects of interstate highways, highway widening, intersections, temporary traffic control, signing and pavement marking, cost estimating, as well as design report preparations, including design variations and exceptions, Pavement design Package, RRR Reports, Typical Section package, and Design Documentation. She’s also certified FDOT specifications package preparation and Advanced MOT. Education z MEng, University of South Florida 2011 z MSEM, University of South Florida 2010 z BSCE, Polytechnic University of Puerto Rico 2007 Registrations z Professional Engineer: Florida, 74754 ; North Carolina, 043695 Certifications z Advanced Maintenance of Traffic z FDOT Specifications Package Preparation Affiliations z American Society of Civil Engineers Areas of Specialization Roadway Design z Site Development z Horizontal/ Vertical Design z Project Management/Coordination z Plans Reviewz Preparation of Estimates Kisinger Campo & Associates, Corp. z Roadway Design 1-25 16.B.2.c Packet Pg. 605 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Deborah Hernández-Cedeño, PE Page 2 Kisinger Campo & Associates, Corp.  Roadway Design drainage, traffic and traffic control, utility coordination, landscape architecture, and public involvement work. SR 5/US 1, an urban principal arterial, runs through a major commercial corridor located within the City of Homestead and Florida City. The highway is part of the National Highway System and has a Suburban Commercial (C-3C) context classification and Strategic Intermodal System (SIS) designation. Role: Project Manager Hurricane Ian Emergency Services, Lee County, FL. Recently, Hurricane Ian caused tremendous damage to Southwest Florida, especially to Lee County, and KCA provided emergency response services through the 2018 Structural Engineering Services contract. Post-Hurricane Ian, KCA was able to develop, detail, and submit repair plans for five bridges in Lee County in a matter of days, including repair plans for the Big Carlos, Big Hickory, Little Carlos, New Pass, and Cape Coral bridges. Our team also assisted the County in the analysis and repair process of their Spring Training facilities, providing assistance toward analysis of the damaged facilities, which are of utmost importance to the economy of the County. Role: Roadway Engineer Gateway Expressway Design-Build (D/B), FDOT District Seven, Pinellas County, FL. The $545 million Gateway Expressway D/B project is the most significant transportation project in Pinellas County since the expansion of US 19. This project is a critical part of the Tampa Bay Area’s growing transportation network as it will provide much needed limited and controlled access connections from CR 611 on the north side, US 19 on the west side, and the St. Pete/Clearwater International Airport to I-275. The project includes the first section of Tampa Bay’s Next Network by constructing the initial segment of the Express Lanes on I-275. Overall project improvements include upgraded interchanges and grade separations with new ramps, bridges, and flyovers; enhancements to arterial surface roads; various intersection renovations; and utility improvements. KCA is providing MOT, roadway and structures design, drainage, and S&PM services for this fast-paced expansive project.. KCA provided roadway and drainage design support for this project development and environment (PD&E) study. A safety and crash analysis was performed along with a conceptual ramp design and a Pond Siting Report. After the District received approval of the Interchange Operational Analysis Report (IOAR), KCA completed final design including a new two-lane exit ramp, ramp lighting, drainage improvements, and signal modifications. Role: Roadway Engineer SR 56 Extension from Meadow Pointe Boulevard to US 301 in Pasco County for FDOT District Seven. KCA is teamed with Cone & Graham on this 6.3 mile extension of SR 56 will provide an east-west corridor to alleviate traffic on SR 54 with a direct truck route for the industrial development on the Chancey Road Bypass. It includes a four-lane divided typical section compatible with the ultimate six-lane section, centered within 250 feet of R/W. The roadway traverses impaired waterbodies as well as the FEMA floodplain. Floodplain modeling using the New River Watershed model minimized the size of the seven floodplain compensation ponds. The 15 stormwater ponds are designed for the ultimate six-lane section. with frontage roads. The project also includes three new signalized intersections at Meadow Pointe, Morris Bridge Road and US 301. Role: Roadway Engineer I-75 at US 301 Interchange, FDOT District One, Manatee County, FL. This 4-mile project consists of widening a six-lane interstate to eight lanes and major modifications to the interchange. The interchange modifications involve reconstruction of the partial cloverleaf to a diamond interchange. This requires two new 4,000-foot-long structures for two legs of the diamond interchange to span the Manatee River. Two additional 1,000-foot-long structures over Salt Marsh will also be widened. This will provide for a 10-lane ultimate typical section with two express lanes and three general use lanes in each direction. All stormwater is being treated within the existing right-of-way. A final Pond Siting Report has been approved and design is ongoing. Role: Roadway Engineer Intersection Improvements for Veteran’s Parkway at SW 20th Avenue, Lee County Department of Transportation. This project consisted of a design to improve sight distance and meet current standards. The geometry of the eastbound and westbound left turn lanes were analyzed and evaluated. Role: Roadway Design Engineer who aided in design decisions, analyzed and developed proposed geometry, and prepared and assembled construction plans for delivery. 1-26 16.B.2.c Packet Pg. 606 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Kisinger Campo & Associates, Corp.  Roadway Design Project Experience Tubby’s Creek and Mosquito Creek Bridge Replacements, Monroe County, FL. This project consists of the replacement of the existing Tubby’s Creek Bridge and Mosquito Creek Bridge along Card Sound Road. The existing bridges each consist of a three-span hollow core slab unit bridge founded on pile bents that serves as a hurricane evacuation rout for residents that live in the Ocean Reef community as well as all the southern Keys. The existing superstructures and substructures were in poor condition as a result of the structure’s age and the extremely aggressive environment present at the bridge site. Monroe County tasked KCA to design bridge replacements that will provide a full 75 year service life. The bridges will utilize three 44ft spans for a total bridge length of 132 feet and services two 12-foot lanes with 8-foot outside shoulders and single slope traffic barriers. Because these bridges provide essential access to other areas in the Keys, a phased construction concept was required which will allow a single lane of traffic to be open during the entirety of construction. Special preference was given to corrosion resistant materials and special concrete mix designs to ensure this bridge replacement achieves the full 75-year design life. In addition to structures and roadway design, KCA provided MOT, S&PM, and drainage design as well as environmental/permitting services and public involvement for the project. Role: Roadway Engineer US 92/SR 600/Gandy Boulevard (East of 4th Street to Westshore Boulevard) PD&E and Design, FDOT District Seven, Hillsborough and Pinellas Counties, FL. KCA was selected by FDOT District Seven to conduct a PD&E study for Gandy Boulevard from East of 4th Street North in Pinellas County to Westshore Boulevard in Hillsborough County as well as prepare 15% Line and Grade design for the project segment from 4th Street North to west of the Gandy Bridge. The contract has an option for additional design services necessary to accelerate the project development. This project’s purpose is to reduce traffic congestion and improve bicycle and pedestrian accommodations along Gandy Boulevard including the existing eastbound and westbound bridges. The improvements will extend the existing controlled access facility on Gandy Boulevard and connect to the Selmon West Extension in Hillsborough County. The 7-mile, four- lane divided facility is classified as an urban principal arterial and is part of FDOT’s Strategic Intermodal System (SIS). The PD&E will evaluate improvements including grade separations at major intersections and widening Gandy Boulevard to six lanes. Bridge widening and/ or replacement will also be evaluated as part of this project. KCA will develop three alternatives, analyze the need for managed lanes, and assess the project’s impact on the social, economic, cultural, natural, and physical environment. Gateway Expressway Design-Build (D/B), FDOT District Seven, Pinellas County, FL. The $545 million Gateway Expressway D/B project is the most significant transportation project in Pinellas County since the expansion of US 19. This project is a critical part of the Tampa Bay Area’s growing transportation network as it will provide much needed limited and controlled access connections from CR 611 on the north side, US 19 on the west side, and the St. Pete/Clearwater International Airport to I-275. The project includes the first section of Tampa Bay’s Next Network by constructing the initial segment of the Express Lanes on I-275. Overall project improvements include upgraded interchanges and grade separations with new ramps, bridges, and flyovers; enhancements to arterial surface roads; various intersection renovations; and utility improvements. KCA is providing MOT, roadway and structures design, drainage, and S&PM services for this fast-paced expansive project. A safety and crash analysis was performed along with Carlos Rosero, PE Roadway Design Mr. Rosero has more than 21years of experience in the design and management of major and minor projects. He has an excellent understanding of standards and manuals for the Florida Department of Transportation (FDOT, Florida’s Turnpike Enterprise (FTE), and local municipalities. His Design-Build and Design-Bid-Build experience has given him an in-depth knowledge on constructability. He currently serves as KCA’s Roadway Department Manager in our South Florida office. Education z BSCE, University of Central Florida, 2007 Registrations/Certifications z Professional Engineer: Florida, 87356 Areas of Specialization Design-Build z Project Management z Roadway Design z Temporary Traffic Control (TTC) 1-27 16.B.2.c Packet Pg. 607 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Carlos Rosero, PE Page 2 Kisinger Campo & Associates, Corp. Roadway Design lanes. Horizon is the Lead Design consultant for section 4D; limits include from east of Central Parkway to one mile east of SR 434 for a total of 2.3 miles. The design includes mainline I-4, the interchange at SR 434 and I-4, 5 stormwater ponds, new bridge structures at SR 434, TTCP for both I-4 and SR 434, 16 temporary critical walls, and 9 permanent MSE walls. Also coordinated with the Signals, ITS, Lighting, and Signing/Pavement Marking subconsultants. Role: Roadway Design and TTTCP Polk Parkway Widening (Design Build), Florida Turnpike Enterprise (FTE), Polk County, FL. This project featured the widening and resurfacing of Polk Parkway from CSX Railroad to I-4. This project consisted of widening from 2 to 4 lanes for approximately 4 miles and included the construction of a new diamond interchange at Braddock Road with roundabouts at the ramp terminals, a new mainline bridge over CR 546, and reconstruction of Braddock Road from 2 lanes to 4 lanes. Other improvements included the milling and resurfacing and safety upgrades for 3 additional miles. Role: Roadway Engineer SR 528 from east of SR 524 (Industry) to east of SR 3, FDOT District Five, Brevard County, FL. This project included widening and reconstruction of SR 528 (SR A1A/Martin Andersen Beachline Expressway/Astronaut Boulevard) from four to six lanes from east of SR 524 to east of SR 3. The project included replacement of the bridges over US 1, SR 3, the Indian River Relief Canal, and the westbound bridge over the Indian River. A shared-use trail was also included on the north side of SR 528. Role: Roadway Engineer, responsibilities included maintenance of traffic design SR 5 / US 1 from northeast 17th Way to northeast 33rd Court, FDOT District Four, Broward County, FL. Project included the milling & resurfacing of an existing 6-lane urban divided roadway. Total length of project is 2.387 miles. Project also included the upgrading of pedestrian curbs and detectable warning surfaces, upgrades to pedestrian signal heads, signals/pedestals, intersection LED lighting retrofit with new light poles as needed and upgraded traffic related pull boxes. Role: Roadway Engineer, responsibilities included project management and roadway design. Continuing Services Contract for Roadway Design #001 and #002, FDOT District Five. This contract included miscellaneous design assignments issued on a Task Work Order (TWO) basis. TWO’s included designs services for any discipline related to roadways. Assignments have included: Lighting Retrofit, SR 500 (US 441) Ped Crossing, SR 482 Sidewalk, SR A1A Urbanization, EE Williamson Bridge Replacement, I-4 / SR 400 Resurfacing (SR 46 E of SR 600). Role: Roadway Designer a conceptual ramp design and a Pond Siting Report. After the District received approval of the Interchange Operational Analysis Report (IOAR), KCA completed final design including a new two-lane exit ramp, ramp lighting, drainage improvements, and signal modifications. Role: Roadway Engineer SR 70 from Lorraine Road to CR 675/Waterbury Road SWAT, FDOT District One, Manatee County, FL. Development of this project will use the new FDOT SWAT process, which will reduce duplicate efforts between PD&E and design. This project involves providing PD&E and design services for SR 70 from Lorraine Road to CR 675 (Waterbury Road) in Manatee County. This project’s purpose is to increase capacity and improve safety on SR 70, which is a two-lane undivided roadway classified as an urban principal arterial–other from Lorraine Road to mile post 10.439 and rural principal arterial–other eastward to beyond CR 675. KCA will design two four-lane typical sections within the corridor. A suburban section from Lorraine Road to Del Webb Boulevard, and a rural section from Del Webb Boulevard to CR 675. This project also involves roundabout design for seven intersections. The KCA team will provide PD&E/NEPA, roadway and structures design, drainage/permitting, environmental, S&PM/traffic/signalization, TTC, public involvement, utility coordination/SUE, geotechnical/contamination, noise analysis, surveying, and R/W mapping services. Role: Roadway Engineer Previous Experience: Horizon Engineering-GPI, Miami, FL. Role: South Florida Branch Manager, responsible for managing multiple simultaneous projects, prepared written technical proposals that resulted in selection, participated in presentations and Q&A sessions, directed subconsultant engineering firms, staff engineers, and technicians to accomplish project scope of work, and analyzed and tracked budgets. Some of Mr. Rosero’s project experience during his 15 years with Horizon included: SR 70 Widening from Lorraine Rd to CR 675 / Waterbury Road, FDOT District One. Project included the widening from a two-lane roadway to a four-lane divided roadway. Horizon was a subconsultant on this project and was responsible for the preparation of the Temporary Traffic Control Plans (TTCP). TTCP included multiple phases of construction, multiple intersections including one signalized intersection and seven roundabouts. Role: TTCP Project Manager I-4 Ultimate, P3-Public Private Partnership (Design Build), FDOT District Five, Seminole County, FL. This federal interstate project involved reconstruction of 22.11 miles of I-4 to accommodate in each direction three general use lanes, auxiliary lanes, and two managed 1-28 16.B.2.c Packet Pg. 608 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Kisinger Campo & Associates, Corp.  Roadway Design Project Experience Mr. Bernardini has five years of experience in roadway and traffic design. He recently joined KCA in our Fort Myers office as a Roadway Engineer. Mr. Bernardini is proficient in the following software and engineering programs: AutoCAD, GeoStudio, MathCAD, Cartegraph, Powerism Studio 10 and Flowmaster, HEC-HMS, HEC-RAS, and HCM- CALC. Joseph Bernardini, EI Roadway Design Education z B.S., Civil Engineering, Florida Gulf Coast University, 2018 Registrations/Certifications z Professional Engineer in Training: Florida, 1100021835 Affiliations z Florida Engineering Society (FES) z American Society of Civil Engineers (ASCE) z American Concrete Institute (ACI) z Society of Professional Hispanic Engineers z National Society of Leadership Areas of Specialization Roadway Design z AutoCAD z GeoStudio Ortiz Avenue from Colonial Boulevard (SR 884) to Dr. Martin Luther King Jr. Boulevard (SR 82), Lee County, FL. This project includes design services and preparation of construction plans, permits and specifications for the widening of Ortiz Avenue from Colonial Boulevard (SR 884) to Dr. Martin Luther King Jr. Boulevard (SR 82). The existing 1.7-mile corridor consists of a two-lane undivided arterial roadway with shoulders and a 10-foot multi- use path located on the west side of the corridor. KCA is designing a four-lane facility. Based on a traffic study and analysis, accommodations for an ultimate six-lane facility will be considered, analyzed, and included where feasible. A multi-use path will remain on the west side of the roadway, and a 5-foot sidewalk will be proposed on the east side. On-street bicycle facilities will be provided on both sides of the roadway. The plans will include roadway transitions from the existing and/or planned roadway typical sections to the roadway typical sections approaching SR 884, SR 82 and the Hanson Street roundabout. The scope of services also includes the design and preparation of construction plans, permits, and specifications for the relocation of existing Lee County Utilities. Role: Roadway Designer Big Carlos Pass Bridge Replacement PD&E and Design, Lee County, FL. This project involves conducting a PD&E Study to consider alternatives for replacement or rehabilitation of the Big Carlos Pass Bridge, addressing safety for all road and water users including motorists, bicyclists, pedestrians, and marine vessels. KCA will conduct environmental and structural analyses, lead public involvement/information meetings, obtain and analyze traffic data, develop conceptual design plans, coordinate with utility agency owners (UAOs), determine right-of-way (R/W) impacts, and develop cost estimates. Additionally, KCA will evaluate traffic noise and noise walls as part of this study. After approval of the recommended alternative, KCA will provide the final design including the design of the bridge, roadway, drainage, and all permitting. Role: Roadway Designer John Yarbrough Linear Park Multi-Use Trail (JYLPMT) Extension, City of Fort Myers, FL. Located within the City of Fort Myers and unincorporated Lee County, the JYLPMT is an existing, non-motorized transportation and recreation corridor, currently extending approximately 6 miles, from Six Mile Cypress Parkway to Colonial Boulevard. The proposed 12-foot-wide, 1.8-mile long, shared-use trail, is envisioned for a wide range of non- motorized transportation and recreation activities, such as bicycling, walking, and rollerblading. KCA will team with the City to develop the safe extension that will become a great addition to the community and the City Fort Myers’s bike/pedestrian network. The KCA team proposed an innovative approach for establishing the proposed trail alignment over the Ten Mile Canal before spanning Colonial Boulevard, distancing the construction from the Seminole Gulf Railroad. Role: Roadway Designer CR 78 from Kirby Thompson Road to Fort Denaud SCRAP, Hendry County, FL. This 1.5-mile segment of CR 78 (FPID: 435050-1) was originally programmed by FDOT in 2013 with Small County Outreach Program (SCOP) funds. As a result of shifting County priorities in 2015, the project was deferred until FY 18/19 and the funding was switched to SCRAP. The original SCOP funding in 2013 included funding for widening the travel lanes by 2 feet and adding 6-foot shoulders (4- foot paved) as well as resurfacing the entire length of the project. By statute, SCRAP funds may not be used for capacity improvement projects. However, on recent District One SCRAP projects, 1-29 16.B.2.c Packet Pg. 609 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Joseph Bernardini, EIT Page 2 Kisinger Campo & Associates, Corp.  Roadway Design Municipal Service Tax Benefit Unit (MSTBU) Engineer- of-Record (EOR), Lee County, FL. Under Lee County’s MSTBU Program, KCA serves as the EOR performing various services such as developing design alternatives; preparing environmental impact summaries; developing traffic data; preparing final plans and specifications, cost estimates, bid documents, contract documents, and governmental permit applications for the U.S. Army Corps of Engineers, Florida Department of Environmental Protection, South Florida Water Management District, and Lee County Department of Community Development; coordinating utility system adjustments; and providing construction administrative support services. KCA also attends public meetings with property owners and provides input into assessment roll preparation for all MSTBU projects including roads, bridges, drainage systems, water and sewer systems, canal and channel dredging projects, sidewalks, and any other projects which may be considered for construction. Role: Roadway Designer Coconut Road Traffic Study, Village of Estero, FL. This project evaluates the existing and future traffic operations along Coconut Road from Estero Bay to US 41 to assess the need for additional capacity. Coconut Road is a Village-maintained major collector road with a posted speed limit of 40 mph. Future traffic operations will account for the highest use, full-build out along this segment of the corridor. This study will recommend improvements that would relieve traffic congestion and reduce overall traffic delays for the ultimate build-out condition as well as interim conditions. Role: Roadway Designer Tropicaire Boulevard Shared-Use Path, City of North Port, FL. The KCA team was selected by the City of North Port to design its new Tropicaire Boulevard Shared-Use Path project. The win signifies KCA’s first-ever contract win with the City. The proposed 5-mile, 8-foot-wide paved asphalt shared-use path is expected to run adjacent to the south side of Tropicaire Blvd. from Toledo Blade Blvd. to Ponce De Leon Blvd. in North Port and will serve as an important principal east-west connector for the City’s northern boundary. Tropicaire Blvd. is already used as a well-traveled vehicle, pedestrian, bicycle, and equestrian facility. KCA will team with the City to develop a separate and safer path option for North Port residents that will become a great addition to the community and the City’s bike/pedestrian network. The KCA team will be tasked with performing design, environmental permitting, development of construction plans and specifications, construction cost and time estimating, and engineering services during construction. Role: Roadway Designer KCA has helped other Local Agencies appeal to FDOT CO Local Programs to make determinations that shoulder widening should be deemed a safety improvement and not a capacity improvement. In some specific cases, CO has authorized that shoulder widening could be considered reimbursable under the SCRAP funding. As such, the KCA Structures Division is also providing bridge rehabilitation design documents for bridge no. 070011 over Jacks Branch as part of the project design services. Role: Roadway Designer CR 835 Curve Safety Improvements, Hendry County, FL. This project provided curve safety improvements to increase safety and reduce crashes by implementing the recommendations that were identified in the Site Safety Analysis and Justification Report prepared for this project. The improvements are located along five curves on CR 835, in eastern Hendry County (Rogers Curve, Saunders Curve, Blumberg Curve, Jackman Curve, and Southern Division Curve). Design and preparation of a complete set of construction contract documents for curve safety improvements at the five locations is being provided. Specific improvements at the curve locations include enhanced warning signage, superelevation correction, upgraded pavement markings, ground-in rumble stripes at edgeline and centerline, addition of paved shoulders and guardrail installation for protection of canal hazards. Role: Roadway Designer 60th Avenue East from US 301 to Mendoza Road Improvements, Manatee County, FL. KCA is conducting a study to collect field and engineering data and analyze three build alternatives for improvements along 60th Avenue East. In close proximity to the Ellenton Premium Outlets, this project (specifically from the intersection of US 301 at 60th Avenue East to Factory Shops Boulevard) is considered high importance and a priority for Manatee County. Improvements include widening 60th Avenue East to a six-lane section from US 301 to Factory Shop Boulevard and widening/reconstructing 60th Avenue from Factory Shop Boulevard to Mendoza Road to provide a two-lane or a four-lane section. The 60th Avenue East corridor from US 301 to Mendoza Road will include street lighting along with bicycle lanes, sidewalks, and/or a multi-use trail. KCA is providing traffic analysis, roadway alternatives development, drainage analysis, environmental impacts analysis, right-of-way (R/W) analysis, and cost estimates. The completion of these tasks will be summarized in a Preliminary Engineering Report, which will be presented to the Manatee County Board of County Commissioners along with a recommended alignment. Role: Roadway Designer 1-30 16.B.2.c Packet Pg. 610 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Kisinger Campo & Associates, Corp. Roadway Design Project Experience Big Carlos Pass Bridge Replacement PD&E and Design, Lee County, FL. This project involves conducting a PD&E Study to consider alternatives for replacement or rehabilitation of the Big Carlos Pass Bridge, addressing safety for all road and water users including motorists, bicyclists, pedestrians, and marine vessels. KCA will conduct environmental and structural analyses, lead public involvement/information meetings, obtain and analyze traffic data, develop conceptual design plans, coordinate with utility agency owners (UAOs), determine right-of-way (R/W) impacts, and develop cost estimates. Additionally, KCA will evaluate traffic noise and noise walls as part of this study. After approval of the recommended alternative, KCA will provide the final design including the design of the bridge, roadway, drainage, and all permitting. Role: Roadway Designer John Yarbrough Linear Park Multi-Use Trail (JYLPMT) Extension, City of Fort Myers, FL. Located within the City of Fort Myers and unincorporated Lee County, the JYLPMT is an existing, non-motorized transportation and recreation corridor, currently extending approximately 6 miles, from Six Mile Cypress Parkway to Colonial Boulevard. The proposed 12-foot-wide, 1.8-mile long, shared-use trail, is envisioned for a wide range of non- motorized transportation and recreation activities, such as bicycling, walking, and rollerblading. KCA will team with the City to develop the safe extension that will become a great addition to the community and the City Fort Myers’s bike/pedestrian network. The KCA team proposed an innovative approach for establishing the proposed trail alignment over the Ten Mile Canal before spanning Colonial Boulevard, distancing the construction from the Seminole Gulf Railroad. Role: Roadway Designer CR 78 from Kirby Thompson Road to Fort Denaud SCRAP, Hendry County, FL. This 1.5-mile segment of CR 78 (FPID: 435050-1) was originally programmed by FDOT in 2013 with Small County Outreach Program (SCOP) funds. As a result of shifting County priorities in 2015, the project was deferred until FY 18/19 and the funding was switched to SCRAP. The original SCOP funding in 2013 included funding for widening the travel lanes by 2 feet and adding 6-foot shoulders (4- foot paved) as well as resurfacing the entire length of the project. By statute, SCRAP funds may not be used for capacity improvement projects. However, on recent District One SCRAP projects, KCA has helped other Local Agencies appeal to FDOT CO Local Programs to make determinations that shoulder widening should be deemed a safety improvement and not a capacity improvement. In some specific cases, CO has authorized that shoulder widening could be considered reimbursable under the SCRAP funding. As such, the KCA Structures Division is also providing bridge rehabilitation design documents for bridge no. 070011 over Jacks Branch as part of the project design services. Role: Roadway Designer Tanglewood/Bayou Grande Bridge Replacement, City of St. Petersburg, FL. This project consists of the replacement of the existing Tanglewood Bridge servicing Bayou Grande Boulevard northeast over Tanglewood Canal in Pinellas County, FL. The 67-year-old bridge has exceeded its expected service life and is experiencing ongoing deterioration. This bridge is posted for load restrictions due to its current condition. As a result, the City of St. Petersburg has slated this structure for replacement. Under KCA’s Transportation, Stormwater Management, and Bridge Inspection Contract with the City, KCA will perform all structures, roadway, and drainage design for the project. Due to the bridge replacement taking place over navigable waters, environmental services and permitting efforts will also be completed in house, this may include seagrass surveys, USCG involvement, and public involvement. Role: Roadway Designer Juan Villafuerte-Albor, EI Roadway Design Education z BSCE, University of South Florida, 2019 Registrations/Certifications z Engineering Intern: Florida, 2066945 z FDOT Temporary Traffic Control (TTC) Advanced Areas of Specialization Roadway Design z MicroStation Mr. Villafuerte-Albor recently joined KCA in our Roadway Department. He was an intern at KCA while he was attending the University of South Florida. He worked on the development of LREs, new project proposals and gained exposure to FDM, Standard Plans, Turnpike Design Handbook (TDH), and the Florida Greenbook and state and local municipality projects. He is proficient in MicroStation, GeoStudio, MATLAB, PlanSwift, Photoshop, and Microsoft Office Suite. 1-31 16.B.2.c Packet Pg. 611 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Juan Villafuerte-Albor, EI Page 2 Kisinger Campo & Associates, Corp. Roadway Design permitting, environmental, S&PM/traffic/signalization, TTC, public involvement, utility coordination/SUE, geotechnical/contamination, noise analysis, surveying, and R/W mapping services. Role: Roadway Designer Pinellas Trail Loop North Segment Design-Build, Pinellas County, FL. The Cone and Graham (C&G)/KCA Team has been awarded Pinellas County’s $8 million Pinellas Trail Loop North Segment Design-Build (D/B) project. The Pinellas Trail Loop will become a vital link throughout Pinellas County and the surrounding roadway network as part of the emerging Southwest Coast Regional Trail. This 75-mile loop will ultimately provide regional connectivity as the longest continuous trail in Florida for a cross state connection to the planned Coast to Coast Trail. The ultimate vision for the trail network is one which provides multi-modal accommodations for pedestrians/bicyclists creating the foundation for non-motorized travel throughout Pinellas County while interconnecting other networks. Currently, the 75-mile planned loop requires approximately 21.35 miles of trail construction for loop completion. This project will focus on constructing the northernmost gap within the Pinellas Trail Loop beginning south of Enterprise Road, connecting to the Duke Energy Trail. The trail will run approximately 6.5 miles to the north utilizing a large portion of the Duke Energy easement and will terminate north above the Lake Tarpon Outfall connecting the southernmost trailhead at John Chestnut Park. KCA will provide roadway and structures design, drainage, traffic/signing and pavement marking/signalization, and environmental/permitting services for this project. Role: Roadway Designer Maydell Drive Bridge Replacement, FDOT District Seven and Hillsborough County, Hillsborough County, FL. KCA was selected by Hillsborough County for the Maydell Drive over Palm River Bridge Replacement PD&E/ Design Contract. This project is a Hillsborough County/ FDOT LAP Project and consists of replacing the existing 616-foot bridge, reconstructing the roadway approaches, and providing pedestrian connectivity. The structurally deficient bridge has been closed to vehicular and pedestrian traffic for several years. The bridge is highly visible as you drive east on the Selmon Expressway, and it is a great opportunity to showcase KCA’s diverse capabilities to Hillsborough County. The KCA Team is providing a PD&E study, final design plans, specification and construction phase support for this project. Seeking an accelerated design schedule, KCA will be guiding the County through the SWAT process. Role: Roadway Designer SR 56 Extension from Meadow Pointe Boulevard to US 301 Design-Build, FDOT District Seven, Pasco County, FL. Cone & Graham Inc. (C&G) in association with KCA was selected by FDOT District Seven to provide all aspects of the creation of the SR 56 Extension from Meadow Pointe Boulevard to US 301 in Pasco County (including providing the R/W, PD&E reevaluation, permitting, utilities, design, drainage, and construction). KCA will design the four- lane divided typical section compatible with the ultimate six-lane section and centered in a 250-foot right-of-way corridor. All ponds will be designed and constructed to accommodate the ultimate six-lane typical section with frontage roads. The project also includes three new signalized intersections at Meadow Pointe Boulevard, Morris Bridge Road, and US 301. Role: Roadway Designer SR 70 from Lorraine Road to CR 675/Waterbury Road SWAT, FDOT District One, Manatee County, FL. Development of this project will use the new FDOT SWAT process, which will reduce duplicative efforts between PD&E and design. This project involves providing PD&E and design services for SR 70 from Lorraine Road to CR 675 (Waterbury Road) in Manatee County. This project’s purpose is to increase capacity and improve safety on SR 70, which is a two-lane undivided roadway classified as an urban principal arterial–other from Lorraine Road to mile post 10.439 and rural principal arterial–other eastward to beyond CR 675. KCA will design two four-lane typical sections within the corridor. A suburban section from Lorraine Road to Del Webb Boulevard, and a rural section from Del Webb Boulevard to CR 675. A Level 1 roundabout screening will be performed to determine if roundabouts are viable. The KCA team will provide PD&E/NEPA, roadway and structures design, drainage/ 1-32 16.B.2.c Packet Pg. 612 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Kisinger Campo & Associates, Corp.  Drainage Design - EOR Project Experience Mr. Rose has 17 years of drainage experience and permitting as well as another six years of geotechnical experience. He serves as the Drainage Department Manager in KCA’s Fort Myers office. He has an extensive 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). Mr. Rose has worked with engineers all over Florida and other states as well as reviewed numerous permit applications including reviewing construction plans and calculations for various sized projects. He has performed stormwater design and permitting for various agencies such as FDOT, Lee County, Collier County, City of Fort Myers, and the City of Venice. Mr. Rose has prepared pond siting reports, designed stormsewer systems, designed various stormwater management facilities, and designed floodplain compensation facilities. He has permitted numerous projects through both SFWMD and Southwest Florida Water Management District (SWFWMD). Brian Rose, PE Drainage Design - EOR Education z B.S., Civil Engineering, University of Central Florida, 2003 Registrations/Certifications z Professional Engineer: Florida, 71549 (2010) Affiliations z Florida Engineering Society (FES) - Calusa Chapter Software z ICPR, HEC-RAS, ASAD, CSLE, and Flowmaster Areas of Specialization Drainage Design z Project Management/Coordination z Plans Review z Floodplain Compensation z Roadway Stormsewer Systems z Pond Design z Stormwater Management Facilities z Environmental Resource Permitting z Crossdrains Naples Manor Stormwater Improvements Preliminary Engineering Study (PES), Collier County, FL. The Naples Manor Stormwater Improvements project involves the preparation of a PES to outline options and cost estimates for the stormwater improvements that will be needed based on planned sidewalk projects within the Naples Manor community in Collier County. The KCA team is tasked with drainage design, condition assessments, and guiding Collier County staff through the CDBG funding process. Role: Deputy PM/Drainage Engineer-of-Record (EOR) Big Carlos Pass Bridge Replacement PD&E and Design, Lee County, FL. This project involves conducting a PD&E Study to consider alternatives for replacement or reha- bilitation of the Big Carlos Pass Bridge, addressing safety for all road and water users including motorists, bicyclists, pedestrians, and marine vessels. KCA will conduct environ- mental and structural analyses, lead public involvement/ information meetings, obtain and analyze traffic data, develop conceptual design plans, coordinate with utility agency owners (UAOs), determine right-of-way (R/W) impacts, and develop cost estimates. Additionally, KCA will evaluate traffic noise and noise walls as part of this study. After approval of the recommended alternative, KCA will provide the final design including the design of the bridge, roadway, drainage, and all permitting. Role: Drainage Engineer, responsible for designing the bridge and road- way stormsewer conveyance system Coconut Road Safety and Drainage Improvements, Village of Estero, Estero, FL. This project includes the survey and design of drainage improvements at three locations and extension of an ADA compliant sidewalk at Coconut Road and South Coconut Island Drive. Services also include the design of a mid-block crosswalk near the intersection of Olde Meadowbrook Boulevard and Coconut Road. The mid-block crosswalk design implemented the use of two (2) double-sided solar RRFB assemblies and special emphasis pavement markings. Photometric analysis for horizontal and vertical illumination for pedestrians at the crosswalk and LED lighting design was performed. The proposed drainage improvements will meet the needs of the drainage conveyance in this area while limiting impacts to the many existing utilities present, reducing maintenance needs, and improving roadside safety for vehicles and pedestrians. Role: Drainage Engineer Citrus Park/East Bonita Stormwater Improvements, City of Bonita Springs, FL. The Citrus Park and surrounding areas east of I-75 have experienced regular significant flooding due to large storm events. This project is utilizing ICPR 4 modeling to provide flood mitigation to the Citrus Park and surrounding area. The ICPR 4 model is being based on existing conditions and then will be utilized to determine appropriate flood mitigation concepts. The project also includes preparing a documentation report documenting the hydrology and 1-33 16.B.2.c Packet Pg. 613 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Brian Rose, PE Page 2 Kisinger Campo & Associates, Corp.  Drainage Design - EOR hydraulics of the design as well as utilizes FEMA Benefit Cost Analysis (BCA) tool to verify the project benefit to cost rate is sufficient for the project. This project is FEMA HMGP funded. Role: Project Manager (PM) and Engineer- of-Record (EOR) Able Canal Multi-use Trail, Lee County, FL. This LAP- funded project includes the design and permitting of approximately 6 miles of shared-use-path along the Able Canal in Lehigh Acres. Drainage design consisted of 6 miles of swales and culverts to convey stormwater to the canal as well as a BHR for the proposed pedestrian bridge. This important project will provide convenient and safe non-motorized access between numerous residential areas and civic destinations in an area that lacks pedestrian facilities. The KCA team will be permitting this project and guiding the County through environmental re-evaluation process through the Office of Environmental Management. Close coordination between Lee County, LA-MSID (Lehigh Acres Municipal Services Improvement District), and Park and Recreation will make this a successful project for the many stakeholders. Role: Drainage Design EOR John Yarbrough Linear Park Multi-Use Trail (JYLPMT) Extension, City of Fort Myers, FL. Located within the City of Fort Myers and unincorporated Lee County, the JYLPMT is an existing, non-motorized transportation and recreation corridor, currently extending approximately 6 miles, from Six Mile Cypress Parkway to Colonial Boulevard. The proposed 12-foot-wide, 1.8-mile long, shared-use trail, is envisioned for a wide range of non- motorized transportation and recreation activities, such as bicycling, walking, and rollerblading. KCA will team with the City to develop the safe extension that will become a great addition to the community and the City Fort Myers’s bike/pedestrian network. The KCA team proposed an innovative approach for establishing the proposed trail alignment over the Ten Mile Canal before spanning Colonial Boulevard, distancing the construction from the Seminole Gulf Railroad. Role: Drainage Engineer Previous Experience Golden Gate Boulevard Design-Build (D/B), Collier County, FL. Project entailed widening Golden Gate Boulevard from Wilson Boulevard to 20th Street from two to four lanes. The project also included off-site ponds, off-site conveyance, one bridge, setting the appropriate road profile elevation for an evacuation route, as well as floodplain compensation. The project also included complex MOT to accommodate numerous property owners, school bus drop off and pick up as well as being prepared for hurricane evacuation. Role: Project Manager/Drainage Design Engineer, responsible for design of the stormsewer conveyance system and off-site ponds 23rd Street SW Improvements, Collier County, FL. This project involved widening of the existing two lane road, new sidewalk along with new driveway turnouts for an approximate 1 mile section of two lane roadway. Along with the proposed included accommodating off-site drainage, and bridge design. The project also included redesigning an existing stormwater management facility to accommodate the additional stormwater for the proposed project with no additional right-of-way required. Role: Drainage Engineer Mercantile Avenue, Collier County, FL. This project consisted of resurfacing an existing two lanes on Mercantile Avenue from Airport-Pulling Road to Commercial Boulevard. The project also included analyzing roadway flooding issues and designing a stormwater conveyance system to provide positive drainage to the outfall. The project included numerous driveways to adjacent commercial properties and accommodating each properties outfall. Role: Drainage Engineer White Boulevard, Collier County, FL. This project involved construction of a new sidewalk along the north side of White Boulevard from Weber Boulevard to 25th Street SW. The project included accommodating off-site drainage, coordination with an adjacent project, and permitting. Role: Drainage Engineer Brookhill, City of Fort Myers, Fort Myers, FL. This project consisted of approximately 1 mile of neighborhood road improvements consisting of new sidewalk, drainage improvements, mailboxes, and utility improvements. The drainage design consisted of enclosing the existing open ditches with a closed stormsewer system, accommodating off-site into the system, and designing a nutrient baffle box at the outfall to reduce nutrients to the impaired waterbody. Role: Drainage Engineer Aqua Shores, City of Fort Myers, FL. This project consisted of approximately 2,000 linear feet of neighborhood roadway improvements consisting of new sidewalk, drainage improvements, mailboxes and utility improvements. The drainage design consisted of enclosing the existing open ditches with a closed stormsewer system, accommodating off-site into the system, and designing two hydrodynamic separators at the outfall to reduce nutrients to the impaired waterbody. Role: Project Manager/ Drainage Engineer 1-34 16.B.2.c Packet Pg. 614 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Project Experience Able Canal Pathway and Pedestrian Bridge Design LAP, Lee County, FL. This LAP-funded project includes the design and permitting of approximately 6 miles of shared-use-path, including a pedestrian bridge across the Charlie Diversion Canal, along the Able Canal in Lehigh Acres. Drainage design consisted of 6 miles of swales and culverts to convey stormwater to the canal as well as a BHR for the proposed pedestrian bridge.Close coordination between Lee County, LA-MSID (Lehigh Acres Municipal Services Improvement District), and Park and Recreation will make this a successful project for the many stakeholders. Role: Drainage Engineer Alico Road Sidewalk (Michael G. Rippe Parkway to Quaker Lane), Lee County, FL. This project consists of the design and permitting of an 8-foot-wide sidewalk along the north side of Alico Road. The project will connect to the current terminus of the Michael G. Rippe Parkway shared-use pathway and provide pedestrian connectivity to the east to the signalized intersection of Quaker Lane. Marked pedestrian crossings will be added as well as pedestrian signals at the Quaker Lane intersection. Role: Drainage Engineer Big Carlos Pass Bridge Replacement PD&E and Design, Lee County, FL. This project involves conducting a PD&E Study to consider alternatives for replacement or rehabilitation of the Big Carlos Pass Bridge, addressing safety for all road and water users including motorists, bicyclists, pedestrians, and marine vessels. KCA will conduct environmental and structural analyses, lead public involvement/information meetings, obtain and analyze traffic data, develop conceptual design plans, coordinate with utility agency owners (UAOs), determine right-of-way (R/W) impacts, and develop cost estimates. Additionally, KCA will evaluate traffic noise and noise walls as part of this study. After approval of the recommended alternative, KCA will provide the final design including the design of the bridge, roadway, drainage, and all permitting. Role: Drainage Engineer, responsible for preparing the drainage documentation design report, stormwater management design, stormwater conveyance design, and plans production. 41 Industrial Park Drainage Improvements, Lee County, FL. The FEMA funded Ten Mile Canal/41 Industrial Park Drainage Improvements Project for Lee County involves the construction of a canal berm to hydraulically separate lower areas between Old US 41 in Lee County and the canal to prevent severe flooding. The project also seeks to perform drainage forensics to evaluate the 41 Industrial Park drainage system to identify specific conveyance routes for the 25-year/3- day flood event to the Ten Mile Canal. Role: Drainage Engineer, responsible for preparing the drainage design documentation report, culvert inspections, and ICPR modeling. 16th Street NE Bridge Design, Collier County, FL. The project involves bridge and roadway design for improvements along 16th Street NE from Golden Gate Boulevard W. to Randall Boulevard in Naples, FL. The goal of this project is to provide multi-modal connectivity by constructing a new bridge to span the Golden Gate Main Canal with roadway enhancements, improved emergency response times, mobility and operations, services efficiency, and safety along the corridor. The KCA team will be providing structural, roadway, and drainage design; project development and environment (PD&E) re-evaluations; environmental/permitting; maintenance Courtney Richards, PE Drainage Design Ms. Richards has five years of experience and serves as a Drainage Engineer in our Fort Myers office. She has experience in procurement risk assessments and oversight and is familiar with local municipalities regulations and land development codes including the City of Naples, Collier County, Lee County, City of Marco Island, Hideaway Beach and the City of Fort Myers. She is proficient in Automated Storm Sewer Analysis & Design (ASAD), Interconnected Channel and Pond Routing (ICPR), AutoCAD Civil 3D 2019, GeoPAK MicroStation, AutoCAD 2019 2D, HEC-HMS, HEC-RAS, Flowmaster, EPANET, ModFlow, ASCE 7-10/16 Wind Calc and Bluebeam Revu. Education z B.S., Environmental Engineering, Florida Gulf Coast University, 2017 Registrations/Certifications z Professional Engineer: Florida, #93234 (2022) Areas of Specialization Ditch Design z Culvert Design z Stormwater Design z Pond Design z Floodplain Compensation Design z Environmental Permitting z Bridge Hydraulic Report (BHR) z Plans Production Kisinger Campo & Associates, Corp. zDrainage Engineer 1-35 16.B.2.c Packet Pg. 615 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Courtney Richards, PE Page 2 Kisinger Campo & Associates, Corp.  Drainage Design of traffic (MOT); traffic, signals, and signing and pavement markings (S&PM); lighting and Intelligent Transportation Systems (ITS) design; and public involvement. Role: Drainage Engineer Cape Coral Bridge Design/Owner’s Representative, Lee County, FL. The KCA team was selected to perform Design and Owner’s Representative services for the westbound span replacement and eastbound span widening of the Cape Coral Bridge between Cape Coral and Fort Myers in Lee County. The key aspects of this project include development of a design that expands the existing facility to six lanes while minimizing right-of-way (R/W) impacts, maintains westbound access for residents on the Cape Coral causeway, incorporates sheltered sidewalks on each bridge that tie into pedestrian facilities on Cape Coral Parkway and College Parkway, and maintains four lanes of traffic and local resident access throughout construction. The final design will focus on safety for both vehicular and pedestrian traffic. The design will also have the vision to incorporate high-value aesthetic components into the entire project to provide the “Signature Gateway” to the City of Cape Coral that is consistent with Lee County and the City of Cape Coral’s goals for the project. Role: Drainage Engineer Naples Manor Stormwater Improvements, Collier County, FL. The CDBG funderd Naples Manor Stormwater Improvements project involves the preparation of a Preliminary Engineering Study (PES) to outline options and cost estimates for the stormwater improvements that will be needed based on planned sidewalk projects within the Naples Manor community in Collier County. Role: Drainage Engineer, responsible for preparing data collection, drainage documentation report, culvert inspections, and stormwater calculations. Previous Experience: Cronin Engineering, Naples, FL. Role: Project Manager, responsibilities included preparing site drainage plans to control, store, and diverge the stormwater runoff per local municipality code; performed stormwater storage calculations utilizing underground and above ground storage retention; collaborated with peers and clients on various projects to produce a polished final product; assembled engineering forensic reports evaluating the existing conditions for potential causes of failure for residential and commercial structures; developed complete engineering drawings for residential and commercial structures including specifications and details. She also aided in design of driven concrete piles, helical piles, shallow foundations, shearwalls, exterior walls, beams, columns, green roofs, and trusses; qualified and hired subcontractors to complete required tasks, ensure correct procedures are performed, and project schedules are maintained. Alpha Building Services, Naples, FL. Role: Assistant Project Manager, expedited the building permitting process by communicating with building department employees, coordinated with general contractors, and providing necessary paperwork for submittal; coordinated with the local municipality throughout the duration of projects including the City of Naples, Collier County, Lee County, City of Marco Island, and City of Fort Myers; and assisted a Professional Engineer with reviewing structural, architectural, electrical, mechanical, plumbing and civil plans for residential and commercial structures. 1-36 16.B.2.c Packet Pg. 616 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Curtis Sprunger, PE Drainage Design Kisinger Campo & Associates, Corp.  Drainage Design Naples Manor Stormwater Improvements Preliminary Engineering Study (PES), Collier County, FL. The Naples Manor Stormwater Improvements project involves the preparation of a PES to outline options and cost estimates for the stormwater improvements that will be needed based on planned sidewalk projects within the Naples Manor community in Collier County. The KCA team is tasked with drainage design, condition assessments, and guiding Collier County staff through the CDBG funding process. Role: Drainage Engineer Bimini Drive Bridge Replacement, Monroe County, FL. KCA is providing structures, drainage, and roadway design; environmental assessment and permitting; utility coordination; and public involvement services for the Bimini Drive Bridge (Bridge No. 904603) Replacement project. The Bimini Drive Bridge is one of four historic Duck Key bridges, requiring evaluation under the National Historic Preservation Act (NHPA). Role: Drainage Engineer SR 70 from Lorraine Road to CR 675/Waterbury Road SWAT, FDOT District One, Manatee County, FL. Development of this project will use the new FDOT SWAT process, which will reduce duplicative efforts between PD&E and design. This project involves providing PD&E and design services for SR 70 from Lorraine Road to CR 675 (Waterbury Road) in Manatee County. This project’s purpose is to increase capacity and improve safety on SR 70, which is a two-lane undivided roadway classified as an urban principal arterial–other from Lorraine Road to mile post 10.439 and rural principal arterial–other eastward to beyond CR 675. KCA will design two four-lane typical sections within the corridor. A suburban section from Lorraine Road to Del Webb Boulevard, and a rural John Yarbrough Linear Park Multi-Use Trail (JYLPMT) Extension, City of Fort Myers, FL. Located within the City of Fort Myers and unincorporated Lee County, the JYLPMT is an existing, non-motorized transportation and recreation corridor, currently extending approximately 6 miles, from Six Mile Cypress Parkway to Colonial Boulevard. The proposed 12-foot-wide, 1.8-mile long, shared-use trail, is envisioned for a wide range of non- motorized transportation and recreation activities, such as bicycling, walking, and rollerblading. KCA will team with the City to develop the safe extension that will become a great addition to the community and the City Fort Myers’s bike/pedestrian network. The KCA team proposed an innovative approach for establishing the proposed trail alignment over the Ten Mile Canal before spanning Colonial Boulevard, distancing the construction from the Seminole Gulf Railroad. Role: Drainage Engineer Big Carlos Pass Bridge Replacement PD&E and Design, Lee County, FL. This project involves conducting a PD&E Study to consider alternatives for replacement or reha- bilitation of the Big Carlos Pass Bridge, addressing safety for all road and water users including motorists, bicyclists, pedestrians, and marine vessels. KCA will conduct envi- ronmental and structural analyses, lead public involve- ment/information meetings, obtain and analyze traffic data, develop conceptual design plans, coordinate with utility agency owners (UAOs), determine right-of-way (R/W) impacts, and develop cost estimates. Additionally, KCA will evaluate traffic noise and noise walls as part of this study. After approval of the recommended alter- native, KCA will provide the final design including the design of the bridge, roadway, drainage, and all permit- ting. Role: Drainage Engineer Project Experience Education z BSCE, Purdue University, 2002 Registrations/Certifications z Professional Engineer: Florida, 66524; NC, 043606 Professional Affiliations z Florida Institute of Consulting Engineers (FICE) Areas of Specialization Stormwater Design z Roadway Storm Sewer Systems z Pond Siting Analysis z Stormwater Management Facilities z Floodplain Compensation Sites z Culverts z Bridge Scour Analysis z Permitting Mr. Sprunger has 20 years of experience in stormwater design and currently holds the position of Regional Stormwater Manager at KCA. He has designed and modeled several roadway stormsewer systems in compliance with FDOT and various municipality design criteria. Mr. Sprunger has also completed pond siting analysis and designed numerous stormwater management facilities and floodplain compensation sites. He has also completed various culvert designs which included channel modeling and bridge scour analysis. Mr. Sprunger has coordinated extensively with various Florida water management districts and environmental regulatory agencies to obtain construction permits. 1-37 16.B.2.c Packet Pg. 617 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Curtis Sprunger, PE Page 2 Kisinger Campo & Associates, Corp. Drainage Design section from Del Webb Boulevard to CR 675. A Level 1 roundabout screening will be performed to determine if roundabouts are viable. Role: Drainage Engineer SR 70 from CR 29 to Lonesome Island Road PD&E Study, FDOT District One, Highlands County, FL. KCA was selected by FDOT District One for the Project Development and Environment (PD&E) Study of SR 70 from CR 29 to Lonesome Island Rd. in Highlands County. For this PD&E study, KCA will evaluate the rehabilitation or replacement of a 4.4-mile segment of SR 70, which serves as an east-west corridor across Central Florida from Bradenton to Fort Pierce. Within the study limits, the SR 70 corridor is classified as a rural principal arterial and is a part of the Strategic Intermodal System (SIS). The existing roadway is a two-lane undivided facility with 10-foot travel lanes and 6-foot (4-foot paved) shoulders. SR 70 is exhibiting severe pavement distress. FDOT conducted a geotechnical investigation and determined unsuitable material beneath the roadbed is likely the cause of the pavement distresses. The existing 50-foot right-of-way (R/W) width is a key constraint that must be addressed in the study. The narrow shoulders and border area along with the deep canals make reconstructing the roadway infeasible within the existing R/W. As a result, additional R/W must be acquired to reconstruct and rehabilitate the existing roadway. KCA will not only be looking at the reconstruction of the existing two-lane roadway, but will also assess the need for a four-lane divided roadway. KCA is also performing the PD&E study for an adjacent segment of SR 70. Role: Stormwater Design Engineer I-75 at US 301 Interchange, FDOT District One, Manatee County, FL. This project consists of widening a six-lane interstate to eight lanes and major modifications to the interchange. The project length is 4 miles and interchange modifications involve reconstruction of the partial cloverleaf to a diamond interchange. This requires two new 4,000-foot-long structures for two legs of the diamond interchange to span the Manatee River. Two additional 1,000-foot-long structures over Salt Marsh will also be widened. All stormwater is being treated within the existing right-of-way. A final Pond Siting Report has been approved and design is ongoing. Role: Drainage EOR Gateway Expressway Design-Build (D/B), FDOT District Seven, Pinellas County, FL. The $585 million Gateway Expressway D/B project is the most significant transportation project in Pinellas County since the expansion of US 19. This project is a critical part of the Tampa Bay Area’s growing transportation network as it will provide much needed limited and controlled access connections from CR 611 on the north side, US 19 on the west side, and the St. Pete/Clearwater International Airport to I-275. The project includes the first section of Tampa Bay’s Next Network by constructing the initial segment of the Express Lanes on I-275. Overall project improvements include upgraded interchanges and grade separations with new ramps, bridges, and flyovers; enhancements to arterial surface roads; various intersection renovations; and utility improvements. KCA is providing MOT, roadway and structures design, drainage, and S&PM services for this fast-paced expansive project. A safety and crash analysis was performed along with a conceptual ramp design and a Pond Siting Report. After the District received approval of the Interchange Operational Analysis Report (IOAR), KCA completed final design including a new two-lane exit ramp, ramp lighting, drainage improvements, and signal modifications. Role: Drainage EOR I-75 (SR 93) from Pasco/Hernando County Line to North of SR 50 (US 98), FDOT District Seven, Hernando County, FL. This project consisted of widening 8.43 miles along I-75 from the Pasco/Hernando County line to north of SR 50 (Cortez Boulevard) in Hernando County. The proposed improvements called for widening of a four-lane divided interstate highway to six lanes and resurfacing. This project also included reconstruction of the I-75/SR 50 interchange to include dual left-turn lanes from SR 50 to I-75 and addition of a northbound I-75 to westbound SR 50 flyover ramp. Right-of-way acquisition was required along with stormwater management facilities and mitigation sites. Other features included signing and pavement marking and highway lighting. Role: Stormwater Design Engineer CR 54 (Wesley Chapel Boulevard) from north of SR 56 to north of Magnolia Boulevard, Pasco County, FL. This project will widen CR 54 from a two-lane undivided rural roadway to a six-lane divided urban section from approximately 0.5 mile north of SR 56 to 640 feet north of Magnolia Boulevard. The length of the project is 3.1 miles. Three intersections will be signalized including signalization interconnect. The box culvert at Cabbage Swamp will be replaced with bridge structures to improve hydraulics and provide a dry shelf wildlife crossing. In addition to roadway and structure design, services include right-of-way and topographic survey, title search reports, right-of-way maps, project drainage design, stormwater treatment and retention, environmental mitigation design, environmental permitting, utility coordination, and soils investigation in support of roadway plans with signing and pavement marking, and signalization components. Role: Stormwater Design Engineer responsible for completing a pond siting report for stormwater, floodplain, and wetland mitigation ponds and designing stormsewer systems and stormwater management facilities for treatment of impaired drainage basins. 1-38 16.B.2.c Packet Pg. 618 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Project Experience 16th Street NE Bridge Design, Collier County, FL. The project involves bridge and roadway design for improvements along 16th Street NE from Golden Gate Boulevard W. to Randall Boulevard in Naples, FL. The goal of this project is to provide multi-modal connectivity by constructing a new bridge to span the Golden Gate Main Canal with roadway enhancements, improved emergency response times, mobility and operations, services effi ciency, and safety along the corridor. The KCA team will be providing structural, roadway, and drainage design; project development and environment (PD&E) re-evaluations; environmental/permitting; maintenance of traffi c (MOT); traffi c, signals, and signing and pavement markings (S&PM); lighting and Intelligent Transportation Systems (ITS) design; and public involvement. Role: Drainage Engineer Tubby’s Creek and Mosquito Creek Bridge Replacements, Monroe County, FL. This project consists of the replacement of the existing Tubby’s Creek Bridge along Card Sound Road. The existing bridge consists of a three-span hollow core slab unit bridge founded on pile bents that serves as a hurricane evacuation route for residents that live in the Ocean Reef community as well as all the southern Keys. The existing superstructure and substructure was in poor condition as a result of the structure’s age and the extremely aggressive environment present at the bridge site. Monroe County tasked KCA to design a bridge replacement that will provide a full 75 year service life. The bridge will utilize three 44ft spans for a total bridge length of 132 feet and services two 12-foot lanes with 8-foot outside shoulders and single slope traffi c barriers. Because the bridge provides essential access to other areas in the Keys, a phased construction concept was required which will allow a single lane of traffi c to be open during the entirety of construction. Special preference was given to corrosion resistant materials and special concrete mix designs to ensure this bridge replacement achieves the full 75-year design life. In addition to structures and roadway design, KCA provided MOT, S&PM, and drainage design as well as environmental/permitting services and public involvement for the project. Survey, geotechnical engineering, and coastal engineering have been provided by our subconsultants. Role: Drainage Engineer Able Canal Multi-use Trail, Lee County, FL. This LAP- funded project includes the design and permitting of approximately 6 miles of shared-use-path along the Able Canal in Lehigh Acres. Drainage design consisted of 6 miles of swales and culverts to convey stormwater to the canal as well as a BHR for the proposed pedestrian bridge. This important project will provide convenient and safe non-motorized access between numerous residential areas and civic destinations in an area that lacks pedestrian facilities. The KCA team will be permitting this project and guiding the County through environmental re-evaluation process through the Offi ce of Environmental Management. Close coordination between Lee County, LA-MSID (Lehigh Acres Municipal Services Improvement District), and Park and Recreation will make this a successful project for the many stakeholders. Role: Drainage Design Engineer Previous Experience: Atwell, LLC, Bonita Springs, FL. Role: Assistant Project Manager, provided technical training and guidance to the project team for various assignments; recommend and implement design changes such as grading, size of utilities and other changes per clients request; draft, review, and fi nalize preliminary and fi nal site plans, documents, and computations. Also researched state and local requirements on properties and projects for zoning Rafael Devonish, PE Drainage Design Mr. Devonish has four years of civil engineering experience that includes Transportation and Land Development services. He is skilled in design engineering and project management with a specialty on utility design, roadway infrastructure and stormwater management systems. He is profi cient in AutoCAD/Civil 3DICPR4, HEC-RAS, STORMCAD, Bentley Suite (CulvertMaster, and FlowMaster). Mr. Devonish recently joined KCA in March 2023 in our Fort Myers offi ce as a Stormwater Engineer. Education B.S.,Civil Engineering, Florida Gulf Coast University, 2019 Registrations/Certifi cations Professional Engineer, Florida (96926), 2023 Areas of Specialization Ditch Design  Culvert Design  Stormwater Design  Pond Design  Plans Production Kisinger Campo & Associates, Corp. Drainage Design 1-3916.B.2.c Packet Pg. 619 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Kisinger Campo & Associates, Corp.  F8. Civil Engineering - Stormwater Processes Rafael Devonish, PE Page 2 which also included site visits and fi eld assignments. Mr. Devonish also provided construction related services such as reviewing permit applications, quantity and cost estimates, resolved construction issues, and modifi ed plans based on agency, municipality, or client requests Cardno, Fort Myers, FL. Role: Design Engineer, responsible for report and plans preparation from conceptual layout through complete design. This included drafting, design, permitting and fi eld assistance. Mr. Devonish also designed work focusing on land development, public works and transportation, including roadway plan and profi les, water resources, drainage design, sanitary sewer, and potable water design, grading earthwork analysis, specifi cations, and preparation of cost estimates. He also performed client and project management duties, meeting client schedules and regulatory commitments. Cronin Engineering, Naples, FL. Role: Project Manager, responsibilities included designing residential stormwater management plans; maned new and existing client relations while negotiating proposals and contracts 1-4016.B.2.c Packet Pg. 620 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Kisinger Campo & Associates, Corp.  Traffic /Signals/ITS/Lighting - EOR Gate Parkway. As a subconsultant to American Consulting Engineers of Florida, KCA provided peer review, drainage, pavement design, roadway design, traffic control plans, permitting, signing and pavement marking, and signalization services. Role: Traffic Engineer Traffic Signal and Roadway Improvement Design, City of Cape Coral, FL. KCA was selected to perform professional engineering services for the new traffic signalization and roadway improvements for the intersection of Del Prado Blvd. and Averill Blvd. in Cape Coral, and any future intersections the City may have a need for design and construction services if requested. The project aims to improve both safety and pedestrian circulation within the vicinity of the Del Prado Blvd. and Averill Blvd. intersection, minimize impacts to utility lines, and include a dual-arm traffic mast arm to reduce construction duration and cost. KCA will perform traffic engineering design, traffic modeling, signalization, signing and pavement markings, roadway design, drainage design, structures/mast arm design, construction engineering and inspection (CEI), post- design services, and utility coordination. Role: Project Manager Big Carlos Pass PD&E Study and Final Design, Lee County, FL. This project involves conducting a PD&E Study to consider alternatives for replacement or rehabilitation of the Big Carlos Pass Bridge, addressing Vanderbilt Drive Bridge Replacements, Collier County, FL. KCA was selected by Collier County for the Vanderbilt Drive Bridge Replacements project to replace two functionally obsolete bridges located on Vanderbilt Drive and resurfacing/reconstructing the roadway between the two bridges. Additional improvements include a shared-use path along the west side of the road within the project limits, access to an existing canoe launch at Little Horse Pass, and roadway profile modifications to improve stopping sight distance at the intersection of Vanderbilt Drive and entrance into the Marina Bay Club condominiums. The project begins approximately 0.7 miles north of CR 846 and ends at the south approach to the bridge over the Cocohatchee River. The new bridges will consist of a four-sided box culvert and a multi-span flat slab bridge. Maintaining traffic during construction and relocating public utilities to enable continuous service is critical. KCA will provide roadway and structural design, pavement design, traffic control plans, signing and pavement marking, utility relocation design, utility coordination, drainage, and environmental permitting services. Role: Lead Traffic Engineer I-75 Widening from North of SR 951 to North of Golden Gate Parkway, FDOT District One, Collier County, FL. This project involved design, milling and resurfacing, and the additional of two new lanes to widen I-75 to six lanes from North of SR 951 to North of Golden Project Experience Fathy Abdalla, Ph.D., PE, PTOE Traffic/Signals/ITS/Lighting - EOR Education Ph.D., Civil Engineering, University of Central Florida, 2003 MSCE (Transportation), Cairo University, 1999 BSCE, Zagazig University, Egypt 1995 Registrations/Certifications Professional Engineer: Florida, 63914; North Carolina, 043459; South Carolina, 38585; Michigan, 51908 Professional Traffic Operations Engineer, 1578 FDOT Advanced MOT Certification FDOT Specification Package Preparation (Certified) Professional Affiliations Institute of Transportation Engineers, 38575 American Society of Civil Engineers, 412294 American Society of Highway Engineers Areas of Specialization Signalization Design  Traffic Impact/Circulation Studies  Traffic Simulation/Modeling  Intersection/ Interchange/Corridor Analysis  Signing and Pavement Marking  Traffic Safety Dr. Abdalla has 27 years of diversified experience in the transportation industry and serves as KCA’s Traffic Engineering and Planning Department Manager. Traffic experience includes traffic impact studies, traffic circulation studies, traffic simulation and modeling, intersection/interchange analysis, corridor analysis, traffic safety, signing and pavement marking design and plan preparation, and signalization design. He has prepared numerous transportation/traffic studies for FDOT and other local authorities. Typical traffic studies include trip generation, trip distribution, level of service/capacity analyses of signalized intersections and arterials, freeway merge, diverge, and weaving analyses along with the associated recommendations for the improvements necessary to meet design criteria. Roadway experience includes roadway plan and profile design, typical section design, pavement design, and preparing exceptions/Variations. Dr. Abdalla has served as Project Engineer for different City/ County/FDOT roadway design projects in Florida, including new construction, widening, and resurfacing projects. 1-41 16.B.2.c Packet Pg. 621 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Fathy Abdalla, Ph.D., PE, PTOE Page 2 Kisinger Campo & Associates, Corp.  Traffic /Signals/ITS/Lighting - EOR 70, which serves as an east-west corridor across Central Florida from Bradenton to Fort Pierce. Within the study limits, the SR 70 corridor is classified as a rural principal arterial and is a part of the Strategic Intermodal System (SIS). The existing roadway is a two-lane undivided facility with 10-foot travel lanes and 6-foot (4-foot paved) shoulders. SR 70 is exhibiting severe pavement distress. FDOT conducted a geotechnical investigation and determined unsuitable material beneath the roadbed is likely the cause of the pavement distresses. Segments of SR 70 will need to be reconstructed to remove the unsuitable material to maintain an acceptable pavement condition. The existing 50-foot R/W width is a key constraint that must be addressed in the study. The narrow shoulders and border area along with the deep canals make reconstructing the roadway infeasible within the existing R/W. As a result, additional R/W must be acquired to reconstruct and rehabilitate the existing roadway. KCA will not only be looking at the reconstruction of the existing two-lane roadway, but will also assess the need for a four-lane divided roadway. The KCA team is responsible for studying traffic and function, access management, pedestrian/bicycle/vehicular safety, utility coordination, stormwater management, wetlands and listed species assessment, cultural resources, conservation lands evaluation, noise and air, contamination, and public involvement. Role: Lead Traffic Engineer Professional Transportation Engineering Services, Manatee County, FL. This contract involves providing roadway, structural, environmental, civil, as well as additional specialized services for various transportation projects in Manatee County’s CIP on an as-needed basis. KCA is performing transportation planning, traffic data collection, traffic studies, traffic engineering, safety analysis, ITS, roundabout design, signalization analysis and design, and S&PM analysis and design. Task assignments under this contract include 60th Avenue East from US 301 to Mendoza Road Improvements, Bayshore Canal Retaining Wall Repair, and Mulholland Drive Bridge. Role: Project Manager SR 56 Extension from Meadow Pointe to US 301, FDOT District Seven, Pasco County, FL. This project will extend SR 56 east to US 301/SR 41 from its current terminus at Meadow Pointe Blvd. The extension will cover a distance of approximately 6.1 miles. The project consists of constructing a four lane divided roadway with ten-foot shoulders that is expandable in the future to a six-lane divided roadway with a 50-foot median. LED Street Lighting will be added. Additionally, a new bridge will be constructed over New River. Role: Lead Lighting and Traffic Engineer safety for all road and water users including motorists, bicyclists, pedestrians, and marine vessels. KCA is coordinating with Lee County and FDOT to obtain location and design concept approval from FHWA on a preferred alternative. The study will be in accordance with NEPA, develop the purpose and need for the project, and determine environmental class of action following the FDOT PD&E Manual and using the ETDM process. KCA will conduct environmental and structural analyses, lead public involvement/information meetings, obtain and analyze traffic data, develop conceptual design plans, coordinate with UAOs, determine right-of-way impacts, and develop cost estimates. Additionally, KCA will evaluate traffic noise and noise walls as part of this study. Role: Lead Traffic Engineer Miscellaneous Traffic Engineering Services, Lee County, FL. As part of this contract, KCA designed intersection safety improvements at the intersection of Alico Road at Gator Road in Ft. Myers. The improvements included adding new signalization, adding additional signing, protecting the railroad signal equipment, and replacing the railroad tracks crossing Gator Road. Role: Project Manager and Lead Traffic Engineer SR 70 from Lorraine Road to CR 675/Waterbury Road SWAT, FDOT District One, Manatee County, FL. Development of this project will use the new FDOT SWAT process, which will reduce duplicate efforts between PD&E and design. This project involves providing PD&E and design services for SR 70 from Lorraine Road to CR 675 (Waterbury Road) in Manatee County. This project’s purpose is to increase capacity and improve safety on SR 70, which is a two-lane undivided roadway classified as an urban principal arterial–other from Lorraine Road to mile post 10.439 and rural principal arterial–other eastward to beyond CR 675. KCA will design two four-lane typical sections within the corridor. A suburban section from Lorraine Road to Del Webb Boulevard, and a rural section from Del Webb Boulevard to CR 675. This project also involves roundabout design for seven intersections. The KCA team will provide PD&E/NEPA, roadway and structures design, drainage/permitting, environmental, S&PM/traffic/signalization, TTC, public involvement, utility coordination/SUE, geotechnical/contamination, noise analysis, surveying, and R/W mapping services. Role: Lead Traffic Engineer SR 70 from CR 29 to Lonesome Island Road PD&E Study, FDOT District One, Highlands County, FL. KCA was selected by FDOT District One for the PD&E Study of SR 70 from CR 29 to Lonesome Island Rd. in Highlands County. For this PD&E study, KCA will evaluate the rehabilitation or replacement of a 4.4-mile segment of SR 1-42 16.B.2.c Packet Pg. 622 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Kisinger Campo & Associates, Corp.  Traffic /Signals/ITS/Lighting Project Experience Mr. Samuels has over eight years of diversified experience in the transportation industry. He has worked on several projects as a Traffic Engineer for the Florida Department of Transportation (FDOT) and local Florida municipalities. He has experience with several software programs including MicroStation (including FDOT Connect), ArcGIS, AG132, and Visual. Scott Samuels, PE Traffic/Signals/ITS/Lighting Education z B.S., Civil and Environmental Engineering, University of South Florida, 2014 Registrations z Professional Engineer: Florida, 88738 (2019 Ortiz Avenue Widening from SR 884 (Colonial Boulevard) to SR 82 (Dr. Martin Luther King Jr. Boulevard), Lee County, FL. KCA is performing design and permitting services for the improvements to Ortiz Ave. from Colonial Blvd. to SR 82 (Dr. Martin Luther King Jr. Blvd.), which is a 1.7-mile corridor consisting of a two-lane undivided urban arterial. This project involves widening Ortiz Ave. from two to four lanes since the roadway serves as a relief facility to I-75 during periods of heavy congestion. Plans will include roadway transitions from the existing and/or planned roadway typical sections to the new roadway typical section approaching the SR 884 and SR 82 intersections as well as transitions to the Hanson Street roundabout. KCA will design the four- lane facility with a future six-lane widening in mind and design the widening within the County’s existing right-of- way (R/W). KCA is responsible for roadway and structures design, TTC, environmental and planning, traffic/signals/ S&PM/lighting, and construction phase services (KCCS). Role: Traffic/ITS Engineer Traffic Signal and Roadway Improvement Design, City of Cape Coral, FL. KCA was selected to perform professional engineering services for the new traffic signalization and roadway improvements for the intersection of Del Prado Blvd. and Averill Blvd. in Cape Coral, and any future intersections the City may have a need for design and construction services if requested. The project aims to improve both safety and pedestrian circulation within the vicinity of the Del Prado Blvd. and Averill Blvd. intersection, minimize impacts to utility lines, and include a dual-arm traffic mast arm to reduce construction duration and cost. KCA will perform traffic engineering design, traffic modeling, signalization, signing and pavement markings, roadway design, drainage design, structures/mast arm design, construction engineering and inspection (CEI), post- design services, and utility coordination. Curve Safety Improvements on CR 835, Hendry County, FL. KCA was selected by Hendry County to provide safety improvements on several curves along CR 835 including Rogers Curve, Saunders Curve, Blumberg Curve, Jackman Curve, and Southern Division Curve, as well as Duck Curve on CR 846. Improvements include upgrading the warning signage at all curves, constructing paved shoulders, upgrading pavement markings, upgrading and adding guardrail, correcting superelevation, installing advanced warning signage, and installing lighting. Enhanced curve signage and warning in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) will be designed to boost safety at the six curve locations. Existing signage will be replaced with reflective signage that has better visibility at night. Additionally, shoulder and edge line rumble strips will be implemented at all six curve locations to enhance the visibility of the curve. Role: Traffic Engineer Professional Engineering Services for 60th Avenue East from US 301 to Mendoza Road and for Buffalo Road from Mendoza Road to 69th Street East and intersection reconstruction at 69th Street East and at Mendoza Road, Manatee County, FL. KCA was selected by Manatee County to provide design services for roadway reconstruction along the undivided 60th Avenue East corridor and the extension of Buffalo Road. The segment along 60th Avenue East will need to be widened to accommodate additional auxiliary lanes within very limited R/W. A lift station is to be relocated within the same corridor, and a large box culvert is to be extended to accommodate the roadway improvements. The segment along Buffalo Road will require new horizontal and vertical geometry that will cross an environmentally sensitive site to be permitted and mitigated, and the new typical section will need to tie into the dead-end section coming south from 69th Street East. The design along this segment will need to accommodate future widening for roadway expansion due to the new subdivisions being built along the corridor. Intersection improvement 1-43 16.B.2.c Packet Pg. 623 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Scott Samuels, PE Page 2 Kisinger Campo & Associates, Corp.  Traffic /Signals/ITS/Lighting Previous Experience Gannett Fleming Inc, Tampa and Jacksonville, FL. Role: Traffic Engineer. Some of the projects Mr. Samuels worked on included: SR 60 Courtney Campbell Causeway Improvements Design Build, FDOT District Seven, Tampa, FL. Role: Traffic EIT responsible for preparing a lighting layout and photometric calculations as well as Lighting plans for the improvements on the project. SR 70 Improvements Project,FDOT District One. Role: Traffic EIT, responsible for preparing photometric design and plans design for the Improvements project. Henry Kinney Tunnel Rehabilitation Phase II, FDOT District Four. Role: Traffic Engineer, responsible for preparing a lighting layout and photometric calculations as well as Lighting and Adaptive Signalization plans for the Tunnel Rehabilitation project. Wrong Way Driving Ramp Installations, FDOT District Six. Role: Traffic Engineer, responsible for the design and RFP for 26 ramps at various locations throughout District Six. Okeechobee Road Reconstruction Project, FDOT District Six. Role: Traffic Engineer, responsible for preparing ITS plans and design for the reconstruction project. HDR Inc., Tampa and Jacksonville, FL. Role: Traffic EIT/ Engineer. Some of the projects Mr. Samuels worked on included: I-75 @ Bee Ridge Road Interchange Project, FDOT District One, Sarasota County, FL. Role: Traffic EIT , responsible for preparing a lighting layout and photometric calculations as well as Lighting and ITS design plans for the Hybrid Diverging Diamond Interchange Reconstruction project. I-395/I-95/SR-836 Interchange Project, FDOT District Six. Role: Traffic EIT, responsible for preparing a lighting layout and photometric calculations for the Interchange Reconstruction project. 30th Avenue at 26th Street Signalization Project, Manatee County Traffic Department, Manatee County, FL. Role: Traffic EIT, responsible for preparing Signing and Pavement Marking, Signalization, and Lighting plans for the Signalization Reconstruction project. Upper Manatee River Road @ Port Harbour Parkway, Manatee County, Manatee County, FL. Role: Traffic EIT responsible for preparing Signing and Pavement Marking and Signalization plans for the Signalization Reconstruction project. work at Mendoza Road and at 69th Street East will be required to accommodate the future predicted traffic demand. These projects are needed to follow a very aggressive schedule and require close coordination with subconsultants, internal disciplines, and County personnel. Role: Traffic Engineer Central Polk Parkway from Polk Parkway to US 17 (SR 35), FDOT FTE, Polk County, FL. KCA is providing design services for the development of final plans for the new alignment of the Central Polk Parkway from SR 570 (Polk Parkway) to SR 35 (US 17). The proposed roadway will be tolled, and the project includes the design of a gantry for All Electronic Toll Collection. The services will be divided into a two-part scope in which Part A will develop 90% concept plans for the ultimate six-lane section for advance coordination with Florida Gas Transmission (FGT), identify right-of-way (R/W) needs, and develop a Project Recommendations Report. Part B includes the development of final design and construction plans for the CPP Part A scope and performing a PD&E reevaluation of the design. For Part A, KCA will design an ultimate six- lane divided, limited-access highway typical section with a 74-foot median, 12-foot lanes, and 8-foot inside (4-foot paved) and 12-foot outside shoulders (10-foot paved). The alignment for the SR 570 to US 17 section will include a tri-level interchange at Polk Parkway, overpasses at SR 540, Thornhill Road (two locations), Old Bartow Eagle Lake Road, and an at-grade intersection at US 17. Role: Traffic Engineer Charlotte County ATMS/ITS Master Plan, FDOT District One, Charlotte County, FL. This project involves development of an Advanced Traffic Management Systems (ATMS)/Intelligent Transportation Systems (ITS) Master Plan for Charlotte County including the Charlotte County Traffic Management Center (TMC), all signalized intersections (existing and proposed), all systems and networks tied to and relating to the signal systems, all ITS device locations (existing and proposed), and the associated communication routes (existing and proposed) within Charlotte County. Services also include ATMS/ITS study, planning, design, integration, management, review, and evaluation of the Incident Management (TIM) plans. The ATMS/ITS Master Plan will be consistent with the current technology regarding Connected and Automated Vehicle (CAV) programs. Role: Traffic/ITS Project Engineer 1-44 16.B.2.c Packet Pg. 624 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Kisinger Campo & Associates, Corp.  Traffic /Signals/ITS/Lighting Project Experience Mr. Singer has over four years engineering experience. He is a certified Road Safety Professional. Mr. Singer has developed over 15 traffic studies (e.g. TTM, PTAR, IMR, and SWA) and designed numerous signalization and signing and pavement marking plans during his time at KCA. He also used several regional planning models to verify and perform traffic demand forecasting. He has experience with several computer programs including Synchro, HCS, SIDRA, CUBE, MicroStation, and AutoCAD. Craig Singer II, PE, RSP1 Traffic/Signals/ITS/Lighting Education z MSCE, University of South Florida, 2023 z BSCE, University of Florida, 2019 z AA, St. Petersburg College, 2015 Certifications z Professional Engineer: Florida, 96649 (2023) z Road Safety Professional, Level 1, #754 Areas of Specialization z Traffic Impact/Circulation Studies z Traffic Safety z AutoCAD z MicroStation z Plans Review Traffic Signal and Roadway Improvement Design, City of Cape Coral, FL. KCA was selected to perform professional engineering services for the new traffic signalization and roadway improvements for the intersection of Del Prado Blvd. and Averill Blvd. in Cape Coral, and any future intersections the City may have a need for design and construction services if requested. The project aims to improve both safety and pedestrian circulation within the vicinity of the Del Prado Blvd. and Averill Blvd. intersection, minimize impacts to utility lines, and include a dual-arm traffic mast arm to reduce construction duration and cost. KCA will perform traffic engineering design, traffic modeling, signalization, signing and pavement markings, roadway design, drainage design, structures/mast arm design, construction engineering and inspection (CEI), post- design services, and utility coordination. Role: Traffic Engineer Ortiz Avenue Widening from SR 884 (Colonial Boulevard) to SR 82 (Dr. Martin Luther King Jr. Boulevard), Lee County, FL. KCA is performing design and permitting services for the improvements to Ortiz Ave. from Colonial Blvd. to SR 82 (Dr. Martin Luther King Jr. Blvd.), which is a 1.7-mile corridor consisting of a two-lane undivided urban arterial. This project involves widening Ortiz Ave. from two to four lanes since the roadway serves as a relief facility to I-75 during periods of heavy congestion. Plans will include roadway transitions from the existing and/or planned roadway typical sections to the new roadway typical section approaching the SR 884 and SR 82 intersections as well as transitions to the Hanson Street roundabout. KCA will design the four- lane facility with a future six-lane widening in mind and design the widening within the County’s existing right-of- way (R/W). Role: Traffic Engineer SR 70 from CR 29 to Lonesome Island Road PD&E Study, FDOT District One, Highlands County, FL. KCA was selected by FDOT District One for the PD&E Study of SR 70 from CR 29 to Lonesome Island Rd. in Highlands County. For this PD&E study, KCA will evaluate the rehabilitation or replacement of a 4.4-mile segment of SR 70, which serves as an east-west corridor across Central Florida from Bradenton to Fort Pierce. Within the study limits, the SR 70 corridor is classified as a rural principal arterial and is a part of the Strategic Intermodal System (SIS). The existing roadway is a two-lane undivided facility with 10-foot travel lanes and 6-foot (4-foot paved) shoulders. SR 70 is exhibiting severe pavement distress. FDOT conducted a geotechnical investigation and determined unsuitable material beneath the roadbed is likely the cause of the pavement distresses. Segments of SR 70 will need to be reconstructed to remove the unsuitable material to maintain an acceptable pavement condition. The existing 50-foot R/W width is a key constraint that must be addressed in the study. The narrow shoulders and border area along with the deep canals make reconstructing the roadway infeasible within the existing R/W. As a result, additional R/W must be acquired to reconstruct and rehabilitate the existing roadway. KCA will not only be looking at the reconstruction of the existing two-lane roadway, but will also assess the need for a four-lane divided roadway. The KCA team is responsible for studying traffic and function, access management, pedestrian/bicycle/vehicular safety, utility coordination, stormwater management, wetlands and listed species assessment, cultural resources, conservation lands evaluation, noise and air, contamination, and public involvement. Role: Traffic Engineer 1-45 16.B.2.c Packet Pg. 625 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Craig Singer II, PE, RSP1 Page 2 Kisinger Campo & Associates, Corp. Traffic /Signals/ITS/Lighting Maydell Drive Bridge Replacement, FDOT District Seven and Hillsborough County, Hillsborough County, FL. KCA was selected by Hillsborough County for the Maydell Drive over Palm River Bridge Replacement PD&E/ Design Contract. This project is a Hillsborough County/ FDOT LAP Project and consists of replacing the existing 616-foot bridge, reconstructing the roadway approaches, and providing pedestrian connectivity. The structurally deficient bridge has been closed to vehicular and pedestrian traffic for several years. The bridge is highly visible as you drive east on the Selmon Expressway, and it is a great opportunity to showcase KCA’s diverse capabilities to Hillsborough County. The KCA Team is providing a PD&E study, final design plans, specification and construction phase support for this project. Seeking an accelerated design schedule, KCA will be guiding the County through the SWAT process. Role: Traffic Engineer I-75 at US 301 Interchange, FDOT District One, Manatee County, FL. This project consists of widening a six-lane interstate to eight lanes and major modifications to the interchange. The project length is 4 miles and interchange modifications involve reconstruction of the partial cloverleaf to a diamond interchange. This requires two new 4,000-foot-long structures for two legs of the diamond interchange to span the Manatee River. Two additional 1,000-foot-long structures over Salt Marsh will also be widened. All stormwater is being treated within the existing right-of-way. A final Pond Siting Report has been approved and design is ongoing. Role: Traffic Engineer who prepared signal plans and IMR traffic report Green Spine Cycle Track Design Project, City of Tampa, FL. This project consists of an urban trail/cycle track along Cass Street, Nuccio Parkway and 15th Street to connect North Hyde Park from Howard and Armenia Avenues as well as Tampa Heights, Ragan Park, and VM Ybor to the Hillsborough River. The cycle track begins at Howard Ave. and Cass St. near the Armory. It will follow Cass St. into downtown to Nebraska Ave., then Nuccio Parkway into Ybor City, then 15th St. to Cuscaden Park at 21st Ave. The project was conceptualized as part of the InVision Tampa Center City Plan to provide a pedestrian and bicycle access between N. Hyde Park, Downtown and Ybor City. It will provide a safe and accessible bicycle connection to the Tampa Riverwalk and a safe connection between neighborhoods. Role: Traffic Engineer Cape Coral Bridge Design/Owner’s Representative, Lee County, FL. The KCA team was selected to perform Design and Owner’s Representative services for the westbound span replacement and eastbound span widening of the Cape Coral Bridge between Cape Coral and Fort Myers in Lee County. The key aspects of this project include development of a design that expands the existing facility to six lanes while minimizing right- of-way (R/W) impacts, maintains westbound access for residents on the Cape Coral causeway, incorporates sheltered sidewalks on each bridge that tie into pedestrian facilities on Cape Coral Parkway and College Parkway, and maintains four lanes of traffic and local resident access throughout construction. The final design will focus on safety for both vehicular and pedestrian traffic. The design will also have the vision to incorporate high-value aesthetic components into the entire project to provide the “Signature Gateway” to the City of Cape Coral that is consistent with Lee County and the City of Cape Coral’s goals for the project. Role: Traffic Engineer 60th Avenue East from US 301 to Mendoza Road Improvements, Manatee County, FL. KCA is conducting a study to collect field and engineering data and analyze three build alternatives to for improvements along 60th Avenue East in Manatee County. The objective of this study is to evaluate widening and operational improvements to 60th Avenue East to improve overall traffic operations and provide a multi-modal facility accommodating bicyclists and pedestrians. In close proximity to the Ellenton Premium Outlets, this project (specifically from the intersection of US 301 at 60th Avenue East to Factory Shops Boulevard) is considered high importance and a priority for Manatee County. Improvements include widening 60th Avenue East to a six-lane section from US 301 to Factory Shop Boulevard and widening/reconstructing 60th Avenue from Factory Shop Boulevard to Mendoza Road to provide a two-lane or a four-lane section. The 60th Avenue East corridor from US 301 to Mendoza Road will include street lighting along with bicycle lanes, sidewalks, and/or a multi-use trail. KCA is providing traffic analysis, roadway alternatives development, drainage analysis, environmental impacts analysis, right-of-way (R/W) analysis, and cost estimates. The completion of these tasks will be summarized in a Preliminary Engineering Report, which will be presented to the Manatee County Board of County Commissioners along with a recommended alignment. Role: Traffic Engineer 1-46 16.B.2.c Packet Pg. 626 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Kisinger Campo & Associates, Corp.  Traffic /Signals/ITS/Lighting Project Experience Mr. Russin has three years of experience as a Traffic Engineer. He previously worked as a CADD Technician, working on transportation projects for the Florida Department of Transportation (FDOT), City of Tampa, and various other municipalities in Florida. He also served as a KCA Traffic Design Intern, where he was responsible for reviewing and generating an alternative report for a safety study. He has experience with several computer programs including MicroStation, AutoCAD, and PowerGEOPAK. Mr. Russin joined KCA as a Traffic Engineer in 2019. Nicholas Russin, EI Traffic/Signals/ITS/Lighting Education z B.S., Civil Engineering, University of South Florida, 2019 Certifications z Engineer in Training: Florida, 1100023739 (2020) Areas of Specialization z AutoCAD z MicroStation z PowerGEOPAK Traffic Signal and Roadway Improvement Design, City of Cape Coral, FL. KCA was selected to perform professional engineering services for the new traffic signalization and roadway improvements for the intersection of Del Prado Blvd. and Averill Blvd. in Cape Coral, and any future intersections the City may have a need for design and construction services if requested. The project aims to improve both safety and pedestrian circulation within the vicinity of the Del Prado Blvd. and Averill Blvd. intersection, minimize impacts to utility lines, and include a dual-arm traffic mast arm to reduce construction duration and cost. KCA will perform traffic engineering design, traffic modeling, signalization, signing and pavement markings, roadway design, drainage design, structures/mast arm design, construction engineering and inspection (CEI), post- design services, and utility coordination. Role: Traffic Engineer Big Carlos Pass PD&E Study and Final Design, Lee County, FL. This project involves conducting a PD&E Study to consider alternatives for replacement or rehabilitation of the Big Carlos Pass Bridge, addressing safety for all road and water users including motorists, bicyclists, pedestrians, and marine vessels. KCA is coordinating with Lee County and FDOT to obtain location and design concept approval from FHWA on a preferred alternative. The study will be in accordance with NEPA, develop the purpose and need for the project, and determine environmental class of action following the FDOT PD&E Manual and using the ETDM process. KCA will conduct environmental and structural analyses, lead public involvement/information meetings, obtain and analyze traffic data, develop conceptual design plans, coordinate with UAOs, determine right-of-way impacts, and develop cost estimates. Additionally, KCA will evaluate traffic noise and noise walls as part of this study. Role: Traffic Engineer Ortiz Avenue from Colonial Boulevard (SR 884) to Dr. Martin Luther King Jr. Boulevard (SR 82), Lee County, FL. This project includes design services and preparation of construction plans, permits and specifications for the widening of Ortiz Avenue from Colonial Boulevard (SR 884) to Dr. Martin Luther King Jr. Boulevard (SR 82). The existing 1.7-mile corridor consists of a two-lane undivided arterial roadway with shoulders and a 10-foot multi- use path located on the west side of the corridor. KCA is designing a four-lane facility. Based on a traffic study and analysis, accommodations for an ultimate six-lane facility will be considered, analyzed, and included where feasible. A multi-use path will remain on the west side of the roadway, and a 5-foot sidewalk will be proposed on the east side. On-street bicycle facilities will be provided on both sides of the roadway. The plans will include roadway transitions from the existing and/or planned roadway typical sections to the roadway typical sections approaching SR 884, SR 82 and the Hanson Street roundabout. The scope of services also includes the design and preparation of construction plans, permits, and specifications for the relocation of existing Lee County Utilities. Role: Traffic Engineer CR 835 Curve Safety Improvements, Hendry County, FL. This project provided curve safety improvements to increase safety and reduce crashes by implementing the recommendations that were identified in the Site Safety Analysis and Justification Report prepared for this project. The improvements are located along five curves on CR 835, in eastern Hendry County (Rogers Curve, Saunders Curve, Blumberg Curve, Jackman Curve, and Southern Division Curve). Design and preparation of a complete set of construction contract documents for curve safety improvements at the five locations is being provided. Specific improvements at the curve locations include 1-47 16.B.2.c Packet Pg. 627 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Nicholas Russin, EI Page 2 Kisinger Campo & Associates, Corp.  Traffic /Signals/ITS/Lighting Trail continuing south approximately 1.6 miles to SR 100, connecting the existing sidewalk. The project includes a new pedestrian bridge over SR 100, a trail continuing to a new sidewalk constructed along the south R/W line of SR 100 and then continuing along the south side of SR 100 to connect with the existing sidewalk along Old King Road. Improvements within the SR 100 R/W will be designed in accordance with FDOT Standard Specifications for Road and Bridge Construction. All pedestrian facilities shall adhere to current Americans with Disabilities Act (ADA) standards. The project also includes legal and permitting services to amend the conservation easements on both State and County owned lands to modify current SR 100 permits (SJ RWMD and USACE). Additional mitigation is anticipated to offset the loss of wetland and upland habitat. An environmental evaluation will need to be performed and clearance from USFWS will be required for any impacts to protected species. Role: Traffic Engineer I-75 Overpass, Lakewood Ranch Development, Sarasota County, FL. This project includes both the PD&E study and design of an extension of Lakewood Ranch Boulevard from the east side of I-75 to the west side by constructing a bridge over I-75, connecting to Cattleman Road. The project is located south of University Boulevard and north of Fruitville Road in Sarasota County. The facility will be a four-lane divided roadway with curb and gutter, bike lanes, and sidewalks. This overpass, to the south of University Town Center, will provide a vital link that bypasses University Parkway, and provides connectivity to Fruitville Road. The PD&E phase of the project includes the assessment of potential impacts to the natural, physical, and human environment resulting from the construction of the proposed overpass, as well as public involvement tasks. Key issues include anticipated changes in the traffic patterns and volumes along University Boulevard and Fruitville Road and ensuring the overpass provides adequate space for the future ultimate build-out of I-75. For the design phase of the project, the KCA team is providing roadway, structures, and drainage design, along with environmental analysis and permitting, survey and R/W mapping, and geotechnical engineering services. Role: Traffic Engineer enhanced warning signage, superelevation correction, upgraded pavement markings, ground-in rumble stripes at edgeline and centerline, addition of paved shoulders and guardrail installation for protection of canal hazards. Role: Traffic Engineer Cape Coral Bridge Design/Owner’s Representative, Lee County, FL. The KCA team was selected to perform Design and Owner’s Representative services for the westbound span replacement and eastbound span widening of the Cape Coral Bridge between Cape Coral and Fort Myers in Lee County. The key aspects of this project include development of a design that expands the existing facility to six lanes while minimizing right- of-way (R/W) impacts, maintains westbound access for residents on the Cape Coral causeway, incorporates sheltered sidewalks on each bridge that tie into pedestrian facilities on Cape Coral Parkway and College Parkway, and maintains four lanes of traffic and local resident access throughout construction. The final design will focus on safety for both vehicular and pedestrian traffic. The design will also have the vision to incorporate high-value aesthetic components into the entire project to provide the “Signature Gateway” to the City of Cape Coral that is consistent with Lee County and the City of Cape Coral’s goals for the project. Role: Traffic Engineer John Yarbrough Linear Park Multi-Use Trail (JYLPMT) Extension, City of Fort Myers, FL. Located within the City of Fort Myers and unincorporated Lee County, the JYLPMT is an existing, non-motorized transportation and recreation corridor, currently extending approximately 6 miles, from Six Mile Cypress Parkway to Colonial Boulevard. The proposed 12-foot-wide, 1.8-mile long, shared-use trail, is envisioned for a wide range of non- motorized transportation and recreation activities, such as bicycling, walking, and rollerblading. KCA will team with the City to develop the safe extension that will become a great addition to the community and the City Fort Myers’s bike/pedestrian network. The KCA team proposed an innovative approach for establishing the proposed trail alignment over the Ten Mile Canal before spanning Colonial Boulevard, distancing the construction from the Seminole Gulf Railroad. Role: Traffic Engineer Graham Swamp Trail and Pedestrian Trail Bridge over SR 100, Flagler County, FL. KCA was selected by Flagler County to design a multi-use trail through the Graham Swamp. This LAP project involves the design and permitting of a trail and/or elevated boardwalk in the Graham Swamp Trail system from the existing Lehigh 1-48 16.B.2.c Packet Pg. 628 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Kisinger Campo & Associates, Corp.  Traffic /Signals/ITS/Lighting CR 835 Curve Safety Improvements, Hendry County, FL. This project provided curve safety improvements to increase safety and reduce crashes by implementing the recommendations that were identified in the Site Safety Analysis and Justification Report prepared for this project. The improvements are located along five curves on CR 835, in eastern Hendry County (Rogers Curve, Saunders Curve, Blumberg Curve, Jackman Curve, and Southern Division Curve). Design and preparation of a complete set of construction contract documents for curve safety improvements at the five locations is being provided. Specific improvements at the curve locations include enhanced warning signage, superelevation correction, upgraded pavement markings, ground-in rumble stripes at edgeline and centerline, addition of paved shoulders and guardrail installation for protection of canal hazards. Role: Traffic Engineer Big Carlos Pass PD&E Study and Final Design, Lee County, FL. This project involves conducting a PD&E Study to consider alternatives for replacement or rehabilitation of the Big Carlos Pass Bridge, addressing safety for all road and water users including motorists, bicyclists, pedestrians, and marine vessels. KCA is coordinating with Lee County and FDOT to obtain location and design concept approval from FHWA on a preferred alternative. The study will be in accordance with NEPA, develop the purpose and need for the project, and determine environmental class of action following the FDOT PD&E Manual and using the ETDM process. KCA will conduct environmental and structural analyses, lead public involvement/information meetings, obtain and analyze traffic data, develop conceptual design plans, coordinate with UAOs, determine right-of-way impacts, and develop cost estimates. Additionally, KCA will evaluate traffic noise and noise walls as part of this study. Role: Traffic Designer Coconut Road Safety and Drainage Improvements, Village of Estero, Estero, FL. This project includes the survey and design of drainage improvements at three locations and extension of an ADA compliant Traffic Signal and Roadway Improvement Design, City of Cape Coral, FL. KCA was selected to perform professional engineering services for the new traffic signalization and roadway improvements for the intersection of Del Prado Blvd. and Averill Blvd. in Cape Coral, and any future intersections the City may have a need for design and construction services if requested. The project aims to improve both safety and pedestrian circulation within the vicinity of the Del Prado Blvd. and Averill Blvd. intersection, minimize impacts to utility lines, and include a dual-arm traffic mast arm to reduce construction duration and cost. KCA will perform traffic engineering design, traffic modeling, signalization, signing and pavement markings, roadway design, drainage design, structures/mast arm design, construction engineering and inspection (CEI), post- design services, and utility coordination. Role: Traffic Designer Ortiz Avenue from Colonial Boulevard (SR 884) to Dr. Martin Luther King Jr. Boulevard (SR 82), Lee County, FL. This project includes design services and preparation of construction plans, permits and specifications for the widening of Ortiz Avenue from Colonial Boulevard (SR 884) to Dr. Martin Luther King Jr. Boulevard (SR 82). The existing 1.7-mile corridor consists of a two-lane undivided arterial roadway with shoulders and a 10-foot multi- use path located on the west side of the corridor. KCA is designing a four-lane facility. Based on a traffic study and analysis, accommodations for an ultimate six-lane facility will be considered, analyzed, and included where feasible. A multi-use path will remain on the west side of the roadway, and a 5-foot sidewalk will be proposed on the east side. On-street bicycle facilities will be provided on both sides of the roadway. The plans will include roadway transitions from the existing and/or planned roadway typical sections to the roadway typical sections approaching SR 884, SR 82 and the Hanson Street roundabout. The scope of services also includes the design and preparation of construction plans, permits, and specifications for the relocation of existing Lee County Utilities. Role: Traffic Engineer Project Experience Christian Tabares Traffic/Signals/ITS/Lighting Education BSCE, University of South Florida, 2020 Areas of Specialization Intelligent Transportation Systems Lighting  Signalization Design  Traffic Operations  Traffic Impact Studies  Traffic Simulation/Modeling  Signing and Pavement Marking  Traffic Safety Mr. Tabares He has four years of experience. He is proficient with industry standard computer design software such as AutoCAD and competent in the use of Microsoft Excel, Microsoft Word, and PowerPoint. He joined KCA as a Traffic Engineer in January 2019.. 1-49 16.B.2.c Packet Pg. 629 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Christian Tabares Page 2 Kisinger Campo & Associates, Corp.  Traffic /Signals/ITS/Lighting Florida Gas Transmission (FGT), identify right-of-way (R/W) needs, and develop a Project Recommendations Report. Part B includes final design and construction plans for the CPP Part A scope (optional service) and performing a PD&E reevaluation of Part A. Other Part B optional services include evaluating alternate alignments from US 17 to SR 60, PD&E reevaluation, and assisting FTE with RFP development for D/B procurement. For Part A, KCA will design an ultimate six-lane divided, limited-access highway typical section with a 68-foot median, 12-foot lanes, and 12-foot inside/outside shoulders (10-foot paved). This project also includes a 12-foot multi-use trail on the corridor’s east side. The alignment for the SR 570 to US 17 section will include a tri-level interchange at Polk Parkway, overpasses at SR 540, Thornhill Road (two locations), Old Bartow Eagle Lake Road, and an at-grade intersection at US 17. Role: Traffic Engineer Green Spine Cycle Track, City of Tampa, FL. KCA is designing a 2.6-mile cycle track to provide regional connectivity throughout Tampa along Cass Street, Nuccio Parkway, and 15th Street linking North Hyde Park from Howard and Armenia Avenues as well as Tampa Heights, Cuscaden Park, and Ybor City to the Hillsborough River. The cycle track begins at Howard Avenue and Cass Street near the Armory/Jewish Community Center (JCC). It then follows Cass Street into Downtown meeting the existing western terminus of the Downtown Phase I East Cass Street and East Tyler Street Two-Way Conversion project. At Nebraska Avenue, the existing eastern terminus of the Downtown Phase I project, the cycle track follows Nuccio Parkway into Ybor City, then traverses 15th Street to Cuscaden Park at 21st Avenue. This project incorporates the City of Tampa’s InVision Center City Plan, which was developed in 2011, and promotes a community of livable places, connected people, and collaborative progress that embraces and celebrates its river and waterfront. The KCA team is providing cycle track design, roadway design/ MOT, structures design, drainage design, S&PM/traffic/ signals, environmental/permitting, surveying, utility coordination/SUE, public involvement, inter-agency coordination, landscape architecture, geotechnical, and cultural resources. Role: Traffic Engineer sidewalk at Coconut Road and South Coconut Island Drive. Services also include the design of a mid-block crosswalk near the intersection of Olde Meadowbrook Boulevard and Coconut Road. The mid-block crosswalk design implemented the use of two (2) double-sided solar RRFB assemblies and special emphasis pavement markings. Photometric analysis for horizontal and vertical illumination for pedestrians at the crosswalk and LED lighting design was performed. The proposed drainage improvements will meet the needs of the drainage conveyance in this area while limiting impacts to the many existing utilities present, reducing maintenance needs, and improving roadside safety for vehicles and pedestrians. Role: Traffic Designer Inwood Multi-Use Path, Polk County, FL. KCA was selected by Polk County to design the Inwood Multi- Use Path project in Winter Haven, FL. The improvement project involves design of a 10-foot-wide, approximately 1-mile, asphalt shared-use path from Avenue S NW to W Lake Cannon Drive NW in the Inwood Community of Winter Haven. Design will also include two new Citrus Connection transit shelters with Americans with Disabilities Act (ADA) improvements and bicycle racks, wayfinding and mile-marker signage, decorative light fixtures, waste containers, and benches. The project also includes design of a 5-foot-wide sidewalk within Lake Cannon Park for approximately 0.3 miles. Where needed, retaining wall and handrail will be installed for the new sidewalk. Concrete flumes and/or pipes will be installed under the sidewalk to maintain existing drainage. Modifications to existing end treatments will be performed to accommodate maintenance of existing drainage to ensure no adverse impact occurs. The goals of the project are to provide County transportation network connectivity for Inwood Community pedestrians and bicyclists, access to transit, minimize impacts to existing drainage, provide a safe route to school for students and safe access to the park, and improved pedestrian and bicyclist safety in the area. Role: Traffic Engineer Central Polk Parkway from Polk Parkway to SR 35, Florida’s Turnpike Enterprise, Polk County, FL. KCA is providing design services for the development of Phase I plans for the new alignment of the Central Polk Parkway (CPP) from SR 570 (Polk Parkway) to SR 35 (US 17). The services will be divided into a two-part scope in which Part A will develop 90% concept plans for the ultimate six-lane section for advance coordination with 1-50 16.B.2.c Packet Pg. 630 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Kisinger Campo & Associates, Corp.  Structures Design Project Experience Vanderbilt Drive Bridge Replacements, Collier County, FL. KCA was selected by Collier County for the Vanderbilt Drive Bridge Replacements project to replace two functionally obsolete bridges located on Vanderbilt Drive and resurfacing/reconstructing the roadway between the two bridges. Additional improvements include a shared-use path along the west side of the road within the project limits, access to an existing canoe launch at Little Horse Pass, and roadway profile modifications to improve stopping sight distance at the intersection of Vanderbilt Drive and entrance into the Marina Bay Club condominiums. The project begins approximately 0.7 miles north of CR 846 and ends at the south approach to the bridge over the Cocohatchee River. The new bridges will consist of a four-sided box culvert and a multi-span flat slab bridge. Maintaining traffic during construction and relocating public utilities to enable continuous service is critical. KCA will provide roadway and structural design, pavement design, traffic control plans, signing and pavement marking, utility relocation design, utility coordination, drainage, and environmental permitting services. Role: Structures Engineer Immokalee Road (CR 846) and Collier Boulevard (CR 951) Intersection Improvements - Structures Plans Review, Collier County, FL. This task includes an independent review of the bridge replacement and culvert extension that will be constructed as part of the Immokalee Road (CR 846) and Collier Boulevard (CR 951) Intersection Improvements project. KCA is performing a comprehensive, thorough, independent review of the EOR’s structures bid plans including design plans and calculations, special provisions, engineer’s estimates, and quantity computations. Role: Structures Engineer Golden Gate Boulevard over Golden Gate Main Canal Independent Peer Review, Collier County, FL. KCA provided independent reviews of design and construction-related documents associated with the widening of Golden Gate Boulevard Bridge over the Golden Gate Main Canal. KCA performed a comprehensive, thorough independent check of the Contractor’s project submittal including plans and calculations, shop drawings, special provisions, and quantity and construction cost computations. Additionally, during construction, the contractor failed to achieve the required capacity within the production pile length. KCA provided a review of the contractor’s proposed strengthening plan, pile driving records and foundation certification. Role: Structures Engineer Maydell Drive, Hillsborough County/FDOT District Seven, Hillsborough County, FL. This project is a Hillsborough County/FDOT District Seven LAP project and consists of replacing the existing 616-foot bridge, reconstructing the roadway approaches, and providing pedestrian connectivity. This structurally deficient bridge has been closed to vehicular and pedestrian traffic for several years. The replacement bridge will consist of Jason LaBarbera, PE Structures Design Mr. LaBarbera has 22 years of extensive experience in structural design, specializing in bridges exposed to extremely aggressive environments and bridges over navigable waterways. His structural design expertise ranges from complex curved steel box and plate girder bridges to simple prestressed/flat slab bridges, pedestrian bridges, and tunnels. In addition to Mr. LaBarbera’s bridge design experience, he is also well seasoned in the design of box culverts, gantries, mast arms, sign structures, and strain poles. He has acted as both the PM and EOR for many recent bridge replacement and rehabilitation projects such as Maydell Bridge, Sugarloaf Boulevard over Sugarloaf Canal, Vanderbilt Drive over Little Horse Pass, Historic Bridges of Duck Key Bridge Replacements, Garrison Bight Bridge, No Name Key Bridge Rehabilitation, and Card Sound High-Level Bridge Rehabilitation. Most recently, he has served as PM for two large bridge rehabilitation projects and a general engineering services contract. Education z BSCE, University of South Florida, 2001 Registrations z Professional Engineer: Florida, 64004 Affiliations z American Concrete Institute-Suncoast, Corporation z American Society of Civil Engineers (ASCE) z Florida Engineering Society (FES) Areas of Specialization Bridge/Structures Design z Complex Steel Design z Project Management z Multi-Level Interchanges z Bridge Repair/Rehabilitation z Load Ratings z Cathodic Protection z Peer Review 1-51 16.B.2.c Packet Pg. 631 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Jason LaBarbera, PE Page 2 Kisinger Campo & Associates, Corp.  Structures Design No Name Key Bridge Repair, Monroe County/FDOT District Six (LAP Project). This project consisted of a Design Development Report and Bridge Repair Plans for the No Name Key Bridge. Constructed in 1967, this 2,200 foot long bridge provides the only access to No Name Key. Innovative repair concepts were considered that would maintain access to the island throughout construction. The repair plans included extensive deck repair, CP pile jackets, substructure metalizing, spall repair and joint repair. KCA also produced an Environmental Assessment Report and coordinated all of the required permitting for this important link between Big Pine Key and No Name Key. Role: Project Manager/Engineer-of- Record (EOR) Card Sound Bridge Repair, Monroe County/FDOT District Six (LAP Project). This project consisted of a Design Development Report, Load Rating and Bridge Repair Plans for the Card Sound Bridge. Constructed in 1969, this 2,775 foot long bridge services one of the only two evacuation routes out of the Florida Keys. This high level bridge consists of AASHTO beam approach spans and a fracture critical steel plate girder main span. Repair concepts were considered that would allow the County to maximize the remaining service life of the bridge and allow sufficient time for the planning and funding of an eventual bridge replacement. The bridge is currently undergoing extensive substructure deterioration and steel paint system failure. The repair plans included deck repair, CP pile jackets, substructure metalizing, spall repair and joint repair. KCA also produced an Environmental Assessment Report and coordinated all of the required permitting for this very important evacuation route out of the Florida Keys. Role: Project Manager/EOR Tanglewood/Bayou Grande Bridge Replacement, City of St. Petersburg, FL. This project consists of the replacement of the existing Tanglewood Bridge servicing Bayou Grande Boulevard northeast over Tanglewood Canal in Pinellas County, FL. The 67-year-old bridge has exceeded its expected service life and is experiencing ongoing deterioration. This bridge is posted for load restrictions due to its current condition. As a result, the City of St. Petersburg has slated this structure for replacement. Under KCA’s Transportation, Stormwater Management, and Bridge Inspection Contract with the City, KCA will perform all structures, roadway, and drainage design for the project. Due to the bridge replacement taking place over navigable waters, environmental services and permitting efforts will also be completed in house, this may include seagrass surveys, USCG involvement, and public involvement. Role: Project Manager six 90’ spans resulting in a total bridge length of 630’. 36” Florida-I Beams will be supported by pile bents and riprap protection will be provided at the sloped abutments. The adjacent roadway will be reconstructed and a combination open/closed drainage system will be provided to accommodate the slightly raised profile. The 10-foot wide sidewalk on the bridge will connect back to existing sidewalks north and south of the project, however, this wide sidewalk is designed to eventually accommodate the Hillsborough County Trails Master Plan. The KCA Team is providing a PD&E study, final design plans, specification and construction phase support for this project. Extensive permitting efforts are also provided for the US Coast Guard Bridge Permit, SWFWMD Permit, US Army Corp. Permits (including a 408 Permit) and a Tampa Port Authority Sovereign Submerged Lands Easement. Seeking an accelerated design schedule, KCA will be guiding the County through the Statewide Acceleration Transformation (SWAT) process. Role: Project Manager and Structural Oversight Sugarloaf Boulevard Bridge Replacement, Monroe County, FL. This project consists of the replacement of the existing Sugarloaf Boulevard Bridge over Sugarloaf Canal. The existing bridge is a three-span AASHTO beam bridge founded on pile bents that serves as the only vehicular route for residents that live on the south side of Sugarloaf Key. The existing superstructure and substructure is in poor condition as a result of the structure’s age and the extremely aggressive environment present at the bridge site. Monroe County has tasked KCA to design a single-span bridge replacement, which will eliminate the need for pile bents in the water and reduce future maintenance costs. The proposed bridge will span 96 feet and service two 11-foot lanes with 2.5-foot outside shoulders and a 5-foot sidewalk for pedestrian connectivity. Approximately 400 feet of roadway reconstruction will be required to tie in the replacement bridge with the existing roadway typical section. Special preference will be given to corrosion resistant materials and special concrete mix designs to ensure this bridge replacement achieves the full 75-year design life while being subjected to the harsh local MOT, signing and pavement marking (S&PM), and drainage design as well as environmental/permitting services and public involvement for the project. Role: Project Manager Bimini Drive Bridge Replacement, Monroe County, FL. KCA is providing structures, drainage, and roadway design; environmental assessment and permitting; utility coordination; and public involvement services for the Bimini Drive Bridge (Bridge No. 904603) Replacement project. The Bimini Drive Bridge is one of four historic Duck Key bridges, requiring evaluation under the National Historic Preservation Act (NHPA). Role: Project Manager 1-52 16.B.2.c Packet Pg. 632 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Kisinger Campo & Associates, Corp.  Structures Design Project Experience Vanderbilt Drive Bridge Replacements, Collier County, FL. KCA was selected by Collier County for the Vanderbilt Drive Bridge Replacements project to replace two functionally obsolete bridges located on Vanderbilt Drive and resurfacing/reconstructing the roadway between the two bridges. Additional improvements include a shared-use path along the west side of the road within the project limits, access to an existing canoe launch at Little Horse Pass, and roadway profile modifications to improve stopping sight distance at the intersection of Vanderbilt Drive and entrance into the Marina Bay Club condominiums. The project begins approximately 0.7 miles north of CR 846 and ends at the south approach to the bridge over the Cocohatchee River. The new bridges will consist of a four-sided box culvert and a multi-span flat slab bridge. Maintaining traffic during construction and relocating public utilities to enable continuous service is critical. KCA will provide roadway and structural design, pavement design, traffic control plans, signing and pavement marking, utility relocation design, utility coordination, drainage, and environmental permitting services. Role: Structures Engineer Big Carlos Pass PD&E Study and Design, Lee County, FL. This project involves conducting a PD&E Study to consider alternatives for replacement or rehabilitation of the Big Carlos Pass Bridge, addressing safety for all road and water users including motorists, bicyclists, pedestrians, and marine vessels. KCA conducted environmental and structural analyses, lead public involvement/information meetings, obtain and analyze traffic data, develop conceptual design plans, coordinate with utility agency owners (UAOs), determine right-of- way (R/W) impacts, and develop cost estimates. Role: Structures Engineer Bimini Drive Bridge Replacement, Monroe County, FL. KCA is providing structures, drainage, and roadway design; environmental assessment and permitting; utility coordination; and public involvement services for the Bimini Drive Bridge (Bridge No. 904603) Replacement project. The Bimini Drive Bridge is one of four historic Duck Key bridges, requiring evaluation under the National Historic Preservation Act (NHPA). KCA led the Section 106 (NHPA) process to a successful conclusion, obtaining a MOA for all four historic bridges. Tasks include assessment of wetland, seagrass, coral, and protected species impacts resulting from the proposed structure replacement as well as coordination with federal and state resource and regulatory agencies. Additional tasks include obtaining US Army Corps of Engineers 404 dredge and fill permit, US Coast Guard Bridge Permit, Florida Department of Environmental Protection National Pollutant Discharge Elimination System permit, and South Florida Water Management District Environmental Resource Permit. Role: Structures Engineer Maydell Drive Bridge Replacement, Hillsborough County, FL. KCA was selected by Hillsborough County for the Maydell Drive over Palm River Bridge Replacement PD&E/Design Contract. This project is a Hillsborough County/FDOT LAP Project and consists of replacing the existing 616-foot bridge, reconstructing the roadway approaches, and providing pedestrian connectivity. The structurally deficient bridge has been closed to vehicular and pedestrian traffic for several years. The bridge is highly visible as you drive east on the Selmon Expressway, and it is a great opportunity to showcase KCA’s diverse capabilities to Hillsborough County. The KCA Team is providing a PD&E study, final design plans, specification and construction phase support for this project. Seeking an accelerated design schedule, KCA will be guiding the County through the SWAT process. Role: Structures Engineer Pinellas Trail Loop North Segment Design-Build, Pinellas County, FL. The Cone and Graham (C&G)/KCA Team has been awarded Pinellas County’s $8 million Pinellas Trail Loop North Segment Design-Build (D/B) project. The Pinellas Trail Loop will become a vital link throughout Pinellas County and the surrounding roadway Sarah Wilson, PE Structures Design Ms. Wilson has 12 years of engineering experience. Her experience at KCA has included all aspects of bridge design as well as design of miscellaneous structures including walls, mast arms, and sign structures. She also has experience with analysis of LFR and LRFR for a variety of bridge types. She is knowledgeable in the use of engineering software including MicroStation, GeoPak, AutoCAD, STAAD, RC-Pier, FB-Multi Pier, and PS-Beam. Education z ME Structural Engineering, University of Florida z BSCE, Florida Gulf Coast University Registrations/Certifications z Professional Engineer: Florida, 80342 Areas of Specialization Analysis z Bridge/Structures Design z Load Rating z Bridge Repair/Rehabilitation z Design-Build 1-53 16.B.2.c Packet Pg. 633 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Sarah Wilson, PE Page 2 Kisinger Campo & Associates, Corp.  Structures Design I-4 D/B Ultimate, FDOT District Five, Orange and Seminole Counties, FL. This $2.32 billion project includes reconstructing 21 miles of I-4 extending from Kirkman Road to SR 434, reconstructing 15 major interchanges, constructing more than 140 bridges, adding four variable priced toll express lanes in the median, and completely rebuilding the general use lanes along the entire corridor. The project is being procured by FDOT as a public-private partnership (P3). The project involves the widening of I-4 to the ultimate lane configuration of eight general use lanes and four managed lanes as well as interchange improvements and replacement of overpass bridges throughout the corridor. KCA’s responsibilities include peer review for the design of the major bridges. Role: Structures Peer Review No Name Key Bridge Renovation, Monroe County, Florida. This project consisted of repair recommendations and design for the 2,200 foot long bridge which was the only link between Deer Island and No Name Key, two islands in the Florida Keys. The bridge, commonly known as the No Name Key Bridge, had severe deterioration of its supporting piles. In addition to major spalling and cracking of the prestressed, composite piles in the splash zone, the steel H-pile tips were exposed and corroding at the mud line. KCA performed a detailed inspection of the bridge and prepared repair plans that included bridge rails, bridge deck and sidewalks, expansion joints, diaphragms, bent caps, and pile jackets. KCA also developed specifications, permit applications and assisted with bidding documents and post-design services. Role: Structures Designer Card Sound Bridge Repair, Monroe County/FDOT District Six (LAP Project). This project consisted of a Design Development Report, Load Rating and Bridge Repair Plans for the Card Sound Bridge. Constructed in 1969, this 2,775 foot long bridge services one of the only two evacuation routes out of the Florida Keys. This high level bridge consists of AASHTO beam approach spans and a fracture critical steel plate girder main span. Repair concepts were considered that would allow the County to maximize the remaining service life of the bridge and allow sufficient time for the planning and funding of an eventual bridge replacement. The bridge is currently undergoing extensive substructure deterioration and steel paint system failure. The repair plans included deck repair, CP pile jackets, substructure metalizing, spall repair and joint repair. KCA also produced an Environmental Assessment Report and coordinated all of the required permitting for this very important evacuation route out of the Florida Keys. Role: Structures Designer network as part of the emerging Southwest Coast Regional Trail. This 75-mile loop will ultimately provide regional connectivity as the longest continuous trail in Florida for a cross state connection to the planned Coast to Coast Trail. The ultimate vision for the trail network is one which provides multi-modal accommodations for pedestrians/bicyclists creating the foundation for non-motorized travel throughout Pinellas County while interconnecting other networks. Currently, the 75-mile planned loop requires approximately 21.35 miles of trail construction for loop completion. This project will focus on constructing the northernmost gap within the Pinellas Trail Loop beginning south of Enterprise Road, connecting to the Duke Energy Trail. The trail will run approximately 6.5 miles to the north utilizing a large portion of the Duke Energy easement and will terminate north above the Lake Tarpon Outfall connecting the southernmost trailhead at John Chestnut Park. KCA will provide roadway and structures design, drainage, traffic/signing and pavement marking/signalization, and environmental/permitting services for this project. Role: Structures Engineer SR 56 Extension from Meadow Pointe Boulevard to US 301, FDOT District Seven, Pasco County, Florida. Cone & Graham, Inc. (C&G) in association with KCA was selected by FDOT District Seven to provide all aspects of the creation of the SR 56 Extension from Meadow Pointe Boulevard to US 301 in Pasco County (including providing the right-of-way, completing PD&E re-evaluation, permitting, utilities, design, drainage, and construction). The extension of SR 56 will provide an east-west corridor that will alleviate traffic on SR 54 by providing a direct truck route for the industrial development on the Chancey Road Bypass. The project will also promote development and growth for the City of Zephyrhills and adjacent communities. Role: Structures Engineer SR 30 (US 98) Pensacola Bay Bridge Replacement, FDOT District Three, Escambia and Santa Rosa Counties, FL. KCA is performing the Structures Independent Peer Review for the design of a new bridge crossing of SR 30 (US 98) over Pensacola Bay in Escambia and Santa Rosa Counties, Florida. The westbound and eastbound traffic movements will be constructed on separate structures. The typical section of each new bridge consists of three 12-foot lanes in one direction with 10-foot inside and outside shoulders. The bridges include 10-foot-wide shared-use paths on the outside of each bridge with a concrete barrier separation between the outside roadway shoulder and path. A 150-foot-wide horizontal and 65-foot vertical clearance envelope will be provided for the main channel through the new bridges. Role: Structures Peer Review 1-54 16.B.2.c Packet Pg. 634 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Kisinger Campo & Associates, Corp. Structures Design Project Experience Big Carlos Pass PD&E Study and Final Design, Lee County, FL. This project involves conducting a PD&E Study to consider alternatives for replacement or rehabilitation of the Big Carlos Pass Bridge, addressing safety for all road and water users including motorists, bicyclists, pedestrians, and marine vessels. KCA is coordinating with Lee County and FDOT to obtain location and design concept approval from FHWA on a preferred alternative. The study will be in accordance with NEPA, develop the purpose and need for the project, and determine environmental class of action following the FDOT PD&E Manual and using the ETDM process. KCA will conduct environmental and structural analyses, lead public involvement/information meetings, obtain and analyze traffic data, develop conceptual design plans, coordinate with UAOs, determine right-of-way impacts, and develop cost estimates. Role: Structures Technician Hurricane Ian Emergency Services, Lee County, FL. Recently, Hurricane Ian caused tremendous damage to Southwest Florida, especially to Lee County, and KCA provided emergency response services through the 2018 Structural Engineering Services contract. Post-Hurricane Ian, KCA was able to develop, detail, and submit repair plans for five bridges in Lee County in a matter of days, including repair plans for the Big Carlos, Big Hickory, Little Carlos, New Pass, and Cape Coral bridges. Our team also assisted the County in the analysis and repair process of their Spring Training facilities, providing assistance toward analysis of the damaged facilities, which are of utmost importance to the economy of the County. Role: Structures Technician Able Canal Multi-use Trail, Lee County, FL. This LAP- funded project includes the design and permitting of approximately 6 miles of shared-use-path along the Able Canal in Lehigh Acres. This important project will provide convenient and safe non-motorized access between numerous residential areas and civic destinations in an area that lacks pedestrian facilities. The KCA team will be permitting this project and guiding the County through environmental re-evaluation process through the Office of Environmental Management. Close coordination between Lee County, LA-MSID (Lehigh Acres Municipal Services Improvement District), and Park and Recreation will make this a successful project for the many stakeholders. Role: Structures Technician CR 78 from Kirby Thompson Rd. to Fort Denaud SCRAP, Hendry County, FL. This 1.5-mile segment of CR 78 (FPID: 435050-1) was originally programmed by FDOT in 2013 with Small County Outreach Program (SCOP) funds. As a result of shifting County priorities in 2015, the project was deferred until FY 18/19 and the funding was switched to SCRAP. The original SCOP funding in 2013 included funding for widening the travel lanes by 2 feet and adding 6-foot shoulders (4- foot paved) as well as resurfacing the entire length of the project. By statute, SCRAP funds may not be used for capacity improvement projects. However, on recent District One SCRAP projects, KCA has helped other Local Agencies appeal to FDOT CO Local Programs to make determinations that shoulder widening should be deemed a safety improvement and not a capacity improvement. In some specific cases, CO has authorized that shoulder widening could be considered reimbursable under the SCRAP funding. As Brian Horrnik, PE Structures Design Mr. Horrnik has over three years of experience as a Structures Engineer. He recently earned his Professional Engineer’s license. He has experience performing load rating analysis of bridges of varying materials and structure type in accordance with AASHTO LRFD specifications. He is also familiar with the design guidelines for both the Florida Department of Transportation (FDOT)and the North Carolina Department of Transportation (NCDOT). He started his career at KCA as an intern in our Structures department in 2017. He is proficient in several software applications that inclue AutoCAD, Civil3D, MicroStation, GEOPAK, MathCAD15, LEAP Bridge Concrete, SOFiSTiK Bridge Design, and ADINA Structures. Education z M.E., Civil Engineering, University of Florida, 2020 z BSCE, Civil Engineering, University of Florida, 2019 Registrations/Certifications z Professional Engineer: Florida, 95740 (2023) 1-55 16.B.2.c Packet Pg. 635 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Brian Horrnik, PE Page 2 Kisinger Campo & Associates, Corp.  Structures Design pedestrian connectivity. Approximately 400 feet of roadway reconstruction will be required to tie in the replacement bridge with the existing roadway typical section. Special preference will be given to corrosion resistant materials and special concrete mix designs to ensure this bridge replacement achieves the full 75-year design life while being subjected to the harsh local MOT, signing and pavement marking (S&PM), and drainage design as well as environmental/permitting services and public involvement for the project. Survey, geotechnical engineering, and coastal engineering have been provided by our subconsultants. Role: Structures Engineer US 92/SR 600/Gandy Boulevard (East of 4th Street to Westshore Boulevard) PD&E and Design, FDOT District Seven, Hillsborough and Pinellas Counties, FL. KCA was selected by FDOT District Seven to conduct a PD&E study for Gandy Boulevard from East of 4th Street North in Pinellas County to Westshore Boulevard in Hillsborough County as well as prepare 15% Line and Grade design for the project segment from 4th Street North to west of the Gandy Bridge. The contract has an option for additional design services necessary to accelerate the project development. This project’s purpose is to reduce traffic congestion and improve bicycle and pedestrian accommodations along Gandy Boulevard including the existing eastbound and westbound bridges. The improvements will extend the existing controlled access facility on Gandy Boulevard and connect to the Selmon West Extension in Hillsborough County. The 7-mile, four- lane divided facility is classified as an urban principal arterial and is part of FDOT’s Strategic Intermodal System (SIS). The PD&E will evaluate improvements including grade separations at major intersections and widening Gandy Boulevard to six lanes. Bridge widening and/ or replacement will also be evaluated as part of this project. KCA will develop three alternatives, analyze the need for managed lanes, and assess the project’s impact on the social, economic, cultural, natural, and physical environment. Role: Structures Engineer such, the KCA Structures Division is also providing bridge rehabilitation design documents for bridge no. 070011 over Jacks Branch as part of the project design services. Role: Structures Technician Tanglewood/Bayou Grande Bridge Replacement, City of St. Petersburg, FL. This project consists of the replacement of the existing Tanglewood Bridge servicing Bayou Grande Boulevard northeast over Tanglewood Canal in Pinellas County, FL. The 67-year-old bridge has exceeded its expected service life and is experiencing ongoing deterioration. This bridge is posted for load restrictions due to its current condition. As a result, the City of St. Petersburg has slated this structure for replacement. Under KCA’s Transportation, Stormwater Management, and Bridge Inspection Contract with the City, KCA will perform all structures, roadway, and drainage design for the project. Due to the bridge replacement taking place over navigable waters, environmental services and permitting efforts will also be completed in house, this may include seagrass surveys, USCG involvement, and public involvement. Role: Structures Technician Bimini Drive Bridge Replacement, Monroe County, FL. KCA is providing structures, drainage, and roadway design; environmental assessment and permitting; utility coordination; and public involvement services for the Bimini Drive Bridge (Bridge No. 904603) Replacement project. The Bimini Drive Bridge is one of four historic Duck Key bridges, requiring evaluation under the National Historic Preservation Act (NHPA). Role: Structures Technician Sugarloaf Boulevard Bridge Replacement, Monroe County, FL. This project consists of the replacement of the existing Sugarloaf Boulevard Bridge over Sugarloaf Canal. The existing bridge is a three-span AASHTO beam bridge founded on pile bents that serves as the only vehicular route for residents that live on the south side of Sugarloaf Key. The existing superstructure and substructure is in poor condition as a result of the structure’s age and the extremely aggressive environment present at the bridge site. Monroe County has tasked KCA to design a single-span bridge replacement, which will eliminate the need for pile bents in the water and reduce future maintenance costs. The proposed bridge will span 96 feet and service two 11-foot lanes with 2.5-foot outside shoulders and a 5-foot sidewalk for 1-56 16.B.2.c Packet Pg. 636 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Kisinger Campo & Associates, Corp. Structures Design Project Experience Burnt Store Road South Segment Design, Lee County, FL. The Burnt Store Road South Segment Design project consists of the widening of Burnt Store Road in Lee County from a two-lane undivided to a four-lane divided highway. As part of this project, a new bridge will be installed over Shadroe Canal east of the existing bridge, which will serve the northbound lanes. The new bridge has an overall length of 200 feet and includes Florida I-Beam 45 superstructure, supported by pile bents. This project also includes 520 linear feet of retaining wall alone Shadroe Canal and miscellaneous other retaining wall to support pedestrian facilities. Role: Structures Technician John Yarbrough Linear Park Multi-Use Trail (JYLPMT) Extension, City of Fort Myers, FL. Located within the City of Fort Myers and unincorporated Lee County, the JYLPMT is an existing, non-motorized transportation and recreation corridor, currently extending approximately 6 miles, from Six Mile Cypress Parkway to Colonial Boulevard. The proposed 12-foot-wide, 1.8-mile long, shared-use trail, is envisioned for a wide range of non- motorized transportation and recreation activities, such as bicycling, walking, and rollerblading. KCA will team with the City to develop the safe extension that will become a great addition to the community and the City Fort Myers’s bike/pedestrian network. The KCA team proposed an innovative approach for establishing the proposed trail alignment over the Ten Mile Canal before spanning Colonial Boulevard, distancing the construction from the Seminole Gulf Railroad. Role: Structures Technician Big Carlos Pass PD&E Study and Design, Lee County, FL. This project involves conducting a PD&E Study to consider alternatives for replacement or rehabilitation of the Big Carlos Pass Bridge, addressing safety for all road and water users including motorists, bicyclists, pedestrians, and marine vessels. KCA conducted environmental and structural analyses, lead public involvement/ information meetings, obtain and analyze traffi c data, develop conceptual design plans, coordinate with utility agency owners (UAOs), determine right-of- way (R/W) impacts, and develop cost estimates. Role: Structures Technician Ortiz Avenue from Colonial Boulevard (SR 884) to Dr. Martin Luther King Jr. Boulevard (SR 82), Lee County, FL. This project includes design services and preparation of construction plans, permits and specifi cations for the widening of Ortiz Avenue from Colonial Boulevard (SR 884) to Dr. Martin Luther King Jr. Boulevard (SR 82). The existing 1.7-mile corridor consists of a two-lane undivided arterial roadway with shoulders and a 10-foot multi-use path located on the west side of the corridor. KCA is designing a four-lane facility. Based on a traffi c study and analysis, accommodations for an ultimate six- lane facility will be considered, analyzed, and included where feasible. A multi-use path will remain on the west side of the roadway, and a 5-foot sidewalk will be proposed on the east side. On-street bicycle facilities will be provided on both sides of the roadway. The plans will include roadway transitions from the existing and/ or planned roadway typical sections to the roadway typical sections approaching SR 884, SR 82 and the Hanson Street roundabout. The scope of services also includes the design and preparation of construction plans, permits, and specifi cations for the relocation of existing Lee County Utilities. Role: Structures Technician Bimini Drive Bridge Replacement, Monroe County, FL. KCA is providing structures, drainage, and roadway design; environmental assessment and permitting; utility coordination; and public involvement services for the Bimini Drive Bridge (Bridge No. 904603) Replacement project. The Bimini Drive Bridge is one of four historic Duck Key bridges, requiring evaluation under the National Historic Preservation Act (NHPA). KCA led the Section 106 (NHPA) process to a successful conclusion, obtaining a MOA for all four historic bridges. Role: Structures Technician John Johnson, PE Structures Design Mr. Johnson has four years experience as a Structures Engineer. He has experience performing structural analyses on steel and concrete structures and produced assessment reports for client bridge inventories. In addition, he is familiar with the following engineering software: MicroStation, AutoCAD, STAAD, RC-Pier, FB MultiPier, and PS-Beam. He joined KCA in October 2018 and is a Structures Engineer in our Fort Myers location. Education MCE, University of South Florida , 2021 BSCE, University of South Florida, 2019 AA, Architecture, Edison College, 2013 Registrations/Certifi cations Professional Engineer, Florida (96964) 1-5716.B.2.c Packet Pg. 637 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Kisinger Campo & Associates, Corp. Structures Design John Johnson, PE Page 2 interconnecting other networks. Currently, the 75-mile planned loop requires approximately 21.35 miles of trail construction for loop completion. This project will focus on constructing the northernmost gap within the Pinellas Trail Loop beginning south of Enterprise Road, connecting to the Duke Energy Trail. The trail will run approximately 6.5 miles to the north utilizing a large portion of the Duke Energy easement and will terminate north above the Lake Tarpon Outfall connecting the southernmost trailhead at John Chestnut Park. KCA will provide roadway and structures design, drainage, traffi c/signing and pavement marking/signalization, and environmental/permitting services for this project. Role: Stormwater Design Technician SR 70 from Lorraine Road to CR 675/Waterbury Road SWAT, FDOT District One, Manatee County, FL. Development of this project will use the new FDOT SWAT process, which will reduce duplicative eff orts between PD&E and design. This project involves providing PD&E and design services for SR 70 from Lorraine Road to CR 675 (Waterbury Road) in Manatee County. This project’s purpose is to increase capacity and improve safety on SR 70, which is a two-lane undivided roadway classifi ed as an urban principal arterial–other from Lorraine Road to mile post 10.439 and rural principal arterial–other eastward to beyond CR 675. KCA will design two four-lane typical sections within the corridor. A suburban section from Lorraine Road to Del Webb Boulevard, and a rural section from Del Webb Boulevard to CR 675. A Level 1 roundabout screening will be performed to determine if roundabouts are viable. The KCA team will provide PD&E/NEPA, roadway and structures design, drainage/ permitting, environmental, S&PM/traffi c/signalization, TTC, public involvement, utility coordination/SUE, geotechnical/contamination, noise analysis, surveying, and right-of-way mapping services. Role: Stormwater Design Technician Green Spine Cycle Track Design, City of Tampa, Tampa, FL. This project consists of an urban trail/cycle track along Cass Street, Nuccio Parkway and 15th Street to connect North Hyde Park from Howard and Armenia Avenues as well as Tampa Heights, Ragan Park, and VM Ybor to the Hillsborough River. The cycle track begins at Howard Avenue and Cass Street near the Armory. It will follow Cass Street. into downtown to Nebraska Avenue then Nuccio Parkway into Ybor City, then 15th Street to Cuscaden Park at 21st Avenue. The project was conceptualized as part of the InVision Tampa Center City Plan to provide a pedestrian and bicycle access between N. Hyde Park, Downtown and Ybor City. It will provide a safe and accessible bicycle connection to the Tampa Riverwalk and a safe connection between neighborhoods. Role: Stormwater Design Technician Sugarloaf Boulevard Bridge Replacement, Monroe County, FL. This project consists of the replacement of the existing Sugarloaf Boulevard Bridge over Sugarloaf Canal. The existing bridge is a three-span AASHTO beam bridge founded on pile bents that serves as the only vehicular route for residents that live on the south side of Sugarloaf Key. The existing superstructure and substructure is in poor condition as a result of the structure’s age and the extremely aggressive environment present at the bridge site. Monroe County has tasked KCA to design a single-span bridge replacement, which will eliminate the need for pile bents in the water and reduce future maintenance costs. The proposed bridge will span 96 feet and service two 11-foot lanes with 2.5-foot outside shoulders and a 5-foot sidewalk for pedestrian connectivity. Approximately 400 feet of roadway reconstruction will be required to tie in the replacement bridge with the existing roadway typical section. Special preference will be given to corrosion resistant materials and special concrete mix designs to ensure this bridge replacement achieves the full 75-year design life while being subjected to the harsh local MOT, signing and pavement marking (S&PM), and drainage design as well as environmental/permitting services and public involvement for the project. Survey, geotechnical engineering, and coastal engineering have been provided by our subconsultants. Role: Structures Technician Districtwide Drainage Contract, FDOT District One, Districtwide, FL. KCA will provide districtwide drainage- related engineering tasks to FDOT District One under this contract. Services will include drainage maps; location hydraulic reports; stormwater analysis for the design of French drains, cross drains, ditches, storm sewers, retention/detention facilities, and stormwater management systems; Pond Siting Reports; permitting; stormwater treatment and attenuation; Bridge Hydraulic Reports; and FEMA “No-Rise” Certifi cations. Role: Stormwater Design Technician Pinellas Trail Loop North Segment Design-Build, Pinellas County, FL. The Cone and Graham (C&G)/KCA Team has been awarded Pinellas County’s $8 million Pinellas Trail Loop North Segment Design-Build (D/B) project. The Pinellas Trail Loop will become a vital link throughout Pinellas County and the surrounding roadway network as part of the emerging Southwest Coast Regional Trail. This 75-mile loop will ultimately provide regional connectivity as the longest continuous trail in Florida for a cross state connection to the planned Coast to Coast Trail. The ultimate vision for the trail network is one which provides multi-modal accommodations for pedestrians/bicyclists creating the foundation for non-motorized travel throughout Pinellas County while 1-5816.B.2.c Packet Pg. 638 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Kisinger Campo & Associates, Corp.  Maintenance of Traffic (MOT) - EOR Project Experience Darren Brandes, PE Maintenance of Traffic (MOT) - EOR Gateway Expressway Design-Build (D/B), FDOT District Seven, Pinellas County, FL. The $545 million Gateway Expressway D/B project is the most significant transportation project in Pinellas County since the expansion of US 19. This project is a critical part of the Tampa Bay Area’s growing transportation network as it will provide much needed limited and controlled access connections from CR 611 on the north side, US 19 on the west side, and the St. Pete/Clearwater International Airport to I-275. The project includes the first section of Tampa Bay’s Next Network by constructing the initial segment of the Express Lanes on I-275. Overall project improvements include upgraded interchanges and grade separations with new ramps, bridges, and flyovers; enhancements to arterial surface roads; various intersection renovations; and utility improvements. KCA is providing MOT, roadway and structures design, drainage, and S&PM services for this fast-paced expansive project. A safety and crash analysis was performed along with a conceptual ramp design and a Pond Siting Report. After the District received approval of the Interchange Operational Analysis Report (IOAR), KCA completed final design including a new two-lane exit ramp, ramp lighting, drainage improvements, and signal modifications. Role: MOT Engineer-of-Record (EOR) Big Carlos Pass PD&E Study and Final Design, Lee County, FL. This project involves conducting a PD&E Study to consider alternatives for replacement or rehabilitation of the Big Carlos Pass Bridge, addressing safety for all road and water users including motorists, bicyclists, pedestrians, and marine vessels. KCA is coordinating with Lee County and FDOT to obtain location and design concept approval from FHWA on a preferred alternative. The study will be in accordance with NEPA, develop the purpose and need for the project, and determine environmental class of action following the FDOT PD&E Manual and using the ETDM process. KCA will conduct environmental and structural analyses, lead public involvement/information meetings, obtain and analyze traffic data, develop conceptual design plans, coordinate with UAOs, determine right-of-way impacts, and develop cost estimates. Additionally, KCA will evaluate traffic noise and noise walls as part of this study. Role: MOT EOR I-75 (SR 93) from Pasco/Hernando County Line to North of SR 50 (US 98), FDOT District Seven, Hernando County, FL. This project consisted of widening 8.43 miles along I-75 from the Pasco/Hernando County line to north of SR 50 (Cortez Boulevard) in Hernando County. The proposed improvements called for widening the existing four-lane divided interstate highway to six lanes and resurfacing the existing lanes. This project also included reconstruction of the I-75/SR 50 (Cortez Boulevard) interchange to include dual left-turn lanes from SR 50 to I-75 and the addition of a northbound I-75 to westbound SR 50 flyover ramp. Right-of-way acquisition was required, along with stormwater management facilities. Other features of the project included S&PM and highway lighting. Role: MOT EOR Education z MSCE, University of Florida, 2015 z BSCE, University of South Florida, 1995 Registrations z Professional Engineer: North Carolina, 043669; Flor- ida, 53982; Texas, 126177 Certifications z ATSSA Florida Advanced Work Zone Traffic Control Course z Florida Engineering Leadership Institute Areas of Specialization Roadway Design zInterchange Planning z Layoutz Site Development z Horizontal/Vertical Design z Maintenance of Traffic/Traffic Control Design z Project Management/Coordination z Plans Review Mr. Brandes has a wide breadth of experience in multiple engineering and construction disciplines, within multiple phases of projects, including planning, design and post-design throughout his 37-year career. He presently oversees WZTC development for KCA. His background includes signal design, highway design, WZTC design, constructability reviews, highway construction inspection, hydraulics design, project administration, traffic planning, value engineering, bridge maintenance inspection, Dispute Review Board participation, and international project management and design experience. He has experience on all sides of transportation projects, having served as a design engineer, engineer working directly with contractors, and as a contractor himself. Mr. Brandes has provided TCPs for the majority of KCA’s transportation and structures projects. 1-59 16.B.2.c Packet Pg. 639 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Darren Brandes, PE Page 2 Kisinger Campo & Associates, Corp. Maintenance of Traffic (MOT) - EOR floodway. Extensive communication with federal, state, and local government agencies (FEMA, Florida Department of Education, SWFWMD, and Polk County) was crucial to coordinate and approve permitting, drainage, utility adjustments, and traffic control during construction. Role: Designed the Traffic Control Plan I-75 Milling/Resurfacing, Pasco-Hernando County Line to South of Lockhart Road, FDOT District Seven, Hernando County, FL. This project consists of 3.77 miles along I-75 from the Pasco/Hernando County line to south of Lockhart Road in Hernando County. The proposed improvements call for milling and resurfacing the existing four-lane divided interstate highway. This project includes overbuild to bring the superelevation along the horizontal curves to current standards. This project also includes guardrail replacement, drainage improvements and a pier protection system. Role: Traffic Control Plan Engineer US 17 from Charlotte County Line to SW Collins, FDOT District One. The project involved the design of 4.26 miles of four-lane divided rural roadway to replace a two- lane undivided highway. Five stormwater management ponds and three floodplain compensation ponds were required and one new bridge was designed, while the existing adjacent bridge was incorporated into the project. Coordination was necessary for an adjacent, parallel railroad through Fort Ogden. Services included survey, right-of-way map preparation, archaeological studies, geotechnical and contamination investigation, drainage design, structures design, roadway design, signing and marking preparation, and extensive utility coordination. Role: Traffic Control Plan Engineer A. Max Brewer Bridge Replacement over the Indian River, FDOT District Five. This design-build project involves the design of a high-level replacement bridge over the Indian River. The replacement bridge has an overall length of 3,200 feet, with a 170-221-170-foot three-span continuous unit over the navigation channel, and high-level approaches comprised of 147-foot spans with a continuous deck slab incorporating three span units between expansion joints. This project also involves the construction of an independent pedestrian bridge that spans across a relief channel, and the construction of a fishing pier that will be of great value to the very active local fishing community. Role: Traffic Control Engineer I-75 at US 301 Interchange, FDOT District One, Manatee County, FL. This project consists of widening a six-lane interstate to eight lanes and major modifications to the interchange. The project length is 4 miles and interchange modifications involve reconstruction of the partial cloverleaf to a diamond interchange. This requires two new 4,000-foot-long structures for two legs of the diamond interchange to span the Manatee River. Two additional 1,000-foot-long structures over Salt Marsh will also be widened. All stormwater is being treated within the existing right-of-way. A Final Pond Siting Report has been approved and design is ongoing. Role: MOT EOR Cape Coral Bridge Design/Owner’s Representative, Lee County, FL. The KCA team was selected to perform Design and Owner’s Representative services for the westbound span replacement and eastbound span widening of the Cape Coral Bridge between Cape Coral and Fort Myers in Lee County. The key aspects of this project include development of a design that expands the existing facility to six lanes while minimizing right- of-way (R/W) impacts, maintains westbound access for residents on the Cape Coral causeway, incorporates sheltered sidewalks on each bridge that tie into pedestrian facilities on Cape Coral Parkway and College Parkway, and maintains four lanes of traffic and local resident access throughout construction. The final design will focus on safety for both vehicular and pedestrian traffic. The design will also have the vision to incorporate high-value aesthetic components into the entire project to provide the “Signature Gateway” to the City of Cape Coral that is consistent with Lee County and the City of Cape Coral’s goals for the project. Role: Traffic Control Plan Engineer Polk Parkway, Section Five, Florida’s Turnpike Enterprise (FTE), Polk County, FL. This project involved the design of 5.2 miles of a four-lane expressway traversing through extremely sensitive environmental areas, impacting more than 28 wetland areas and a 2,000-foot-wide regulated floodway. The project included a directional interchange, a mainline barrier toll plaza, two ramp plazas, and bridges at six sites. The Saddle Creek floodway and residual slime material from phosphate mining activities required twin 1,500-foot-long bridges to be designed to span the weak soil conditions. At other locations, ground reinforcement was combined with wick drains and embankment surcharges to increase settlement rates. The project was drainage intensive including eight on-line wet detention ponds—one pond being approximately 25 acres and involving draining of approximately 337 acres. Polk Parkway alignment fell within the 100-year floodplain of Saddle Creek, which has a 4,000-foot-wide floodplain and a 2,000-foot regulated 1-60 16.B.2.c Packet Pg. 640 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Kisinger Campo & Associates, Corp.  Maintenance of Traffic (MOT) Yaney Tukuch, EI Maintenance of Traffic (MOT) replacement as well as coordination with federal and state resource and regulatory agencies. Additional tasks include obtaining US Army Corps of Engineers 404 dredge and fill permit, US Coast Guard Bridge Permit, Florida Department of Environmental Protection National Pollutant Discharge Elimination System permit, and South Florida Water Management District Environmental Resource Permit. Role: Roadway Engineer Sugarloaf Boulevard Bridge Replacement, Monroe County, FL. This project consists of the replacement of the existing Sugarloaf Boulevard Bridge over Sugarloaf Canal. The existing bridge is a three-span AASHTO beam bridge founded on pile bents that serves as the only vehicular route for residents that live on the south side of Sugarloaf Key. The existing superstructure and substructure is in poor condition as a result of the structure’s age and the extremely aggressive environment present at the bridge site. Monroe County has tasked KCA to design a single-span bridge replacement, which will eliminate the need for pile bents in the water and reduce future maintenance costs. The proposed bridge will span 96 feet and service two 11-foot lanes with 2.5-foot outside shoulders and a 5-foot sidewalk for pedestrian connectivity. Approximately 400 feet of roadway reconstruction will be required to tie in the replacement bridge with the existing roadway typical section. Special preference will be given to corrosion resistant materials and special concrete mix designs to ensure this bridge replacement achieves the full 75-year design life while being subjected to the harsh local MOT, signing and pavement marking (S&PM), and drainage design as well as environmental/permitting services and public involvement for the project. Survey, geotechnical engineering, and coastal engineering have been provided by our subconsultants. Role: Roadway Engineer Bimini Drive Bridge Replacement, Monroe County, Monroe County, FL. KCA is providing structures, drainage, and roadway design; environmental assessment and permitting; utility coordination; and public involvement services for the Bimini Drive Bridge (Bridge No. 904603) Replacement project. The Bimini Drive Bridge is one of four historic Duck Key bridges, requiring evaluation under the National Historic Preservation Act (NHPA). KCA led the Section 106 (NHPA) process to a successful conclusion, obtaining a MOA for all four historic bridges. Tasks include assessment of wetland, seagrass, coral, and protected species impacts resulting from the proposed structure replacement as well as coordination with federal and state resource and regulatory agencies. Additional tasks include obtaining US Army Corps of Engineers 404 dredge and fill permit, US Coast Guard Bridge Permit, Florida Department of Environmental Protection National Pollutant Discharge Elimination System permit, and South Florida Water Management District Environmental Resource Permit. Role: Roadway Engineer Harbour Drive Bridge Replacement, Monroe County, FL. KCA is providing structures, drainage, and roadway design; environmental assessment and permitting; utility coordination; and public involvement services for the Harbour Drive Bridge (Bridge No. 904604) Replacement project. The Harbour Drive Bridge is one of four historic Duck Key bridges, requiring evaluation under the National Historic Preservation Act (NHPA). KCA led the Section 106 (NHPA) process to a successful conclusion, obtaining a MOA for all four historic bridges. Tasks include assessment of wetland, seagrass, coral, and protected species impacts resulting from the proposed structure Project Experience Education z B.S., Civil Engineering, University of South Florida, 2015 Registrations/Certifications z Engineer in Training: Florida, 1100023316 z Stormwater Management, 34593 z FDOT Temp Traffic Control Advanced, 59073 Areas of Specialization Roadway Design z Limited-Access Highways z Widening/Realignment of Arterials z Horizontal/ Vertical Design z Cross and Typical Sections z Maintenance of Traffic/Traffic Control Design z Plans Review Ms. Tukuch has seven years of experience in roadway engineering and Transportation Design-Build (D/B) on large projects. Additionally, Ms. Tukuch is skilled in several software programs such as Agtek, AutoCAD, HCSS, MicroStation, Smartbid and Bluebeam. She is also familiar with design codes such as AAHTO, ACI-318, and AISC. 1-61 16.B.2.c Packet Pg. 641 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Yaney Tukuch, EI Page 2 Kisinger Campo & Associates, Corp. Maintenance of Traffic (MOT) SR 56 Extension from Meadow Pointe to US 301, FDOT District Seven, Pasco County, FL. This project will extend SR 56 east to US 301/SR 41 from its current terminus at Meadow Pointe Blvd. The extension will cover a distance of approximately 6.1 miles. The project consists of constructing a four lane divided roadway with ten-foot shoulders that is expandable in the future to a six-lane divided roadway with a 50-foot median. LED Street Lighting will be added. Additionally, a new bridge will be constructed over New River. Role: Roadway Engineer SR 50 Bypass from Broad Street to Jefferson Street, FDOT District Seven, Hernando County, FL. The project involves adding lanes and rehabilitating the existing pavement for SR 50/Cortez Blvd. in Hernando County. SR 50 from Broad Street to Jefferson Street is a four-lane urban principal arterial on the Florida Strategic Intermodal System. Improvements include widening SR 50 to the inside median and milling and resurfacing the existing travel lanes and shoulders. Additional improvements include adding sidewalk, lighting, drainage, permits, utility coordination, structures, ITS, signing and pavement marking, and signals. Optional services include railroad grade crossing improvements and limited roadway approach resurfacing at CSX RR Crossing 624906G and a shared-use path on the south side of SR 50. Role: Roadway Engineer I-75 at SR 72 (Clark Road) interchange, FDOT District One, Sarasota, FL. KCA was a subconsultant to American Consulting, Inc.,on this project for District One. The ultimate I-75 typical section provides for a 10-lane facility with two express lanes and three general use lanes in each direction. The interchange improvements also required replacement of the existing I-75 at SR 72 bridges. The interchange was reconstructed from a tight diamond to a Diverging Diamond Interchange (DDI). KCA provided structures and roadway support, MOT, and independent peer review. Role: Roadway Engineer Old Dixie Highway Bridge over Taylor Creek Replacement/East Coast Greenway Trail, St. Lucie County, FL. KCA is currently providing design and permitting services to replace the structurally deficient Old Dixie Highway Bridge over Taylor Creek (No. 940029), which is adjacent to the FEC railway Brightline/Virgin Trains USA expansion to dual tracks. The project also involves design of a 10-foot-wide shared-use path on the east side of Old Dixie Highway as well as milling and resurfacing from Sunny Lane to US 1. The KCA team is providing coordination with utilities (such as the gas main and forcemain along the project corridor), FEC Railroad, and FDOT for the adjacent SR A1A bridge project; design within a limited 30-foot right-of-way [R/W]; ensuring safety of traveling public, pedestrians, and bicyclists; and completion of the project within the County’s schedule and budget. Role: Roadway Engineer CR 835 Curve Safety Improvements, Hendry County, FL. This project provided curve safety improvements to increase safety and reduce crashes by implementing the recommendations that were identified in the Site Safety Analysis and Justification Report prepared for this project. The improvements are located along five curves on CR 835, in eastern Hendry County (Rogers Curve, Saunders Curve, Blumberg Curve, Jackman Curve, and Southern Division Curve). Design and preparation of a complete set of construction contract documents for curve safety improvements at the five locations is being provided. Specific improvements at the curve locations include enhanced warning signage, superelevation correction, upgraded pavement markings, ground-in rumble stripes at edgeline and centerline, addition of paved shoulders and guardrail installation for protection of canal hazards. Role: Roadway Engineer Able Canal Multi-use Trail, Lee County, FL. This LAP- funded project includes the design and permitting of approximately 6 miles of shared-use-path along the Able Canal in Lehigh Acres. This important project will provide convenient and safe non-motorized access between numerous residential areas and civic destinations in an area that lacks pedestrian facilities. The KCA team will be permitting this project and guiding the County through environmental re-evaluation process through the Office of Environmental Management. Close coordination between Lee County, LA-MSID (Lehigh Acres Municipal Services Improvement District), and Park and Recreation will make this a successful project for the many stakeholders. Role: Roadway Engineer 1-62 16.B.2.c Packet Pg. 642 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Project Experience Big Carlos Pass PD&E Study and Final Design, Lee County, FL. This project involves conducting a PD&E Study to consider alternatives for replacement or rehabilitation of the Big Carlos Pass Bridge, addressing safety for all road and water users including motorists, bicyclists, pedestrians, and marine vessels. KCA is coordinating with Lee County and FDOT to obtain location and design concept approval from FHWA on a preferred alternative. The study will be in accordance with NEPA, develop the purpose and need for the project, and determine environmental class of action following the FDOT PD&E Manual and using the ETDM process. KCA will conduct environmental and structural analyses, lead public involvement/information meetings, obtain and analyze traffic data, develop conceptual design plans, coordinate with UAOs, determine right-of-way impacts, and develop cost estimates. Additionally, KCA will evaluate traffic noise and noise walls as part of this study. Role: Roadway Engineer Sugarloaf Boulevard Bridge Replacement, Monroe County, FL. This project consists of the replacement of the existing Sugarloaf Boulevard Bridge over Sugarloaf Canal. The existing bridge is a three-span AASHTO beam bridge founded on pile bents that serves as the only vehicular route for residents that live on the south side of Sugarloaf Key. The existing superstructure and substructure is in poor condition as a result of the structure’s age and the extremely aggressive environment present at the bridge site. Monroe County has tasked KCA to design a single-span bridge replacement, which will eliminate the need for pile bents in the water and reduce future maintenance costs. The proposed bridge will span 96 feet and service two 11-foot lanes with 2.5-foot outside shoulders and a 5-foot sidewalk for pedestrian connectivity. Approximately 400 feet of roadway reconstruction will be required to tie in the replacement bridge with the existing roadway typical section. Special preference will be given to corrosion resistant materials and special concrete mix designs to ensure this bridge replacement achieves the full 75-year design life while being subjected to the harsh local MOT, signing and pavement marking (S&PM), and drainage design as well as environmental/permitting services and public involvement for the project. Survey, geotechnical engineering, and coastal engineering have been provided by our subconsultants.Role: Roadway Engineer Maydell Drive Bridge Replacement, Hillsborough County, FL. This Hillsborough County/FDOT District Seven Local Agency Program (LAP) project consisted of replacing the existing 616-foot bridge, reconstructing the roadway approaches, and providing pedestrian connectivity. This structurally deficient bridge has been closed to vehicular and pedestrian traffic for several years. The replacement bridge consists of six 90-foot spans resulting in a total bridge length of 630 feet. The bridge has 36-inch Florida-I Beams, which are supported by pile bents and riprap protection was provided at the sloped abutments. The adjacent roadway was reconstructed and a combination open/closed drainage system was provided to accommodate the slightly raised profile. The 10-foot-wide sidewalk on the bridge connects back to existing sidewalks north and south of the project; however, this wide sidewalk is designed to eventually accommodate the Hillsborough County Trails Master Plan. The KCA team provided a PD&E study, final design plans, specifications, and construction phase support for this project. Extensive permitting efforts were also Allen Stewart, EI Maintenance of Traffic (MOT) Mr. Stewart has nine years of experience that involves CEI inspection and project management. His field experience includes concrete testing and sampling and nuclear soil density testing. He has experience with the following design software: AutoCAD Civil 3D (FDOT and Pinellas County CADD kits, MicroStation (GEOPAK and FDOTSS4), Autodesk InfraWorks. His experience includes 2D plans prep and 3D modeling in both software environments. Education z MCE, University of South Florida, 2012 z BSCE, University of South Florida, 2011 Registrations z Engineering Intern: Florida, 1100016491 Certifications z CTQP Earthwork Construction Inspection, Level 2 z CTQP Final Estimates, Level 2 z Nuclear Gauge Safety Course Areas of Specialization Roadway Engineer z CEI z Concrete Testing and Sampling z Nuclear Soil Density Testing Kisinger Campo & Associates, Corp. z Maintenance of Traffic (MOT) 1-63 16.B.2.c Packet Pg. 643 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Allen Stewart, EI Page 2 Kisinger Campo & Associates, Corp. Maintenance of Traffic (MOT) provided for the U.S. Coast Guard (USCG) Bridge Permit, Southwest Florida Water Management District (SWFWMD) Permit, U.S. Army Corps of Engineers (USACE) Permits (including a 408 Permit) and a Tampa Port Authority Sovereign Submerged Lands (SSL) Easement. Seeking an accelerated design schedule, KCA guided the County through the SWAT process. Role: Roadway Engineer Cape Coral Bridge Design/Owner’s Representative, Lee County, FL. The KCA team was selected to perform Design and Owner’s Representative services for the westbound span replacement and eastbound span widening of the Cape Coral Bridge between Cape Coral and Fort Myers in Lee County. The key aspects of this project include development of a design that expands the existing facility to six lanes while minimizing right-of-way (R/W) impacts, maintains westbound access for residents on the Cape Coral causeway, incorporates sheltered sidewalks on each bridge that tie into pedestrian facilities on Cape Coral Parkway and College Parkway, and maintains four lanes of traffic and local resident access throughout construction. The final design will focus on safety for both vehicular and pedestrian traffic. The design will also have the vision to incorporate high-value aesthetic components into the entire project to provide the “Signature Gateway” to the City of Cape Coral that is consistent with Lee County and the City of Cape Coral’s goals for the project. Role: Roadway Engineer South Golf Drive Design, City of Naples, FL. This LAP-funded (City of Naples/FDOT District One) project involves Complete Streets design improvements along a 0.7-mile corridor of South Golf Drive from Gulf Shore Boulevard North to US 41 in Naples. The project’s goals are to improve pedestrian safety and connectivity in the South Golf Drive corridor as well as improve bicycle safety and connectivity, street image and aesthetics, driveway connections, parking, and roadway lane improvements. Role: Roadway Engineer CR 630 east of Monk Road - Box Culvert Replacement, Polk County, FL. The purspose of this project is to facilitate replacement of an existing box culvert located under CR 630 in Polk County, including demolition, excavation, and reconstruction of th existing roadway as needed to access the culvert. The roadway will be redeveloped to remove the need for the existing guardrail by providing traversable slopes for the full width of the clear zone. To accomplish this, the proposed culvert will be longer than the existing structure. KCA is providing roadway, structures, and traffic control design services, as well as utility coordination services. Role: Roadway Engineer SR 414 over US 17/92 - Bridge Deck Overlay, FDOT District Five, Seminole County, FL. The purspose of this project is to repair and refurbish an existing roadway bridge (no. 750295) carrying SR 414 over US 17/92 and apply an epoxy overlay to the deck surface. KCA is providing structures, traffic control, and S&PM services. Role: Roadway Engineer (TTCP) Professional Engineering Services for 60th Avenue East from US 301 to Mendoza Road and for Buffalo Road from Mendoza Road to 69th Street East and intersection reconstruction at 69th Street East and at Mendoza Road, Manatee County, FL. KCA was selected by Manatee County to provide design services for roadway reconstruction along the undivided 60th Avenue East corridor and the extension of Buffalo Road. The segment along 60th Avenue East will need to be widened to accommodate additional auxiliary lanes within very limited R/W. A lift station is to be relocated within the same corridor, and a large box culvert is to be extended to accommodate the roadway improvements. The segment along Buffalo Road will require new horizontal and vertical geometry that will cross an environmentally sensitive site to be permitted and mitigated, and the new typical section will need to tie into the dead-end section coming south from 69th Street East. The design along this segment will need to accommodate future widening for roadway expansion due to the new subdivisions being built along the corridor. Intersection improvement work at Mendoza Road and at 69th Street East will be required to accommodate the future predicted traffic demand. These projects are needed to follow a very aggressive schedule and require close coordination with subconsultants, internal disciplines, and County personnel. Role: Roadway Engineer 1-64 16.B.2.c Packet Pg. 644 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Kisinger Campo & Associates, Corp. PD&E Re-Evaluation; Public Involvement Project Experience Ms. del Sol Alonso has fi ve years of experience in project management, roadway design, traffi c and safety engineering and Project Development and Environmental (PD&E) studies. Her PD&E experience includes roadway design, development of conceptual plans, engineering reports, analysis of existing roadway conditions, and public involvement coordination eff orts. She is profi cient in MicroStation. Ms del Sol Alonso is also bilingual in Spanish and English. Corina del Sol Alonso, EI Public Involvement Education B.S., Civil Engineering, Florida International Univer- sity, 2017 Registrations/Certifi cations Engineer in Training: Florida, 110002253 (2018) FDOT Temporary Traffi c Control (TTC) - Advanced Big Carlos Pass Bridge Replacement PD&E and Design, Lee County, FL. This project involves conducting a PD&E Study to consider alternatives for replacement or reha- bilitation of the Big Carlos Pass Bridge, addressing safety for all road and water users including motorists, bicyclists, pedestrians, and marine vessels. KCA will conduct envi- ronmental and structural analyses, lead public involve- ment/information meetings, obtain and analyze traffi c data, develop conceptual design plans, coordinate with utility agency owners (UAOs), determine right-of-way (R/W) impacts, and develop cost estimates. Additionally, KCA will evaluate traffi c noise and noise walls as part of this study. After approval of the recommended alter- native, KCA will provide the fi nal design including the design of the bridge, roadway, drainage, and all permit- ting. Role: Roadway Engineer Williams Road and Atlantic Gulf Boulevard Intersec- tion Improvements, Village of Estero, FL. KCA was selected by the Village of Estero to provide design and permitting services for the roadway and intersection improvements along Williams Road at Atlantic Gulf Boulevard directly west of US 41 in the Village of Estero, Florida. This project includes traffi c analysis and design of a single-lane roundabout at the intersection of Williams Road at the entrance to a commercial/medical devel- opment to restrict illegal turning movements, enhance safety, increase turn lane storage at US 41, and provide a complete street design. The improvements included both new construction and milling and resurfacing to accom- modate the addition of sidewalk and bicycle facilities, corridor lighting, landscape, curb and gutter, drainage infrastructure, and new signing and pavement markings. Right-of-way analysis and cost-to-cure services were also necessary for impacts outside the constrained 60’ right- of-way. Role: Roadway Engineer Able Canal Multi-use Trail, Lee County, FL. This LAP- funded project includes the design and permitting of approximately 6 miles of shared-use-path along the Able Canal in Lehigh Acres. This important project will provide convenient and safe non-motorized access between numerous residential areas and civic destinations in an area that lacks pedestrian facilities. The KCA team will be permitting this project and guiding the County through environmental re-evaluation process through the Offi ce of Environmental Management. Close coordination between Lee County, LA-MSID (Lehigh Acres Municipal Services Improvement District), and Park and Recreation will make this a successful project for the many stakeholders. Role: Roadway Engineer 16th Street NE Bridge Design, Collier County, FL. The project involves bridge and roadway design for improvements along 16th Street NE from Golden Gate Boulevard W. to Randall Boulevard in Naples, FL. The goal of this project is to provide multi-modal connectivity by constructing a new bridge to span the Golden Gate Main Canal with roadway enhancements, improved emergency response times, mobility and operations, services effi ciency, and safety along the corridor. The KCA team will be providing structural, roadway, and drainage design; project development and environment (PD&E) re-evaluations; environmental/permitting; maintenance of traffi c (MOT); traffi c, signals, and signing and pavement markings (S&PM); lighting and Intelligent Transportation Systems (ITS) design; and public involvement. Role: Roadway Engineer John Yarbrough Linear Park Multi-Use Trail (JYLPMT) Extension, City of Fort Myers, FL. Located within the City of Fort Myers and unincorporated Lee County, the JYLPMT is an existing, non-motorized transportation and recreation corridor, currently extending approximately 1-65 16.B.2.c Packet Pg. 645 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Corina del Sol Alonso, EI Page 2 Kisinger Campo & Associates, Corp.  PD&E Re-Evaluation; Public Involvement SR 78 from Kirby Thompson Road to Fort Denaud SCRAP, Hendry County, FL. This 1.5 mile segment of CR 78 (FPID: 435050-1) was originally programmed by FDOT in 2013 with Small County Outreach Program (SCOP) funds. As a result of shifting County priorities in 2015, the project was deferred until FY 18/19 and the funding was switched to SCRAP. The original SCOP funding in 2013 included funding for widening the travel lanes by 2 feet and adding 6-foot shoulders (4- foot paved) as well as resurfacing the entire length of the project. By statute, SCRAP funds may not be used for capacity improvement projects. However, on recent District One SCRAP projects, KCA has helped other Local Agencies appeal to FDOT CO Local Programs to make determinations that shoulder widening should be deemed a safety improvement and not a capacity improvement. In some specifi c cases, CO has authorized that shoulder widening could be considered reimbursable under the SCRAP funding. As such, the The KCA Structures Division is also providing bridge rehabilitation design documents for bridge no. 070011 over Jacks Branch as part of the project design services. Role: Roadway Engineer South Golf Drive Design, City of Naples, FL. This LAP-funded (City of Naples/FDOT District One) project involves Complete Streets design improvements along a 0.7-mile corridor of South Golf Drive from Gulf Shore Boulevard North to US 41 in Naples. The project’s goals are to improve pedestrian safety and connectivity in the South Golf Drive corridor as well as improve bicycle safety and connectivity, street image and aesthetics, driveway connections, parking, and roadway lane improvements. Role: Roadway Engineer Lakeside Neighborhood Sidewalk Improvements, FDOT District Four, Oakland Park, FL. This project includes the design of sidewalk improvements to add missing segments of 5-foot-wide concrete sidewalk to provide pedestrian facility continuity within the Lakeside neighborhood of Oakland Park, Florida. Approximately 15,000 linear feet of sidewalk will be designed and constructed. Extensive public involvement and utility coordination is required. Role: Roadway Engineer 6 miles, from Six Mile Cypress Parkway to Colonial Boulevard. The proposed 12-foot-wide, 1.8-mile long, shared-use trail, is envisioned for a wide range of non- motorized transportation and recreation activities, such as bicycling, walking, and rollerblading. KCA will team with the City to develop the safe extension that will become a great addition to the community and the City Fort Myers’s bike/pedestrian network. The KCA team proposed an innovative approach for establishing the proposed trail alignment over the Ten Mile Canal before spanning Colonial Boulevard, distancing the construction from the Seminole Gulf Railroad. Role: Roadway Engineer Ortiz Avenue from Colonial Boulevard (SR 884) to Dr. Martin Luther King Jr. Boulevard (SR 82), Lee County, FL. This project includes design services and preparation of construction plans, permits and specifi cations for the widening of Ortiz Avenue from Colonial Boulevard (SR 884) to Dr. Martin Luther King Jr. Boulevard (SR 82). The existing 1.7-mile corridor consists of a two-lane undivided arterial roadway with shoulders and a 10-foot multi- use path located on the west side of the corridor. KCA is designing a four-lane facility. Based on a traffi c study and analysis, accommodations for an ultimate six-lane facility will be considered, analyzed, and included where feasible. A multi-use path will remain on the west side of the roadway, and a 5-foot sidewalk will be proposed on the east side. On-street bicycle facilities will be provided on both sides of the roadway. The plans will include roadway transitions from the existing and/or planned roadway typical sections to the roadway typical sections approaching SR 884, SR 82 and the Hanson Street roundabout. The scope of services also includes the design and preparation of construction plans, permits, and specifi cations for the relocation of existing Lee County Utilities. Role: Roadway Engineer CR 835 Curve Safety Improvements, Hendry County, FL. This project provided curve safety improvements to increase safety and reduce crashes by implementing the recommendations that were identifi ed in the Site Safety Analysis and Justifi cation Report prepared for this project. The improvements are located along fi ve curves on CR 835, in eastern Hendry County (Rogers Curve, Saunders Curve, Blumberg Curve, Jackman Curve, and Southern Division Curve). Design and preparation of a complete set of construction contract documents for curve safety improvements at the fi ve locations is being provided. Specifi c improvements at the curve locations include enhanced warning signage, superelevation correction, upgraded pavement markings, ground-in rumble stripes at edgeline and centerline, addition of paved shoulders and guardrail installation for protection of canal hazards. Role: Roadway Engineer 1-66 16.B.2.c Packet Pg. 646 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Kisinger Campo & Associates, Corp. Environmental / Permitting Ashley Abdel-Hadi Environmental Specialist Catherine Neal Environmental /Permitting Project Experience Big Carlos Pass PD&E Study, Lee County, FL. Assisted in the assessment of wetlands and protected species, including seagrass surveys, associated with the PD&E study of the replacement or rehabilitation of the Big Carlos Pass Bridge in Lee County. Additional tasks included coordination with SFWMD to determination wetland jurisdictional lines, development of federal, state, and regional permits, and coordination with USACE and USCG for permitting. Role: Senior Environmental Scientist SR 70 from CR 29 to Lonesome Island Road PD&E Study, FDOT District One, Highlands County, FL. KCA was selected by FDOT District One for the Project Development and Environment (PD&E) Study of SR 70 from CR 29 to Lonesome Island Road in Highlands County. KCA will evaluate the rehabilitation or replacement of a 4.4-mile segment of SR 70, which serves as an east-west corridor across Central Florida from Bradenton to Fort Pierce. Within the study limits, the SR 70 corridor is classified as a rural principal arterial and is a part of the Strategic Intermodal System (SIS). The existing roadway is a two-lane undivided facility with 10-foot travel lanes and 6-foot (4-foot paved) shoulders. The narrow shoulders and border area along with the deep canals make reconstructing the roadway infeasible within the existing R/W. As a result, additional R/W must be acquired to reconstruct and rehabilitate the existing roadway. KCA will not only be looking at the reconstruction of the existing two-lane roadway, but will also assess the need for a four-lane divided roadway. Role: Senior Environmental Scientist who Ms. Neal has 12 years of experience in wildlife ecology, GIS, photointerpretation, and aquatic community ecology throughout ecosystems of the southeastern and southwestern U.S. She has worked on a broad range of interdisciplinary projects in cooperation with federal agencies such as the U.S. Fish and Wildlife Service (USFWS), U.S. Forest Service (USFS), U.S. Department of Agriculture (USDA) and the Department of Defense (DoD), as well as state agencies and private developers. Her primary responsibilities include preliminary site assessments, listed species surveys, biological monitoring, construction monitoring, wildlife relocations, wetland delineations and assessments, ecological site assessments, permit compliance, and data management. Ms. Neal has participated in several studies that required the development and evaluation of project alternatives, particularly in the field of transportation. Her transportation project experience has focused on environmental data collection and analysis, development and evaluation of project alternatives, compiling required environmental documents, and environmental permitting. Ms. Neal is knowledgeable of the PD&E guidelines used for development of transportation project by FDOT and the NEPA process. Ms. Neal has participated in projects for both habitat and protected species, providing environmental coordination and support to FDOT, various Florida counties, FWC, and the USFWS. Additionally, Ms. Neal has direct experience conducting protected species surveys for the crested caracara and nests, Florida scrub-jay, Sherman fox squirrel, gopher tortoise, red-cockaded woodpecker, wood stork, West Indian manatee, Florida sandhill crane nests, protected wetland dependent birds, and burrowing owls. Education z M.S., Conservation Biology, Green Mountain College, 2018 z B.S., Forestry Resources and Wildlife Management, University of Georgia, 2010 Certifications z NWCG S-110, S-130, S-190, L-180: Basic Wildland Firefighter Training z FWC Gopher Tortoise Authorized Agent, #GTA- 20-00056 z USFWS Approved Florida Bonneted Bat Acoustic Surveyor z USFWS Caracara Monitor z DoD ESA Implementation Course z PADI Open Water Diver z USFWS-approved Red-Cockaded Woodpecker bander z USFWS-approved American Kestrel bander Areas of Specialization Protected, Threatened, & Endangered Species z Data Management z Game Management z Wildlife Ecology z Plant and Wildlife Surveys z Listed Species Relocation z Wetland Ecology and Assessment z Biological Sampling z Wetland Delineation 1-67 16.B.2.c Packet Pg. 647 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Kisinger Campo & Associates, Corp.  Environmental / Permitting Catherine Neal Page 2 widening and operational improvements to 60th Avenue East to improve overall traffic operations and provide a multi-modal facility accommodating bicyclists and pedestrians. Improvements include widening 60th Avenue East to a six-lane section from US 301 to Factory Shop Boulevard and widening/ reconstructing 60th Avenue from Factory Shop Boulevard to Mendoza Road to provide a two-lane or a four-lane section. The 60th Avenue East corridor from US 301 to Mendoza Road will include street lighting along with bicycle lanes, sidewalks, and/ or a multi-use trail. KCA is providing traffic analysis, roadway alternatives development, drainage analysis, environmental impacts analysis, right-of-way (R/W) analysis, and cost estimates. Role: Environmental Scientist who assisted in the development of the Environmental Impacts Analysis report, wetland determinations, and protected species surveys SR 56 Extension from Meadow Pointe Boulevard to US 301 Design-Build, FDOT District Seven, Pasco County, FL. Cone & Graham Inc. (C&G) in association with KCA was selected by the Florida Department of Transportation District Seven to provide all aspects of the creation of the SR 56 Extension from Meadow Pointe Boulevard to US 301 in Pasco County (including providing the right-of-way, PD&E re-evaluation, permitting, utility coordination and relocation, design, drainage, and construction). KCA will design the four-lane divided typical section compatible with the ultimate six-lane section and centered in a 250-foot right-of-way corridor. All ponds will be designed and constructed to accommodate the ultimate six-lane typical section with frontage roads. The project also includes three new signalized intersections at Meadow Pointe Boulevard, Morris Bridge Road, and US 301. Role: Environmental Scientist SR 70 from Lorraine Street to CR 675, StateWide Acceleration and Transformation (SWAT) Process, FDOT District One, Manatee County, FL. Responsible for the development of the NRE document for the widening of an approximately 6.5- mile section of SR 70 in Manatee County from two to four lanes. This project was undertaken using the new FDOT SWAT process, which overlaps the project’s PD&E and design phases and accelerates the project’s overall schedule. Additional tasks include the flagging of jurisdictional wetlands and coordination with the Southwest Florida Water Management District (SWFWMD) and USACE. Role: Senior Environmental Scientist performed species specific surveys (including crested caracara and snail kite), developed NRE report (including protected species reports) for the project’s NEPA analysis and development of federal, state, and regional environmental permits, and delineated wetland jurisdictional lines with SFWMD Williams Road and Atlantic Gulf Boulevard Intersection, Village of Estero, FL. KCA was selected by the Village of Estero to provide design and permitting services for the roadway and intersection improvements along Williams Road at Atlantic Gulf Boulevard directly west of US 41 in the Village of Estero, Florida. This project includes traffic analysis and design of a single-lane roundabout at the intersection of Williams Road at the entrance to a commercial/medical development to restrict illegal turning movements, enhance safety, increase turn lane storage at US 41, and provide a complete street design. The improvements included both new construction and milling and resurfacing to accommodate the addition of sidewalk and bicycle facilities, corridor lighting, landscape, curb and gutter, drainage infrastructure, and new signing and pavement markings. Right-of-way analysis and cost- to-cure services were also necessary for impacts outside the constrained 60’ right-of-way. Role: Environmental Project Manager Harborview Road PD&E Study from Melbourne Street to I-75, FDOT District One, Charlotte County, FL. This project involved an impact analysis and study of design alternatives for the widening of approximately 2.3 miles of Harborview Road from a two-lane undivided roadway to a four-lane divided roadway. Environmental concerns included wetlands and protected species such as the gopher tortoise, indigo snake, wading birds, bald eagle, and wood stork. Key tasks included the assessment of wetland impacts associated with various project alternatives and potential impacts to federal and state-listed protected species and the development of the NRE report for the project’s NEPA analysis and development of federal, state, and regional environmental permits. Role: Environmental Scientist 60th Avenue East from US 301 to Mendoza Road Improvements, Manatee County, FL. KCA is conducting a study to collect field and engineering data and analyze three build alternatives to for improvements along 60th Avenue East in Manatee County. The objective of this study is to evaluate 1-68 16.B.2.c Packet Pg. 648 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Kisinger Campo & Associates, Corp.  Environmental /Permitting Ashley Abdel-Hadi Environmental Specialist Ashley Abdel-Hadi Environmental /Permitting Project Experience Ortiz Avenue Widening from SR 884 (Colonial Boulevard) to SR 82 (Dr. Martin Luther King Jr. Boulevard), Lee County, FL. KCA is performing design and permitting services for the improvements to Ortiz Ave. from Colonial Blvd. to SR 82 (Dr. Martin Luther King Jr. Blvd.), which is a 1.7-mile corridor consisting of a two-lane undivided urban arterial. This project involves widening Ortiz Ave. from two to four lanes. KCA will design the four-lane facility within the County’s existing right-of-way. Specific tasks include the assessment of the project area for the presence of federal and/ or state-listed protected species, determination of wetland jurisdictional boundaries using federal and state guidelines, and a quantitative assessment of existing wetland values and wetland values using the UMAM. Additional tasks include obtaining USACE 404 dredge and fill permit, FDEP NPDES permit, and a South Florida Water Management District (SFWMD) ERP. Role: Senior Environmental Scientist John Yarbrough Linear Park Multi-Use Trail (JYLPMT) Extension, City of Fort Myers, FL. Located within the City of Fort Myers and unincorporated Lee County, the JYLPMT is an existing, non- motorized transportation and recreation corridor, currently extending approximately 6 miles, from Six Mile Cypress Parkway to Colonial Boulevard. The proposed 12-foot-wide, 1.8-mile long, shared-use trail, is envisioned for a wide range of non-motorized transportation and recreation activities, such as bicycling, walking, and rollerblading. KCA will team with the City to develop the safe extension that will become a great addition to the community and the City Fort Myers’s bike/pedestrian network. The KCA team proposed an innovative approach for establishing the proposed trail alignment over the Ten Mile Canal before spanning Colonial Boulevard, distancing the construction from the Seminole Gulf Railroad. Role: Senior Environmental Scientist Williams Road and Atlantic Gulf Boulevard Intersection Improvements, Village of Estero, FL. KCA was selected by the Village of Estero to provide design and permitting services for the roadway and intersection improvements along Williams Road at Atlantic Gulf Boulevard directly west of US 41 in the Village of Estero, Florida. This project includes traffic analysis and design of a single-lane roundabout at the intersection of Williams Road at the entrance to a commercial/medical development to restrict illegal turning movements, enhance safety, increase turn lane storage at US 41, and provide a complete street design. The improvements included both Ms. Abdel-Hadi has 13 years of educational, professional, and field experience with wildlife ecology and terrestrial and aquatic community ecology throughout ecosystems of the Southeastern and Western United States. She has worked on a broad range of interdisciplinary projects in cooperation with federal agencies such as the U.S. Fish and Wildlife Service (USFWS), U.S. Environmental Protection Agency (EPA), and Bureau of Land Management, as well as state agencies and private developers. Her technical expertise includes biological and ecological investigations and impact analyses, including the preparation of related reports and permit applications, mitigation plans, and conservation measures. She has also been involved in the development of National Environmental Policy Acct (NEPA) documents and maintains an in-depth knowledge of federal, state, and local environmental permitting criteria. Education z MS, Ecological Restoration, University of Florida, 2017 z BS, Biology, University of Central Florida, 2010 Certifications z Florida Stormwater, Erosion, and Sedimentation Control Inspector z Authorized Gopher Tortoise Agent / FWC, GTA-15-00012B z USFWS-approved Florida Bonneted Bat Acoustic Surveyor z Surface Water Certification #987T-1117 (from N.C. Environmental Management Commission) Professional Affiliations z Tampa Bay Association of Environmental Professionals (TBAEP) Areas of Specialization Biological/Environmental Compliance z Data Management z Wetland Ecology and Assessment z Wetland Delineation z Wildlife Ecology z Botanical and Wildlife Surveys z Listed Species Relocation z Biological Sampling z Water Quality Assessments 1-69 16.B.2.c Packet Pg. 649 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Ashley Abdel-Hadi Page 2 Kisinger Campo & Associates, Corp.  Environmental /Permitting Management District (SWFWMD) Environmental Resource Permit (ERP). The project also included obtaining a Florida Fish and Wildlife Conservation Commission (FWC) gopher tortoise relocation permit to excavate more than 150 gopher tortoise burrows. Role: Environmental Scientist SR 70 from Lorraine Road to CR 675/Waterbury Road SWAT, FDOT District One, Manatee County, FL. Development of this project will use the new FDOT SWAT process, which will reduce duplicative efforts between PD&E and design. This project involves providing PD&E and design services for SR 70 from Lorraine Road to CR 675 (Waterbury Road) in Manatee County. This project’s purpose is to increase capacity and improve safety on SR 70, which is a two-lane undivided roadway classified as an urban principal arterial–other from Lorraine Road to mile post 10.439 and rural principal arterial–other eastward to beyond CR 675. KCA will design two four-lane typical sections within the corridor. A suburban section from Lorraine Road to Del Webb Boulevard, and a rural section from Del Webb Boulevard to CR 675. A Level 1 roundabout screening will be performed to determine if roundabouts are viable. The KCA team will provide PD&E/NEPA, roadway and structures design, drainage/permitting, environmental, S&PM/ traffic/signalization, TTC, public involvement, utility coordination/SUE, geotechnical/contamination, noise analysis, surveying, and R/W mapping services. Role: Environmental Scientist, responsible for field reviews, protected species assessments, wetland delineation, development of environmental documentation, and permitting Sugarloaf Boulevard Bridge Replacement, Monroe County, FL. This project consists of the replacement of the existing Sugarloaf Boulevard Bridge over Sugarloaf Canal. The existing bridge is a three-span AASHTO beam bridge founded on pile bents that serves as the only vehicular route for residents that live on the south side of Sugarloaf Key. Monroe County has tasked KCA to design a single-span bridge replacement, which will eliminate the need for pile bents in the water and reduce future maintenance costs. Tasks include assessment of wetland, seagrass, coral, and protected species impacts resulting from the proposed structure replacement as well as coordination with federal and state resource and regulatory agencies. Additional tasks include obtaining USACE 404 dredge and fill permit, US Coast Guard Bridge Permit, FDEP NPDES permit, and SFWMD Environmental Resource Permit. Role: Senior Environmental Scientist new construction and milling and resurfacing to accommodate the addition of sidewalk and bicycle facilities, corridor lighting, landscape, curb and gutter, drainage infrastructure, and new signing and pavement markings. Right-of-way analysis and cost- to-cure services were also necessary for impacts outside the constrained 60’ right-of-way. Role: Environmental Scientist Maydell Drive Bridge Replacement, Hillsborough County, FL. KCA was selected by Hillsborough County for the Maydell Drive over Palm River Bridge Replacement PD&E/Design Contract. This project is a Hillsborough County/FDOT LAP Project and consists of replacing the existing 616-foot bridge, reconstructing the roadway approaches, and providing pedestrian connectivity. The structurally deficient bridge has been closed to vehicular and pedestrian traffic for several years. The bridge is highly visible as you drive east on the Selmon Expressway, and it is a great opportunity to showcase KCA’s diverse capabilities to Hillsborough County. The KCA Team is providing a PD&E study, final design plans, specification and construction phase support for this project. Seeking an accelerated design schedule, KCA will be guiding the County through the SWAT process. Role: Environmental Scientist, responsible for field reviews, protected species assessments, and development of environmental documentation SR 56 Extension from Meadow Pointe Boulevard to US 301, FDOT District Seven, Pasco County, FL. This project involves the construction of an approximately 8-mile extension of SR 56 in Pasco County. The project consists of the construction of a new four-lane roadway, including the design of three bridges over existing channels and development of a stormwater management system to address water quality concerns. Specific tasks included the assessment of the project area for the presence of federal and/ or state-listed protected species, determination of wetland jurisdictional boundaries using federal and state guidelines, and a quantitative assessment of existing wetland values and wetland values lost using the Unified Mitigation Assessment Method (UMAM). Wetland impacts exceeded 40 acres and the project required species-specific surveys and the assessment of impacts for multiple federal and state-listed species. Additional tasks include obtaining U.S. Army Corps of Engineers (USACE) 404 dredge and fill permit, Florida Department of Environmental Protection (FDEP) National Pollutant Discharge Elimination System (NPDES) permit, and a Southwest Florida Water 1-70 16.B.2.c Packet Pg. 650 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Kevin Tasillo, PE Project Engineer SR 951 Mangrove Impact Assessment, FDOT District One, Collier County, FL. Ecological investigation for FDOT of causal factors contributing to collateral impacts to mangrove forests adjacent to SR 951 during surcharge and widening operations. Activities include field investigations, data collection, agency coordination, action plan development, and monitoring design. Role: Project Manager /Principal Ecologist Big Carlos Pass Bridge Replacement PD&E and Design, Lee County, FL. This project involves conducting a PD&E Study to consider alternatives for replacement or rehabilitation of the Big Carlos Pass Bridge, addressing safety for all road and water users including motorists, bicyclists, pedestrians, and marine vessels. KCA will conduct environmental and structural analyses, lead public involvement/information meetings, obtain and analyze traffic data, develop conceptual design plans, coordinate with utility agency owners (UAOs), determine right-of-way (R/W) impacts, and develop cost estimates. Additionally, KCA will evaluate traffic noise and noise walls as part of this study. After approval of the recommended alternative, KCA will provide the final design including the design of the bridge, roadway, drainage, and all permitting. Role: Environmental QC Ortiz Avenue from Colonial Boulevard (SR 884) to Dr. Martin Luther King Jr. Boulevard (SR 82), Lee County, FL. This project includes design services and preparation of construction plans, permits and specifications for the widening of Ortiz Avenue from Colonial Boulevard (SR 884) to Dr. Martin Luther King Jr. Boulevard (SR 82). The existing 1.7-mile corridor consists of a two-lane undivided arterial roadway with shoulders and a 10-foot multi- use path located on the west side of the corridor. KCA is designing a four-lane facility. Based on a traffic study and analysis, accommodations for an ultimate six-lane facility will be considered, analyzed, and included where feasible. A multi-use path will remain on the west side of the roadway, and a 5-foot sidewalk will be proposed on the east side. On-street bicycle facilities will be provided on both sides of the roadway. The plans will include roadway transitions from the existing and/or planned roadway typical sections to the roadway typical sections approaching SR 884, SR 82 and the Hanson Street roundabout. The scope of services also includes the design and preparation of construction plans, permits, and specifications for the relocation of existing Lee County Utilities. Role: Environmental QC Tanglewood/Bayou Grande Bridge Replacement, City of St. Petersburg, FL. This project consists of the replacement of the existing Tanglewood Bridge servicing Bayou Grande Boulevard northeast over Tanglewood Canal in Pinellas County, FL. The 67-year-old bridge has exceeded its expected service life and is experiencing ongoing deterioration. This bridge is posted for load restrictions due to its current condition. As a result, the City of St. Petersburg has slated this structure for replacement. Under KCA’s Transportation, Stormwater Management, and Bridge Inspection Contract with Project Experience Robert Whitman, Jr. Environmental / Permitting Education z Post Graduate Studies – Independent Research – Fisheries, University of South Florida z BA, Biology, University of South Florida Certifications z FDOT Project Development and Environment Train- ing (BT-19-0034) z Authorized Gopher Tortoise Agent / Florida Fish and Wildlife Conservation Commission (GTA-09-00262D) z Prescribed Burning Certificate, #932189 z PADI Certified SCUBA Diver z Florida LAKEWATCH Volunteer Areas of Specialization Environmental Permitting z Wetland Delineation z Ecological Assessment/Documentation z Environmental Sampling Design z Protected Species Assessment/Permitting z Submerged Macrophyte Studies/Mapping z Mitigation Plan Development z Expert Witness Testimony During Mr. Whitman’s 41 years of experience, he has provided project management and ecological services for FDOT’s Districtwide Environmental Services Contracts within Districts One and Four. He has served as Project Manager and Principal Ecologist on multiple major public works projects. Typical project responsibilities include project management, environmental assessment, assimilation of existing biological data (wetlands, natural features, protected species and wildlife and plant communities), ecological sampling design, habitat mapping, impact assessment, and preparation of associated documentation. He has served as Project Manager and Principal Ecologist on many of Southwest Florida Water Management District’s (SWFWMD’) SWIM Program habitat restoration projects. Mr. Whitman has also performed habitat trend analyses for local and regional governments. He has also conducted research comparing fish populations in natural and created wetland systems. Kisinger Campo & Associates, Corp. z Environmental /Permitting 1-71 16.B.2.c Packet Pg. 651 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Robert Whitman, Jr. Page 2 Kisinger Campo & Associates, Corp. z Environmental /Permitting the City, KCA will perform all structures, roadway, and drainage design for the project. Due to the bridge replacement taking place over navigable waters, environmental services and permitting efforts will also be completed in house, this may include seagrass surveys, USCG involvement, and public involvement. Role: Senior Environmental Scientist John Yarbrough Linear Park Multi-Use Trail (JYLPMT) Extension, City of Fort Myers, FL. Located within the City of Fort Myers and unincorporated Lee County, the JYLPMT is an existing, non-motorized transportation and recreation corridor, currently extending approximately 6 miles, from Six Mile Cypress Parkway to Colonial Boulevard. The proposed 12-foot-wide, 1.8-mile long, shared-use trail, is envisioned for a wide range of non- motorized transportation and recreation activities, such as bicycling, walking, and rollerblading. KCA will team with the City to develop the safe extension that will become a great addition to the community and the City Fort Myers’s bike/pedestrian network. The KCA team proposed an innovative approach for establishing the proposed trail alignment over the Ten Mile Canal before spanning Colonial Boulevard, distancing the construction from the Seminole Gulf Railroad. Role: Environmental QC Bimini Drive Bridge Replacement, Monroe County, FL. KCA is providing structures, drainage, and roadway design; environmental assessment and permitting; utility coordination; and public involvement services for the Bimini Drive Bridge (Bridge No. 904603) Replacement project. The Bimini Drive Bridge is one of four historic Duck Key bridges, requiring evaluation under the National Historic Preservation Act (NHPA). KCA led the Section 106 (NHPA) process to a successful conclusion, obtaining a MOA for all four historic bridges. Tasks include assessment of wetland, seagrass, coral, and protected species impacts resulting from the proposed structure replacement as well as coordination with federal and state resource and regulatory agencies. Additional tasks include obtaining US Army Corps of Engineers 404 dredge and fill permit, US Coast Guard Bridge Permit, FDEP National Pollutant Discharge Elimination System permit, and South Florida Water Management District Environmental Resource Permit. Role: Senior Environmental Scientist SR 70 from CR 29 to Lonesome Island Road PD&E Study, FDOT District One, Highlands County, FL. Assisted with protected species surveys for the PD&E Study of SR 70 from CR 29 to Lonesome Island Rd. in Highlands County. For this study, KCA is evaluating the rehabilitation or replacement of a 4.4-mile segment of SR 70, which serves as an east-west corridor across Central Florida from Bradenton to Fort Pierce. The KCA team is responsible for studying traffic and function, access management, pedestrian/bicycle/vehicular safety, utility coordination, stormwater management, wetlands and listed species assessment, cultural resources, conservation lands evaluation, noise and air. Role: Senior Technical Advisor/QC SR 93/I-75 at US 301 Interchange, Manatee County, FL. Responsible for the permitting of the widening of an approximately four mile section of I-75 in Manatee County. The project consists of the widening of this segment of I-75 from four to six lanes, including the design of two bridges over the Manatee River, and the development of a stormwater management system to address water quality concerns. Specific tasks included the assessment of the project area for the presence of federal and/or state listed protected species, determination of wetland jurisdictional boundaries using federal and state guidelines, a quantitative assessment of existing wetland values and wetland values lost using the Unified Mitigation Assessment Method (UMAM). Additional tasks include obtaining US Army Corps of Engineers 404 dredge and fill permit, US Coast Guard Bridge Permit, FDEP National Pollutant Discharge Elimination System permit, and SWFWMD Environmental Resource Permit. Role: Senior Environmental Scientist SR 56 Extension from Meadow Pointe Boulevard to US 301 Design-Build, FDOT District Seven, Pasco County, FL. Cone & Graham Inc. in association with KCA was selected by FDOT District Seven to provide all aspects of the creation of the SR 56 Extension from Meadow Pointe Boulevard to US 301 in Pasco County (including providing the right-of-way, PD&E re-evaluation, permitting, utilities, design, drainage, and construction). KCA designed the four-lane divided typical section compatible with the ultimate six-lane section and centered in a 250-foot right-of-way corridor. All ponds were designed and constructed to accommodate the ultimate six-lane typical section with frontage roads. The project also includes three new signalized intersections at Meadow Pointe Boulevard, Morris Bridge Road, and US 301. Role: Senior Environmental Scientist Card Sound Bridge Replacement, Monroe County, FL. This project consisted of a design development report, load rating and bridge repair plans for the Card Sound high-level bridge. The bridge is currently experiencing extensive substructure deterioration and steel paint system failure. The repair plans included deck repair, CP pile jackets, substructure metalizing, spall repair, joint repair, and fender system repair. KCA also produced an Environmental Assessment Report and coordinated the required permitting for this Monroe County/FDOT District Six LAP Project. KCA will remain under contract to provide post-design services throughout the duration of construction. Role: Environmental Task Manager 1-72 16.B.2.c Packet Pg. 652 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Kisinger Campo & Associates, Corp.  Public Involvement Project Experience Ms. Selly has 17 years of experience in National Environmental Policy Act (NEPA) subject matter, including almost five years in the Florida Department of Transportation (FDOT) District Seven PD&E Section. During her time at FDOT, she had served as a the District Specialist on listed species, wetlands, and habitat, Efficient Transportation Decision Making (ETDM) Coordinator, Cultural Resources Coordinator and Contamination Specialist. She has been involved in development, coordination, and review of many NEPA documents, including, Type 1 Categorical Exclusions, Type 2 Categorical Exclusions, State Environmental Impact Reports, and Environmental Assessment/Finding on No Significant Impacts. Project management included coordination with county and local governments and PD&E document review. Prior to work with FDOT, she had experience in biological research and monitoring, petroleum clean-up site management, and floodplain hazard management. Additionally, Ms. Selly has seven years of public involvement experience. She has served as a senior community outreach specialist providing public involvement support associated with the coordination of public hearings and public meetings, including preparation of collateral materials such as fact sheets, agendas, newspaper advertisements, PowerPoint presentations and scripts, project-specific websites, sign-in sheets and summary reports, coordinating with Americans with Disabilities Act (ADA) compliance, production of project design boards and roll plots, and coordination of a court reporter for providing meeting transcripts. Nicole Selly Public Involvement Education z B.S., Biology, University of Texas, 2005 z Graduate Certificate - Wetland and Water Resource Management, University of Florida, 2012 Specialized Training z Envision Sustainability Professional (ENV SP), #51773 z FHWA Traffic Noise Model 2.5 z FHWA Traffic Noise Fundamentals z FDOT PD&E Manual Process Training Classes z FDOT SWEPT Training z FDOT Section 4(f) Training z FDOT ETDM Training z FDOT Public Involvement Training z FDOT SWAT Training z FDEP Wetland Delineation Training z Coastal Application in GIS z PADI Openwater Diver Areas of Specialization NEPA Process z Project Management/Coordination z Public Involvement z Impact Analysis z Reporting z Highway Traffic Noise z Section 4(f) z GIS z Contamination zWetlands z Species z Floodplain Hazard Management Big Carlos Pass PD&E Study and Final Design, Lee County, FL. This project involves conducting a PD&E Study to consider alternatives for replacement or rehabilitation of the Big Carlos Pass Bridge, addressing safety for all road and water users including motorists, bicyclists, pedestrians, and marine vessels. KCA is coordinating with Lee County and FDOT to obtain location and design concept approval from FHWA on a preferred alternative. The study will be in accordance with NEPA, develop the purpose and need for the project, and determine environmental class of action following the FDOT PD&E Manual and using the ETDM process. KCA will conduct environmental and structural analyses, lead public involvement/information meetings, obtain and analyze traffic data, develop conceptual design plans, coordinate with UAOs, determine right-of-way impacts, and develop cost estimates. Additionally, KCA will evaluate traffic noise and noise walls as part of this study. Role: Senior Environmental Scientist Maydell Drive Bridge Replacement, FDOT District Seven and Hillsborough County, Hillsborough County, FL. KCA was selected by Hillsborough County for the Maydell Drive over Palm River Bridge Replacement PD&E/ Design Contract. This project is a Hillsborough County/ FDOT LAP Project and consists of replacing the existing 616-foot bridge, reconstructing the roadway approaches, and providing pedestrian connectivity. The structurally deficient bridge has been closed to vehicular and pedestrian traffic for several years. The bridge is highly visible as you drive east on the Selmon Expressway, and it is a great opportunity to showcase KCA’s diverse capabilities to Hillsborough County. The KCA Team provided a PD&E study, final design plans, specification, public hearing, and construction phase support for this project. Seeking an accelerated design schedule, KCA will be guiding the County through the SWAT process. KCA successfully completed PD&E and full design in 23 months. Role: Senior Environmental Scientist 1-73 16.B.2.c Packet Pg. 653 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Nicole Selly Page 2 Kisinger Campo & Associates, Corp.  Public Involvement SR 70 from Lorraine Road to CR 675/Waterbury Road SWAT, FDOT District One, Manatee County, FL. Development of this project used the new FDOT SWAT process, which reduced duplicative efforts between PD&E and design. This project involved providing PD&E and design services for SR 70 from Lorraine Road to CR 675 (Waterbury Road) in Manatee County. This project’s purpose was to increase capacity and improve safety on SR 70, which is a two-lane undivided roadway classified as an urban principal arterial–other from Lorraine Road to mile post 10.439 and rural principal arterial–other eastward to beyond CR 675. KCA will design two four-lane typical sections within the corridor. A suburban section from Lorraine Road to Del Webb Boulevard, and a rural section from Del Webb Boulevard to CR 675. A Level 1 roundabout screening was performed to determine if roundabouts are viable. The KCA team provided PD&E/NEPA, roadway and structures design, drainage/ permitting, environmental, S&PM/traffic/signalization, TTC, public involvement, utility coordination/SUE, geotechnical/contamination, noise analysis, surveying, and R/W mapping services. Role: Senior Environmental Scientist Tanglewood/Bayou Grande Bridge Replacement, City of St. Petersburg, FL. This project consists of the replacement of the existing Tanglewood Bridge servicing Bayou Grande Boulevard northeast over Tanglewood Canal in Pinellas County, FL. The 67-year-old bridge has exceeded its expected service life and is experiencing ongoing deterioration. This bridge is posted for load restrictions due to its current condition. As a result, the City of St. Petersburg has slated this structure for replacement. Under KCA’s Transportation, Stormwater Management, and Bridge Inspection Contract with the City, KCA will perform all structures, roadway, and drainage design for the project. Due to the bridge replacement taking place over navigable waters, environmental services and permitting efforts will also be completed in house, this may include seagrass surveys, USCG involvement, and public involvement. Role: Senior Environmental Scientist SR 70 from Jefferson Avenue to CR 29 PD&E Study, FDOT District One, Highlands County, FL. SR 70 serves as an east-west corridor across central Florida from Bradenton to Fort Pierce. The objective of this study is to evaluate widening SR 70 between Jefferson Avenue and CR 29 to provide a four-lane facility with paved shoulders. Adding a multi-use trail and sidewalk will also be assessed. The study covers 7.2 miles and include evaluating improvements to the SR 70 intersection at US 27. The KCA team is responsible for studying traffic and function, access management, pedestrian, bicycle, and vehicular safety, utility coordination, stormwater management, wetlands and protected species assessment, cultural resources, public and private conservation lands evaluation, air and noise, contamination, and public involvement as well as completion of the project’s NEPA document. Role: Deputy Project Manager North Sarasota Multimodal Connector, Lakewood Ranch Development, Sarasota County, FL. The KCA team provided a preliminary evaluation and cost estimate and will design an extension of Lakewood Ranch Boulevard from the east side of I-75 to the west side by constructing a bridge over I-75, connecting to North Cattleman Road. The project is located just to the south of University Boulevard in Sarasota County near the new rowing lake. The facility will be a four-lane divided roadway with curb and gutter. Bike lanes and sidewalks may be incorporated. The development of this corridor is important to the overall transportation network. This overpass to the south of the mall will provide a vital link that bypasses University Parkway and provides connectivity to Fruitville Road. Role: Lead Environmental Scientist, conducted virtual project workshop and public hearing Harborview Road PD&E Study from Melbourne Street to I-75, FDOT District One, Charlotte County, FL. This project involved an impact analysis and study of design alternatives for the widening of approximately 2.3 miles of Harborview Road from a two-lane undivided roadway to a four-lane divided roadway. Environmental concerns included wetlands and protected species such as the gopher tortoise, indigo snake, wading birds, bald eagle, and wood stork. Key tasks included the assessment of wetland impacts associated with various project alternatives and potential impacts to federal and state-listed protected species. Role: Senior Environmental Scientist I-75 at US 301 Interchange, FDOT District One, Manatee County, FL. Supported in the development of wetland and protected species assessments and environmental permit applications for the widening of a 4-mile segment of I-75 in Manatee County. This project consists of widening a six-lane interstate to eight lanes and major modifications to the I-75 interchange at US 301. The interchange modifications involve reconstruction of the partial cloverleaf to a diamond interchange. This requires two new 4,000-foot-long structures for two legs of the diamond interchange to span the Manatee River. Two additional 1,000-foot- long structures over Salt Marsh were also proposed for widening. Role: Senior Environmental Scientist 1-74 16.B.2.c Packet Pg. 654 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Kisinger Campo & Associates, Corp.  Bridge Inspection Relavent Project Experience Bridge Inspection, Local Government, FDOT District One (1991-1993) (1995-1997) (1999-2002) Role: Certified Bridge Inspector/Bridge Inspection Supervisor Bridge and Ancillary Inspection, I-75 Ultra Asset Maintenance, FDOT District One and Four (2008– Present) Role: Project Manager Bridge Inspection, On-System State Bridges, FDOT District One (1996) Role: Certified Bridge Inspector Bridge Inspection, Structures Asset Maintenance, FDOT Districts One and Seven (2009-Present) Role: Project Manager Bridge Inspection, State In-Depth, FDOT District Two (2004-2010) Role: Deputy Project Manager/Project Manager Inspection of Traffic Signal Mast Arms and High Mast Light Poles, FDOT District Two (2017-2022) (2022-Present) Role: Project Manager Bridge Inspection, Local Government, FDOT District Two (2001-2003) (2011-2017) Role: Project Manager Districtwide Overhead Sign Inspection, FDOT District Two (2021-Present) Role: Project Manager Bridge and Ancillary Inspections, I-10 and I-75, FDOT District Two (2013-2022) (2022-Present) Role: Project Manager Ancillary Inspections, I-75,Alachua County, FDOT District Two (2022-Present) Role: Project Manager Districtwide Ancillary Inspection, FDOT District Three (2012-2022) (2022-Present) Role: Project Manager Districtwide Ancillary Inspection, FDOT District Three (2012-Present) Role: Project Manager Bridge Inspection, Local Government (West), FDOT District Three (2018-2022) (2022-Present) Role: Project Manager Bridge Inspection, Escambia Bay Bridge Replacement, FDOT District Three (2005-2007) Role: Bridge Inspection Supervisor Ancillary Inspection, Overhead US 1/A1A Asset Maintenance, FDOT District Four (2005-2019) Role: Deputy Project Manager/Project Manager Bridge Inspection, Local Government, FDOT District Four (1995-2001) (2005-2017) Role: Deputy Project Manager/Project Manager Patrick O’Grady, CBI Bridge Inspection Mr. O’Grady has 35 years of experience in bridge and ancillary inspection and has served as KCA’s Bridge Inspection Department Manager, overseeing all structural inspection activities since 2000. Mr. O’Grady has strong leadership and communication skills, which has allowed him to successfully direct and manage a bridge inspection staff of up to 39 individuals, consisting of engineers, bridge inspectors and administrators. Since 2000, Mr. O’Grady has served as either Project Manager or Deputy Project Manager on more than 50 bridge inspection projects, containing inventories ranging from 300 to 1,300 structures. From 1992 to 2000, Mr. O’Grady served as a bridge inspection Team Leader, overseeing the field inspections and documentations of more than 2,000 inspections of various simple and complex structure types (timber, movable, fixed, fracture critical, complex, overhead signs, high mast light towers and pedestrian overpasses). Mr. O’Grady joined KCA in January 1989 as a Bridge Inspection Technician, bringing two years of topside and underwater bridge inspection experience with him. Certifications Florida Certified Bridge Inspector, 00274 NICET Level IV Certification NHI Bridge Inspection Refresher Course NHI Safety Inspection of In-Service Bridges NHI Engineering Concepts for Bridge Inspectors NHI Stream Stability/Scour at Highway Bridges NHI Fracture Critical Inspection Techniques for Steel Bridges NHI Nondestructive Testing Methods for Steel Bridges NHI Inspection and Maintenance of Ancillary Highway Structures USDOT Bridge Management-Inspection Session FDOT Bridge Mgmt. System Inspector Training FDOT Project Management Training Traffic Safety in the Work Area Open Water Diver 1-75 16.B.2.c Packet Pg. 655 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Patrick O’Grady, CBI Page 2 Kisinger Campo & Associates, Corp.  Bridge Inspection Bridge and Ancillary Inspection, I-95 Volusia and Flagler Counties, FDOT District Five (2022-Present) Role: Project Manager Bridge Inspections, I-4, Orange and Osceola Counties, FDOT District Five (2022-Present) Role: Project Manager Bridge Inspections, I-4, Volusia and Seminole Counties, FDOT District Five (2022-Present) Role: Project Manager Bridge Inspection, Local Government, FDOT District Six (1991-1993) (1995-1997) (2003-2005) (2013- 2015) Role: Project Manager Bridge and Structure Inspection, Miami-Dade Expressway, FDOT District Six (2001-2003) Role: Deputy Project Manager/Project Manager Sign Inspection, Districtwide Overhead Sign Inspection, FDOT District Six (2000-2002) Role: Deputy Project Manager/Project Manager Bridge Inspection, On-System Toll Bridges, FDOT District Six (1997-1999) Role: Certified Bridge Inspector Bridge Inspection, Miami-Dade Asset Maintenance, FDOT District Six (2014-Present) Role: Project Manager Bridge Inspection, Local Government, FDOT District Seven (1999-2002) Role: Certified Bridge Inspector/Bridge Inspection Supervisor Bridge Inspection, Skyway Bridge Asset Maintenance, FDOT District Seven (2003-2015) Role: Deputy Project Manager/Project Manager Sunshine Skyway Bridge Inspection, FDOT District Seven (2003-2014) Role: Deputy Project Manager/Project Manager Bridge and Ancillary Inspection, I-595 Corridor Improvement P3, FDOT District Four (2009– Present) Role: Project Manager Bridge Inspection, Indian River County Asset Maintenance, FDOT District Four (2011-2018) Role: Project Manager Bridge Inspection, Broward County Asset Maintenance, FDOT District Four (2016-Present) Role: Project Manager Bridge Inspection, I-95 Treasure Coast Asset Maintenance, FDOT District Four (2016-Present) Role: Project Manager Bridge Inspection, US 27/Belle Glade Asset Management, FDOT District Four (2004-Present) Role: Deputy Project Manager/Project Manager Inspection of Traffic Signal Mast Arms, FDOT District Four (2019-Present) Role: Project Manager Bridge and Ancillary Inspection, Spacecoast Asset Maintenance, FDOT District Five (2002-2016) (2016- 2022) Role: Deputy Project Manager/Project Manager Bridge Inspection, State and Toll Roads, FDOT District Five (2011-2015) Role: Project Manager Bridge and Ancillary Inspection, I-75 Asset Maintenance, FDOT District Five (2014-2022) Role: Project Manager Bridge Inspection, Local Government, FDOT District Five (2003-2011) Role: Project Manager Bridge and Ancillary Inspections, Marion County, FDOT District Five (2021-Present) Role: Deputy Project Manager Bridge and Ancillary Inspections, Sumter County, FDOT District Five (2021-Present) Role: Deputy Project Manager Bridge and Ancillary Inspections, I-95,Brevard County, FDOT District Five (2022-Present) Role: Project Manager 1-76 16.B.2.c Packet Pg. 656 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Kisinger Campo & Associates, Corp.  Bridge Inspection Relevant Project Experience Structures Inspections Services, FDOT Districts One and Seven (2016-Present) Role: Inspection Engineer Structure Inspection, I-75 Ultra, FDOT Districts One and Four (2016–Present) Role: Inspection Engineer Ancillary Inspections, I-10 and I-75 Ancillary, FDOT District Two (2016-2022) (2022-Present) Role: Inspection Engineer Ancillary Inspections, I-75,Alachua County, FDOT District Two (2022-Present) Role: Inspection Engineer Districtwide Overhead Sign Inspection, FDOT District Two (2021-Present) Role: Inspection Engineer Traffic Signal Mast Arms and High Mast Light Poles, FDOT District Two (2017-Present) Role: Inspection Engineer Bridge Inspection, Local Government, FDOT District Two (2016-2017) Role: Inspection Engineer Districtwide Ancillary Inspection, FDOT District Three (2016 - 2022) (2022-Present) Role: Inspection Engineer Bridge Inspection, Local Government (West, FDOT District Three (2018-2022) (2022-Present) Role: Inspection Engineer Bridge Inspection, Local Government, FDOT District Four (2016-2017) Role: Inspection Engineer Inspection of Traffic Signal Mast Arms, FDOT District Four (2019-Present) Role: Inspection Engineer Bridge Inspection, I-595 Corridor Improvement, District Four (2016-Present) Role: Inspection Engineer Bridge Inspection, Broward County Asset Maintenance, FDOT District Four (2016-Present) Role: Inspection Engineer Bridge Inspection, I-95 Treasure Coast Asset Maintenance, FDOT District Four (2016-Present) Role: Inspection Engineer Structure Inspection, Indian River County Structure, FDOT District Four (2016-2018) Role: Inspection Engineer Ancillary Inspection, Overhead for US 1/A1A Asset Maintenance, FDOT District Four (2016-2018) Role: Inspection Engineer Joseph DeYoung, PE, CBI Bridge Inspection Currently, Mr. DeYoung serves as a Bridge Inspection Engineer for KCA. Mr. DeYoung has seven years of engineering, management, and inspection experience, including bridge and ancillary structures. He assists in the oversight of the daily activities for all inspection teams, assisting with all facets of the Bridge Inspection department. He also works alongside QA/QC Engineers regarding the analysis and reporting of structures, assisting with the assurance that submittals are in compliance with contractual requirements. He works closely with KCA Bridge Inspection Project Managers, assisting with the monitoring and development of bridge inspection schedules for all KCA bridge inspection contracts. He is familiar with and assists with the updating of POA’s for structure’s with scour critical and unknown foundations. He periodically serves as an inspector on both bridge and ancillary field inspections. To date, his experience has been with various simple and complex structure types consisting of various materials and configurations, such as reinforced and prestressed concrete, rolled and built up steel, movable and fixed, fracture critical, culverts, overhead signs, and high mast light poles. Education BSCE, University of South Florida, 2016 Registrations/Certifications Profesional Engineer: Florida, 90077 Florida Certified Bridge Inspector, 00581 NHI Fracture Critical Inspection Techniques for Steel Bridges NHI Inspection and Maintenance of Ancillary Highway Structures NHI Safety Inspection of In-Service Bridges Confined Space Awareness Public Notary CPR and AED Trained 1-77 16.B.2.c Packet Pg. 657 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Joseph DeYoung, PE, CBI Page 2 Kisinger Campo & Associates, Corp.  Bridge Inspection Bridge Inspection, Belle Glade, FDOT District Four (2016-Present) Role: Inspection Engineer Bridge and Ancillary Inspections, Marion County, FDOT District Five (2021-Present) Role: Inspection Engineer Bridge and Ancillary Inspections, Sumter County, FDOT District Five (2021-Present) Role: Inspection Engineer Bridge and Ancillary Inspections, I-95,Brevard County, FDOT District Five (2022-Present) Role: Inspection Engineer Bridge and Ancillary Inspection, I-95 Volusia and Flagler Counties, FDOT District Five (2022-Present) Role: Inspection Engineer Bridge Inspections, I-4, Orange and Osceola Counties, FDOT District Five (2022-Present) Role: Inspection Engineer Bridge Inspections, I-4, Volusia and Seminole Counties, FDOT District Five (2022-Present) Role: Inspection Engineer Bridge Ancillary Inspection, Spacecoast Asset Maintenance, FDOT District Five (2016-2022) Role: Inspection Engineer Bridge Ancillary Inspection, I-75 Asset Maintenance, FDOT District Five (2016-Present) Role: Inspection Engineer Bridge Inspection, Miami-Dade Asset Maintenance, FDOT District Six (2016-Present) Role: Inspection Engineer Bridge Inspection, Greater Orlando Aviation Authority (GOAA) (2017-Present) Role: Inspection Engineer Bridge Inspection, Central Florida Expressway Authority (2016-Present) Role: Inspection Engineer 1-78 16.B.2.c Packet Pg. 658 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Dillon Everidge, PE, CBI Page 2 Kisinger Campo & Associates, Corp.  Bridge Inspection Bridge and Ancillary Inspections, Marion County, FDOT District Five (2021-Present) Role: Quality Control Engineer Bridge and Ancillary Inspections, Sumter County, FDOT District Five (2021-Present) Role: Quality Control Engineer Bridge and Ancillary Inspections, I-95,Brevard County, FDOT District Five (2022-Present) Role: Quality Control Engineer Bridge and Ancillary Inspection, I-95 Volusia and Flagler Counties, FDOT District Five (2022-Present) Role: Quality Control Engineer Bridge Inspections, I-4, Orange and Osceola Counties, FDOT District Five (2022-Present) Role: Quality Control Engineer Bridge Inspections, I-4, Volusia and Seminole Counties, FDOT District Five (2022-Present) Role: Quality Control Engineer Bridge and Ancillary Inspection, Spacecoast Asset Maintenance, FDOT District Five (2018-2022) Role: Quality Control Engineer Bridge Ancillary Inspection, I-75 Asset Maintenance, FDOT District Five (2018-2022) Role: Quality Control Engineer Bridge Inspection, Miami-Dade Asset Maintenance, FDOT District Six (2018-Present) Role: Certified Bridge Inspector 1-79 16.B.2.c Packet Pg. 659 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Education B.S., Civil Engineering University of Kansas Certification FL Professional Engineer Lic#: 72472 Professional Planner AICP No.: 028767 Florida General Contractor Lic#: 1525246 DOT/FAA Airman Certificate UAS 3999943 FDOT Advanced TTC: 28347 Specialization Transportation Planning - Traffic Engineering - Highway Design - Utility Design - Design-Build - Project Management Signalization Design- Signing & Striping - Maintenance of Traffic - Drainage Design - P D & E - Utility Coordination Pavement Design - FDOT Permitting - County Permitting - Environmental Permitting - Construction Inspection Business Development Proposal Writing - Plan Preparation/Production - Computer Drafting - Constructability Review Construction Administration - Budgeting/Estimating - Adam Ahmad PE, AICP, CGC – Civil Engineer Relative Experience Profile: Adam has been the Project Manager, Lead Engineer, and Engineer-of-Record on numerous projects throughout Southwest Florida. With over 18 years of comprehensive experience encompassing all phases of design and planning and production for civil/site work projects. He is well versed in the Florida Department of Transportation (FDOT) specifications and the requirements for documentation, and oversight of contractor operations including Maintenance of Traffic (MOT). Adam has a long history of working with Collier County and looks forward to contributing to this project. Roadway Design Engineer; Vanderbilt Beach Road Extension; Collier County, Florida New 10 mile 6-Lane roadway from Collier Boulevard to Desoto Boulevard. Responsibilities included providing public involvement, roadway design, drainage, permitting, maintenance of traffic, structural design, environmental surveys, traffic, noise, aesthetics, survey, geotechnical, access management, and utility services. Project placed “on-hold” at 60% Design. Roadway Design Engineer; Vanderbilt Beach Road Widening (US41-Goodlette Rd); Collier County, Florida: Widening existing road to 6-lane. Responsibilities included assistance with MOT/TCP, attending review meetings, QA/QC, and drone services. Engineer-of-Record, Collier County, LAP 111th Ave from Bluebill – Shoulder improvements-Bike Lane. Adam was responsible for reviewing plans, conducting site visits, QA/QC, FDOT coordination, RAI response. Construction of 5-foot wide bike lanes on the north and south side of 111th Avenue from Bluebill Ave Bridge to 7th Street North (Approximate Length 4600 LF, .871 Miles). Engineer-of-Record, Collier County, LAP Eden Park Sidewalks- Adam was tasked with overseeing project team and working with the County and FDOT. Construction of 6-foot wide concrete sidewalk on the south and west side of Carson Road from Carson Lakes Circle to Westclox Road. Engineer-of-Record, Collier County, LAP Lake Trafford Sidewalks, Bike Lanes, and Drainage Improvements- Adam was responsible for reviewing plans, QA/QC, and county and FDOT coordination. Construction of 6-foot wide concrete sidewalk on the south side of the Lake Trafford Road from Carson Road to Krystal Lane; and North 18th Street to Laurel Street. Construction of 5-ft wide bike lane from Little League Road to Laurel Street. Project Manager, Stirling Road/ SR848 Off-Site Roadway Improvement; Hollywood, Florida. Construction of three turn lanes and incidental improvements located near the intersection of SR 848/Stirling Road and SW 58th Avenue. The turn lanes were constructed to accommodate anticipated traffic generated by a future development in the existing vacant parcel. Adam provided coordination with the Seminole Tribe of Florida, Designer, and Contractor: shop drawing review; contract compliance; contractor clarifications and request for information; contract modifications; contractors monthly pay applications; as- built/record drawings; project closeout. Project Manager, 2018 Immokalee Complete Streets TIGER Grant, Immokalee, Florida. 20 Miles of concrete sidewalks,1 miles of shared-uses paths, 20 miles of upgrades drainage/ditch and swales/ 32 intersection enhancing 1-80 16.B.2.c Packet Pg. 660 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Education B.S., Civil Engineering University of Kansas Certification FL Professional Engineer Lic#: 72472 Professional Planner AICP No.: 028767 Florida General Contractor Lic#: 1525246 DOT/FAA Airman Certificate UAS 3999943 FDOT Advanced TTC: 28347 Specialization Transportation Planning - Traffic Engineering - Highway Design - Utility Design - Design-Build - Project Management Signalization Design- Signing & Striping - Maintenance of Traffic - Drainage Design - P D & E - Utility Coordination Pavement Design - FDOT Permitting - County Permitting - Environmental Permitting - Construction Inspection Business Development Proposal Writing - Plan Preparation/Production - Computer Drafting - Constructability Review Construction Administration - Budgeting/Estimating - Adam Ahmad PE, AICP, CGC – Civil Engineer treatments at priority intersections, enhanced bus stop amenities/shelters including 22 bus shelters, 35 benches, and 25 bike racks construction of a Bus Transfer Station at the Collier County Health Department in Immokalee. Comprehensive lighting improvements including five miles of street lights and 106 lit intersections A five-mile neighborhood bike boulevard network with traffic calming and wayfinding intersections. Responsibilities include developing the TIGER Grant package and the preliminary design/cost package for the project. The grant was awarded $ 13 Million through Federal TIGER Funding Roadway Design Engineer; Lee County Complete Streets Design Build Criteria Packages; Lee County, Florida. Design Criteria Packages efforts for the 11 planned projects listed in the Complete Streets Initiative TIGER Grant application. Project included the preparation of Conceptual Plans (horizontal layout on aerial photos) which delineated the intent of the proposed project(s), preparation of typical sections which defined project features such as sidewalks, pathways, bike lanes and shoulders; Coordinated NEPA permitting effort. Project Manager, College Whiskey Intersection and Signalization Improvements, Lee County, Florida Final design of the College Parkway westbound left turn lane to Edison Parkway (further south) to improve visibility for the opposing (eastbound College Parkway to Whiskey Creek) left turn movements, Providing “Mast Arm” signalization for the intersection and improving ADA accessibility at the corners. Responsible for the design of new cross bars and crosswalks required for new signal installation and the left turn lanes and median modifications required for offsetting the College Parkway left turn lane. Plans package included Key, Tabulation of Quanities, General Notes, and Signing and Marking Plans Sheets. Roadway Design Engineer; Collier- Immokalee Intersection Improvements Design; Collier County, Florida. Design of intersection improvements to the Immokalee Road and Collier Boulevard Intersection which will provide additional capacity to the intersection and extend Collier Blvd north approximately one-half mile. The Intersection improvements were planned and designed to accommodate a “future” SPUI at this intersection. Responsibilities include preparation of the design plans including mast arms in Microstation, public involvement meetings, permitting packages for SFWMD, ACOE and FDEP. Participated in post design services throughout the project. Project Manager, Stockade Road; Immokalee, Florida. Construction of drainage and sidewalk improvements to Stockade Road. Adam provided coordination with the Seminole Tribe of Florida, Designer, and Contractor: shop drawing review; contract compliance; contractor clarifications and request for information; contract modifications; contractors monthly pay applications; as built/record drawings; project closeout. He conducted bi-weekly progress meeting, and other meetings as required to facilitate the project. Coordination/management of CEI firm, process RFI's, RFQ's, Field Orders, Work Change Directives, change management, conduct progress meetings 1-81 16.B.2.c Packet Pg. 661 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for ` Education B.S., Civil Engineering Florida Gulf Coast University Certification Engineer-in-Training Lic#: 1100023932 FDOT Advanced TTC: 67252 Affiliation (ASCE) American Society of Civil Engineering (SHPE) Society of Hispanic Professional Engineers (FES) Florida Engineering Society Specialization Plans Review LAP Support Traffic Design Proposal Preparation Business Development Software AutoCAD, HEC-HMS, HEC-RAS, Microsoft Office Applications, Mathcad, ICPR ArcGIS Adobe Creative Cloud Marmi Sica, EI- Civil Engineer Relative Experience Profile: Marmi is a civil engineer with experience in transportation planning, ADA studies, parking lot studies, site development, MOT, and traffic count studies. At Capital Marmi is responsible for plan reviewal, preparing engineer’s probable cost, permitting, and performing traffic analysis. Marmi has experience in software such as AutoCAD, ArcGIS, Synchro, and Adobe Suite applications. Marmi is a graduate of Florida Gulf Cost University (FGCU). Project Manager, Collier County, LAP 111th Ave from Bluebill – Shoulder improvements-Bike Lane. Marmi was responsible for reviewing plans, conducting site visits, QA/QC, FDOT coordination, RAI response. Construction of 5-foot wide bike lanes on the north and south side of 111th Avenue from Bluebill Ave Bridge to 7th Street North (Approximate Length 4600 LF, .871 Miles). Project Manager, Collier County, LAP Eden Park Sidewalks- Marmi was tasked with overseeing project team and working with the County and FDOT. Construction of 6-foot wide concrete sidewalk on the south and west side of Carson Road from Carson Lakes Circle to Westclox Road. Project Manager, Collier County, LAP Lake Trafford Sidewalks, Bike Lanes, and Drainage Improvements- Marmi was responsible for reviewing plans, QA/QC, and county and FDOT coordination. Construction of 6-foot wide concrete sidewalk on the south side of the Lake Trafford Road from Carson Road to Krystal Lane; and North 18th Street to Laurel Street. Construction of 5-ft wide bike lane from Little League Road to Laurel Street. Project Engineer, Babcock Ranch- SR 31 Design-Build Criteria Package Marmi was tasked with drafting the criteria package that was used for the procurement of the DB Team for the SR 31 Widening project. Responsibilities included QA/QC, coordination with the project team, and review of awarded team payment applications. Project Engineer, Babcock Ranch- William & Mary Ann Smith Sports Complex. Marmi was heavily involved with the design of the sports complex. Responsibilities include preparation of cost estimate, review of conceptual design, coordination with sub-consultants and client, project budget tracking, and management of project schedule. Project Engineer, Barefoot Beach Roadway Improvements; Collier County, Florida. This project involved preparing plans for the resurfacing of .60 miles of corridor and parking lot at Barefoot Beach. Responsibilities include the reviewal of construction plans, construction cost estimate, bid reviewal, and being the sole point of contact for Collier County. Project Manager, Seminole Tribe of Florida, Brighton Frank-Shore & Billie Road Improvements. Marmi served as the project manager for the construction phase for the Frank-Shore and Billie Road on the Brighton Reservation for the Seminole Tribe of Florida. He was tasked with reviewing plans submitted by Senior Designer and planning working schedule with each stakeholder involved with the project. Project Engineer, Corkscrew Widening BHG Pkwy to Alico Road, Lee County Preparation of the Integrated Corridor Master Plan (ICM) to provide analysis on Access Management, Traffic, Alternative 1-82 16.B.2.c Packet Pg. 662 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for ` Education B.S., Civil Engineering Florida Gulf Coast University Certification Engineer-in-Training Lic#: 1100023932 FDOT Advanced TTC: 67252 Affiliation (ASCE) American Society of Civil Engineering (SHPE) Society of Hispanic Professional Engineers (FES) Florida Engineering Society Specialization Plans Review LAP Support Traffic Design Proposal Preparation Business Development Software AutoCAD, HEC-HMS, HEC-RAS, Microsoft Office Applications, Mathcad, ICPR ArcGIS Adobe Creative Cloud Marmi Sica, EI- Civil Engineer Intersections, Connected and Autonomous Vehicles (CAV) Technology, Complete Streets and Planning Consistency. Reviewed Local Government Transportation Improvement Plan (TIP), State Transportation Improvement Program (STIP), Urban Area Transportation Study, Local Transit Development Plan and Non-Motorized Plans. Project Engineer, Immokalee Complete Streets TIGER Grant, Immokalee, Florida. 20 Miles of concrete sidewalks,1 miles of shared-uses paths, 20 miles of upgrades drainage/ditch and swales/ 32 intersection enhancing treatments at priority intersections, enhanced bus stop amenities/shelters including 22 bus shelters, 35 benches, and 25 bike racks construction of a Bus Transfer Station at the Collier County Health Department in Immokalee. Comprehensive lighting improvements including five miles of streetlights and 106 lit intersections A five- mile neighborhood bike boulevard network with traffic calming and wayfinding intersections. Responsibilities include reviewing conceptual plans, coordinating with county project manager, performing traffic analysis, and preparing specification package. Project Manager, Seminole Tribe of Florida. Josie Billie Highway Sidewalk Network Josie Billie Highway, Big Cypress, Florida. Assembled a multidisciplinary team to evaluate the performance of the sidewalk corridor. Responsible for conducting the start-up meeting, performing the field review, conducting analysis, and preparing the report. Assisted in developing design build criteria package. Transportation Planning Continuing Services; Seminole Tribe of Florida, Florida. Services provided on an as needed basis to serve as an extension to the tribe staff including review of traffic operations and safety; developing guidelines for traffic impact studies; developing access management policies. and providing general support for traffic engineering services GIS Technician, Seminole Tribe of Florida, Roadway Inventory Marmi is heavily involved in managing base plan applications for the Seminole Tribe of Florida. This involves creating shapefiles and different GIS studies for current and future projects across the different Tribal Reservations across Florida. Marmi is tasked with updating the roadway inventory for the Tribe. This task has given him the opportunity to coordinate directly with BIA staff. Project Manager, IM Koowachobee Trail / Seminole Crossing Lighting, Florida. The Koowachobee Trail Lighting project includes the installation of a permanent street lighting system on both sides of Koowachobee Trail as an extension of the street lighting system installed by East- Alice Jimmie Project. The Seminole Crossing Trail Lighting project includes the installation of a street lighting system on both sides of Seminole Crossing Trail which will continue the street lights beyond Koowachobee Trail. Performed design reviews at the 30, 60, 90 and 100% levels of completion. Monitored permit applications for compliance with design intent. 1-83 16.B.2.c Packet Pg. 663 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for `` Education B.S., Civil Engineering Florida Gulf Coast University Certification Engineer-in-Training Procore Certified FDOT Advanced TTC: 67257 Affiliation (ASCE) American Society of Civil Engineering (SHPE) Society of Hispanic Professional Engineers (FES) Florida Engineering Society Specialization County Permitting Environmental Permitting Construction Inspection Business Development Proposal Writing Plan Preparation/Production Computer Drafting Constructability Review Construction Administration Budgeting/Estimating Specifications Development Software AutoCAD, HEC-HMS, HEC- RAS, Microsoft Office Applications, Mathcad, ICPR, and ArcGIS Fritznel Saint Louis – Civil Engineer Relative Experience Profile: Fritznel is a graduate of Florida Gulf Coast University (FGCU). He is a strong advocate for participating and getting involved with the community. Fritznel has experience in software such as ArcGIS, AutoCAD, and Microsoft applications. At Capital, Fritznel is responsible for reviewing plans, engineering design, proposals, estimates, permitting, and much more. Fritznel looks forward to working with the proposed team for this project. Design Manager, TIGER Grant Post Design Pedestrian Counts, Big Cypress Reservation, Florida. Pedestrian, ATV, and bicyclist count of traffic along a TIGER Grant-funded corridor to show the impacts of roadway improvements post construction. Selected and purchased video count camera hardware and software. Setup count stations and performed data collection. From the data collected, created reports to satisfy the TIGER grant reporting requirements. Project Engineer, Collier-Immokalee Intersection Improvements Design; Collier County, Florida. Design of intersection improvements to the Immokalee Road and Collier Boulevard Intersection which will provide additional capacity to the intersection and extend Collier Blvd north approximately one-half mile. The Intersection improvements were planned and designed to accommodate a “future” SPUI at this intersection. Responsibilities include preparation of the design plans including mast arms in MicroStation, public involvement meetings, and permitting packages for SFWMD, ACOE, and FDEP. Participated in post-design services throughout the project. Project Designer, Seminole Tribe of Florida Hollywood 64th Avenue Permanent Lighting, Florida. This project incorporates the installation of a permanent street lighting system that replaces the existing temporary solar lights installed between the Northern Gate and Charleston Street. Additionally, the project will include additional streetlights from Charleston Street to the Southern Gate, which will double the number of streetlights along the corridor. Performed design reviews at the 30, 60, 90, and 100% levels of completion. Monitored permit applications for compliance with the design intent. Project Engineer, Babcock Ranch– Emergency Facility Criteria Package. Frtiznel assisted in the preparation of a Criteria Package for the construction of an Emergency Facility at Babcock Ranch. Responsibilities include drafting the Criteria Package and coordinating with the district’s representative, attending pre-bid meetings, reviewing submitted bids, and assisting the District in the final determination of award to the DB Team. Project Engineer, Babcock Ranch- William & Mary Ann Smith Sports Complex-. Fritznel is involved with the design of the sports complex. Responsibilities include preparation of cost estimate, review of conceptual design, coordination with sub-consultants and client, project budget tracking, and management of project schedule. Project Manager, Generator Removal; Collier County, Florida. This project involved but was not limited to disassembling and relocation of the existing generator; demolition of existing concrete equipment pad, transfer switch, and existing louvers; removal of bollards and southern CMU retaining wall at the diesel storage tank site, removal of all concrete debris at the diesel tank storage site, replacement of exterior steel panels; epoxy coating the floor, and other items shown on the drawings. Conducted site visits to assure adherence to the projects’ scopes, specifications, and regulatory requirements. 1-84 16.B.2.c Packet Pg. 664 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for ` Education B.S., Civil Engineering Florida Gulf Coast University Certification Engineer-in-Training Procore Certified FDOT CMDP Certified Affiliation (ASCE) American Society of Civil Engineering (FES) Florida Engineering Society Specialization Plans Review LAP Support Traffic Design Proposal Preparation Business Development Quality Assurance Quality Control Software AutoCAD, HEC-HMS, HEC-RAS, Microsoft Office Applications, Mathcad, ICPR, ArcGIS Victor Nguyen – Civil Engineer Relative Experience Profile: Victor is a graduate of Florida Gulf Coast University (FGCU) with a Bachelor of Science in Civil Engineering. At Capital, Victor is responsible for reviewing plans, engineering design, proposals, estimates, and much more. He is thoroughly knowledgeable in the requirements of field inspection, material sampling, and testing of earthwork, asphalt, and concrete operations. He is well versed in the Florida Department of Transportation (FDOT) specifications and the requirements for documentation, and oversight of contractor operations including Maintenance of Traffic (MOT). Project Manager, Collier County, LAP 111th Ave from Bluebill – Shoulder Improvements- Bike Lane. Victor worked alongside Marmi in reviewing plans, conducting site visits, QA/QC, FDOT coordination, RAI response. Construction of 5-foot-wide bike lanes on the north and south side of 111th Avenue from Bluebill Ave Bridge to 7th Street North (Approximate Length 4600 LF, .871 Miles). Project Manager, Collier County, LAP Lake Trafford Sidewalks, Bike Lanes, and Drainage Improvements- Victor worked alongside Marmi in reviewing plans, QA/QC, and county and FDOT coordination. Construction of 6- foot-wide concrete sidewalk on the south side of the Lake Trafford Road from Carson Road to Krystal Lane; and North 18th Street to Laurel Street. Construction of 5-ft wide bike lane from Little League Road to Laurel Street. Project Engineer, Collier County Carson Road Sidewalk Improvements. The purpose of the project is to construct a six-foot wide sidewalk on the East side of Arson Road from Immokalee Drive to Lake Trafford Road (approx. 0.50 miles) Victor, along with Anthony, assisted the project manager with coordination between the Client and stakeholders. Responsibilities include document control via Procore, plan reviewal, project scheduling, and performing site visits. Project Engineer, Babcock Ranch- William & Mary Ann Smith Sports Complex. Victor is heavily involved with the design of the sports complex. Responsibilities include preparation of cost estimate, review of conceptual design, coordination with sub-consultants and client, project budget tracking, and management of project schedule. Deputy Project Manager, Babcock Ranch, State Road 31, Roadway Design Criteria Package. Victor is the lead professional and point of contact for the preparation of the Design Criteria Package. He was serving as the District’s representative throughout the request for qualifications for project design- build services and project design and construction. Project Engineer, Immokalee Complete Streets TIGER Grant, Immokalee, Florida. 20 Miles of concrete sidewalks,1 mile of shared- uses paths, 20 miles of upgraded drainage/ditch and swales/ 32 intersection enhancing treatments at priority intersections, enhanced bus stop amenities/shelters including 22 bus shelters, 35 benches, and 25 bike racks construction of a Bus Transfer Station at the Collier County Health Department in Immokalee. Comprehensive lighting improvements include five miles of streetlights and 106 lit intersections, A five- mile neighborhood bike boulevard network with traffic calming, and wayfinding intersections. Responsibilities include performing traffic counts, reviewing traffic analysis reports, reviewing conceptual plans, and performing site visits. 1-85 16.B.2.c Packet Pg. 665 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for MATT MARINO, M.A., RPA Senior Archaeologist EDUCATION M.A., Anthropology, Washington State University, Pullman, WA, 2015 B.A., Anthropology, University of Florida, Gainesville, FL, 2012 YEARS OF PROFESSIONAL EXPERIENCE 10 YEARS W/ FIRM 2 REGISTRATIONS / CERTIFICATIONS SOI Qualified Register of Professional Archaeologists, #4609 PSMJ Training PROFESSIONAL AFFILIATIONS Society for American Archaeology Florida Anthropological Society Florida Association of Environmental Professionals Matt Marino is an archaeologist and Office Principal with over ten years of specialized experience in transportation cultural resources management (CRM). He currently serves as the Lead of PaleoWest’s Transportation Sector, which has served Florida, Mississippi, Texas, New Mexico, Nevada, Nebraska, California, and Arizona Departments of Transportation. Mr. Marino joined PaleoWest from the Florida Department of Transportation’s (FDOT) Office of Environmental Management (OEM). As FDOT’s State Cultural Resource Specialist and CRM Program Manager, he oversaw program and policy development, regularly coordinated with State and Tribal Historic Preservation Officers and other Federally Recognized Native American Tribes, and provided subject matter expertise in Section 106 of the National Historic Preservation Act and Section 4(f) of the USDOT Act. As a Project Delivery Coordinator, he supported development, review, and approval of NEPA Project Development & Environment (PD&E) Studies and associated technical documents, provided training to District and OEM personnel in support of the NEPA Assignment and Cultural Resources programs, contributed to FDOT’s PD&E Manual, and conducted annual self-assessments of OEM’s NEPA Assignment and CRM Programs. Mr. Marino’s background at FDOT has led to an advanced understanding CRM, NEPA, and the planning and PD&E phases of transportation projects. SELECT PROJECT EXPERIENCE FDOT Office of Environmental Management Statewide Environmental Review and Analysis, FL. Senior Environmental Specialist (2021-2022). Under this contract, Matt provides support to FDOT OEM’s NEPA and CRM programs by conducting reviews of Section 4(f) documentation, Cultural Resources Assessment Survey (CRAS) reports, NEPA environmental documents, and other technical documents prepared in support of NEPA compliance. He also assists with the development of FDOT's new Section 106 Programmatic Agreement and revisions to FDOT’s PD&E Manual, provides training and onboarding support to OEM Project Delivery Coordinators and Subject Matter Experts in Section 106 and Section 4(f), conducts statewide meetings in support of Section 106 PA development, and provides reviews of NEPA Environmental Documents. Client: Stantec Consulting Services FDOT District Three Cultural Resources Districtwide Support Contract, FL. Contract Manager and Principal Investigator (2020-2022). Matt serves as Contract Manager and Principal Investigator on multi-year districtwide on-call contract to provide cultural resource services for District Three. The District encompasses 16 counties and 11,500 square miles between Escambia and Jefferson Counties, FL. PaleoWest conducts an average of 25 task orders for CRAS projects annually and approximately 100 project reviews. Matt is responsible for client communication, responding to proposal requests, meeting fieldwork standards, reporting, quality control, and DHR/SHPO approval of all projects and reviews. Client: FDOT District Three 1-8616.B.2.c Packet Pg. 666 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Matt Marino, M.A., RPA (CONTINUED) FDOT District Seven PD&E Consulting Services, FL. Senior Archaeologist (2021-2022). Matt is the Project Manager, Principal Investigator, and main point of contact on three multi-year districtwide, on-call PD&E support services contracts that provide cultural resource services to FDOT District Seven. He is responsible for client communication, responding to proposal requests, reviewing project engineering plans, reporting, quality control, and DHR/SHPO approval of all projects and reviews. Clients: AIM Engineering, American Consulting Professionals, and Patel, Green, & Associates FDOT District One General Consultant Services, FL. Senior Archaeologist (2021-2022). Matt serves as a Cultural Resource Specialist supporting the District One Environmental Management Office on a multi-year districtwide on-call general support services contract. In this role, he provides CRM Program management support to District One by conducting project plans and document reviews, tracking project progress, attending meetings, and providing subject matter expertise in Section 106 and Section 4(f). Client: Atkins Hurricane Sally Response, Escambia, Santa Rosa, Okaloosa, Walton, Bay, Gulf, Franklin, Gadsden, Holmes, Jackson, Washington, Calhoun, and Liberty Counties, Florida. Project Manager (2020). Matt coordinated a team effort to provide cultural resources desktop reviews of over 150 Detailed Damage Inspection Reports (DDIR) in response to Hurricane Sally in accordance with the Section 106 Programmatic Agreement, including providing archaeological monitoring on less than 24-hour notice. Client: FDOT District Three Phase II Excavations for the Aucilla River Bridge Replacement Project, Jackson and Taylor Counties, Florida. Project Manager and Principal Investigator (2021). As Project Manager and Principal Investigator, Matt led Phase II evaluative excavations at two sites along the Aucilla River in support of a bridge replacement project. One site was determined to be NRHP-eligible, and through a thorough reading of engineering plans and reliance on site stratigraphy reconstructions from the Phase II work, PaleoWest crafted recommendations that enabled FDOT District Three to avoid costly Phase III excavations and monitoring of the entire project. Client: FDOT District Three County Road 278 Over Chipola River Bridge Replacement, Jackson County, FL. Contract Manager (2023). Matt served as contract manager on this CRAS conducted in support of an FDOT District Three bridge replacement project. As part of this CRAS, PaleoWest conducted both terrestrial and underwater archaeological survey at a potentially significant precontact archaeological site. The comprehensive submerged cultural resources assessment survey (SCRAS) included remote sensing methods such as magnetometer (Geometrics 882), side-scan sonar (Edgetech 4125), and subbottom profiler (Edgetech 3100 with 424 towfish) with positioning from a differential Global Positioning System (DGPS). Following the remote-sensing survey, archaeological divers (using scuba) conducted visual inspections of the river bottom while swimming transects across the entirety of the APE. Client: FDOT District Three US 41B/Tampa Street from Tyler Street to Floribraska Avenue and Florida Avenue from Tyler Street to Palm Avenue, Hillsborough County, FL. Contract Manager (2022). Matt served as the Contract Manager and Senior Archaeologist on a CRAS conducted in support of FDOT District Seven’s proposed Urban Corridor Improvement along US 41B/Tampa Street and Floribraska Avenue in the City of Tampa, Hillsborough County, Florida. The project included over 50 built environment resources and three NRHP-eligible historic districts. Client: AIM Engineering. SR 52 at College Avenue/Pompanic Street, Pasco County, FL. Contract Manager (2022). Matt served as the Contract Manager and Senior Archaeologist on a CRAS conducted in support of FDOT District Seven’s proposed roundabout construction and roadway improvements in the City of San Antonio, Pasco County, Florida. The project included two historic districts, one historical resource group, and eleven historical structures. Client: AIM Engineering. 1-8716.B.2.c Packet Pg. 667 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for MERCEDES HARROLD, M.A., RPA Senior Archaeologist EDUCATION M.A., Anthropology – Historical Archaeology (Maritime), The University of West Florida, 2016 B.A., Anthropology and Classical Civilizations, The Florida State University, 2008 YEARS OF PROFESSIONAL EXPERIENCE 13 REGISTRATIONS / CERTIFICATIONS SOI Qualified Register of Professional Archaeologists No. 44245863 PROFESSIONAL AFFILIATIONS Florida Trust for Historic Preservation, Board Member St. Augustine Archaeological Association, Board Member Society for Historical Archaeology Mercedes Harrold has thirteen years of professional experience in cultural resources, with a specialization in southeastern archaeology and government compliance. Prior to joining PaleoWest, she served as the Cultural Resources Coordinator for St. Johns County and a Historic Preservationist with the Compliance and Review Section at State of Florida Division of Historical Resources (DHR) State Historic Preservation Office. In these capacities, Mercedes reviewed over 10,000 projects for compliance with local, state, and federal regulations. Mercedes has experience in artifact cataloging and conservation, field survey, grant management, and preparation and presentation of professional reports. Formerly employed by the National Park Service Southeast Archeological Center (SEAC), DHR, and the St. Johns County Board of County Commissioners, Mercedes has an advanced understanding of compliance project development. SELECT PROJECT EXPERIENCE FDOT District Seven PD&E Consulting Services, FL. Principal Investigator/Senior Archaeologist (2021-2023). Mercedes is a Principal Investigator on a multi-year districtwide, on-call PD&E support services contract to provide cultural resource services to FDOT District Seven. She is responsible for reviewing project engineering plans, reporting, quality control, and DHR/SHPO approval of projects and reviews. Client: FDOT District Seven FDOT District One Cultural Resources Districtwide Support Contract, FL. Principal Investigator/Senior Archaeologist (2021-2023). Mercedes is a Principal Investigator on a multi- year districtwide contract to provide cultural resource program management services for District One. The District encompasses 12 counties and nearly 12,000 square miles. Mercedes is responsible for reporting, quality control, and DHR/SHPO approval of projects and reviews. Client: FDOT District Three FDOT District Three Cultural Resources Districtwide Support Contract, FL. Principal Investigator (2021-2023). Mercedes serves as Principal Investigator and secondary point of contact on multi- year districtwide on-call contract to provide cultural resource services to District Three. The District encompasses 16 counties and 11,500 square miles between Escambia and Jefferson Counties, FL. PaleoWest conducts an average of 25 task orders for CRAS projects annually and approximately 100 project reviews. Mercedes is responsible for ensuring fieldwork standards are met, reporting, and quality control. Client: FDOT District Three 1-88 16.B.2.c Packet Pg. 668 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Mercedes Harrold, M.A., RPA (CONTINUED) St. Johns County Board of County Commissioners, St. Johns County, FL. Cultural Resources Coordinator (May 2018 – October 2021). Mercedes reviewed development permits. Reviewed Cultural Resource Assessment Surveys (CRAS) to ensure CRAS were completed to State standards under Chapter 1A-46 and fulfilled County requirements. Prepared and presented professional staff reports to the Cultural Resources Review Board and the Board of County Commissioners. Subject Matter Expert for the County’s 200th Anniversary celebration. Grants administrator for DHR small matching grants. Prepared material and presentations for public outreach. Reviewed historical data for other departments such as the Office of the County Attorney and Public Affairs. Led archaeological investigations on County property and prepared CRAS reports. Client: St. Johns County Board of County Commissioners. Florida Division of Historical Resources, Tallahassee, FL. Historic Preservationist, Compliance and Review (Sept. 2017 – May 2018). Mercedes reviewed development permits for State and Federal undertakings. Reviewed CRAS reports for compliance with Chapter 1A-46. Oversaw the Chapter 1A-31 permit program, ensuring compliance with DHR’s underwater exploration and salvage permits. Received the Department of State Immediate Impact Sunshine Award. Client: DHR. Florida Division of Historical Resources, Tallahassee, FL. Historic Sites Specialist, Compliance and Review (Feb. 2017 – Sept. 2017). Mercedes reviewed development permits for State and Federal undertakings and reviewed CRAS reports for compliance with Chapter 1A-46. Client: DHR. National Park Service (NPS), Southeast Archeological Center (SEAC), Tallahassee, FL. Archeological Technician (May 2013 – Feb. 2017). Mercedes conducted Phase I and Phase II fieldwork projects throughout the southeastern United States, conducted geophysical surveys, monitored projects on Federal lands, analyzed and cataloged artifacts using the Interior Collections Management System (ICMS), assisted with collections management to ensure compliance with Federal curation standards, and participated in public outreach events. As a member of the NPS dive team, conducted training and compliance dives, target diving, underwater excavations, and site recording. Client: NPS. PUBLICATIONS Author 2020 A Phase I Cultural Resources Assessment Survey of the Euclid Avenue Parking Lot, St. Johns County, Florida, prepared for St. Johns County Board of County Commissioners. 2020 A Phase I Cultural Resources Assessment Survey of the Veterans Parkway Fire Station, St. Johns County, Florida, prepared for St. Johns County Board of County Commissioners. 2018 A Phase I Cultural Resources Assessment Survey of the 5580 Steamboat Road Property, St. Johns County, Florida, prepared for St. Johns County Board of County Commissioners. Co-Author 2022 Technical Memorandum for FPID 441038-4-52-01, SR 8 (I010) From East of Yellow River to East of SR 85 Ferdon Blvd, Okaloosa County, FL, prepared for FDOT District 3. 2022 Technical Memorandum for FPID 441038-2 and 413062-5, SR 8 (I-10) from Santa Rosa to W of Wilkerson Bluff Rd, Okaloosa County, FL, prepared for FDOT District 3. 2022 Phase I Cultural Resource Assessment Survey, Interstate Circle Over Eightmile Creek Bridge No. 484071, Escambia County, FL, prepared for FDOT District 3 (TWO 52). 1-8916.B.2.c Packet Pg. 669 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for ROY A. JACKSON Senior Historian EDUCATION M.A. History, Florida State University, Tallahassee, FL, 1999 B.A. History, University of Richmond, Richmond, VA, 1975 YEARS OF PROFESSIONAL EXPERIENCE 40 YEARS W/ FIRM 1 PROFESSIONAL AFFILIATIONS AASHTO Cultural Resources Subcommittee of the Committee on Environment and Sustainability (2008- 2022) National Highway Institute Committee to develop a national Section 4(f) course (2012-2014) Roy Jackson is a historian and historic archaeologist with nearly 40 years of professional experience in cultural resources management (CRM) for transportation projects and programs. He served as staff archaeologist for the Colonial Williamsburg Foundation for seven years and as manager for the Florida Department of Transportation (FDOT) CRM and Section 4(f) programs at the Office of Environmental Management (OEM). As FDOT’s State Cultural Resource and Section 4(f) Resources Program Manager, Mr. Jackson has been involved in every facet of conducting, delivering, and reviewing products pursuant to national and state historic preservation laws. Additionally, he managed survey, reporting, and production efforts of "The Historic Highway Bridges of Florida" and FDOT's CRM Handbook. In his role at OEM, Mr. Jackson served as the official responsible for ensuring FDOT compliance with Section 106 of the National Historic Preservation Act, Section 4(f) of the U.S. DOT Act, Section 6(f) of the Land and Conservation Water Act, the Wild and Scenic Rivers Act, and similar state and Federal legislation related to National Environmental Policy Act (NEPA) compliance. He developed FDOT’s compliance processes for these laws, and crafted statewide policies for integration into FDOT’s overall project delivery process. Mr. Jackson has also served on national committees such as those sponsored by the Transportation Research Board (TRB) and the American Association of State Highway and Transportation Officials (AASHTO) as an expert in the areas of Section 4(f) and historic preservation law. SELECT PROJECT EXPERIENCE FDOT District Seven PD&E Consulting Services, FL. Senior Historian (2022). Roy serves as a Senior Historian on three multi-year districtwide, on-call PD&E support services contracts that provide cultural resource services to FDOT District Seven. He is responsible for client communication, reviewing project engineering plans, reporting, and providing FDOT, Section 106, and Section 4(f) policy and procedure guidance to District Seven. Clients: AIM Engineering, American Consulting Professionals, and Patel, Green, & Associates FDOT District One General Consultant Services, FL. Senior Historian (2022). Roy serves as a Senior Historian and Cultural Resource and Section 4(f) expert supporting the District One Environmental Management Office on a multi-year districtwide on-call general support services contract. In this role, he provides CRM Program management support to District One by conducting project plans and document reviews, tracking project progress, attending meetings, and providing subject matter expertise in Section 106 and Section 4(f). Client: Atkins 1-9016.B.2.c Packet Pg. 670 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for ROY A. JACKSON (CONTINUED) Venetian Causeway from North Bayshore Drive to Purdy Avenue, Miami-Dade County, FL. State Cultural and Recreational Resources Coordinator (2018-2022). Replacement study for the 12 locally-owned bridges of the causeway that included careful coordination with the SHPO, the local government, residents, and preservation groups. Mr. Jackson conducted consultation with the State Historic Preservation Officer (SHPO), ensured that all necessary analyses pursuant to Section 106 and Section 4(f) were performed, and conducted review and recommended approval of the Programmatic Section 4(f) Evaluation for the use of historic bridges. Client: FDOT District Six Tampa Interstate Study (TIS) Supplemental Environmental Impact Statement (EIS), Hillsborough County, FL. State Cultural and Recreational Resources Coordinator (2016-2020). The cultural resources involved consisted of historic districts, individually significant historic buildings, and several public parks. In the initial Section 106 Memorandum of Agreement (MOA), Mr. Jackson helped establish a process for identifying historic properties requiring demolition which could be relocated and rehabilitated into the associated historic districts. Mr. Jackson advised FDOT and FHWA in developing alternatives to avoid Section 4(f) properties and in completing the necessary documentation to ensure the approval of the proposed action under Section 4(f). Client: FDOT District Seven Silver Springs State Park Trail Crossings, Martin County, FL. State Cultural and Recreational Resources Coordinator (2016-2018). The project proposed construction of two trail bridges by FDOT in Silver Springs State Park, and involved impacts to a significant archaeological site. Mr. Jackson guided the FDOT District in consultations with the SHPO and federally recognized Tribes, and assisted in the preparation of an MOA to minimize and mitigate the impacts to the site. Client: FDOT District Five 1-9116.B.2.c Packet Pg. 671 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 1.866.367.4400 | www.johnsonengineering.com Equal Opportunity/Affirmative Action Employer Josh began his professional career in 2007 and is currently serving as a project manager in the transportation services department at Johnson Engineering. He has worked on various projects throughout Southwest Florida and is familiar with roadway design, pathway design, construction, Local Agency Program (LAP) requirements, and the permitting procedures of the local municipalities, including the Florida Department of Transportation (FDOT). Josh has worked on over a 125+ traffic / construction feasibility-related engineering studies, roadway and drainage design projects within public right-of-way. This experience provides him with a unique understanding of the development of corridor and intersection design, drainage, ADA compliance-related challenges, construction, and the permitting requirements on capital improvement projects. Relevant Experience ¬ Vanderbilt Beach Road Extension, Phase I, Collier County - Project manager for the Verification Testing (VT) and Environmental Support Services for the construction of a new multi-lane corridor. ¬ Golden Gate Boulevard, Phase II, Collier County - Project manager for the Verification Testing (VT) for the construction of a new multi-lane corridor. ¬ US 90 Turnlane and Crosswalk Improvements, Miccosukee Tribe - Project manager and engineer of record for the design and CEI of turnlane and crosswalk improvements. ¬ Helms Road Extension, Hendry County - Team member for the design and construction of approximately three miles of new four-lane urban roadway including all associated drainage, permitting, signalization, and signing and pavement marking. This project is currently underway. ¬ County Road 78, Hendry County - Design team member and construction liaison for two miles of a multi-phased resurfacing, shoulder, construction, and drainage improvement design project. ¬ FPID #435118-1-38-01: Vanderbilt Beach Road Bike Lanes, Collier County - Project manager and Engineer of Record (EOR) for the design of bicycle lane improvements on Vanderbilt Beach Road form Vanderbilt Drive (C.R. 901) to Gulf Pavilion Drive. ¬ FTA 14, 15, & 16 Collier Area Transit Rural Bus Stop Design, Collier County – Project Manager and EOR for the design of 40+ rural bus stops throughout central and east Collier County. This project’s scope also included post design and construction related services for Collier Area Transit (CAT). The rehabilitated bus locations would ensure American Disabilities Act (ADA) compliancy was achieved and the bus stop locations would accommodate future equipment upgrades. ¬ FPID #-435117-1-38-01: North Naples Various Sidewalks, Collier County - Project manager and Engineer of Record (EOR) for the design of approximately 1.2 miles of sidewalk and associated pedestrian signals on this LAP design project. ¬ 2019 County Wide Pathway Constructability Study, Collier County - Project Engineer for a study of four priority locations throughout the County to analyze and assess the feasibility of adding future sidewalks or bike lanes along the existing public corridors. ¬ FPID #435119-1-38-01: 49th Terrace SW Sidewalks, Collier County - Project manager and Engineer of Record (EOR) for the design of 5 foot sidewalks on 49th Terrace from 20th Place SW to 19th Place SW. ¬ FPID #434990-1-38-01: Golden Gate at Various Locations Sidewalks, Collier County - Project manager and Engineer of Record (EOR) for the design of sidewalks on 51st Street, 20th Court SW, and 51st Terrace SW in Golden Gate City. ¬ 5th Avenue Sidewalks, City of Naples - Project manager and Engineer of Record (EOR) for the design of HUD-funded new sidewalks and associated drainage, permitting and service during construction. ¬ Florida Southwestern State College, Lee County - Project Engineer for the data collection/analysis and preparation of a traffic and pedestrian management plan. The project included data collection, Suncoast Arena access management, parking lot management plan and parking demand analysis, and pedestrian facility enhancements to improve the overall walkability of the campus ¬ Kentucky Street Sidewalks, City of Bonita Springs - Project manager and Engineer of Record (EOR) for the design of approximately one mile of HUD-funded new sidewalks and associated drainage and permitting. ¬ Piper Road North, Charlotte County - EOR of a new traffic signal at US 17 and Piper Road. Work includes analysis and design to determine signal operation plan, intersection geometry, signal retiming, capacity calculations, equipment placement, mast arm placement, phasing, and intersection analysis. ¬ FPID #428105-1-58-01: County Road 78 Phase IV and V JOSH HILDEBRAND, PE, PTOE Professional Engineer jhildebrand@johnsoneng.com 239.461.2481 Years Experience 16 years Licensing & Registration Florida Professional Engineer, License No. 73952 Professional Traffic Operations Engineer (PTOE) Education/Training B.S. Civil Engineering (2007), Purdue University Intermediate MOT Advanced MOT FDOT Specifications Package Preparation FDEP Qualified Stormwater Inspector FDOT Level of Service Volunteer Opportunities City of Fort Myers – Adopt a Canal Program Coastal Conservation Association (CCA) –Naples Banquet Committee Member Professional Affiliations American Public Works Association (APWA) 1-92 16.B.2.c Packet Pg. 672 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 1.866.367.4400 | www.johnsonengineering.com Equal Opportunity/Affirmative Action Employer Sidewalks, Hendry County - Project Engineer for two miles of future LAP funded sidewalks as part of a multi-phased corridor improvement project. ¬ LaMorada Traffic and Offsite Improvements, Collier County - Project Engineer for the preparation of a multi-phased residential development traffic study and associated offsite improvements located on Immokolee Road. ¬ 2014 County Wide Pathway Constructability Study, Collier County - Project Engineer for a study of five priority locations throughout the County to analyze and assess the feasibility of adding future sidewalks or bike lanes along the existing public corridors. 1-93 16.B.2.c Packet Pg. 673 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 1.866.367.4400 | www.johnsonengineering.com Equal Opportunity/Affirmative Action Employer David is an experienced surveying and mapping professional with over 38 years of experience. His expertise includes significant project management experience in a variety of areas including boundary surveys, ALTA surveys, topographic surveys, public lands surveys, hydrographic surveys, construction layout, utility surveys, road projects, subdivision design and platting and submerged land leases. His project experience includes plating of single-family home developments, roadway design projects both existing roadway expansion and new road corridors, as well as several unique surveying projects. David's experience spans many parts of Florida. He has been registered as a Florida Professional Surveyor and Mapper since 1998 and has worked in Collier County for over 30 years Relevant Experience ¬ Vanderbilt Beach Road Extension Wilson Boulevard to Desoto Boulevard, Collier County - Project manager for design survey performed for use in the design of a new six-mile road corridor six miles in length. Services included Topographic surveys, jurisdictional surveys, a control survey and aerial surveys. ¬ Vanderbilt Beach Road, Airport Road to Collier Boulevard, Collier County - Project manager for right of way mapping project for the widening of the existing road corridor. The services provided included preparation of right-of-way maps as well as sketch and descriptions of proposed parcel takings. ¬ Immokalee Road, Collier Boulevard to 43rd Avenue NE, Collier County - Project manager for design survey performed for use in the design of a new six-mile road corridor. Services included aerial topographic surveys, jurisdictional surveys, a control survey and right of way mapping a sketch and descriptions for take parcels, this also included preparation for and attendance of Order of Taking Hearings. ¬ Collier Boulevard, Golden Gate Boulevard to Immokalee Road, Collier County - Project manager for right of way mapping project for the widening of the existing road corridor. Services provided included preparation of right of way maps as well as sketch and descriptions of proposed parcel takings, this also included preparation for and attendance of Order of Taking Hearings. ¬ Collier Boulevard, Davis Boulevard to Golden Gate Canal, Collier County - Project manager for right of way mapping project for the widening of the existing road corridor. The services provided included preparation of right-of-way maps as well as sketch and descriptions of proposed parcel takings. ¬ Davis Collier Boulevard, US 41 to Boulevard, Collier County - Project manager for right of way mapping project for the widening of the existing road corridor. The services provided included preparation of right-of-way maps as well as sketch and descriptions of proposed parcel takings. ¬ Florida Keys Overseas Heritage Trail, Monroe County - Project manager for surveying services provided in support of design of the Florida Keys Overseas Heritage Trail Bike Trail through several segments of the Florida Keys. Surveying services included topographic surveys, jurisdictional surveys and right of way and property determinations. ¬ 10th Street North Streetscape, City of Naples - Project manager for surveying services provided in support of a streetscape project on 10th Street North from 7th Avenue North to Central Avenue. Services included right of way determination, and topographic surveying. DAVID HYATT, PSM Professional Surveyor & Mapper dhyatt@johnsoneng.com 239.289.1520 Years Experience 38 years Licensing & Registration Florida Professional Surveyor & Mapper, License No. LS5834 Education/Training Engineering Technology (YEAR) Florida State College Professional Affiliations 1-94 16.B.2.c Packet Pg. 674 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 1.866.367.4400 | www.johnsonengineering.com Equal Opportunity/Affirmative Action Employer Jeff joined Johnson Engineering in 2012 as a principal landscape architect. He brings a versatile skill set and a reputation built on providing the highest quality of service to both public and private sector clients with on-time and on-budget deliverables. Having worked in both the public and private sector, Jeff brings a broad range of experience to apply in practice, using an innovative management approach to guide projects from the planning and design phase, through permitting, development and construction. Relevant Experience: ¬ Santa Barbara Boulevard Landscape & Irrigation Design & Oversight, Collier County - Our team was responsible for the design landscape and irrigation from concept planning through construction oversight on 1.7 miles of roadway within the medians of Santa Barbara Boulevard from the I-75 bridge to Copperleaf Lane. This section of new landscape and irrigation has just been completed and our design team is currently completing design and construction documents for another 1.7 miles along the same corridor and continuing northward from I-75 Bridge to Copper Leaf Drive. ¬ Lee Health, Coconut Point Medical Village - Our team designed and permitted the site landscaping for a proposed 150,000 square foot medical facility and future 80 bed hospital. We created a lush tropical landscape that extended from the required perimeter buffers of the project and throughout the campus grounds to semi secluded sitting areas and therapy gardens. Our Landscape Team worked closely with the hospitals Architect of the architectural led team to design and detail the sites hardscape and site furnishings details giving a great deal of attention to visual continuity and site aesthetics. Following the selection of a contractor, our LA’s continued to work closely with the design team while providing construction oversight to ensure the final completion of the project. ¬ Lee Health, Golisano Children’s Hospital Parking Lot Existing Tree Canopy Evaluation - Johnson Engineering consulted with the facilities project manager for Lee Health to identify critically hazardous trees to be removed in the immediate future (prior to a re-pavement program), recommended trees for removal based on limited growing area for a species that requires large volume planting areas, and suggested future removals for trees that would become a hazard in the near future. Following the report of the tree removal recommendations, Johnson Engineering also provided a plan for suggested replacement trees that would be more likely to succeed in the constricted planting diamonds located throughout the parking lot. ¬ Rotonda West Entry Signs, Charlotte County - The Rotonda West residential community in Charlotte County was seeking to update their existing and deteriorating identity signs at five locations. The scope of this project included the development of a new sign that would embody the character of the community while being sensitive to the budget. Through a series of public meetings and concept development a new sign emerged to reflect this established community and its history. ¬ Florida Gulf Coast University (FGCU) - Provided landscape architectural design for the main campus CEP Expansion consisting of plant selection, planting design. Provided landscape architectural design assistance, including irrigation review and calculations for LEED compliance, to the project architect on Eagle Hall, Osprey Hall and the SoVi CEP expansion construction projects. ¬ West Villages Improvement District, North Port - Lead landscape architect for a 2.6-mile thoroughfare for newly developed Village Land Use Classification. “The Parkway” provides for regional connections in rural areas. Major components include interconnecting of all neighborhood and village networks, incorporation of multi-modal facilities, and traffic calming measures. A high level of landscape treatment was required to reflect the identity of this state-of-the-art, emerging Florida development district. ¬ City of Arcadia, Downtown Improvements Concept Plan, City of Arcadia - Lead landscape architect and professional planner facilitating community workshops and development of the Downtown Improvements Concept Plan. This Master Planning effort included the conceptual development of Main Street (Oak Street) realignment to include extended curb to provide additional landscaping opportunity to green up the treeless urban corridor, alternative on-street parking options, lighting, themed street furnishings and hardscaping. JEFFREY NAGLE, RLA Landscape Architect jnagle@johnsoneng.com 239.461.3312 Years Experience 39 years Licensing & Registration Florida Registered Landscape Architect, License No. LA6667059 Education/Training B.S. Landscape Architecture (1986), Rutgers University, Cook College Professional Affiliations Florida Registered Landscape Architect New Jersey Licensed Landscape Architect New Jersey Licensed Professional Planner American Society of Landscape Architects Full Member 1-95 16.B.2.c Packet Pg. 675 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 1.866.367.4400 | www.johnsonengineering.com Equal Opportunity/Affirmative Action Employer Rick joined Johnson Engineering as a survey technician in 2013 after 18 years of surveying in the public and private sector, working in the field and office. He started in the U.S. Army as a construction surveyor. He is currently a certified survey technician, Level III and proficient in AutoCad. He has earned a General A.A. degree from Edison State College, a B.A. degree in Geography from the University of South Florida, and recently became a licensed Professional Surveyor and Mapper . During his time with Johnson Engineering, Rick has performed many services for our clients including: ALTA/ACSM surveys, subsurface utility engineering surveys, right-of-way mapping, topographic surveys, preparation of easement and parcel descriptions, digital terrain modeling, preparation of subdivision plats, and preparation of construction calculations. Relevant Experience ¬ Orangetree Utility Site, Collier County - Rick was responsible for preparing a boundary and topographic survey for the site with subsurface utility engineering data and prepared legal descriptions for the boundary and a well easement to the south. ¬ Southwest Florida International Airport, Lee County - Rick was responsible for overseeing and preparing base maps from field locations, and digital terrain models for 10+ miles of roadway throughout the airport complex. ¬ Corkscrew Road, Lee County - Rick was responsible for creating a base map from field locations, preparing a digital terrain model, and boundary survey for 4+ miles of roadway. ¬ University Plaza West, Lee County - Rick was responsible for preparing construction layout calculation drawings, computing field stake out points and preparing various sketch and descriptions for the project. ¬ Bridgetown, Lee County - Rick was responsible for preparing construction layout calculation drawings, computing field stake out points, preparing various sketch and descriptions, and preparing subdivision plats for the project. ¬ Hopedelagee Ranch, Hendry County - Rick was responsible for preparing a boundary survey for a 7,800 acre parcel. ¬ SE Renewable Fuels, Hendry County - Rick was responsible for creating a base map from field locations and preparing a digital terrain model for the site. ¬ Hilliard Parcel, Hendry County - Rick prepared a 300+ acre boundary survey including the preparation of several easement sketch and descriptions. ¬ Florida Power & Light Company Right-of-Way Acquisition, Charlotte & Lee County - Rick was responsible for preparing right-of-way parcel maps of 70+ miles of transmission lines for acquisition by the client. ¬ Micco Bluff Road, Okeechobee County - Rick was responsible for creating a base map from field locations and preparing a digital terrain model for 2.4+ miles of roadway. RICK DANIELS, PSM Professional Surveyor & Mapper rdaniels@johnsoneng.com 239.461.2465 Years Experience 32 years Licensing & Registration Florida Professional Surveyor & Mapper, License No. LS7229 License Acquired: 3/13/2019 Education/Training B.A. Geography University of South Florida A.A. Edison State College U.S. Army Engineer School Construction Survey Course Autocad Civil 3D NSPS/ACSM Sponsored Certified Survey Technician, Levels II, III 1-96 16.B.2.c Packet Pg. 676 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 1.866.367.4400 | www.johnsonengineering.com Equal Opportunity/Affirmative Action Employer Serving as the firm’s director of the utilities market group, Mike has 26 years of experience on utility projects. His project experience includes master planning, hydraulic modeling, design of water distribution systems, wastewater collection systems, irrigation systems, and pumping facilities. Prior to joining Johnson Engineering, Mike worked 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 to design, to permitting through construction. He knows how to develop a design that works both in theory and in practice. Relevant Experience ¬ Northeast Service Area WWTP, IQ & Potable Booster Pump Stations, Collier County Utilities - Johnson Engineering is a member of a design-build team that is constructing an interim wastewater treatment plant (WWTP), 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. Johnson Engineering’s role in the project includes 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. ¬ 91st & 92nd Street Water Main Replacement, Collier County - This project consisted of the replacement of approximately 10,000 linear feet of 12” and 8” 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. Johnson provided the survey, design, permitting and bidding service for this project. ¬ Vanderbilt Cul-de-Sacs Water Main Replacement, Collier County - This project consisted of the replacement of approximately 16,000 linear feet of 8” and 4” 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. Johnson provided the survey, design, permitting and bidding service for this project. ¬ Field Data Collection for Collier County - This project consists of providing 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 SCADA information provided by Collier County, flow rates can be determined along with corresponding pressures. Essentially, 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 I/I in the wastewater collection system. ¬ Heritage Bay Master Pump Station for the Collier County - This project consisted of designing a Master Pumps Station capable of conveying a peak flow of approximately 2,700 gpm from the Heritage Bay development and to serve as a re-pump for various stations along the CR 951 corridor in Collier County. ¬ South Conveyance 30” Water Main, Lee County - This project included the design and permitting of 13,000 linear feet of pipeline. This project required FDOT permitting to cross I-75. Multiple design alternatives including directional drilling were prepared before deciding on a jack and bore crossing for I-75. MICHAEL DICKEY, PE Director of Utility Services mdickey@johnsoneng.com 239.461.2455 Years Experience 26 years Education/Training B.S. Civil Engineering (1997), University of South Florida Licensing & Registration Florida Professional Engineer, License No. 60057 Professional Affiliations American Water Works Association 1-97 16.B.2.c Packet Pg. 677 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 1.866.367.4400 | www.johnsonengineering.com Equal Opportunity/Affirmative Action Employer ¬ Priority 1 Water Main Replacement, Bonita Springs Utilities - This project consisted of the replacement of approximately 24,000 linear feet of 12”, 8” and 4” water main in Bonita Springs along various streets located in between Bonita Beach Road and the Imperial River. 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 and class pipe water mains to remain in service during construction. Design also included several directional drills to cross creeks and other environmentally sensitive areas. Project also required close coordination with the City of Bonita Springs who owned and maintained the road rights of way. Johnson Engineering provided the survey, design, and permitting, bidding service and construction administration for this project. ¬ Phase 1 Watermain Replacement and Drainage Improvements, Town of Fort Myers Beach - This project designed and constructed by means of design-build basis and included the replacement of approximately 30,000 feet of water main and the improvement of drainage facilities within the basin based neighborhood, Laguna Shores, and Bay Beach Lane areas on Fort Myers Beach. This project included construction through dense residential, multi-family, large condominium communities and busy commercial areas. Johnson Engineering is providing solutions to meet the challenge of construction through narrow ROWs while maintaining access and appearances during the important tourist season. We provided survey, design, permitting, and construction phase services for this project. Our team has also assisted Cella Molnar & Associates with raising public awareness via internet resources and preconstruction meetings and provided assistance with responding to any concerns raised by residents or businesses. ¬ RSW 24” Water Transmission Line from Fiddlesticks to Old Gladiolus - This project consisted the route analysis, preliminary design, survey, SUE, design, permitting, bidding assistance and construction phase services for approximately 25,000 linear feet of water transmission line from Fiddlesticks to Old Gladiolus. The scope also included design for a 30” directional under US 41 just south of Six Mile Cypress. ¬ Hickory Boulevard Water Main for Bonita Springs Utilities, Inc, Bonita Springs - This project consisted of the design for replacing approximately 12,500 linear feet of 16” water main along Hickory Boulevard in Bonita Springs. Johnson Engineering provided the survey, design, permitting, bidding services and construction phase services. Johnson Engineering also assisted BSU with public awareness by holding block meetings to discuss construction activities and responding to resident concerns. ¬ San Carlos Estates Water Main (Design-Build), Bonita Springs Utilities - This project consisted of the design for replacing approximately 85,000 linear feet of potable water main within the San Carlos Estates subdivision located in Bonita Springs. San Carlos Estates consist of approximately a 1.5 square mile with 900 residential lots. Johnson Engineering was responsible for the design, survey, and permitting and construction administration for this project. The design also included two miles of 24” force main and a directional drill to cross the existing railroad tracks near the Strike Lane and Business 41 intersection. The approximate cost of construction for this project was $3.8 million. 1-98 16.B.2.c Packet Pg. 678 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 1.866.367.4400 | www.johnsonengineering.com Equal Opportunity/Affirmative Action Employer Mark joined Johnson Engineering in 2016 and has more than three decades of experience in the field of surveying throughout Florida. His experience includes projects in Lee, Charlotte, Collier, Hardee, Hendry, Highlands, Okeechobee, Sarasota and Miami-Dade counties. He has performed surveys for the public and private sector of Southwest Florida for many years including, large boundary and topographic surveys, control for aerial photogrammetric and LiDAR on large scale mapping projects, design surveys for both the land development and transportation sectors, mean high water surveys, preparation of legal descriptions and sketches, condominium surveys and exhibits, preparation of plats, as-built and record surveys, various construction survey projects, mapping of jurisdictional wetland lines and route surveys for large scale utility projects. He began his career in the field as a rodman, advancing through the positions of instrument operator, survey crew chief, survey technician, project surveyor and project manager. Mark has worked with a wide range of government agencies and municipalities in providing surveying services including South Florida Water Management District, USDA, National Resource Conservation Service (NRCS), Florida Gulf Coast University, Florida DEP, Lee County, Charlotte County and the City of Fort Myers. He also had been involved in private development projects including Riverwood, Pelican Landing, Magnolia Landing, The Plantation, Hawthorne, the Forum, and Heritage Bay. Relevant Experience ¬ Alico Road, Lee County - Mark was responsible for the project surveyor for an approximately 2-mile four lane design project for Lee County DOT. He researched existing deeds, section corners, older surveys, plats and title information to establish the existing right-of-way of Alico Road, supervised the preparation of a right-of-way map, a control survey and a maintained right-of-way survey for the project, and prepared legal descriptions of parcels for right-of-way takings and for easements required for the project. ¬ Corkscrew Road, South Lee County - Mark was the project surveyor responsible for surveying in support of ongoing engineering design for an approximately 4-mile roadway expansion. He researched existing deeds, section corners, older surveys, plats and title information to establish the existing right-of-way of Corkscrew Road and prepared topographic surveys of the existing conditions along the roadway corridor. ¬ School District of Lee County - Project surveyor for several school sites in support of engineering design, environmental wetlands mapping and transportation design services. Responsible for establishing primary survey control and for the preparation of boundary & topographic survey. Also worked on the analysis and resolution of possible title issues along with reviews of possible encumbrances and easements for each property. ¬ City of Fort Myers Fire Station No. 17 - Project surveyor for proposed Fire Station on a 2.7-acre site located along Six Mile Cypress Parkway. Prepared a boundary & topographic survey in support of site development, and transportation design. ¬ Lee County Utilities Operation Center - Project surveyor for project in support of engineering design and groundwater resources permitting. The project involved reconciling fractional portions of an original GLO section with several adjacent plats. Surveying services also included the coordination and layout and mapping of numerous soil borings and other subsurface exploration excavations. ¬ Shell Point, South Lee County - Mark was the project surveyor for the re-development of portions of the Shell Point Community. He was responsible for the preparation of various legal descriptions for utility easements, conservation areas and development areas. He also reviewed title information and existing surveys for use in re-establishing project boundaries, prepared boundary and topographic surveys in support of engineering design, and provided construction surveying services for layout of new multi-story buildings, utility/drainage infrastructure and roadways. ¬ LMHS Cancer Center Expansion, Fort Myers – Mark was responsible for the preparation of boundary and topographic survey in support of a development order for the center’s expansion and preparation of various legal descriptions for the project limits and proposed utility easements. mhaines@johnsoneng.com 239.461.2417 Years Experience 39 years Licensing & Registration Florida Professional Surveyor & Mapper, License No. LS5312 Education/Training A.A. Pre-engineering (1984), Edison Community College B.S. Surveying & Mapping (1989) University of Florida Professional Affiliations National Society of Professional Surveyors (NSPS) Florida Surveying and Mapping Society (FSMS) MARK HAINES, PSM Professional Surveyor & Mapper 1-99 16.B.2.c Packet Pg. 679 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 1.866.367.4400 | www.johnsonengineering.com Equal Opportunity/Affirmative Action Employer ¬ LMHS Coconut Point, Estero - Mark was responsible for the preparation of boundary and topographic survey in support of a development order for the center’s expansion. He also prepared metes & bounds legal description of the project limits and researched title work to establish locations of existing easements and other encumbrances on the property. ¬ Riverwood Development, Charlotte County - Mark was the project surveyor for more than 15 years. Riverwood is one of the premier planned development communities in Charlotte County. He was responsible for preparation of topographic surveys, and boundary surveys for various subdivisions within the development. ¬ Mean High Water Survey of portions of the Myakka River - Mark was responsible for the preparation and submittal of subdivision plats, construction staking services for infrastructure improvements, construction staking services for housing, and preparation of condominium exhibits. Previous Relevant Experience ¬ Heritage Bay - Residential lot surveys and condominium surveys. ¬ The Quarry - Residential lot surveys and condominium surveys. ¬ LaPlaya Beach Club - Boundary survey of the resort along the Gulf of Mexico. ¬ 111th Avenue (Bluebill) - Topo for road widening US 41 to Gulf Shore Drive. ¬ Picayune Strand - Pumping stations work including topo and road infrastructure, staking and as-builts. ¬ Golden Gate Blvd & Sunshine Blvd Intersection Improvements - Topo and ROW survey for intersection. ¬ Autumn Woods - Residential lot surveys. ¬ Naples Airport - Wetlands mapping. 1-100 16.B.2.c Packet Pg. 680 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 1.866.367.4400 | www.johnsonengineering.com Equal Opportunity/Affirmative Action Employer Vee has 35 years of experience working on FDOT and County transportation projects located in District One, Four and Five, including five years with the Florida Department of Transportation Maintenance and Construction combined. He has worked on a wide variety of transportation improvement projects with varying degrees of complexity as project administrator, contract support specialist and senior lead inspector. Vee currently holds, and is continuing to seek and renew, numerous certifications in the Construction Training Qualification Program (CTQP) qualifications as required by FDOT and FHWA. Vee is director of the CEI team. His extensive experience extends through all facets of roadway and bridge construction, project administration, and inspection in both traditional design-bid-build and design-build. Vee specializes in document control for both quality assurance and quality control testing. His previous experience as a consultant program manager with the Florida Department of Transportation (FDOT) gives him a unique perspective of the bidding process, construction techniques utilized, as well as an understanding of the maintaining agency’s needs. Relevant Experience ¬ Golden Gate Sidewalks at Various Locations (LAP - FPID No. 434990-1-38-01) - Vee served as CEI project administrator for this sidewalk and drainage LAP funded improvement project in Collier County. Vee’s roles include: holding bi-weekly construction meetings, overseeing all aspects of LAP compliance, construction contract oversight, maintaining detailed logs of contract quantities and manpower and reviewing pay applications and contract change orders. Vee was also responsible for FDOT coordination on the project. ¬ Immokalee Road Six-Lane, Collier County - This project consists of new construction of a six-lane urban roadway traversing through existing populated subdivisions. This project also has a low-level critter crossing over the Cocohatchee Canal. This connects the residence of Naples to Immokalee Road for timely ingress and egress along Immokalee Road with turn lane movements, creating a new signalized intersections at Immokalee Road and Oil Well Road, Randall at Immokalee. ¬ County Road 78, Hendry County - Vee served as the project administrator for the construction of approximately one and a half miles of roadway widening, box culvert extension and milling and resurfacing. This project consisted of multiple phases, all funded by FDOT through their SCOP and SCRAP programs. ¬ Estero Boulevard, Lee County - Vee is currently serving as project manager and CEI project administrator for 5 miles of roadway reconstruction. This project includes extensive drainage and utility infrastructure improvements, complex maintenance of traffic schemes, roadway reconstruction, and signalization improvements. Vee’s roles includes holding weekly construction meetings, coordinating verification testing operations, construction contract oversight, maintaining detailed logs of contract quantities and manpower and reviewing and approving all submitted pay applications. ¬ Colonial Boulevard (CR 884) Six Laning from I-75 to SR-82 Capital Improvement Project - This project consisted of 2.62 miles of roadway widening related construction activities, roadway, lighting, signing, and one bridge 500 lineal feet over six-mile slough. ¬ Golden Gate Parkway Project, Naples - This project consists of three new curved steel girder bridges designated as on/off ramps, widening of the existing Golden Gate Parkway Bridge over I-75 from four lanes to six lanes plus one ramp lane, resurfacing of I-75 and Golden Gate Parkway, constructing four each access frontage roads, loweringand reworking north and south bound lanes of I-75 to meet new Federal Standards forbridge clearance and constructing onsite mitigation and drainage systems including anoise wall along south bound I-75. Vee served as assistant project administrator andlead senior bridge and roadway inspector. ¬ Peace River Bridge, Punta Gorda - The I-75 Peace River Bridge Design- Build Project consisted of the construction of a new bridge structure between the existing bridges, replacement of the existing concrete bridge deck and removal of the Northbound I-75 bridge to its entirety, to widen the existing roadway to a six-lane facility. The project included widening of the existing bridge structure over Riverside Drive and Gulf Seminole Railway. Vee served as project administrator for FDOT and FHWA as this project was a pilot design build project with FHWA oversight. JAMES “VEE” LOFTON Director of CEI jlofton@johnsoneng.com 239.461.2406 Years Experience 35 years Licensing & Registration Florida Certified General Contractor, License No. CGC 1517567 Education/Training Edison Community College (1997-1998) Itawamba Community College (1990-1992) FDOT Advanced Work Zone Traffic Control Course Troxler Nuclear Gauge Safety Certification RSO ACI Concrete Field-Testing Technician- Grade I FDOT Asphalt Paving Technician I-II FDOT Density Earthwork Inspection Training FDOT Concrete Field Technician- Level I ACI Concrete Transportation Construction Inspector Level II CTQP: FDOT Qualified Grouting Technician- Level I 1-101 16.B.2.c Packet Pg. 681 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 1.866.367.4400 | www.johnsonengineering.com Equal Opportunity/Affirmative Action Employer Tyler joined Johnson Engineering in 2020 as a landscape designer in the land planning and Landscape Architecture department. His experience ranges from conceptual design and construction drawings to construction oversight on a wide range of projects such as: community design and branding, design of resort-style amenities, park master planning, streetscape design, on private, commercial and government projects. His construction administration experience ranges from developing cost estimates, initial site evaluation, to progress inspections and final project certifications. He has worked closely with communities to develop successful landscape, hardscape, and amenity features. Tyler is also experienced with high-end residential projects providing design services for landscape, hardscape, drainage, lighting, and creation of outdoor spaces. Relevant Experience: ¬ West Bay - Johnson Engineering was contracted to renovate existing amenities of the community and is currently the Civil Engineer and planner of record for the West Bay Club development. Since its original design by JEI, the West Bay clubhouse and amenity areas have undergone several renovations and additions to the Bayhouse pool area, Niblick Golf Clubhouse, and Beach Club. Through successful community leadership, townhall discussions and multidisciplinary collaboration the West Bay Club has achieved a vision generated by the community through resident surveys. Tyler was involved in the Landscape Design for code compliance for newly established Village of Estero code and enhanced landscaping to seamlessly continue the community theme. Unique to this project was designing around existing utilities and site constraints that include the recently renovated Bayhouse building and pool area fitness, and dining buildings, splashpad, grotto as well as the Niblick Golf Clubhouse expansion. Tyler is also responsible for the West Bay Beach Club waterfront property redesign for landscape code and DEP compliance. ¬ First Street Apartments - First Street Apartments is a multifamily development located on the intersection of First and Fowler Street in the Urban Center of Downtown Ft. Myers. Overlapped by the Downtown Historic & Gardner’s Park district, First Street apartment’s location transitions from the downtown urban core to Gardeners Park, a historic neighborhood that offers a charming mix of upscale retail shops, dining, art galleries and historic attractions. Tyler worked closely with the owner, architect, and JEI Civil team to design the 275 unit urban residential apartment complex including 2 unique amenity areas. Phase one of the project consisted of designing a code compliant landscape plan for the City of Fort Myers permitting followed by phase 2 which integrated the permitted landscaping design with enhanced landscape architectural design elements for a complete set of construction plans. Tyler provided landscape, hardscape, irrigation, pool layout, site furnishing, and landscape lighting design for this project. ¬ Lee Health, Coconut Point Medical Village - Our landscape architectural team designed and permitted the site landscaping for a proposed 150,000 square foot medical facility and future 80 bed hospital. We created a lush tropical landscape that extended from the required perimeter buffers of the project and throughout the campus grounds to semi secluded sitting areas and therapy gardens. Our Landscape Team worked closely with the hospitals Architectural team to design and detail the sites hardscape and site furnishings details improving the visual continuity and site aesthetics. Following the selection of a contractor, our LA’s continued to work closely with the design team while providing construction oversight to ensure the final completion of the project. ¬ City of Cape Coral Parks - Tyler is currently involved in the design, cost estimation and site inspections of multiple community park projects for the City of Cape Coral. This includes Crystal Lake, Gator Circle, Oasis Woods, Cultural, Tropicana, Lake Meade, and Sands Park. TYLER RUBLEY Landscape Designer trubley@johnsoneng.com 239.240.9318 Years Experience 10 Years Licensing & Registration Currently Pursuing LA Registration Education/Training Bachelor of Landscape Architecture (2013), Louisiana State University Robert Reich School of Landscape Architecture Professional Affiliations ASLA Member FLASLA Member 1-102 16.B.2.c Packet Pg. 682 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 1.888.367.4400 | www.johnsonengineering.com Equal Opportunity/Affirmative Action Employer Billy has been with Johnson Engineering since 2015. He is a professional engineer and project manager for utility related projects. A South Florida native, he began his career at Johnson Engineering after graduating from Florida Gulf Coast University in 2015. Billy has experience in project management, pump station and pipeline design, FDOT utility coordination and adjustments, hydraulic modeling and calculations, pump selecting, construction administration, plan production, and permitting for clients throughout South Florida. Billy also has extensive experience in pump station data collection and performance analysis for hundreds of pump stations in South Florida. Recently, he has designed and managed various pump station rehabilitation and emergency power resiliency projects for municipal wastewater systems. While most of his experience thus far has been with municipal projects, he has completed various assignments for commercial and residential projects as well. Relevant Experience ¬ Misc. Wastewater Data Collection, Analysis, and Evaluation, Collier County, FL - This project consists of providing ongoing services for Collier County to determine wastewater system pressures and flow conditions. Billy is responsible for the project management, field data collection, coordination and meetings with Collier County Wastewater Collections and Engineering staff, data analysis, and system evaluation. The data and analysis are used to determine connection pressures to size pumps, determine pump station and force main flow capacity, and evaluate system performance to maximum efficiency and determine if systems are prone to inflow and infiltration (I&I) as a result of rainfall. This project is unique in that it utilizes real world collected data as the basis for determining system improvements to ensure facilities are properly sized to accommodate both existing and future wastewater generation. ¬ Priority 1 Water Main Replacement, Bonita Springs Utilities, FL - This project consisted of the design, permitting, bidding, and construction of approximately 24,000 linear feet of 12”, 8”, and 4” water main replacement located along various streets in the Bonita Springs “State Streets” residential area. This project required the design of the new water main alignment within the congested right of way while minimizing impacts to the existing residents and community and maintaining the existing asbestos cement and class pipe water system service during construction. This project also included the design of multiple horizontal directional drills to cross beneath creeks and other environmentally sensitive areas, and coordination with the City of Bonita Springs to avoid conflicts with other planned improvements ¬ State Road No. 45 Water Main Relocation, Collier County, FL - Billy is the Engineer Intern under the Engineer of Record for the relocation of approximately 2,100 feet of water main to avoid conflicts with FDOT stormwater and sidewalk improvements along S.R. 45 (U.S. 41). Billy’s role in this project was to coordinate this work with FDOT and Collier County, provide red-green-brown plans and a utility work schedule, produce construction plans, and provide quantity/construction cost estimates and technical specifications. ¬ Ben Hill Griffin/Alico Force Main, Potable Water Main and Reuse Main, Lee County - This project included the hydraulic analysis, design, permitting, bidding and construction phase services for a proposed force main that falls within the Three Oaks Wastewater Treatment Plant (WWTP) service area. The initial hydraulic analysis included the development of a unique approach to calibration that involved statistical analysis of the collected data. Over 14 million data points were collected and analyzed. The modeling effort led to a proposed force main design along Ben Hill Griffin Parkway and Alico Road totaling approximately 3.4 miles of 16” and 12” force main. The proposed force main will supplement the existing served parcels with extra capacity and extend along Alico Road for future connections. In addition, this project included the design and permitting for a proposed 36” Potable water Main and 12” Reuse Main for approximately 9,400 linear feet. The water and reuse mains were designed in conjunction with the Roadway Widening of Alico Road. The reuse main was determined to not be needed/constructed at this time. ¬ Southwest 6 & 7 Utility Extension, Cape Coral, FL - Billy is the E.I. under the Engineer of Record for Areas 1 and 2 and part of the inspection team for Areas 1, 2, 9 and 10. The four areas combined entail the installation of approximately 16.2 miles of gravity sewer, 17.4 miles of water main, 18.7 miles of irrigation main, 3.7 miles of force main and replacing 2.4 miles of storm culverts. Along with the tremendous amount of pipe that is being installed, a unique feature about this project is coordination with the endangered species within the area. BILLY SAUM, PE Engineer/Permitting wsaum@johnsoneng.com 239.461.2414 Years Experience 8 years Education/Training B.S. Environmental Engineering (2015), Florida Gulf Coast University Licensing & Registration Florida Professional Engineer, License No. 88659 1-10316.B.2.c Packet Pg. 683 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 1.866.367.4400 | www.johnsonengineering.com Equal Opportunity/Affirmative Action Employer Mike joined Johnson Engineering as a survey technician in 2006 and has worked on large scale projects including the United States Sugar Corporation boundary survey, United States Sugar Railroad corridor map, Cape Coral Utility expansion project, and a variety of projects for Florida Power & Light. He has provided clients with various surveys including boundary, topographic, hydrographic and bathometric along with providing legal descriptions, area & volume calculations, performed deed research and establish right of ways. He has done design work on a wide range of utility and construction projects in Lee County including Daniels Force Main Extension and Green Meadows Proposed Roadway & Utility Design. Mike also coordinated the data collection and completed the Corkscrew and Pinewood Well Field Catalog Books for Lee County Utilities. Mike has also worked on bridge, sidewalk and utility replacement projects in Charlotte County that include construction plans for utilities for Gasparilla Island Bridge Authority, Year 3 Sidewalks and box culvert design and replacement plans along County Road 74 (Bermont Road). Design Experience ¬ Wiggins Pass Water Main Replacement, Collier County – As designer, Mike worked on the replacement of approximately 8,000 linear feet of 12”, 8” and 4” water main in Collier County along Wiggins Pass Road and residential side streets in between Vanderbilt Drive and US41. Key design elements included identifying an alignment within the congested Wiggins Pass right of way and residential rights of way to minimize impacts to the existing residents and would allow for the community sidewalk to remain open during construction. Design included several directional drills to cross Vanderbilt Drive and other environmentally sensitive areas and to minimize sidewalk closures. Johnson Engineering provided the survey, design, directional drill calculations, permitting, bidding service and construction administration for this project. ¬ 91st & 92nd Water Main Replacement, Naples - As designer, Mike worked on the replacement of approximately 10,000 linear feet of 12” and 8” 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. ¬ Cape Coral Utility Expansion Project, Lee County - Mike was responsible for topographic data collection of existing roadway conditions over approximately 150 miles, organizing deliverable 3D Cad drawing, field data and schedule field crews, recreating plats and established right-of-ways based upon field located monumentation and geo-referenced entire project to state plane coordinates. ¬ Priority 1 Water Main Replacement, Bonita Springs Utilities - As designer, Mike worked on the replacement of approximately 24,000 linear feet of 12”, 8” and 4” water main in Bonita Springs along various streets located in between Bonita Beach Road and the Imperial River. 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 and class pipe water mains to remain in service during construction. Design also included several directional drills to cross creeks and other environmentally sensitive areas. Project also required close coordination with the City of Bonita Springs who owned and maintained the road rights of way. Johnson Engineering provided the survey, design, and permitting, bidding service and construction administration for this project. ¬ Hickory Boulevard Water Main for Bonita Springs Utilities, Inc, Bonita Springs - As designer, Mike worked on the design for replacing approximately 12,500 linear feet of 16” water main along Hickory Boulevard in Bonita Springs. Johnson Engineering provided the survey, design, permitting, bidding services and construction phase services. Johnson Engineering also assisted BSU with public awareness by holding block meetings to discuss construction activities and responding to resident concerns. MICHAEL TISEO Designer mtiseo@johnsoneng.com 239.461.3390 Years Experience 24 years Education/Training A.A. Oakland Community College AutoCAD Civil 3D 1-104 16.B.2.c Packet Pg. 684 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Summary of Capabilities Roadway, Corridor and Bridge Studies Geotechnical Engineering Project Management Deep Foundation Evaluation Embankment Design Construction Monitoring Land Subsidence Investigations Mine Tailings and Dredge Material Disposal Planning Years of Experience With Tierra: 17 Years With Other Firms: 18 Years Education BS, Civil Engineering, University of South Florida, 1987 Professional Organizations/Registrations Florida Professional Engineer, No. 47673 American Society of Highway Engineers LARRY P. MOORE, P.E. Principal Geotechnical Engineer Mr. Moore brings has more than 35 years of geotechnical experience in the design of roadway and bridge projects throughout the State of Florida including serving as the Geotechnical Design Project Manager for numerous FDOT Design-Bid-Build and Design-Build projects in Districts 1, 2, 3, 4, 5, 7 and Florida’s Turnpike Enterprise. He has also provided similar type services for many municipalities in the State. Mr. Moore’s experience includes serving as the Geotechnical Engineer on more than 100 FDOT bridges with foundations ranging from driven concrete and steel piles to 9-foot diameter drilled shafts. Additionally, he has managed pile and drilled shaft load test programs as well as sonic/PIT testing to estimate pile lengths for unknown bridge foundations for numerous bridge projects throughout the State of Florida. Relevant Project Experience Goodlette-Frank Stormwater & Ditch Improvements (Section B) Collier County, FL – Mr. Moore provided design support and project oversight for the improvements on this project which consisted of reconstruction of the ditch slopes to the Goodlette-Frank Stormwater Management Conveyance Ditch from approximately 1400 feet south of the intersection with Orange Blossom Drive to Vanderbilt Road in Collier County. The improvements to the ditch slopes were to include surface erosion protection, secondary reinforcement and compaction preventing surficial sloughing. Tierra services included subsurface investigations, laboratory testing and geotechnical recommendations to support the design. SR 82 from Alabama Road to South of Homestead Road, Lee County – Mr. Moore provided design support and project oversight for the design improvements which included reconstructing the existing SR 82 from an undivided two-lane rural section to a divided four-lane suburban roadway and eventual divided six-lane suburban section. Tierra services included subsurface investigations, laboratory testing and geotechnical recommendations to support the design. SR 45 (US 41) from South of Dunruss Creek to South of Gulf Park Drive, Collier County – – Mr. Moore provided design support and project oversight for the design improvements which include resurfacing and rehabilitation of this roadway including signalization structures. Tierra services included subsurface investigations, laboratory testing and geotechnical recommendations to support the design. I-75 (Design/Build) from North of Golden Gate Parkway in Collier County to South of SR 80 in Lee County, FDOT D- I. Mr. Moore was the Geotechnical Project Manager of Segments B and E of the I-75 Design Build Finance project, which included I-75 from South of Bonita Beach Road to South of Corkscrew Road and I-75 from North of Daniels Parkway to South of Colonial Boulevard. The improvements consisted of widening the existing project alignment and associated bridges to the median. The typical section was comprised of a six-lane interstate highway with median and travel lanes. I-4 from US 98 to East of CR 557 and from CR 557 to the Osceola County Line (Design/Build), Polk County, FDOT D-I. Geotechnical Engineer of Record. Mr. Moore managed the geotechnical design and construction of the widening of I-4 from a four-lane section to a six-lane section. Mr. Moore managed both the geotechnical design and the construction phase activities. The project included eight bridge locations. 1-10516.B.2.c Packet Pg. 685 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Larry Moore, P.E. Page 2 of 2 I-4 Ultimate widening of I-4 from Kirkman Road to east of SR 434 (P3/Design/Build), Orange and Seminole Counties- FDOT D- 5.Geotechnical Project Manager responsible for the geotechnical design and geotechnical construction activities for more than 20 miles of I-4 through downtown Orlando. The project includes more than 100 bridge structures primarily supported by driven piling. During design, Mr. Moore managed a team of more than twenty geotechnical engineers and more than 40 geotechnical drillers and technicians to generate the geotechnical design documents and plans sheets to support the design of the project. During construction, Mr. Moore managed a team of more than 15 geotechnical engineers for concurrence of pile driving criteria and production pile lengths along with generation of foundation certification letters for each foundation component. Ernest Lyons Bridge (Design/Build), Martin County - FDOT D-4. Geotechnical Project Manager for bridge crossing of Florida’s Intracoastal Waterway in Stuart, Florida. The bridge was founded on driven 24-inch concrete piles. Mr. Moore was responsible for the geotechnical design activities along with the concurrence of pile driving criteria and production pile lengths and generation of foundation certification letters. Pinellas Bayway Structure E over Intracoastal Waterway (Design/Build), Pinellas County-FDOT D-7. Geotechnical Project Manager and Geotechnical Engineer of Record for the design and construction of a new Structure E Bridge over the Boca Ciega Intercoastal waterway. The existing Structure E bridge was a bascule bridge which was replaced with a new two-lane 17 span bridge that was constructed on a new alignment to the east of the existing bridge. The project also included a new roundabout along the bridge approach along with bike lanes, a shared use path and seawall replacements. The replacement bridge was founded on 24 and 30 inch driven concrete piles. Ringling Bridge Replacement (Design-Build), Sarasota County, FL - FDOT D-1. Geotechnical Design and Geotechnical Construction Project Manager. Ringling Bridge is an eleven span 3000 linear foot bridge over the Intercoastal Waterway (Sarasota Bay). Bridge foundations included 4-foot and 9-foot diameter drilled shafts. Falsework for the bridge includes steel pipe piles monitored with Pile Driving Analyzer (PDA). Mr. Moore was the geotechnical engineer of record on this project, managing drilled shaft pilot hole borings, drilled shaft design and managing drilled shaft inspection including cross-hole sonic logging (CSL), soil excavation, rock excavation, shaft cleanliness, reinforcement cage and concrete placement. Mid-Bay Bridge Connector Phases II and III, FDOT District 3, Okaloosa County, Florida. Mr. Moore managed the geotechnical design and construction phase load test programs, including Pile Driving Analyzer (PDA) testing. The Mid-Bay Bridge Connector Phase II and III, consists of a limited access toll facility connecting the existing Mid-Bay Bridge to SR 85 bypassing the City of Niceville. The overall length of the project is approximately 8.3 miles and includes an additional 5.8 miles of ramps and connector road improvements. The project alignment for Phases II and III is located primarily on property owned by Eglin Air Force Base. The project consisted of the design and construction of a two-lane rural road (4-lane ultimate), a tolling facility, three (3) interchange/bridge structures at Range Road, SR 285 and SR 85 and five (5) bridge structures located at Rocky Bayou, East Turkey Creek, Swift Creek, Fox Head Branch and Mill Creek. Upper Manatee River Road from North of SR 64 to Fort Hamer Bridge, Manatee County – Geotechnical Engineer of Record: The project consisted of the reconstruction of Upper Manatee River Road from North of SR 64 to Fort Hamer Bridge in Manatee County. The proposed construction will create a four-lane divided urban facility with bike lanes and sidewalks along each side of the roadway. Stormwater ponds, retaining walls, box culvert improvements and signalization improvements were also proposed as part of this project. Larry provided geotechnical input to the design team to assist in the design of the proposed roadway and drainage improvements. SR 684 (Cortez Road) from SR 789 (Gulf Drive) to 123rd Street West and over Anna Maria Sound, Manatee County, FL- Senior Geotechnical Engineer: This project included the design and construction of a new high-level fixed bridge along Cortez Road over Anna Maria Sound to replace the existing Cortez Bridge which was an undivided, two-lane low level bascule bridge with an approximate length of 2300 feet. The new bridge was to be constructed north of the existing bridge. Responsible for providing geotechnical engineering support to the design team. Beckett Bridge Replacement, Pinellas County, - Senior Geotechnical Engineer: This project included the replacement of the historic Beckett Bridge which spans the Whitcomb Bayou/Minetta Branch of the Anclote River in Pinellas County. Due to numerous issues over the years, Beckett Bridge is considered functionally obsolete. Tierra provided geotechnical services as part of the PD&E study of the bridge and subsequently provided final design geotechnical investigations and recommendations for the replacement structure, which was approximately 400 feet long. Responsible for providing geotechnical engineering support to the design team. 1-10616.B.2.c Packet Pg. 686 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Summary of Capabilities Geotechnical Engineering Structural Engineering Structural Damage Evaluations Structural and Geotechnical Analysis Project Management Numerical Modeling of Soft Soil Embankments Numerical Modeling of Soil-Structure Interaction Years of Experience With Tierra: 10 Years With Other Firms: 1 Year Education B.S., Civil Engineering, University of South Florida, 2011 Professional Organizations/Registrations/Awards American Society of Civil Engineers American Concrete Institute Phi Beta Kappa Honor Society Thomas E. Musgrave, P.E. Geotechnical Engineer Mr. Musgrave has worked in the field of Structural and Geotechnical Engineering for more than 11 years, starting as an intern and gaining experience in structural damage assessment, structural analysis, ground subsidence, water intrusion, roof inspection, cause and origin forensic investigation, and soils and materials testing. His experience includes working on structural forensic investigations as well as FDOT roadway projects, subsidence investigations, structural bridge analysis, pavement evaluation, MSE wall analysis, corrosion testing and research. He has performed FDOT projects for Districts I, V, VII and the Florida’s Turnpike Enterprise. Mr. Musgrave also has extensive experience in structural testing including GPR evaluation of concrete and steel reinforcement. Relevant Project Experience Green Bridge over Manatee River, FDOT District 1, Manatee County, Florida: The Green Bridge over the Manatee River was classified as scour critical as part of the Unknown Foundations study previously conducted by the FDOT. The project consisted of evaluating the existing bridge structure foundations utilizing Non-Destructive Testing (NDT) methods to assist in estimating pile foundation embedment depths. Tierra provided operational support and logistical services for the NDT program. City of Fort Myers Country Club Pedestrian Bridges, Lee County, Florida: The project consisted of replacing existing pedestrian bridges within the City of Fort Myers Country Club Golf Course. Tom evaluated foundation criteria and performed engineering analyses to develop preliminary design recommendations for the foundation alternatives associated with the proposed bridge structures. Bridge Abutment Concrete Foundation Testing, Pinellas County, Florida: The project consisted of limited geotechnical and materials evaluation of the existing bridge abutment shallow foundation system supporting the precast bridge deck crossing the drainage ditch located adjacent to 95th Street in Pinellas County. Tierra utilized a combination of non-destructive testing (GPR) and destructive testing methods as well as soil borings/probes to estimate the as-built size, shape, and embedment of the existing lower foundation, soil bearing capacity, typical reinforcing steel locations within exposed portions of the abutment footing and estimated compressive strength of the existing concrete within the lower abutment section. Vanderbilt Beach Road at Logan Boulevard Intersection Improvements, Collier County, Florida: The project consisted of intersection improvements including the addition of four (4) mast arm signal pole structures, roadway widening, and the addition of turning lanes at Vanderbilt Beach Road and Logan Boulevard in Collier County. Tierra provided geotechnical and pavement coring services to support the project improvements. Vanderbilt Beach Road Bicycle Lane Improvements, Collier County, Florida: The project consisted of the design and construction of 5-foot bike lanes on both sides of CR 862 (Vanderbilt Beach Road) from CR 901 (Vanderbilt Drive) to Gulf Pavilion Drive in Collier County. The improvements consisted of approximately 3,560 lineal feet of paved shoulder in each direction of the existing alignment from Vanderbilt Drive to Gulf Pavilion Drive. Tierra provided geotechnical engineering services concerning the existing pavement section, base and sub-base conditions along the subject roadway as well as the subsurface conditions adjacent to the existing roadway. 1-10716.B.2.c Packet Pg. 687 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Thomas Musgrave, P.E. Page 2 of 2 SR 684 (Cortez Road) from SR 789 (Gulf Drive) to 123rd Street West, FDOT District 1, Manatee County, Geotechnical Engineer: The project consists of the proposed replacement of the existing Cortez Bridge (Bridge No. 130006) over Anna Maria Sound in Manatee County. The limits of the improvements to SR 684 (Cortez Road) are from SR 789 (Gulf Drive) to 123rd Street West (MP 0.00 to MP 0.912). The proposed replacement bridge is planned to be a high-level fixed bridge with associated roadway and drainage improvements. The existing Cortez Bridge will be demolished following the construction of the replacement bridge. Tierra provided geotechnical input to the design team to assist in the design of the proposed bridge, roadway and pond improvements. SR 29 from SR 82 to Hendry County Line, FDOT District 1, Collier County, Geotechnical Engineer: The project consisted of preparing construction plans to widen/improve SR 29 from its intersection with SR 82 to the Hendry County Line in Collier County. The proposed widening/improvements consisted of milling and resurfacing of the existing SR 29 roadway and adding an additional two lanes in the southbound direction. Linear drainage swales were proposed along the west side of the southbound embankment. Tierra provided geotechnical input to the design team to assist in the design of the SR 29 widening. SR 82 from Homestead Road to Hendry County Line, FDOT District 1, Lee County, Geotechnical Engineer Intern: The project consisted of widening/improving approximately 3 miles of SR 82 from west of Homestead Road to the Hendry County Line in Lee County. The improvements included reconstruction of the SR 82 alignment from an undivided two-lane rural section to a four-lane divided suburban section. Tierra provided geotechnical input to the design team to assist in the design of the roadway improvements and linear stormwater ponds/swales. SR 64 (Manatee Avenue) from SR 789 to Anna Maria Sound Boulevard, FDOT District 1, Manatee County, Geotechnical Engineer: The project consists of the proposed replacement of the Anna Maria Island Bridge (SR 64/Manatee Avenue Bridge over Anna Maria Sound). The new high-level fixed-bridge will be constructed to the south of the existing bridge and provide 65 feet of vertical navigational clearance and 100 feet of horizontal clearance between fenders. The limits of roadway improvements to SR 64 will be from SR 789 to approximately 700 feet east of Martinique Drive. The existing Anna Maria Island Bridge will be demolished following the construction of the replacement bridge. Tierra provided geotechnical input to the design team to assist in the design of the proposed bridge, roadway and pond improvements. Additional Project Experience Tiger IX Grant (Immokalee Complete Streets) Design Criteria, Collier County Culvert Crossing of Canal along SR 29 into the Kaicasa Development, Collier County Lake Trafford Sidewalk and Bicycle Lanes, Collier County Sunshine Boulevard from 17th Avenue SW to Green Boulevard, Collier County Collier Sheriff Operations Substation, Marco Island, Collier County 111th Avenue North Bike Lanes, Collier County Immokalee Seminole Indian Reservation, Koowachobee Trail Lighting, Collie County Ft. Myers Country Club Pedestrian Bridges, Lee County Alico Road Widening from East of Ben Hill Griffin Parkway to Airport Haul Road, Lee County Alico Road to SR 82 Connector, Lee County Corkscrew Road Widening from Ben Hill Griffin Parkway to Alico Road, Lee County Joel Boulevard Resurfacing, Lee County McGregor Boulevard Milling and Resurfacing, Lee County North Lee County Wellfield Expansion, Lee County Big Carlos Pass PD&E, Lee County Brantley Canal Improvements, Lee County East Ventura Avenue Milling and Resurfacing, Hendry County Design and Permitting of Safety Improvements on CR 833, CR 835 and CR 846, Hendry County Fort Denaud Road from Fort Denaud Bridge Way to Huggetts Road Resurfacing, Hendry County WC Owen Avenue from Georgia Avenue to US 27, Hendry County 1-10816.B.2.c Packet Pg. 688 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Collier County | Design Services for Goodlette Frank Rd. – Vanderbilt Beach Rd. to Immokalee Rd. | RPS No. 23-8164 | 2-1 2 Certiﬁ ed MBE 2 This section highlights KCA’s commitment to using small and minority businesses on its project teams and reﬂ ects our commitment to internal diversity as well as our commitment to utilization of Florida W/MBEs and DBEs. Commitment to Internal Diversity KCA recruits and promotes on an equal basis, regardless of race, color, religion, sex, sexual orientation, national origin, age, marital status, handicap/disability, or veteran status. KCA’s corporate policy on equal employment opportunity and affi rmative action is considered fundamental to the operation. KCA has an established corporate philosophy which promotes fair and equitable consideration and utilization of small and minority-owned subcontractors, suppliers, or vendors, in support of all of our company programs. As of December 2021, at KCA: »Women make up 20% of total workforce »Minorities account for 19% of total workforce Commitment to Utilization of MBE Firms KCA’s dedication to MBE/DBE utilization was recognized by FDOT with the Florida Institute of Consultant Engineers award for highest DBE usage. We have developed and continually promote company policy initiatives that demonstrate the company’s support for awarding contracts and subcontracts to MBE businesses, including working with state programs that help develop opportunities to work with MBE businesses. MBE/DBE/SBE UTILIZATION KCA strives to build long-term relationships with MBE/ DBE/SBE ﬁ rms through our work in the engineering industry. We make every eff ort to meet or exceed established MBE/DBE/SBE usage goals on each project we undertake. Our proposed subconsultants Capital and Tierra are State of Florida MBE/DBE-certiﬁ ed ﬁ rms. KCA received a commendation letter from FDOT for achieving a 2022-2023 DBE utilization grade of B+ for 10.04% DBE participation. Florida Unified Certification Program Disadvantaged Business Enterprise (DBE) Certificate of Eligibility CAPITAL CONSULTING SOLUTIONS LLC MEETS THE REQUIREMENTS OF 49 CFR, PART 26 APPROVED NAICS CODES: 238990, 541330, 541340, 541990 Samuel Febres (Sammy) DBE & Small Business Development Manager Florida Department of Transportation Minority Business Certification Tierra, Inc. 08/30/2021 08/30/2023 16.B.2.c Packet Pg. 689 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Collier County | Design Services for Goodlette Frank Rd. – Vanderbilt Beach Rd. to Immokalee Rd. | RPS No. 23-8164 | 3-1 3 Past PERFORMANCE 3 KCA provides professional structures and roadway design engineering services to a wide variety of clients, including county governments, municipalities, DOTs, water management districts, and other organizations. Our professionals routinely serve as extensions of local government and FDOT staff , working in the agencies’ offi ces and providing on-site assistance. We carefully selected the projects/references listed in this section due to their direct relevancy to the County’s Goodlette Frank Rd. from Vanderbilt Beach Rd. to Immokalee Rd. Design project. These projects (within the last ﬁ ve years) involved bridge replacements, roadway widening, intersection and/or access management design, safety and multi-modal improvements, drainage design, utility coordination/ SUE, environmental/permitting, traffi c/signals/ S&PM, geotechnical, surveying/mapping, and public involvement services. Several of the similar projects listed on the following pages also included structures design, PD&E tasks, and R/W acquisition. KCA recognizes the County reserves the right to evaluate our past performance and prior dealings with Collier County as part of their experience criteria. References Form No. 5 (Reference Questionnaires) are included at the end of this section. KCA Relevant Project Examples The following projects are examples of KCA’s relevant experience encompassing many of the disciplines listed in the County’s RPS. KCA has a long list of clients that continue to select us as their consultant of choice. Our record of performance and professional accomplishments have developed through the years by providing a wide range of assignments with very few change orders. VANDERBILT DRIVE BRIDGE REPLACEMENTS, COLLIER COUNTY, FL KCA was selected by Collier County for the Vanderbilt Drive Bridge Replacements project to replace two functionally obsolete bridges located on Vanderbilt Drive and resurfacing/reconstructing the roadway between the two bridges. Additional improvements included a shared-use path along the west side of the road within the project limits, access to an existing canoe launch at Little Horse Pass, and roadway proﬁ le modiﬁ cations to improve stopping sight distance at the intersection of Vanderbilt Drive and entrance into the Marina Bay Club condominiums. The project began approximately 0.7 miles north of CR 846 and ends at the south approach to the bridge over the Cocohatchee River. The new bridges consist of a four-sided box culvert and a single- span Florida I-Beam Bridge. Maintaining traffi c during construction and relocating public utilities to enable continuous service was critical. KCA provided roadway and structural design, pavement design, traffi c control plans, S&PM, utility relocation design, utility coordination, drainage, and environmental permitting services. Client Reference Collier County Anthony Stolts, PE, PM 239.252.5835 AnthonyStolts@colliergov.net Project Cost $5.4 million (design fees) Completion Date May 2018 Relevancy to 16th Street NE Bridge »Collier County project »Bridge replacement »Pedestrian facilities »Roadway modiﬁ cations »Intersection improvements »MOT design BIG CARLOS PASS BRIDGE REPLACEMENT, PD&E AND DESIGN, LEE COUNTY, FL The existing bridge over the Big Carlos Pass provides connection between Fort Myers Beach and Lovers Key State Park and is a single leaf bascule bridge with a horizontal clearance of 50 feet and a vertical clearance (when closed) of 24 feet 6 inches at the main channel and a total bridge length of 1,688 feet. This project involved overlapping the PD&E Study with the ﬁ nal design so the overall timeframe for the complete project delivery was shortened signiﬁ cantly. While the overlapping of PD&E and design shortened the project schedule, the sudden development of COVID-19 lengthened the total schedule. Vanderbilt Drive Bridge Replacement (constructed) 16.B.2.c Packet Pg. 690 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 3-2 This also required the entire team to make adjustments as the traditional way of doing business was rapidly evolving. The PD&E study considered both rehabilitation and replacement options as well as movable and high-level ﬁ xed bridge alternatives. The study was conducted in accordance with NEPA requirements to develop the purpose and need for the project and to determine the environmental class of action following the FDOT PD&E Manual and using the Effi cient Transportation Decision Making (ETDM) process. Ultimately, a bridge replacement with a high-level ﬁ xed bridge was the selected alternative to move forward to ﬁ nal design. The KCA team led the public involvement process through the challenging 2020 year, navigating lockdowns and ever-changing requirements due to the COVID-19 restrictions. One of the signiﬁ cant outcomes from the public involvement process was the addition of a ﬁ shing pier that was integrated with the foundations of the bridge replacement. This value-added addition to the project will allow the County to take what was initially viewed as a loss of recreation due to the high-level bridge and turn public opinion around to view the project as a huge community asset. The alternate selected for the ﬁ nal design was a high-level structure consisting of one span of 173 feet and 13 161-foot spans for an overall bridge length of approximately 2,266 feet. The superstructure includes an 8.5-inch concrete deck with eight Florida I-Beam 78 supported on end bents and hammer head piers. Optimized footings with 24-inch prestressed concrete piles are utilized for vessel collision. Big Carlos Pass is an extremely active coastal environment that required detailed scour and wave analysis, which was included in the ﬁ nal design of the piers. The navigation channel was shifted approximately 300 feet to allow the new proﬁ le to tie back to grade with only minimal impact to the adjacent condominium entrances. Multi-modal attributes to accommodate pedestrians, bicyclists, and the local LeeTran trolley system were incorporated into the project. The KCA team conducted the environmental and structural analyses, led public involvement/information meetings, obtained and analyzed traffi c data, developed conceptual design plans, coordinated with utility agency owners (UAOs), eliminated potential R/W impacts, and developed cost estimates. Client Reference Lee County Thomas Marquardt, PM 239.533.8530 TMarquardt@leegov.com Project Cost $2.3 million (design fees) Completion Date May 2022 Relevancy to 16th Street NE Bridge »Local municipal project »Bridge replacement »Marine traffi c »Coastal environment »Extensive public involvement »Environmental and permitting agency coordination »All design disciplines TANGLEWOOD/BAYOU GRANDE BRIDGE REPLACEMENT, CITY OF ST. PETERSBURG, FL This project consisted of the replacement of the existing Tanglewood Bridge servicing Bayou Grande Boulevard northeast over Tanglewood Canal in Pinellas County, FL. The 67-year-old bridge exceeded its expected service life and was experiencing ongoing deterioration. This bridge was posted for load restrictions due to its condition. As a result, the City of St. Petersburg slated this structure for replacement. Under KCA’s Transportation, Stormwater Management, and Bridge Inspection Contract with the City, KCA performed all structures, roadway, and drainage design for the project. Due to the bridge replacement taking place over navigable waters, environmental services and permitting eff orts were completed in house, including seagrass surveys, U.S. Coast Guard (USCG) involvement, and public involvement. This bridge provides the only access to Tanglewood neighborhood. Big Carlos Pass Bridge Replacement (rendering) Public Hearing for Big Carlos Pass Bridge Replacement 16.B.2.c Packet Pg. 691 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 3-3 As a result, the bridge replacement included a phased construction sequence to maintain resident access and utility operation throughout all phases of construction. Innovative solutions were implemented to minimize noise and vibrations in this residential neighborhood. Client Reference City of St. Petersburg Ziba Mohammadi, PE, PTOE, CBI 727.892.5302 ziba.mohammadi@stpete.org Project Cost $634,044 (design fees) Completion Date June 2021 Relevancy to 16th Street NE Bridge »Local municipal project »Bridge replacement »Lap project »Marine traffi c »Coastal environment »Environmental/permitting »Extensive TTC design »All design disciplines MAYDELL DRIVE OVER PALM RIVER BRIDGE REPLACEMENT, PD&E AND DESIGN, HILLSBOROUGH COUNTY, FL This Hillsborough County/FDOT District Seven LAP project consisted of replacing the existing 616-foot bridge, reconstructing the roadway approaches, and providing pedestrian connectivity. This structurally deﬁ cient bridge has been closed to vehicular and pedestrian traffi c for several years. The replacement bridge consists of six 90-foot spans resulting in a total bridge length of 630 feet. The bridge has 36-inch Florida-I Beams which are supported by pile bents and riprap protection was provided at the sloped abutments. The adjacent roadway was reconstructed and a combination open/ closed drainage system was provided to accommodate the slightly raised proﬁ le. The 10-foot-wide sidewalk on the bridge connects back to existing sidewalks north and south of the project; however, this wide sidewalk is designed to eventually accommodate the Hillsborough County Trails Master Plan. The KCA team provided a PD&E study, ﬁ nal design plans, speciﬁ cations, and construction phase support for this project. Extensive permitting eff orts were also provided for the USCG Bridge Permit, SWFWMD Permit, USACE Permits (including a 408 Permit) and a Tampa Port Authority Sovereign Submerged Lands (SSL) Easement. Seeking an accelerated design schedule, KCA guided the County through the Statewide Acceleration Transformation (SWAT) process. Client Reference Hillsborough County Manny Santos, EI 813.307.1921 SantosM@HillsboroughCounty.org Project Cost $1.59 million (design fees) Completion Date May 2021 Relevancy to 16th Street NE Bridge »Municipal project »Bridge replacement »LAP project »Same team members »Multi-modal improvements »Roadway design »Signal design »Livability improvements SUGARLOAF BOULEVARD BRIDGE REPLACEMENT, MONROE COUNTY, FL This project consisted of the replacement of the existing Sugarloaf Boulevard Bridge over Sugarloaf Canal. The existing bridge is a three-span AASHTO beam bridge founded on pile bents that serves as the only vehicular route for residents that live on the south side of Sugarloaf Key. The existing superstructure and substructure was in poor condition as a result of the structure’s age and the extremely aggressive environment present at the bridge site. Monroe County tasked KCA to design a single-span bridge replacement, which eliminated the need for pile bents in the water and reduce future maintenance costs. The bridge spans 96 feet and services two 11-foot lanes with 2.5-foot outside shoulders and a 5-foot sidewalk for pedestrian connectivity. Approximately 400 feet of roadway reconstruction was required to tie in the replacement bridge with the existing roadway typical section. Special preference was given to corrosion resistant materials and special concrete mix designs to ensure this bridge replacement achieves the full 75-year design life while being subjected to the harsh local MOT, S&PM, and drainage design as well as environmental/ permitting services and public involvement for the project. Tanglewood/Bayou Grande Bridge Replacement (existing) Maydell Drive Bridge Replacement (constructed) 16.B.2.c Packet Pg. 692 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 3-4 Client Reference Monroe County Engineering, Judith Clarke, PE 305.295.4329 clarke-judith@monroecounty-ﬂ .gov Project Cost $2 million (replacement) $2.4 million (raised bridge) Completion Date August 2020 Relevancy to 16th Street NE Bridge »Municipal project »Bridge replacement »LAP project »Structural »Roadway/MOT »Historical evaluation »Permitting »Coastal engineering »Utility coordination »Public involvement BIMINI, HARBOUR, AND SEAVIEW DRIVE BRIDGE REPLACEMENTS, MONROE COUNTY, FL KCA is providing structures, drainage, and roadway design; environmental assessment and permitting; utility coordination; and public involvement services for the Bimini Drive Bridge (No. 904603) Replacement, Harbour Drive Bridge (No. 904604) Replacement, and Seaview Drive Bridge (No. 904606) Replacement projects. These bridges are three of four historic Duck Key bridges, requiring evaluation under the National Historic Preservation Act (NHPA). KCA led the Section 106 (NHPA) process to a successful conclusion, obtaining a Memorandum of Agreement (MOA) for all four historic bridges. Tasks include assessment of wetland, seagrass, coral, and protected species impacts resulting from the proposed structure replacement as well as coordination with federal and state resource and regulatory agencies. Additional tasks include obtaining USACE 404 dredge and ﬁ ll permit, USCG Bridge Permit, FDEP NPDES permit, and SFWMD Environmental Resource Permit (ERP). These bridges provide the only access to the Island of Duck Key. As a result, the bridge replacements included a phased construction sequence to maintain resident access and utility operation throughout all phases of construction. Innovative solutions were implemented to minimize noise and vibrations in this residential neighborhood. To maintain the existing vertical clearance as well as maintain the existing roadway grade, custom beams were designed to provide the speciﬁ c vertical proﬁ le required to match the existing geometry. Careful planning was required to ensure the construction phasing was feasible given the limited R/W at the project location. Client Reference Monroe County Engineering, Judith Clarke, PE 305.295.4329 clarke-judith@monroecounty-ﬂ .gov Project Cost $3.2 million Completion Date 2018; Ongoing (Bimini Drive Under Construction, Harbour and Seaview Design Phase) Relevancy to 16th Street NE Bridge »Municipal project »Bridge replacement »LAP project »Structural »Roadway/MOT »Coastal engineering »Drainage design »Public involvement »Utility coordination »Environmental/permitting »S&PM CARD SOUND ROAD BRIDGE REPAIR, MONROE COUNTY, FL This project consisted of a design development report, load rating, and bridge repair plans for the Card Sound high-level bridge. The bridge was experiencing extensive substructure deterioration and steel paint system failure. The repair plans included deck repair, cathodic protection Sugarloaf Boulevard Bridge Replacement (existing) Card Sound Road Bridge (existing) Roadway approach for Card Sound Road Bridge 16.B.2.c Packet Pg. 693 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 3-5 pile jackets, substructure metalizing, spall repair, joint repair, steel girder repair, steel painting, and fender system repair. KCA also produced an Environmental Assessment Report and coordinated the required permitting for this Monroe County/FDOT District Six LAP project. KCA remained under contract to provide post- design services throughout the duration of construction. Client Reference Monroe County Engineering, Clark Briggs 305.295.4306 briggs-clark@monroecounty-ﬂ .gov Project Cost $4 million Completion Date February 2017 Relevancy to 16th Street NE Bridge »Municipal project »LAP project »Same key personnel »Structural repairs »Roadway/MOT »Permitting JYLPMT EXTENSION, CITY OF FT. MYERS, FL Located within the City of Ft. Myers and unincorporated Lee County, the JYLPMT is an existing, non-motorized transportation and recreation corridor, currently extending approximately 6 miles, from Six Mile Cypress Parkway to Colonial Boulevard. The proposed 12-foot- wide, 1.8-mile-long, shared-use trail, is envisioned for a wide range of non-motorized transportation and recreation activities, such as bicycling, walking, and rollerblading. KCA teamed with the City to develop the safe extension that will become a great addition to the community and the City Fort Myers’s bike/pedestrian network. The KCA team proposed an innovative approach for establishing the proposed trail alignment over the Ten Mile Canal before spanning Colonial Boulevard, distancing the construction from the Seminole Gulf Railroad. JYLPMT Extension (rendering of pedestrian bridge) Client Reference City of Ft. Myers Carl Karakos 239.321.7458 ckarakos@cityftmyers.com Project Cost $692,992 (design fees) Completion Date October 2021 Relevancy to 16th Street NE Bridge »Municipal project »Sun Trail Network »Same key personnel »Pedestrian bridge »Roadway/MOT »Permitting »S&PM CR 78 FROM KIRBY THOMPSON RD. TO FORT DENAUD SCRAP, HENDRY COUNTY, FL This 1.5-mile segment of CR 78 (FPID: 435050-1) was originally programmed by FDOT in 2013 with Small County Outreach Program (SCOP) funds. As a result of shifting County priorities in 2015, the project was deferred until FY 18/19 and the funding was switched to the Small County Road Assistance Program (SCRAP). The original SCOP funding in 2013 included funding for widening the travel lanes by 2 feet and adding 6-foot shoulders (4- foot paved) as well as resurfacing the entire length of the project. By statute, SCRAP funds may not be used for capacity improvement projects. However, on recent District One SCRAP projects, KCA has helped other Local Agencies appeal to FDOT Central Offi ce Local Programs to make determinations that shoulder widening should be deemed a safety improvement and not a capacity improvement. In some speciﬁ c cases, Central Offi ce has authorized that shoulder widening could be considered reimbursable under the SCRAP funding. The KCA Structures Division is also providing bridge rehabilitation design documents for bridge no. 070011 over Jacks Branch as part of the project design services. CR 78 typical section 16.B.2.c Packet Pg. 694 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 3-6 Client Reference Hendry County Kelly O’Nan, EI 863.675.5222 konan@hendryﬂ a.net Project Cost $161,552 (design fees) Completion Date February 2022 Relevancy to 16th Street NE Bridge »Municipal project »Roadway design »2-lane rural road widening »New 8-foot (4-foot paved) shoulders »Bridge rehabilitation »Driveway turnouts »Utility coordination »Environmental/permitting »Drainage design »FDOT ERC review »MOT ORTIZ AVENUE WIDENING, LEE COUNTY, FL KCA is ﬁ nalizing a Complete Street design for the four- lane widening (six-lane ultimate) of Ortiz Avenue from Colonial Boulevard (SR 884) to Dr. Martin Luther King Jr. Boulevard (SR 82), a 1.7-mile corridor. Lee County Metropolitan Planning Organization’s Long Range Transportation Plan (LRTP) identiﬁ ed the widening of Ortiz Avenue from two to four lanes as a priority. Ortiz Boulevard serves as a relief facility to I-75 during periods of heavy congestion. The project design accommodates future widening to six lanes. The plans include roadway transitions from the existing and/or planned roadway sections approaching both the Colonial Boulevard and Dr. Martin Luther King Jr. Boulevard intersections as well as transitions to the newly constructed Hanson Street roundabout. The design also includes 7-foot-wide bicycle lanes, a 10-foot-wide trail on the west side of the road, a 6 foot- wide sidewalk on the east side of the road, and lighting throughout the corridor. The Lee County Emergency Operations Center and Lee County Jail are located along the project corridor. While designing new water mains for Lee County and the City of Fort Myers as well new, ITS ﬁ ber throughout the corridor as part of this project, it is imperative to ensure that there is no disruption in service or connectivity to these important facilities. The design incorporates the County adopted Controlled Access Resolution for the corridor, including modifying existing access for improved safety and even relocating the jail access (along with the necessary on-site parking modiﬁ cations in order to do so) to improve connection separation from the future Edison Avenue Extension. The construction phase includes County Incentive Grant Program (CIGP) funding. Client Reference Lee County Robert Phelan, PE, 239.533.8594rphelan@leegov.com Project Cost $2.1 million (design fees) Completion Date December 2021 Relevancy to 16th Street NE Bridge »Municipal project »Capacity improvements »Pedestrian facilities »Public involvement »Utility coordination/design »Safety improvements »Environmental/permitting Ortiz Avenue typical section 16.B.2.c Packet Pg. 695 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 3-7 Project Description: ___________________________Completion Date: _____________________________ Project Budget: _______________________________Project Number of Days: _______________________ Item Criteria Score (must be completed) 1 Ability to manage the project costs (minimize change orders to scope). 2 Ability to maintain project schedule (complete on-time or early). 3 Quality of work. 4 Quality of consultative advice provided on the project. 5 Professionalism and ability to manage personnel. 6 Project administration (completed documents, final invoice, final product turnover; invoices; manuals or going forward documentation, etc.) 7 Ability to verbally communicate and document information clearly and succinctly. 8 Abiltity to manage risks and unexpected project circumstances. 9 Ability to follow contract documents, policies, procedures, rules, regulations, etc. 10 Overall comfort level with hiring the company in the future (customer satisfaction). TOTAL SCORE OF ALL ITEMS 0D\GHOO'ULYHRYHU3DOP5LYHU %ULGJH5HSODFHPHQW3' ('HVLJQ $XJXVW PLOOLRQGD\V Manuel Santos 10 10 10 10 10 10 10 10 10 10 100 Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: Reference Questionnaire for: (Name of Company Requesting Reference Information) (Name of Individuals Requesting Reference Information) Name: (Evaluator completing reference questionnaire) Company: (Evaluator’s Company completing reference) Email: FAX: Telephone: Collier County hasimplementeda process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey. Please rate each criteria to the best of your knowledge on a scale of 1 to 10, with 10 representing that you were very satisifed (and would hire the firm/individual again) and 1 representing that you were very unsatisfied (and would never hire the firm/indivdiual again). If you do not have sufficient knowledge of past performance in a particular area, leave it blank and the item or form will be scored “0.” 6ROLFLWDWLRQ&ROOLHU&RXQW\ Design Services for Goodlette Frank Rd. - Vanderbilt Beach Rd. to Immokalee Rd. | Solicitation No. 23-8164 Kisinger Campo & Associates, Corp. Lucio Martinez/Jason LaBarbera Manny Santos, EI Hillsborough County, FL santosm@hillsboroughcounty.org 813-460-6440 (cell) $0 S (Design complete) 16.B.2.c Packet Pg. 696 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 3-8 Project Description: ___________________________Completion Date: _____________________________ Project Budget: _______________________________Project Number of Days: _______________________ Item Criteria Score (must be completed) 1 Ability to manage the project costs (minimize change orders to scope). 2 Ability to maintain project schedule (complete on-time or early). 3 Quality of work. 4 Quality of consultative advice provided on the project. 5 Professionalism and ability to manage personnel. 6 Project administration (completed documents, final invoice, final product turnover; invoices; manuals or going forward documentation, etc.) 7 Ability to verbally communicate and document information clearly and succinctly. 8 Abiltity to manage risks and unexpected project circumstances. 9 Ability to follow contract documents, policies, procedures, rules, regulations, etc. 10 Overall comfort level with hiring the company in the future (customer satisfaction). TOTAL SCORE OF ALL ITEMS 2QJRLQJHVW&RPSOHWLRQ%LJ&DUORV3DVV3' ('HVLJQ PLOOLRQ 3' ()LQDO'HVLJQ Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: Reference Questionnaire for: (Name of Company Requesting Reference Information) (Name of Individuals Requesting Reference Information) Name: (Evaluator completing reference questionnaire) Company: (Evaluator’s Company completing reference) Email: FAX: Telephone: Collier County hasimplementeda process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey. Please rate each criteria to the best of your knowledge on a scale of 1 to 10, with 10 representing that you were very satisifed (and would hire the firm/individual again) and 1 representing that you were very unsatisfied (and would never hire the firm/indivdiual again). If you do not have sufficient knowledge of past performance in a particular area, leave it blank and the item or form will be scored “0.” 6ROLFLWDWLRQ&ROOLHU&RXQW\ Design Services for Goodlette Frank Rd. - Vanderbilt Beach Rd. to Immokalee Rd. | Solicitation No. 23-8164 Kisinger Campo & Associates, Corp. Lucio Martinez/Richard Harrison Thomas Marquardt, PE tmarquardt@leegov.com Lee County, FL 239.533.8530 $0 S 12/2024 16.B.2.c Packet Pg. 697 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 3-9 Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: Reference Questionnaire for: (Name of Company Requesting Reference Information) (Name of Individuals Requesting Reference Information) Name: (Evaluator completing reference questionnaire) Company: (Evaluator’s Company completing reference) Email: FAX: Telephone: Collier County hasimplementeda process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey. Please rate each criteria to the best of your knowledge on a scale of 1 to 10, with 10 representing that you were very satisifed (and would hire the firm/individual again) and 1 representing that you were very unsatisfied (and would never hire the firm/indivdiual again). If you do not have sufficient knowledge of past performance in a particular area, leave it blank and the item or form will be scored “0.” Project Description: ___________________________Completion Date: _____________________________ Project Budget: _______________________________Project Number of Days: _______________________ 6ROLFLWDWLRQ&ROOLHU&RXQW\ Design Services for Goodlette Frank Rd. - Vanderbilt Beach Rd. to Immokalee Rd. | Solicitation No. 23-8164 Kisinger Campo & Associates, Corp. Lucio Martinez Carl Karakos ckarakos@cityftmyers.com Lee County, FL 239.321.7458 John Yarbrough Linear Park Multi-Use Trail (JYLPMUT) $729,735 5/2023 730 $0 S 16.B.2.c Packet Pg. 698 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 3-10 Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: Reference Questionnaire for: (Name of Company Requesting Reference Information) (Name of Individuals Requesting Reference Information) Name: (Evaluator completing reference questionnaire) Company: (Evaluator’s Company completing reference) Email: FAX: Telephone: Collier County hasimplementeda process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey. Please rate each criteria to the best of your knowledge on a scale of 1 to 10, with 10 representing that you were very satisifed (and would hire the firm/individual again) and 1 representing that you were very unsatisfied (and would never hire the firm/indivdiual again). If you do not have sufficient knowledge of past performance in a particular area, leave it blank and the item or form will be scored “0.” Project Description: ___________________________Completion Date: _____________________________ Project Budget: _______________________________Project Number of Days: _______________________ 6ROLFLWDWLRQ&ROOLHU&RXQW\ Design Services for Goodlette Frank Rd. - Vanderbilt Beach Rd. to Immokalee Rd. | Solicitation No. 23-8164 Kisinger Campo & Associates, Corp. Lucio Martinez R. Shane Parker sparker@hendryﬂ a.net Hendry County, FL 863.675.5222 Miscellaneous Structural Engineering Services $187,337 (KCA fees to date) Varies per task, contract ongoing Varies per task, contract ongoing $0 S 16.B.2.c Packet Pg. 699 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 3-11 Project Description: ___________________________ Completion Date: _____________________________ Project Budget: _______________________________Project Number of Days: _______________________ Item Criteria Score (must be completed) 1 Ability to manage the project costs (minimize change orders to scope). 2 Ability to maintain project schedule (complete on-time or early). 3 Quality of work. 4 Quality of consultative advice provided on the project. 5 Professionalism and ability to manage personnel. 6 Project administration (completed documents, final invoice, final product turnover; invoices; manuals or going forward documentation, etc.) 7 Ability to verbally communicate and document information clearly and succinctly. 8 Abiltity to manage risks and unexpected project circumstances. 9 Ability to follow contract documents, policies, procedures, rules, regulations, etc. 10 Overall comfort level with hiring the company in the future (customer satisfaction). TOTAL SCORE OF ALL ITEMS 'HVLJQVHUYLFHVIRUWKHZLGHQLQJRI65 6WRQH\EURRN:HVWWR)ORULGD¶V7XUQSLNH HVWLPDWHG PLOOLRQ 10 10 10 10 10 10 10 10 10 Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: Reference Questionnaire for: (Name of Company Requesting Reference Information) (Name of Individuals Requesting Reference Information) Name: (Evaluator completing reference questionnaire) Company: (Evaluator’s Company completing reference) Email: FAX: Telephone: Collier County hasimplementeda process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey. Please rate each criteria to the best of your knowledge on a scale of 1 to 10, with 10 representing that you were very satisifed (and would hire the firm/individual again) and 1 representing that you were very unsatisfied (and would never hire the firm/indivdiual again). If you do not have sufficient knowledge of past performance in a particular area, leave it blank and the item or form will be scored “0.” 6ROLFLWDWLRQ&ROOLHU&RXQW\ Design Services for Goodlette Frank Rd. - Vanderbilt Beach Rd. to Immokalee Rd. | Solicitation No. 23-8164 Kisinger Campo & Associates, Corp. Lucio Martinez Will Hawthorne, PE will.hawthorne@cfxway.com Central Florida Expressway Authority (CFX) 407.690.5337 90 $0 S Ongoing 6/2024 $3.8 million 16.B.2.c Packet Pg. 700 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Collier County | Design Services for Goodlette Frank Rd. – Vanderbilt Beach Rd. to Immokalee Rd. | RPS No. 23-8164 | 4-1 4 Project APPROACH | TIME/BUDGET Requirements 4 KCA has assembled an exceptional team for the design services for Goodlette Frank Road project from Vanderbilt Beach Road to Immokalee Road in Collier County. We are ideally positioned to ensure this project’s successful completion on time and within budget through the lessons learned on our proven similar experience. Project Management Our proposed PM, Richard Harrison, PE, with 41 years of experience, will be the single point of contact for the project administration and delivery of all contract documents. It will be Mr. Harrison’s responsibility to plan, manage, assess, and control the scope, schedule, cost, quality, risk, resources and client satisfaction. He will coordinate proactively and promptly with Collier County PM Ray Girgis, PE, to address all potential project challenges before they become an issue. Immediately after notice to proceed (NTP), he will develop and submit the project management plan (PMP) which will include the QA/QC Plan, communication plan, contact list, scope details, detailed schedule, risk register, document control process, public involvement strategy, and utility agency contacts. The County’s PM will be kept informed and up-to-date on project status, issues, and progress through close communication that will be summarized in the monthly progress report. Mr. Harrison’s management style employs the following practices: »Development of a PMP at the outset of the contract »Distribution of incoming correspondence to all team members providing team direction and coordination of disciplines »Coordinate closely with Collier County, UAOs, and others with vested interest in the project, such as Pelican Marsh HOA »Internal bi-weekly meetings with all team members including subconsultants to focus on action items, upcoming deliverables, staff allocation and availability, design discussions/challenges, project schedule, and budget updates »Monthly progress meetings with Collier County with attendance from Design Segment Leads and Mr. Harrison »Responsiveness and communication with Collier County for requests in a timely manner including follow through documentation for task completion »Plans and reports will be submitted to Collier County and FDOT D1 for review and comment at established project milestones, and we will respond to any comments within two weeks of receipt. A review meeting to discuss comments requiring further coordination will be held with Collier County staff , PM, Mr. Harrison, and Design Segment Leads Abilities of the Team and Innovative Approaches The KCA team is eager and ready to provide the design services to Collier County for this contract. We have teamed with proven subconsultants who we are comfortable working with and all have working relationships with Collier County, to deliver their services on schedule and within budget. To ensure the project schedule is maintained, with the appropriate staff allocation and experience unique to the context and design scope. Our design team and staff will incorporate the existing improvements currently under design for GFR and VBR intersection to be done by others. We will ensure the completion of the project schedule to meet the County’s goals and expectations. Our ability to execute a wide variety of project tasks are clearly illustrated on our organizational chart in Tab 1: Ability of Professional Personnel and Tab 2: Past Performance. Over the years, the KCA team has developed a strong working relationship with Collier County staff and our subconsultants. We have all worked well together to problem solve as a team to develop solutions to key project issues. Our commitment to Collier County as a partner will continue open and prompt communication which is a core value to our management approach. TECHNICAL APPROACH KCA directs all projects based upon a carefully thought-out PMP, scope of work, and work plan. The PMP will summarize pertinent project data, personnel, timelines, milestones, critical path items, costs, progress/status reporting, and conﬂ ict resolution procedures. Close communication with Collier County’s PM and technical staff will be emphasized and the PMP elements are regularly updated. The scope of work for each task will be developed by Mr. Harrison in close collaboration with Collier County. The general elements of the work plan include: »Identiﬁ cation of project goals/objectives, deliverables, schedule and budget based upon a visioning/roundtable session with Collier County’s PM and technical team »Investigate and evaluate the condition of the two existing bridges, including load rating and provide guidance if rehabilitation or replacement is warranted »Review construction plans for GFR/VBR intersection and identify changes needed based on updated survey/ topography of existing conditions, safety enhancements, and cost savings initiatives through design optimization »Review the Landscape Management Agreement (LMA) to ensure this agreement is accommodated in the design improvements »Characterization of historical and existing ecological, hydrological, and water quality conditions of the site and adjacent areas after a project site visit/ﬁ eld review 16.B.2.c Packet Pg. 701 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 4-2 »Identiﬁ cation of additional data collection needs (geotechnical, archaeological, and traffi c data) »Identify a plan to minimize impacts to the adjacent community »Development of ﬁ nal design documents and environmental permits »Development of a project-speciﬁ c task performance schedule and budget KCA will ensure coordination and communication is always maintained. Our ﬁ rm’s resources are networked providing consistency for all team members to utilize the same design and plans production software. The latest computer hardware systems provide signiﬁ cant capabilities to transfer data, calculations, and plans production information eff ectively and effi ciently between all team members. FOCUS/KEY CHALLENGES »Safety and mobility for all users »Speed management, corridor safety »Existing tie-in locations for ultimate connectivity »Providing full and continuous access to Pelican Marsh Golf Club »Maintaining traffi c along Pelican Marsh Blvd. during construction »Utility design/coordination/relocation »Drainage/environmental permitting »NEPA requirements/federal funding »Public input and acceptance (2 public meetings)  PROJECT DESIGN APPROACH Typical Section The proposed typical section consist of four travel lanes, designated bicycle lanes bordered with curb and gutter, median, concrete sidewalk to match the existing sidewalk, and a multi-use path. The two existing lanes will be rehabilitated by milling and resufacing once a pavement evaluation is done to determine the pavement structural requirement and a milling depth determine based on the existing pavement condition and cracking depth. The proposed improvements will fully utilize the existing termini on the northern and southern ends of the project. The typical section will be evaluated to identify the appropriate context classiﬁ cation and set a target speed for the corridor that provides mobility for motorists and a safe environment for pedestrians, and bicyclists. Drainage/Environmental Permitting Goodlette-Frank Road is generally a ﬂ at proﬁ le ﬂ ush shoulder roadway with a short segment of curb and gutter section at the northern end of the roadway. The existing drainage consists of roadside swales for the majority of the project and a closed stormsewer system for the northern portion of the project. Stormwater runoff from the project area generally drains to the Pelican Marsh development for water quality. All drainage element designs will comply with FDOT Drainage Manual, FDOT Drainage Design Guide, other applicable FDOT drainage manuals, SFWMD, and BCB criteria. We have also conducted a site visit and reviewed construction plans and permit information. The proposed drainage patterns will match the existing drainage patterns and will convey stormwater runoff to the Pelican Marsh Community stormwater management facility. As a construction cost savings, our team will evaluate utilizing roadside swales for conveyance with reduce both drainage infrastructure costs but also reduce utility impacts. The proposed northbound lanes may also utilize roadside swales for conveyance to reduce or eliminate any impacts to the recently installed utilities. For the northbound lanes, we propose to utilize as much of the existing swale conveyance system as feasible. FDOT recommends utilizing curb inlets type 1-4, which include a manhole top for ease of maintenance. The project is located in FEMA Floodmap 12021C0193H, and 12021C0381H both dated May 16, 2012. The roadway is in Zones, AE, AH, X with known ﬂ ood elevations. The ﬂ ood elevations will be ground truthed and any ﬂ oodplain impacts will be mitigated via cup for cup or modeling. Goodlette-Frank Road is an evacuation route per the FloridaDisaster.org website. Our team will evaluate raising the roadway to above the 100 year ﬂ ood elevation. Based on review of the Pelican Marsh and Goodlette-Frank Road permits, the Pelican Marsh community provides water quality for the full build out of the Goodlette-Frank Road project. The Goodlette-Frank Road permit notes that there is suffi cient water quality for 80% impervious coverage in the ROW. Therefore, the water quality will be provided in the Pelican Marsh community. The project is located in FDEP WBID 3278D which is on the FDEP Delist list. According to the comments, this WBID was impaired for dissolved oxygen but is not currently impaired. The project is located in the Pine Ridge Canal Basin with an allowable discharge rate of 0.13 cfs/ac. However, since the roadway drains to and is part of the Pelican Marsh community, the project will need to meet the permit conditions assumed in the permit or provide additional water quality and attenuation. Cultural Resource Assessment Survey A Cultural Resource Assessment Survey (CRAS) will be conducted to analyze all cultural resources. Background research will be conducted prior to going into the ﬁ eld to identify previously recorded resources and the potential for newly identiﬁ ed resources within the project Area of Potential Eff ects (APE). The archaeological survey will conduct a visual reconnaissance survey and subsurface testing will be conducted and the appropriate number of test pits will be excavated. In addition, CH will identify any historic resources within the project APE, both previously recorded and newly identiﬁ ed. A Florida Master Site File (FMSF) form shall be prepared for all newly identiﬁ ed and updated previously recorded that have not been evaluated by the State Historic Preservation Offi cer (SHPO) or that have been substantially altered since they were recorded. Archaeological Sites and Historic Resources A preliminary review of the proposed project areas revealed that no previously recorded archaeological sites are within the project R/W or adjacent. Structures In the State of Florida, KCA is unmatched in the ﬁ elds of bridge design, bridge inspection, and bridge rehabilitation. Since 1984, KCA has performed more than 48,000 routine NBIS bridge inspections. Of these, 31,000 were local government-owned bridges across more than 39 separate contracts and 17,000 were state-owned bridges across 20 FDOT and Asset Maintenance (AM) administered projects. KCA’s Structures staff has also designed hundreds of bridge rehabilitations in the last 40+ years. Additionally, KCA’s extensive experience in bridge widenings and bridge replacements will ensure the success of this project. The improvements along Goodlette-Frank Road include the assessment of two existing bridges which will be evaluated 16.B.2.c Packet Pg. 702 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 4-3 for widening or replacement through a Bridge Development Report as part of this project. Our proposed DPM, Lucio Martinez, PE, has 11 years of bridge design experience and as an engineer has been intimately involved in many widening and bridge replacement projects. Mr. Martinez served as DPM for the award-winning Maydell Drive Bridge over Palm River Replacement LAP project for Hillsborough County. With his level of expertise, Mr. Martinez will provide the experience and knowledge to deliver an effi cient and constructable structural design. It must be noted that a complete bridge inspection, investigation, and analysis will be necessary to complete the in-depth review needed for project-speciﬁ c recommendations, but our experience in bridge inspection and design is a fair marker for our preliminary high-level review. Existing Bridges The KCA staff has preliminarily reviewed the project site, including the existing bridges. Upon a cursory review and visual inspection of the bridge conditions, it was noted the overall health of the bridge is fair to good. Typical deﬁ ciencies found in bridges of similar age were anticipated and found to include cracks and spalls. The paint coating utilized from the outside of the barrier walls down to the substructure has served in providing protection for the bridge. The bridge culvert, consisting of precast concrete units and which spans a golf cart path, has an approximate opening size of 33 feet horizontally to approximately 8 feet vertically. The 12 precast culvert units are 4 feet in width totaling to a length of 48 feet. Upon visual inspection, no signiﬁ cant damage to the structure was found other than minor spalls and aging joint material between the precast units. Photos of the culvert elevation and the typical joint between precast units are shown on this page from our recent site review. According to existing plans, the two-span bridge over Pelican Marsh Boulevard consists of a cast-in-place concrete superstructure with abutment walls and an interior pier. Both the abutments and pier are supported by 18-inch square concrete piles. Our initial review of the bridge revealed spalls, cracks and deﬁ cient joints. Impact damage from vehicles exceeding the vertical clearance of the bridge was also observed and photos of the damage are shown below. The bridge over Pelican Marsh Boulevard will require a detailed analysis to evaluate the existing deﬁ ciencies and to classify them as structural or cosmetic. One of the ﬁ rst steps on this project is to ensure the safety and capacity of the existing bridges. Bridge rehabilitation will play a major role in ensuring the bridges meet today’s standard requirements for performance and functionality. KCA has completed similar repairs and updates to similar bridges throughout the State of Florida. For Hillsborough County, KCA developed Bridge Alternatives Analysis reports for ten bridges and evaluated them for rehabilitation, replacement, and widening. KCA has also prioritized bridge inventories for clients on the basis of repair or replacement. The experience gained through these bridge evaluation tasks will aid in providing recommendations for the existing bridges on Goodlette Frank Road, as schedule is critical to meet funding deadlines. The cracks and joints in the bridge decks will require repairs, and gaps at the interface of the existing MSE wall and substructure will be sealed to prevent the loss of ﬁ ll. Examples of these typical deﬁ ciencies are shown below. Our experience in load rating existing bridges, including pipe culverts, concrete arch culverts and multi-span bridges will give KCA the advantage of utilizing all our tools to analyze the bridges as accurately as possible. An accurate assessment of the existing bridges will directly impact Existing bridge over a golf cart path Existing bridge and roadway (left) Joint cracking (right) Spalling Overhead impact damage 16.B.2.c Packet Pg. 703 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 4-4 cost, schedule, and the community, and KCA is committed to reducing impacts to both the County and the residents with our structural expertise. Proposed Bridges One of the purposes of the project is to add capacity and improve the corridor from two lanes to four lanes. The proposed section at the bridges will also include sidewalks. As evaluation of the existing bridges is in progress, Mr. Martinez and the Structures Team will develop recommendations for the proposed bridges through a Bridge Development Report. Mr. Martinez has authored Bridge Development Reports and Bridge Development Memorandums, depending on the complexity of the project, ranging in application from bridge widenings to bridge replacements. The Bridge Development Report, or Bridge Type Study, will account for all factors involved in this project including, but not limited to, existing bridge conditions, widening options, aesthetics, constructability, and maintenance of traffi c. The Bridge Development report will be detailed to provide the County a clear view of possible alternatives. The alternatives may include bridge rehabilitation options, replacement options, or even proposed bridges adjacent to the existing. An adjacent bridge would be of great beneﬁ t for Maintenance of Traffi c and future bridge maintenance. A separate, adjacent bridge would allow traffi c to remain on the existing bridge while the proposed bridge is constructed. Another beneﬁ t of an adjacent bridge is the design life of the existing and proposed bridges may remain separate. A bridge that is widened does not extend the design life of the existing bridge, not accounting for possible strengthening projects. With separate bridges, any future bridge work at these bridge locations would only need to address the aff ected bridge. In this case, if the existing bridge is in acceptable condition and capacity, it may be replaced in the future without aff ecting the proposed adjacent bridge. Our investigation into the possible design alternatives will consider all these factors in our approach, with the goal of providing an effi cient ﬁ nal product that not only beneﬁ ts the County today, but also in the future. The County may rest assured their interest in cost eff ectiveness and investment in infrastructure are foremost in our design and permitting eff orts. We understand the importance of Goodlette-Frank Road to the County and community. The Pelican Marsh community will be of utmost importance in our coordination eff orts, and their input will be highly valued when developing concepts for the proposed bridges and any alterations to the existing bridges. Our concepts and ﬁ nal design will account for the aesthetic value of the bridge and landscaping. The preliminary site review conducted by our team will direct our approach to the proposed bridge design. Color and patterning of the MSE walls will aim to seamlessly integrate with the overall aesthetics of the community. Our local team is intimately familiar with the seasonal nature of many Southwest Florida residents. Our design and plans will aim to address this pattern and use this knowledge to minimize impact to the community due to construction activities. The noise which emanates from a construction site will certainly aff ect the community, but our eff orts will mitigate these eff ects through a thoughtful review of the required construction activities. Our in-house constructability review team has the experience to foretell possible construction issues which could aff ect schedule, materials, or maintenance. The beneﬁ t of having the constructability review team will allow us to approach this project with an effi cient process, avoiding unnecessary delays that would extend impact to the local residents. The bridge structures are a signiﬁ cant factor in the success of this project, and our experienced structures staff is committed to using our combined experience to deliver cost-eff ective and constructable solutions. Temporary Traffi c Control (TTC) This project’s overall success hinges on a well-thought-out TTC plan. The TTC plan must consider impact on traffi c ﬂ ow on GFR as well as Pelican Marsh Blvd, drainage, utility relocation, golf course path access and the safety of construction workers. There are unique conditions within the project limits to be aware of to ensure the TTC plan is executed successfully during construction. Residential, commercial, and environmental sensitive properties borders the R/W of the project. The design must be cognizant and closely monitor noise levels during construction, which is especially important when determining lane closure times. Coordination must ensure uninterrupted access for emergency vehicles/ﬁ rst responders, golf course access by residences and members. KCA’s roadway TTC plan along GFR consists of a major two-phase plan with minor sub-phasing for connections in the northern and southern termini transition areas. Phase I will utilize the existing lanes including the two existing bridges while the two additional through lanes and new bridges are constructed. Phase II will shift traffi c onto the newly constructed pavement/roadway while the existing lanes are rehabilitated, and median work is completed. Our team will coordinate with the County as required to address allowable work hours, noise restriction ordinances, and special events. Geotechnical Considerations Roadway The natural near-surface soils predominantly consist of sandy soils (A-3/A-2-4) occasionally underlain by clayey soils (A-4/A-6/A-7). Soil Map Unit 103 “Copeland” (1 of 3 soils types under this USDA soil unit) identiﬁ es clayey soils at the ground surface. This soil unit encompasses approximately 20 percent of the project alignment. Clayey and organic soils, if present, will be delineated with removal and replacement completed in accordance with the FDOT Standard Plans requirements. Pre-development seasonal high groundwater (SHGWT) levels within the project area range from at or above natural grades to depths of 1.5 feet. Pavement and drainage will be designed considering the relatively shallow SHGWT levels. Existing bridge and landscaping 16.B.2.c Packet Pg. 704 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 4-5 Bridges Foundation alternatives for the Golf Cart Pathway and Pelican Marsh bridges will likely include 18-inch to 24-inch pre-stressed square concrete piles. SPT borings will be done to assist in determining the most cost-eff ective foundation type as well estimating pile lengths. Existing Bridges The project will include the evaluation and inspection of the two existing bridges within the project limits to establish overall structure condition and achievable load ratings prior to developing the design improvements. It will be desirable to perform testing at the structure locations so as not to impact or reduce the existing bridges’ condition structurally. Tierra has signiﬁ cant experience performing a variety of Non- Destructive Testing (NDT) methods to assist in evaluating the existing bridges without causing undue damage to the structures. Tierra’s NDT methods to evaluate concrete bridge structures include estimating bridge deck thickness, mapping steel reinforcement within concrete structure elements, estimating in-place concrete strength, and estimating unknown embedment depths for deep foundations. Tra ffi c Analysis The traffi c study will start with a traffi c capacity analysis. Although there are no available traffi c monitoring sites along this segment of Goodlette-Frank Rd, our team has recently performed traffi c counts as part of an adjacent study. The current daily traffi c is 14,600 vehicles per day (vpd), which is below the capacity of the existing two-lane section. Our preliminary forecast using the District One Regional Planning Model (D1RPM) projected a 2045 AADT of 23,000 vpd, which is above the capacity (21,700 vpd) of the existing two-lane section. Therefore, several four- lane typical sections will be evaluated to provide the safest and most economical alternative that serves the purpose and need for this project. The traffi c report will evaluate the additional capacity needed to improve safety and accommodate future traffi c demand along the corridor. Safety The ﬁ rst step in this process is to gather all available data within the project limits and the study period. Next, we will analyze the data to identify trends in the types of accidents that occur, the locations where accidents are most likely to occur, and the factors contributing to accidents. By ranking the identiﬁ ed trends in order of severity or frequency, we can prioritize the areas that require the most attention. This analysis will provide valuable insights into the root causes of highway accidents and help us develop targeted solutions. These improvements include all elements of highway design, since KCA’s interdisciplinary team can collaborate to introduce a variety of solutions from all disciplines. We will evaluate the feasibility, cost-eff ectiveness, and potential impact of each solution to determine which ones are most likely to be eff ective and worth implementing. There are many low-cost countermeasures that are proven to reduce injuries and fatalities on roadways such as GFR. These improvements also ensure that this project is aligned with major statewide safety initiatives such as Target Zero. As a part of the design process, KCA will obtain detailed crash data for analysis with additional indicators of safety issues on the corridor, in addition to coordinating with local safety engineers and communicating with the public during any local hearings. Many of the injury crashes in the project limits occur at the signalized intersections or at the approaches to the intersections. As a countermeasure to intersection rear-end crashes, intersection “Next Signal” guide signs should be enlarged and placed in areas that can alert motorists with enough time to safely slow their approach to the intersection. The existing guide sign leading to the southbound approach of VBR is located at the point of tangent of the horizontal curve leading to the intersection. Relocation of this sign before the curve can reduce risk of rear end crashes, as motorists can be prepared to stop for queues that they cannot see yet. For dropped lanes converted to turn lanes, speciﬁ cally the NBLT at the Immokalee Road intersection, pavement marking warnings should be extended using messages and dotted guidelines to alert motorists of the lane assignment. These improvements will decrease last-minute lane shifts, ultimately reducing rear-end and sideswipe crashes. For pedestrian safety, special emphasis pavement markings should be used to bring more attention to the crosswalks locations, this improvement can reduce pedestrian injury crashes up to 40%. S&PM The S&PM for Goodlette Frank Road will be guided by the latest FDOT Roadway and Traffi c Design Standards and the FHWA Manual on Uniform Traffi c Control Devices. The goal will be to ensure vehicular guidance, consistency in sign messages, and compliance with standards and with Elder User Guidelines for roadside signs. The team will review Goodlette Frank Road’s characteristics, incorporating traffi c patterns, speed limits, intersections, and pedestrian facilities. Signalization/ITS There are three signalized intersections within the project limits, all which use mast arms and video detection. To improve safety at signalized intersections, LED-Blank out signs can be used to provide a high-visibility warning for pedestrians using the crosswalk. Additionally, these signs can be used to restrict right turns during conﬂ icting left turn/U-turn phases if warranted. Our team will conduct early coordination with Collier County Tra ffi c Operations and FDOT District One to ensure that the existing signalized intersections are meeting county-wide and district-wide Smart Signal/ATMS goals. Deployment of new technologies such as travel time detection or CAV roadside units can be introduced to this corridor if needed for ATMS expansion. Lastly, the team will perform a detailed inventory of all existing equipment and collaborate with the regional TMC to ensure that any performance issues can be resolved as a part of this contract. Lighting Most of the project limits is covered by existing lighting, but there is a gap in coverage within the existing undivided section. As part of the proposed typical section, lighting justiﬁ cation can be performed to warrant extension of the lighting system so the whole facility is illuminated consistently. At the existing signalized intersections, illumination can be ﬁ eld veriﬁ ed during a nighttime ﬁ eld review using light meters to ensure that the lighting criteria is met. Any deﬁ ciencies at the intersections can be corrected through retroﬁ t or supplemental lighting. Our team will conduct early coordination with the local power authority to identify existing and new power service for any proposed lighting so that there are no delays in schedule. 16.B.2.c Packet Pg. 705 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 4-6 Public Involvement Our team understands the importance for public acceptance is a primary goal for this project having recently completed the Public Workshop and Public Hearing for 16th Street NE project for Collier County and Cape Coral Bridge Replacement project for Lee County.KCA will assist Collier County’s Connie Dean in conducting project notiﬁ cations and newsletters along with holding two public meetings to engage public stakeholders early in the design phase (30% and 60% phase) for this project. Public involvement will include developing and maintaining a Public Involvement Plan, and maintaining a record of all public involvement activities throughout the life of the project for documentation in the Comments and Coordination Report. Utility Coordination There are 10 utility agency owners (UAOs) with facilities along the corridor. Our approach to the utility coordination component of this project is based on extensive experience gained from the successful completion of similar projects for a number of municipalities, including Collier County. We understand the County’s ultimate goal is to design and construct these improvements in a timely and cost-eff ective manner with minimal impacts to its residents, traveling public, and minimization to the Pelican Marsh community. Successful completion of this project requires more than general experience with roadway and bridge improvement projects. It takes local experience in Collier County to understand the issues and it takes a proactive approach that limits impacts to residents and businesses while maintaining public support. We have opened Utility Design Ticket No. 193305701 to help identify which UAOs may be impacted by the roadway widening and bridge improvements. Please note that a majority of the utility coordination at the north end of the project should already be addressed with the roadway widening that was completed a few years ago, but our team will verify that any potential conﬂ ict is coordinated and addressed as part of this design eff ort. For this ﬁ nal phase of the Goodlette Frank Road widening project, our team will coordinate and convey project information that will identify and include: »Proposed widening, potential drainage structures, bridge improvements, and roadway tie-ins at the north and south ends of the project. »An outline of the project schedule and veriﬁ cation of utility work schedules »Conﬂ ict/Resolution Matrix Vibration and Noise The design will address vibration and noise impacts on the adjacent structures associated with all construction activities. Vibration-sensitive infrastructures will be identiﬁ ed, and construction considerations will address any possible impacts. Similar vibrations associated with paving operations will also be addressed. To reduce vibration risks associated with sheet pile installation and/or extraction, non-vibratory, non-impact methods will be speciﬁ ed in close proximity to gravity walls, pools and utilities. The sheet piles may be left in place to avoid damaging adjacent structures, utilities, or properties. Surveying/Mapping and SUE Having a Collier County local surveying team allows for detailed upfront communication between the design team and survey personnel. Our team’s preliminary ﬁ eld review and previous utility design experience within this corridor indicate potential for utility conﬂ icts within the limits of the roadway widening and the expected/proposed bridge footprint. An in-depth utility/SUE investigation is essential to eliminating all potential utility conﬂ icts. We recommend that SUE be performed at areas in proximity to any proposed drainage structures, MES Wall, and the proposed bridge which may conﬂ ict with existing major utilities. Performing SUE at these locations will mitigate the risk and likelihood of project delays and unaccounted expenditures. Schedule KCA is willing and able to meet the most demanding schedule and budget through our project management procedures. Project management is a critical ingredient in accomplishing our mission of successful project implementation. The utilization of our adaptive management structure and close cooperation and coordination among team members, and most importantly, with the County’s PM and staff , results in timely adherence to project schedules. Regular tracking of work eff orts completed and time expended provide our PM with the best insight on a project’s progress. KCA utilizes a real- time computer timesheet linked to our accounting project management database to monitor work eff orts and associated fees expended on each project. Reports of work eff orts to date versus the projected eff orts based on the critical path method (CPM) schedule are also used by KCA’s managers to review progress. Our capable team is committed to providing the County with a quality product within budget and on schedule. The key staff identiﬁ ed on the organizational chart (page 1-2) are immediately available to work on this project. Quality Assurance/Quality Control (QA/QC) KCA’s goal on each project is to prepare documents free of errors, complete with accurate data, meet all applicable standards and criteria, and in compliance with the project requirements. Reviews focus not only on the technical design standards and scope requirements, but also on conﬂ icts, costs, and constructability. KCA has strong company policies on quality and employee workmanship, and we utilize a proven ﬁ ve-step QA/QC process on every project that emphasizes the prevention of quality problems such as errors or omissions. This QA/QC process is used to ensure all reports, recommendations, and designs developed during a project are thoroughly checked and reviewed by qualiﬁ ed professionals both throughout the design, as well as prior to submission to Collier County and FDOT District One. The plan is documented using a responsibility sign-off stamp and color-coded markups to track the checking and back-checking process that occurs during the development of a project. Suffi ciency checklists ensure required information is provided with each submittal. Mr. Harrison will submit to Collier County, KCA’s QA/QC plan for review and approval. Mr. Harrison, our PM, will also verify that KCA’s subconsultants implement a comparable QA/QC plan, also minimizing mistakes and impacts to the project schedule. 16.B.2.c Packet Pg. 706 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 4-7 ,' 7DVN1DPH'XUDWLRQ 6WDUW )LQLVK*RRGOHWWH)UDQN5RDG'HVLJQDQG3HUPLWWLQJGD\V0RQ0RQ6WDUW8S$FWLYLWLHVGD\V0RQ0RQ1RWLFHWR3URFHHGGD\V0RQ0RQ3URMHFW.LFN2II0HHWLQJ6FKHGXOH4$4&3ODQGD\V0RQ:HG'HVLJQ6XUYH\ 8WLOLW\/RFDWHVGD\V7KX)UL*HRWHFKQLFDO,QYHVWLJDWLRQ 6WUXFWXUDO7HVWLQJGD\V)UL0RQ68(%RULQJVGD\V6XQ0RQ,QLWLDO$QDO\VLVDQG'HVLJQGD\V)UL6DW7UDIILF$QDO\VLV3UHSDUH4& 6XEPLWGD\V)UL0RQ7\SLFDO6HFWLRQ3DFNDJH3DYHPHQW'HVLJQ3UHSDUH4& 6XEPLWGD\V0RQ0RQ5RDGZD\3ODQV%'53UHSDUH4& 6XEPLWGD\V0RQ7XH5RDGZD\3ODQV %'5&RXQW$5&5HYLHZGD\V:HG7KX,QLWLDO3RVW3ODQV3XEOLF,QIRUPDWLRQ0HHWLQJGD\6DW6DW'HVLJQGD\V)UL)UL5RDGZD\3ODQV3UHSDUH4& 6XEPLWGD\V)UL0RQ5RDGZD\3ODQV&RXQW\(5&5HYLHZGD\V7XH)UL'HVLJQ3RVW3ODQV3XEOLF,QIRUPDWLRQ0HHWLQJGD$UL)UL3HUPLWWLQJGD\V)UL:HG6):0' )'(3$SSOLFDWLRQV3UHSDUH4& 6XEPLWGD\V)UL7XH6):0' )'(3$SSOLFDWLRQ&RXQW\5HYLHZGD\V7XH7XH6):0' )'(3$SSOLFDWLRQ3UHSDUH4& 6XEPLWGD\V:HG7XH6):0' )'(3$SSOLFDWLRQ$JHQF\5HYLHZGD\V)UL0RQ$JHQFLHV,VVXH3HUPLWVGD\:HG:HG8WLOLW\&RRUGLQDWLRQGD\V7KX6XQ8WLOLW\&RQWDFW,QIRUPDWLRQ5HTXHVWGD\7KX7KX6XEPLW3ODQVWR8WLOLW\2ZQHUV8WLOLW\&RQIOLFW0DWUL[GD\7XH7XH8WLOLW\'HVLJQ&RQIHUHQFH8WLOLW\&RQIOLFW5HVROXWLRQGD\)UL)UL6XEPLW3ODQVWR8WLOLW\2ZQHUVGD\6DW6DW8WLOLW\5HVROXWLRQ&RQIHUHQFHGD\6XQ6XQ'HVLJQGD\V0RQ6XQ'UDIW6SHFLILFDWLRQV3DFNDJH6XEPLWWDOGD\7XH7XH5RDGZD\ %ULGJH3ODQV3UHSDUH4& 6XEPLW&HUWLI\8WLOLWLHVGD\V0RQ)UL5RDGZD\ %ULGJH3ODQV&RXQW\(5&5HYLHZGD\V6DW6XQ)LQDO'HVLJQGD\V0RQ7XH)LQDO6SHFLILFDWLRQV3DFNDJH6XEPLWWDOGD\7XH7XH5RDGZD\ %ULGJH3ODQV3UHSDUH4& 6XEPLWGD\V0RQ)UL'HVLJQ3ODQV&RXQW\(5&5HYLHZGD\V6DW6XQ6LJQHG 6HDOHG)LQDO3ODQV3UHSDUH4&6XEPLWGD\V0RQ7XH%HJLQ%LG3KDVH6HUYLFHVGD\V6DW6DWGD\V1RWLFHWR3URFHHG3URMHFW.LFN2II0HHWLQJ6FKHGXOH4$4&3ODQ'HVLJQ6XUYH\ 8WLOLW\/RFDWHV*HRWHFKQLFDO,QYHVWLJDWLRQ 6WUXFWXUDO7HVWLQJ68(%RULQJVGD\V7UDIILF$QDO\VLV3UHSDUH4& 6XEPLW7\SLFDO6HFWLRQ3DFNDJH3DYHPHQW'HVLJQ3UHSDUH4& 6XEPLW5RDGZD\3ODQV%'53UHSDUH4& 6XEPLW5RDGZD\3ODQV %'5&RXQW\(5&5HYLHZ,QLWLDO3RVW3ODQV3XEOLF,QIRUPDWLRQ0HHWLQJGD\V5RDGZD\3ODQV3UHSDUH4& 6XEPLW5RDGZD\3ODQV&RXQW\(5&5HYLHZ'HVLJQ3RVW3ODQV3XEOLF,QIRUPDWLRQ0HHWLQJGD\V6):0' )'(3$SSOLFDWLRQV3UHSDUH4& 6XEPLW6):0' )'(3$SSOLFDWLRQ&RXQW\5HYLHZ6):0' )'(3$SSOLFDWLRQ3UHSDUH4& 6XEPLW6):0' )'(3$SSOLFDWLRQ$JHQF\5HYLHZ$JHQFLHV,VVXH3HUPLWVGD\V8WLOLW\&RQWDFW,QIRUPDWLRQ5HTXHVW6XEPLW3ODQVWR8WLOLW\2ZQHUV8WLOLW\&RQIOLFW0DWUL[8WLOLW\'HVLJQ&RQIHUHQFH8WLOLW\&RQIOLFW5HVROXWLRQ6XEPLW3ODQVWR8WLOLW\2ZQHUV8WLOLW\5HVROXWLRQ&RQIHUHQFHGD\V'UDIW6SHFLILFDWLRQV3DFNDJH6XEPLWWDO5RDGZD\ %ULGJH3ODQV3UHSDUH4& 6XEPLW&HUWLI\8WLOLWLHV5RDGZD\ %ULGJH3ODQV&RXQW\(5&5HYLHZGD\V)LQDO6SHFLILFDWLRQV3DFNDJH6XEPLWWDO5RDGZD\ %ULGJH3ODQV3UHSDUH4& 6XEPLW'HVLJQ3ODQV&RXQW\(5&5HYLHZ6LJQHG 6HDOHG)LQDO3ODQV3UHSDUH4&6XEPLW%HJLQ%LG3KDVH6HUYLFHV6HS 2FW 1RY 'HF -DQ )HE 0DU $SU 0D\ -XQ -XO $XJ 6HS 2FW 1RY 'HF -DQ )HE 0DU $SU 0D\ -XQ &ULWLFDO6SOLW7DVN0LOHVWRQH6XPPDU\3URMHFW6XPPDU\&ULWLFDO*RRGOHWWH)UDQN5RDG'HVLJQDQG3HUPLWWLQJ6FKHGXOH'HVLJQ6HUYLFHV6FKHGXOH1736HSWHPEHU)LQDO3ODQV)HEUXDU\16.B.2.cPacket Pg. 707Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Collier County | Design Services for Goodlette Frank Rd. – Vanderbilt Beach Rd. to Immokalee Rd. | RPS No. 23-8164 | 5-1 5 LOCATION 5 KCA’s work eff orts will be administered and performed by our Fort Myers offi ce (13461 Parker Commons Boulevard, Suite 104) and additional support staff will reside in our Tampa offi ce. These offi ces will facilitate frequent face-to-face meetings with Collier County staff , regular oversight of project activities through frequent site visits, and immediate response for situations that may require rapid response times. KCA’s Ft. Myers offi ce location is less than 35 miles from Collier County’s offi ce. Our extensive Southwest Florida resources will ensure the necessary level of professional involvement for the responsible, expeditious, and accurate completion of this project. The ﬁ rm’s corporate headquarters is located at 201 North Franklin Street, Suite 400, Tampa, where contract authority resides. Guillermo Madriz, PE, is our Principal-in-Charge and responsible for resource management to ensure project delivery, monitoring of our QA/QC plan, and technical engineering consultation on critical project issues. He will ensure our project team has the necessary resources to serve the County’s needs. Collier County 3295 E. Tamiami Trail Naples, FL 34112  16.B.2.c Packet Pg. 708 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 5-2 KCA also has offi ces throughout Florida including Brandon, Orlando, Jacksonville, Tallahassee, Miami, and Lakewood Ranch available for additional resources if needed. All KCA team members are in close proximity of each other and Collier County. The PM and majority of the design leads are just steps away from each other and able to walk down the hall to their offi ce to discuss an issue and come to a resolution. The local team members not only live in Southwest Florida, we invest in the area through recreation, vacation, and volunteering. We give back though our local schools, churches, and volunteer for charities such as Ronald McDonald House. Business tax receipts are included in Tab 7: Required Forms Submittals. Communication and Coordination Frequent and eff ective communication among KCA management and technical staff , subconsultants, and Collier County are critical to both schedule and cost control. Richard Harrison, as PM, will be the main point of contact for this County project, and task leads our will serve as points of contacts for their respective disciplines. Mr. Harrison will be supported by our proposed DPM and Structures Design EOR, Lucio Martinez, PE, who will serve as our secondary point of contact. Our team commits to holding regularly scheduled internal meetings and client meetings to assess progress and determine and address current client needs and concerns. These meetings will be held weekly. As directed by the speciﬁ c needs of the assignment, we may also facilitate formal workshops involving a larger group of County staff and technical staff from the KCA team. Through these interactions, our ﬁ rm seeks to establish and maintain a close working partnership with Collier County to ensure the project stays on course, all expectations are met, and both parties have ownership in the project results. However, to avoid wasted time and miscommunications, meetings and communications between the KCA team and the County must be disciplined. We will develop a formal communications plan for each discipline lead that clearly deﬁ nes the project chain of command and appropriate communication pathways. KCA will work closely with the County and keep them informed of all critical issues. Documents will be submitted to the County for review and comments at established project milestones, and we will respond to any comments within ﬁ ve days of receipt. A review meeting to discuss comments requiring further coordination will be held with the County, Mr. Harrison, Mr. Martinez, and discipline leads. KCA will assure coordination and communication is maintained through personal contact, telephone, Microsoft Teams, GoToMeeting conferencing, and email. Our ﬁ rm’s resources are networked and all members of our project team utilize the same design and plans production software. The latest computer hardware systems provide signiﬁ cant capabilities to transfer data, calculations, and plans production information effi ciently between team members. KCA also utilizes SharePoint and Microsoft Teams to manage day-to-day information collection and distribution between the County and internal staff members. All KCA team members are in close proximity of each other and Collier County. Our team is familiar and knowledgeable of County roads and bridges and we have team members who reside locally; therefore, they are personally invested in the successful completion of this project. 16.B.2.c Packet Pg. 709 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Collier County | Design Services for Goodlette Frank Rd. – Vanderbilt Beach Rd. to Immokalee Rd. | RPS No. 23-8164 | 6-1 6 Recent, Current, Projected WORKLOAD 6 KCA routinely handles a multitude of projects involving various disciplines, and our capable team is committed to providing Collier County with a quality product within budget and on schedule. Our commitment to our clients is an integral part of our corporate philosophy and is a testament to our work ethic exhibited at every level—from our corporate offi cers to our ﬁ eld personnel. This project will be no exception. Our work on the Big Carlos Pass PD&E and Design project was completed in early 2022, making Mr. Harrison and the KCA team fully available to begin work on the this project. The proposed KCA team has been carefully structured to provide exceptional service and experienced staff in the performance of this bridge and roadway improvements project. To meet Collier County needs, our team has committed more than 40 professionals (identiﬁ ed on our organizational chart on page 1-2), who can quickly assemble for peak workloads and who will decrease involvement as appropriate. We also realize ﬂ exibility throughout the project is important as it is essential when unforeseen circumstances occur. Our Principal-in-Charge, Guillermo Madriz, PE, is available to allocate additional ﬁ rmwide resources (more than 330 professionals) as needed to appropriately staff the County’s project and ensure County expectations are met without sacriﬁ cing schedule. Depth of Resources KCA team members are ready to assist the County in any request involved with this project. We are adept at working on multiple projects with very short performance timeframes and accelerated schedules. The main tasks identiﬁ ed in the scope of work vary greatly in technical requirements and the length of time needed to perform the services. Our team’s thorough understanding of the processes required for this project provides us the ability to accurately predict the staffi ng requirements as it relates to staff hours and level of experience. Our team is well equipped to complete all work associated with this project, and our abundant availability allows us to begin work immediately. As with any ﬁ rm, our workload is not always constant, but has peaks and valleys. The dedication of our staff enables the KCA team to meet our clients’ goals by working overtime during peaks and improving our technical skills during slower periods. Our PM, Mr. Harrison, will manage the project and will be the key point of contact between the design team and County’s PM to ensure responsive service, concise and constant communication, and understanding of assignments. Monthly progress meetings with our PM and key staff will include work progress, issues and action items, forecast of upcoming work, and schedule and budget updates. The KCA team is careful in planning, scheduling, and pursuing projects to minimize the possibility for any individual project or client to dominate the resources of the ﬁ rm. Mr. Harrison will develop a monthly production report that is tailored to the needs of the County’s PM. This report will provide a concise account of the work that was performed during the period and an account of the progress of the specialty subconsultants. The production report will also give the County’s PM a month look ahead of the various activities planned for the coming month and will allow Mr. Harrison to accurately assign and control staffi ng levels. KCA’s 24-month current projected workload falls well below the capacity of our staff (see chart at top of next page), and we are eager to use our resources for this Collier County project. Upon award, each team member will continue its commitment to ensure this project is completed in short duration, and our staff will honor the commitment to the County as their individual priority. The chart at the bottom of the page shows our project team’s current and projected workload levels and availability percentages over the next 12 months, illustrating that KCA has more than enough capacity to work on Collier County’s Goodlette Frank Road project. Should additional staffi ng be required for any assignment, personnel resources can easily be made available to commit to the project. The KCA team takes great pride in our history of providing quality, timely services for our clients. We strive toward developing improvements for project delivery and cost savings for our clients, and we are conﬁ dent we have the available, dedicated staff to meet the County’s needs. The KCA team has the resources and available workload capacity to meet the requirements of Collier County for this project including backup capabilities in the event of unforeseen circumstances. 16.B.2.c Packet Pg. 710 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 6-2 TEAM COMMITMENT KCA and our proposed subconsultants have committed to provide the staff identiﬁ ed in this proposal. This commitment is based on having provided professional services to Collier County for more than 25 years including design of roadways, bridges, drainage systems, and environmental permitting services. Our experienced team will continue to provide the County with a high-quality product that is within budget and on schedule. The key staff identiﬁ ed on our organizational chart are immediately available to work on this project. KCA has more than 330 employees, including 82 Professional Engineers. Due to our large staff including multiple disciplines at KCA, we have redundant staff capable of working on this project if unforeseen conditions occur to keep this project on schedule and within the County’s budget. Key Personnel Availability (Next 12 Months) Team Member Role for Project % Availability Richard Harrison, PE PM/Roadway Design EOR 85% Lucio Martinez, PE DPM/Structures Design EOR 80% Adrienne Wisdom, PE Roadway Design 80% Darren Brandes, PE MOT Design EOR 80% Brian Rose, PE Drainage Design EOR 80% Fathy Abdalla, Ph.D., PE, PTOE Lighting/ITS Design EOR 65% Catie Neal Environmental/Permitting 75% Nicole Selly Public Involvement 75% Patrick O’Grady, CBI Bridge Inspection 55% Matt Marino, RPA (CH) Cultural Resources 65% Jeff Nagle, RLA (JEI) Landscape Architecture 60% David Hyatt, PSM (JEI) Survey/Mapping, SUE, and Utilities 45% Josh Hildebrand, PE, PTOE (JEI) Utility Design; Utility Coordination 55% Adam Ahmad, PE (Capital) Traffi c Data Collection; S&PM EOR 65% Larry Moore, PE (Tierra) Geotechnical; Structural Testing 50% 2023 2024 2025 100 80 60 40 20 0 JULYSEPNOVJANMARMAYJULSEPNOVJANMARMAYStaff utilization (workload percentages in teal) | Available staff resources (availability percentages in gray) Overall staff availability (next 2 years) 61% 58% 59% 67% 72% 39% 57% 43% 55% 45%42%41%37%27% 48% 52% 57% 43% 59% 41% 58% 42% 57% 43% 16.B.2.c Packet Pg. 711 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Collier County | Design Services for Goodlette Frank Rd. – Vanderbilt Beach Rd. to Immokalee Rd. | RPS No. 23-8164 | 7-1 7 Required FORM Submittals 7 As requested in Collier County’s RPS, KCA has included the following forms, documents, and licenses in this section: »Vendor Checklist »Form 1: Vendor Declaration Statement »Form 2: Conﬂ ict of Interest Certiﬁ cation »KCA Proof of Status from Division of Corporations - Florida Department of State (Sunbiz) »Form 3: Immigration Affi davit Certiﬁ cation »KCA E-Verify »Form 4: Certiﬁ cation for Claiming Status as a Local Business »KCA’s Lee County Business Tax Receipts »Form 5: Reference Questionnaires (Included in Tab 3: Past Peformance) »Form 6: Grant Provisions and Assurances package in its entirety, if applicable – Not applicable »Vendor W-9 Form »Vendor Proof of Insurance »Copies of all requested ﬁ rm and personnel licenses and/or certiﬁ cations »KCA FDOT prequaliﬁ cation letter »Addenda acknowledgements Addendum 1 Addendum 2 Addendum 3 Addendum 4 Addendum 5 Addendum 6 16.B.2.c Packet Pg. 712 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 7-2 Vendor Check List IMPORTANT: Please review carefully and submit with your Proposal/Bid. All applicable documents shall be submitted electronically through BidSync. Vendor should checkoff each of the following items. Failure to provide the applicable documents may deem you non-responsive/non-responsible. General Bid Instructions has been acknowledged and accepted. Collier County Purchase Order Terms and Conditions have been acknowledged and accepted. Form 1: Vendor Declaration Statement Form 2: Conflict of Interest Certification Proof of status from Division of Corporations - Florida Department of State (If work performed in the State) - http://dos.myflorida.com/sunbiz/ should be attached with your submittal. Vendor MUST be enrolled in the E-Verify - https://www.e-verify.gov/ at the time of submission of the proposal/bid. Form 3: Immigration Affidavit Certification MUST be signed and attached with your submittal. E-Verify Memorandum of Understanding or Company Profile page should be attached with your submittal. Form 4: Certification for Claiming Status as a Local Business, if applicable, has been executed and returned. Collier or Lee County Business Tax Receipt should be attached with your submittal to be considered. Form 5: Reference Questionnaire form must be utilized for each requested reference and included with your submittal, if applicable to the solicitation. Form 6: Grant Provisions and Assurances package in its entirety, if applicable, are executed and should be included with your submittal. Vendor W-9 Form. Vendor acknowledges Insurance Requirements and is prepared to produce the required insurance certificate(s) within five (5) days of the County’s issuance of a Notice of Recommend Award. The Bid Schedule has been completed and attached with your submittal, applicable to bids. Copies of all requested licenses and/or certifications to complete the requirements of the project. All addenda have been signed and attached. County’s IT Technical Architecture Requirements has been acknowledged and accepted, if applicable. Any and all supplemental requirements and terms has been acknowledged and accepted, if applicable.               Non-Applicable Non-Applicable Included in Tab 3: Past Performance Non-Applicable Non-Applicable 16.B.2.c Packet Pg. 713 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 7-3 Form 1: Vendor Declaration Statement BOARD OF COUNTY COMMISSIONERS Collier County Government Complex Naples, Florida 34112 Dear Commissioners: The undersigned, as Vendor declares that this response is made without connection or arrangement with any other person and this proposal is in every respect fair and made in good faith, without collusion or fraud. The Vendor hereby declares the instructions, purchase order terms and conditions, requirements, and specifications/scope of work of this solicitation have been fully examined and accepted. The Vendor agrees, if this solicitation submittal is accepted by Collier County, to accept a Purchase Order as a form of a formal contract or to execute a Collier County formal contract for purposes of establishing a contractual relationship between the Vendor and Collier County, for the performance of all requirements to which this solicitation pertains. The Vendor states that the submitted is based upon the documents listed by the above referenced solicitation. The Vendor agrees to comply with the requirements in accordance with the terms, conditions and specifications denoted herein and according to the pricing submitted as a part of the Vendor’s bids. Further, the Vendor agrees that if awarded a contract for these goods and/or services, the Vendor will not be eligible to compete, submit a proposal, be awarded, or perform as a sub-vendor for any future associated work that is a result of this awarded contract. IN WITNESS WHEREOF, WE have hereunto subscribed our names on this _____ day of _____________, 20__ in the County of _______________, in the State of _____________. Firm’s Legal Name: Address: City, State, Zip Code: Florida Certificate of Authority Document Number Federal Tax Identification Number *CCR # or CAGE Code *Only if Grant Funded __________________________________________________________________________ Telephone: Email: Signature by: (Typed and written) Title: Hillsborough Kisinger Campo & Associates, Corp. (KCA) 13461 Parker Commons Boulevard, Suite 104 Ft. Myers, FL 33912 505419 59-1677145 4TSY1 239.278.5999 marketing@kcaeng.com Guillermo Madriz, PE Vice President/Director of Corporate Operations Florida 31st July 23 16.B.2.c Packet Pg. 714 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 7-4 Additional Contact Information Send payments to: (required if different from above) Company name used as payee Contact name: Title: Address: City, State, ZIP Telephone: Email: Office servicing Collier County to place orders (required if different from above) Contact name: Title: Address: City, State, ZIP Telephone: Email: Richard Harrison, PE Kisinger Campo & Associates, Corp. (KCA) Alexis Maurino Accounting Department Manager 201 N. Franklin Street, Suite 400 Tampa, FL 33602 813.871.5331 amaurino@kcaeng.com 13461 Parker Commons Boulevard, Suite 104 Ft. Myers, FL 33912 239.278.5999 rharrison@kcaeng.com Project Manager 16.B.2.c Packet Pg. 715 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 16.B.2.c Packet Pg. 716 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 7-6 ONE TAMPA CITY CENTER 201 N FRANKLIN STREET, STE 400 TAMPA, FL 33602 Current Principal Place of Business: Current Mailing Address: ONE TAMPA CITY CENTER 201 N FRANKLIN STREET, STE 400 TAMPA, FL 33602 Entity Name:KISINGER CAMPO & ASSOCIATES, CORP. DOCUMENT# 505419 FEI Number: 59-1677145 Certificate of Status Desired: Name and Address of Current Registered Agent: GOLD, AARON JESQ 202 S. ROME AVE SUITE 100 TAMPA, FL 33606 US The above named entity submits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida. SIGNATURE: Electronic Signature of Registered Agent Date Officer/Director Detail : I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath; that I am an officer or director of the corporation or the receiver or trustee empowered to execute this report as required by Chapter 607, Florida Statutes; and that my name appears above, or on an attachment with all other like empowered. SIGNATURE: Electronic Signature of Signing Officer/Director Detail Date Jan 26, 2023 Secretary of State 8512892049CC RONALD GOTT CFO 01/26/2023 No Title OFFICER, CHAIRMAN, SR VP Name CAMPO, MICHAEL J Address ONE TAMPA CITY CENTER 201 N FRANKLIN STREET, STE 400 City-State-Zip: TAMPA FL 33602 Title OFFICER, SR. VP, SECRETARY, TREASURER, CFO Name GOTT, RONALD E Address 201 N. FRANKLIN STREET, SUITE 400 City-State-Zip: TAMPA FL 33602 Title OFFICER, SR VP Name MARTIN, GEORGE DEWEY Address ONE TAMPA CITY CENTER 201 N FRANKLIN STREET, STE 400 City-State-Zip: TAMPA FL 33602 Title OFFICER, VP Name HARRISON, RICHARD Address ONE TAMPA CITY CENTER 201 N FRANKLIN STREET, STE 400 City-State-Zip: TAMPA FL 33602 Title OFFICER, PRESIDENT, CEO Name FOLEY, PAUL G. Address 201 N. FRANKLIN STREET, SUITE 400 City-State-Zip: TAMPA FL 33602 Title OFFICER, SR VP Name SHAW, THOMAS Address ONE TAMPA CITY CENTER 201 N FRANKLIN STREET, STE 400 City-State-Zip: TAMPA FL 33602 Title OFFICER, SR VP Name MCGUCKEN, STEPHEN Address ONE TAMPA CITY CENTER 201 N FRANKLIN STREET, STE 400 City-State-Zip: TAMPA FL 33602 Title OFFICER, VP Name O'GRADY, PATRICK Address ONE TAMPA CITY CENTER 201 N FRANKLIN STREET, STE 400 City-State-Zip: TAMPA FL 33602 Continues on page 2 KCA SUNBIZ 16.B.2.c Packet Pg. 717 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 7-7 Title OFFICER, VP Name CULLUM, SAMUEL Address ONE TAMPA CITY CENTER 201 N FRANKLIN STREET, STE 400 City-State-Zip: TAMPA FL 33602 Officer/Director Detail Continued : Title OFFICER, VP Name MADRIZ, GUILLERMO Address ONE TAMPA CITY CENTER 201 N FRANKLIN STREET, STE 400 City-State-Zip: TAMPA FL 33602 SUNBIZ 16.B.2.c Packet Pg. 718 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 16.B.2.c Packet Pg. 719 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 7-9 U.S. Department of Homeland Security - www.dhs.gov U.S. Citizenship and Immigration Services - www.uscis.gov Accessibility Download Viewers Log Out Welcome Colleen Carter User ID CCAR1294 Last Login 01:25 PM - 10/21/2010 Home My Cases New Case View Cases My Profile Edit Profile Change Password Change Security Questions My Company Edit Company Profile Add New User View Existing Users Close Company Account My Reports View Reports My Resources View Essential Resources Take Tutorial View User Manual Contact Us Company Information Company Name:Kisinger Campo & Associates Corp. Company ID Number:163673 Doing Business As (DBA) Name: DUNS Number: Physical Location:Mailing Address: Address 1:One Tampa City Center Address 1: Address 2:201 N. Franklin Street, Suite 400 Address 2: City:Tampa City: State:FL State: Zip Code:33602 Zip Code: County:HILLSBOROUGH Additional Information: Employer Identification Number:591677145 Total Number of Employees:100 to 499 Parent Organization:Kisinger Campo & Associates Corp. Administrator: Organization Designation: Employer Category:None of these categories apply NAICS Code:541 - PROFESSIONAL, SCIENTIFIC, AND TECHNICAL SERVICES Total Hiring Sites:1 Total Points of Contact:2 E-VERIFY PROFILE PAGE 16.B.2.c Packet Pg. 720 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 7-10 Form 4: Vendor Submittal – Local Vendor Preference Certification (Check Appropriate Boxes Below) State of Florida (Select County if Vendor is described as a Local Business) Collier County Lee County Vendor affirms that it is a local business as defined by the Procurement Ordinance of the Collier County Board of County Commissioners and the Regulations Thereto. As defined in Section Fifteen of the Collier County Procurement Ordinance: Local business means the vendor has a current Business Tax Receipt issued by the Collier County Tax Collector prior to bid or proposal submission to do business within Collier County, and that identifies the business with a permanent physical business address located within the limits of Collier County from which the vendor’s staff operates and performs business in an area zoned for the conduct of such business. A Post Office Box or a facility that receives mail, or a non-permanent structure such as a construction trailer, storage shed, or other non-permanent structure shall not be used for the purpose of establishing said physical address. In addition to the foregoing, a vendor shall not be considered a "local business" unless it contributes to the economic development and well-being of Collier County in a verifiable and measurable way. This may include, but not be limited to, the retention and expansion of employment opportunities, support and increase to the County's tax base, and residency of employees and principals of the business within Collier County. Vendors shall affirm in writing their compliance with the foregoing at the time of submitting their bid or proposal to be eligible for consideration as a "local business" under this section. A vendor who misrepresents the Local Preference status of its firm in a proposal or bid submitted to the County will lose the privilege to claim Local Preference status for a period of up to one year under this section. Vendor must complete the following information: Year Business Established in Collier County or Lee County: ________ Number of Employees (Including Owner(s) or Corporate Officers):_________ Number of Employees Living in Collier County or Lee (Including Owner(s) or Corporate Officers):_______ If requested by the County, Vendor will be required to provide documentation substantiating the information given in this certification. Failure to do so will result in vendor’s submission being deemed not applicable. Sign and Date Certification: Under penalties of perjury, I certify that the information shown on this form is correct to my knowledge. Company Name: _________________________________________ Date: _____________________________ Address in Collier or Lee County: _____________________________________________________________________ Signature: ____________________________________________ Title: _____________________________    Kisinger Campo & Associates, Corp. 1991 335 13 13461 Parker Commons Boulevard, Suite 104, Ft. Myers, FL 33912 July 31, 2023 Guillermo Madriz, PE Vice President/Director of Corporate Operations 16.B.2.c Packet Pg. 721 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 7-11 KCA BUSINESS TAX RECEIPTS Payment Information: $ May engage in the business of: LEE COUNTY LOCAL BUSINESS TAX RECEIPT Account Expires: THIS LOCAL BUSINESS TAX RECEIPT IS NON REGULATORY $FFRXQt Number: 5HFHLSt Number: 6WDWH/LFHQVH1XPEHU: Location: 1039316 KISINGER CAMPO & ASSOCIATES CORP 30.00 13461 PARKER COMMONS BLVD 104 FT MYERS, FL 33912 2022 2317 1503665 ENGINEERING FIRM (101-0090) INT-00-00436827PAID 2023 KISINGER CAMPO & ASSOCIATES CORP 13461 PARKER COMMONS BLVD 104 FT MYERS, FL 33912 09/20/2022 September 30, 2023 Payment Information: $ May engage in the business of: LEE COUNTY LOCAL BUSINESS TAX RECEIPT Account Expires: THIS LOCAL BUSINESS TAX RECEIPT IS NON REGULATORY $FFRXQt Number: 5HFHLSt Number: 6WDWH/LFHQVH1XPEHU: Location: 1062754 KISINGER CAMPO & ASSOCIATES CORP 30.00 13461 PARKER COMMONS BLVD 104 FT MYERS, FL 33912 2022 PE40978 2002266 ENGINEER INT-00-00436827PAID 2023 FOLEY PAUL G 13461 PARKER COMMONS BLVD 104 FT MYERS, FL 33912 09/20/2022 September 30, 2023 Payment Information: $ May engage in the business of: LEE COUNTY LOCAL BUSINESS TAX RECEIPT Account Expires: THIS LOCAL BUSINESS TAX RECEIPT IS NON REGULATORY $FFRXQt Number: 5HFHLSt Number: 6WDWH/LFHQVH1XPEHU: Location: 1062753 KISINGER CAMPO & ASSOCIATES CORP 20.00 13461 PARKER COMMONS BLVD 104 FT MYERS, FL 33912 2022 2002265 SITE LICENSE INT-00-00436827PAID 2023 KISINGER CAMPO & ASSOCIATES CORP 13461 PARKER COMMONS BLVD 104 FT MYERS, FL 33912 09/20/2022 September 30, 2023 16.B.2.c Packet Pg. 722 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 7-12 FORM 6 IF APPLICABLE GRANT PROVISIONS AND ASSURANCES FORMS ARE PROVIDED IN SEPARATE PACKAGE AND MUST BE COMPLETED AND EXECUTED IN ITS ENTIRTY AND RETURNED WITH THE SUBMISSION OF THE BID/PROPOSAL. FAILURE TO DO SO MAY DEEM YOU NON- RESPONSIVE. 6ROLFLWDWLRQ&ROOLHU&RXQW\ $0 S N/A 16.B.2.c Packet Pg. 723 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 7-13 INSURANCE AND BONDING REQUIREMENTS Insurance / Bond Type Required Limits 1. Worker’s Compensation Statutory Limits of Florida Statutes, Chapter 440 and all Federal Government Statutory Limits and Requirements Evidence of Workers’ Compensation coverage or a Certificate of Exemption issued by the State of Florida is required. Entities that are formed as Sole Proprietorships shall not be required to provide a proof of exemption. An application for exemption can be obtained online at https://apps.fldfs.com/bocexempt/ 2. Employer’s Liability $_1,000,000__ single limit per occurrence 3. Commercial General Liability (Occurrence Form) patterned after the current ISO form Bodily Injury and Property Damage $_1,000,000__single limit per occurrence, $2,000,000 aggregate for Bodily Injury Liability and Property Damage Liability. The General Aggregate Limit shall be endorsed to apply per project. This shall include Premises and Operations; Independent Contractors; Products and Completed Operations and Contractual Liability. 4. Indemnification To the maximum extent permitted by Florida law, the Contractor/Vendor shall defend, indemnify and hold harmless Collier County, its officers and employees from any and all liabilities, damages, losses and costs, including, but not limited to, reasonable attorneys’ fees and paralegals’ fees, to the extent caused by the negligence, recklessness, or intentionally wrongful conduct of the Contractor/ Vendor or anyone employed or utilized by the Contractor/Vendor in the performance of this Agreement. 5. Automobile Liability $_1,000,000__ Each Occurrence; Bodily Injury & Property Damage, Owned/Non-owned/Hired; Automobile Included 6. Other insurance as noted: Watercraft $ __________ Per Occurrence United States Longshoreman's and Harborworker's Act coverage shall be maintained where applicable to the completion of the work. $ __________ Per Occurrence Maritime Coverage (Jones Act) shall be maintained where applicable to the completion of the work. $ __________ Per Occurrence Aircraft Liability coverage shall be carried in limits of not less than $5,000,000 each occurrence if applicable to the completion of the Services under this Agreement. $ __________ Per Occurrence Pollution $ __________ Per Occurrence Professional Liability $ 1,000,000 Per claim & in the aggregate Project Professional Liability $__________ Per Occurrence Valuable Papers Insurance $__________ Per Occurrence Cyber Liability $__________ Per Occurrence Technology Errors & Omissions $__________ Per Occurrence 7. Bid bond Shall be submitted with proposal response in the form of certified funds, cashiers’ check or an irrevocable letter of credit, a cash bond posted with the County Clerk, or proposal bond in a sum equal to 5% of the cost proposal. All checks shall be made payable to the Collier County Board of County Commissioners on a bank or trust company located in the State of Florida and insured by the Federal Deposit Insurance Corporation. 6ROLFLWDWLRQ&ROOLHU&RXQW\ $0 S 16.B.2.c Packet Pg. 724 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 7-14 8. Performance and Payment Bonds For projects in excess of $200,000, bonds shall be submitted with the executed contract by Proposers receiving award, and written for 100% of the Contract award amount, the cost borne by the Proposer receiving an award. The Performance and Payment Bonds shall be underwritten by a surety authorized to do business in the State of Florida and otherwise acceptable to Owner; provided, however, the surety shall be rated as “A-“ or better as to general policy holders rating and Class V or higher rating as to financial size category and the amount required shall not exceed 5% of the reported policy holders’ surplus, all as reported in the most current Best Key Rating Guide, published by A.M. Best Company, Inc. of 75 Fulton Street, New York, New York 10038. 9. Vendor shall ensure that all subcontractors comply with the same insurance requirements that he is required to meet. The same Vendor shall provide County with certificates of insurance meeting the required insurance provisions. 10. Collier County must be named as "ADDITIONAL INSURED" on the Insurance Certificate for Commercial General Liability where required. This insurance shall be primary and non-contributory with respect to any other insurance maintained by, or available for the benefit of, the Additional Insured and the Vendor’s policy shall be endorsed accordingly. 11. The Certificate Holder shall be named as Collier County Board of County Commissioners, OR, Board of County Commissioners in Collier County, OR Collier County Government, OR Collier County. The Certificates of Insurance must state the Contract Number, or Project Number, or specific Project description, or must read: For any and all work performed on behalf of Collier County. 12. On all certificates, the Certificate Holder must read: Collier County Board of County Commissioners, 3295 Tamiami Trail East, Naples, FL 34112 13. Thirty (30) Days Cancellation Notice required. 14.Collier County shall procure and maintain Builders Risk Insurance on all construction projects where it is deemed necessary. Such coverage shall be endorsed to cover the interests of Collier County as well as the Contractor. Premiums shall be billed to the project and the Contractor shall not include Builders Risk premiums in its project proposal or project billings. All questions regarding Builder’s Risk Insurance will be addressed by the Collier County Risk Management Division. GG – 6/15/2023 ___________________________________________________________________________________________________________ Vendor’s Insurance Acceptance By submission of the bid Vendor accepts and understands the insurance requirements of these specifications and that the evidence of insurability may be required within five (5) days of the award of this solicitation. The insurance submitted must provide coverage for a minimum of six (6) months from the date of award. 6ROLFLWDWLRQ&ROOLHU&RXQW\ $0 S 16.B.2.c Packet Pg. 725 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 7-15 09/21/2022 Brown & Brown of Florida, Inc. 83 Park Place Blvd, Suite 101 Clearwater FL 33759 Vicky Van Wormer (727) 461-6044 (727) 442-7695 Vicky.VanWormer@bbrown.com Kisinger Campo & Associates, Corp. KCCS, Inc., DBA: Campo & Associates, PLLC201 N Franklin St, Suite 400 Tampa FL 33602 The Charter Oak Fire Insurance Company 25615 The Travelers Indemnity Company of America 25666 Travelers Property Casualty Company of America 25674 Travelers Casualty and Surety Company 19038 Admiral Insurance Company 24856 22-23 Master A P-630-8254A604 10/01/2022 10/01/2023 1,000,000 300,000 10,000 1,000,000 2,000,000 2,000,000 B 810-5N338364 10/01/2022 10/01/2023 1,000,000 Uninsured motorist combined single limit 1,000,000 C 10,000 CUP-7J748484 10/01/2022 10/01/2023 20,000,000 20,000,000 D N UB-7J070308 10/03/2022 10/03/2023 500,000 500,000 500,000 E Professional Liability - Architects & Engineers EO000027205-09 10/01/2022 10/01/2023 Per claim 5,000,000 Aggregate 5,000,000 Deductible 250,000 Certificate holder is an additional insured with respect to general liability, auto liability. For Information Purposes Only 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-MAILADDRESS: 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 EROTH-STATUTEPER LIMITS(MM/DD/YYYY)POLICY EXP(MM/DD/YYYY)POLICY EFFPOLICY NUMBERTYPE OF INSURANCELTRINSR 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 16.B.2.c Packet Pg. 726 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 7-16 December 20, 2021 16.B.2.c Packet Pg. 727 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 7-17 KCA FIRM LICENSE AND CORPORATE CHARTER ;Ѵ-mb;"ĺub==bmķ";1u;|-u!om ;"-m|bvķo;umou "$$ ! ! ! ""!" $! ""!!"" & !$ !("" $!ƓƕƐķ ! "$$&$" ķ & omo|-Ѵ|;u|_bv7o1l;m|bm-m=oulĺ ƑƏƐĺ !"$!$ķ"$ƓƏƏ "&!ĹƕƏѵƔƐ *!$ $Ĺ !&!+ƑѶķƑƏƑƔ $_bvbvouѴb1;mv;ĺ|bvmѴ-=Ѵ=ou-mom;o|_;u|_-m|_;Ѵb1;mv;;|ov;|_bv7o1l;m|ĺ ;|-u $ ƒƒѵƏƑ Ѵ-v;ub=Ѵb1;mv;vomѴbm;-| Ѵoub7-b1;mv;ĺ1ol 16.B.2.c Packet Pg. 728 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 7-18 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c Packet Pg. 729 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 7-19 SUBCONSULTANT FIRM LICENSES ;Ѵ-mb;"ĺub==bmķ";1u;|-u!om ;"-m|bvķo;umou "$$ ! ! ! ""!" $! ""!!"" & !$ !("" $!ƓƕƐķ ! "$$&$" ķ ĺ omo|-Ѵ|;u|_bv7o1l;m|bm-m=oulĺ ƖƏƐƏ"$! "$$ "&!ĹƕƑƓƕƑ *!$ $Ĺ !&!+ƑѶķƑƏƑƔ $_bvbvouѴb1;mv;ĺ|bvmѴ-=Ѵ=ou-mom;o|_;u|_-m|_;Ѵb1;mv;;|ov;|_bv7o1l;m|ĺ ;|-u "&$ƐƏѶ " ƒƓƐƏƖ Ѵ-v;ub=Ѵb1;mv;vomѴbm;-| Ѵoub7-b1;mv;ĺ1ol 16.B.2.c Packet Pg. 730 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 7-20 KEY PERSONNEL PROFESSIONAL ENGINEERING LICENSES ;Ѵ-mb;"ĺub==bmķ";1u;|-u!om ;"-m|bvķo;umou "$$ ! ! ! ""!" $! ""!!"" & !$ !("" $!ƓƕƐķ ! "$$&$" !!"ķ!! omo|-Ѵ|;u|_bv7o1l;m|bm-m=oulĺ ѵƓƐƕ"!&!$ "&!ĹѵѵѵƓƓ *!$ $Ĺ !&!+ƑѶķƑƏƑƔ $_bvbvouѴb1;mv;ĺ|bvmѴ-=Ѵ=ou-mom;o|_;u|_-m|_;Ѵb1;mv;;|ov;|_bv7o1l;m|ĺ ;|-u )"+ ƒƒƔƓƔŊƒѶѵƐ Ѵ-v;ub=Ѵb1;mv;vomѴbm;-| Ѵoub7-b1;mv;ĺ1ol ;Ѵ-mb;"ĺub==bmķ";1u;|-u!om ;"-m|bvķo;umou "$$ ! ! ! ""!" $! ""!!"" & !$ !("" $!ƓƕƐķ ! 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"&!ĹƕƓƕƔƓ *!$ $Ĺ !&!+ƑѶķƑƏƑƔ $_bvbvouѴb1;mv;ĺ|bvmѴ-=Ѵ=ou-mom;o|_;u|_-m|_;Ѵb1;mv;;|ov;|_bv7o1l;m|ĺ ;|-u ! ƒƒƔƐƐ Ѵ-v;ub=Ѵb1;mv;vomѴbm;-| Ѵoub7-b1;mv;ĺ1ol 16.B.2.c Packet Pg. 731 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 7-21 KEY PERSONNEL PROFESSIONAL ENGINEERING LICENSES ;Ѵ-mb;"ĺub==bmķ";1u;|-u!om ;"-m|bvķo;umou "$$ ! ! ! ""!" $! ""!!"" & !$ !("" $!ƓƕƐķ ! "$$&$" !! "ķ&!$+ omo|-Ѵ|;u|_bv7o1l;m|bm-m=oulĺ ƔѵƏƏ"$!! "&!ĹƖƒƑƒƓ *!$ $Ĺ !&!+ƑѶķƑƏƑƔ $_bvbvouѴb1;mv;ĺ|bvmѴ-=Ѵ=ou-mom;o|_;u|_-m|_;Ѵb1;mv;;|ov;|_bv7o1l;m|ĺ ;|-u $ĺƒƏƖ !$+!" ƒƒƖƏѶ Ѵ-v;ub=Ѵb1;mv;vomѴbm;-| Ѵoub7-b1;mv;ĺ1ol ;Ѵ-mb;"ĺub==bmķ";1u;|-u!om ;"-m|bvķo;umou "$$ ! ! ! ""!" $! ""!!"" & !$ !("" $!ƓƕƐķ ! "$$&$" !"ķ!" omo|-Ѵ|;u|_bv7o1l;m|bm-m=oulĺ ƐƐƕƏƏ$!! 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"$$&$" "!ķ! omo|-Ѵ|;u|_bv7o1l;m|bm-m=oulĺ ƐƒƐƖ ) "&!ĹƖѵѵƓƖ *!$ $Ĺ !&!+ƑѶķƑƏƑƔ $_bvbvouѴb1;mv;ĺ|bvmѴ-=Ѵ=ou-mom;o|_;u|_-m|_;Ѵb1;mv;;|ov;|_bv7o1l;m|ĺ &$ƐƏƒ ! ƒƑѶƐƓ Ѵ-v;ub=Ѵb1;mv;vomѴbm;-| Ѵoub7-b1;mv;ĺ1ol !$$ &""" ! ""!&$ ;Ѵ-mb;"ĺub==bmķ";1u;|-u!om ;"-m|bvķo;umou "$$ ! ! ! ""!" $! ""!!"" & !$ !("" $!ƓƕƐķ ! "$$&$" "!&!ķ&!$" omo|-Ѵ|;u|_bv7o1l;m|bm-m=oulĺ ƐƔƒƕ(!+ !ĺ "&!ĹѵѵƔƑƓ *!$ $Ĺ !&!+ƑѶķƑƏƑƔ $_bvbvouѴb1;mv;ĺ|bvmѴ-=Ѵ=ou-mom;o|_;u|_-m|_;Ѵb1;mv;;|ov;|_bv7o1l;m|ĺ ;|-u !)$! ƒƒƕѵƓ Ѵ-v;ub=Ѵb1;mv;vomѴbm;-| Ѵoub7-b1;mv;ĺ1ol 16.B.2.c Packet Pg. 732 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 7-22 KEY PERSONNEL PROFESSIONAL ENGINEERING LICENSES ;Ѵ-mb;"ĺub==bmķ";1u;|-u!om ;"-m|bvķo;umou "$$ ! ! ! ""!" $! ""!!"" & !$ !("" $!ƓƕƐķ ! "$$&$" )" ķ !!$ omo|-Ѵ|;u|_bv7o1l;m|bm-m=oulĺ ƔѵƓƖ$ !ĺ "&!ĹƕѶƓƖƑ *!$ $Ĺ !&!+ƑѶķƑƏƑƔ $_bvbvouѴb1;mv;ĺ|bvmѴ-=Ѵ=ou-mom;o|_;u|_-m|_;Ѵb1;mv;;|ov;|_bv7o1l;m|ĺ ;|-u !$+!" ƒƒƖƐƖ Ѵ-v;ub=Ѵb1;mv;vomѴbm;-| Ѵoub7-b1;mv;ĺ1ol ;Ѵ-mb;"ĺub==bmķ";1u;|-u!om ;"-m|bvķo;umou "$$ ! ! ! ""!" $! ""!!"" & !$ !("" $!ƓƕƐķ ! "$$&$" ķ ĺ omo|-Ѵ|;u|_bv7o1l;m|bm-m=oulĺ ƖƏƐƏ"$! "$$ "&!ĹƕƑƓƕƑ *!$ $Ĺ !&!+ƑѶķƑƏƑƔ $_bvbvouѴb1;mv;ĺ|bvmѴ-=Ѵ=ou-mom;o|_;u|_-m|_;Ѵb1;mv;;|ov;|_bv7o1l;m|ĺ ;|-u "&$ƐƏѶ " ƒƓƐƏƖ Ѵ-v;ub=Ѵb1;mv;vomѴbm;-| Ѵoub7-b1;mv;ĺ1ol 16.B.2.c Packet Pg. 733 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 7-23 KEY PERSONNEL PROFESSIONAL ENGINEERING LICENSES 16.B.2.c Packet Pg. 734 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 7-24 KCA FDOT PREQUALIFICATION LETTER Florida Department of Transportation RON DESANTIS GOVERNOR 605 Suwannee Street Tallahassee, FL 32399-0450 JARED W. PERDUE, P.E. SECRETARY 1 May 24, 2023 Paul Foley, Chief Executive Officer/President KISINGER CAMPO & ASSOCIATES, CORP. 201 North Franklin Street, Suite 400 Tampa, Florida 33602 Dear Mr. Foley: The Florida Department of Transportation has reviewed your application for prequalification package and determined that the data submitted is adequate to technically prequalify your firm for the following types of work: Group 2 - Project Development and Environmental (PD&E) Studies Group 3 - Highway Design - Roadway 3.1 - Minor Highway Design 3.2 - Major Highway Design 3.3 - Controlled Access Highway Design Group 4 - Highway Design - Bridges 4.1.1 - Miscellaneous Structures 4.1.2 - Minor Bridge Design 4.2.1 - Major Bridge Design - Concrete 4.2.2 - Major Bridge Design - Steel 4.3.1 - Complex Bridge Design - Concrete 4.3.2 - Complex Bridge Design - Steel Group 5 - Bridge Inspection 5.1 - Conventional Bridge Inspection 5.2 - Movable Bridge Inspection 5.3 - Complex Bridge Inspection 5.4 - Bridge Load Rating Group 6 - Traffic Engineering and Operations Studies 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 16.B.2.c Packet Pg. 735 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 7-25 KCA FDOT PREQUALIFICATION LETTER 2 Group 7 - Traffic Operations Design 7.1 - Signing, Pavement Marking and Channelization 7.2 - Lighting 7.3 - Signalization Group 10 - Construction Engineering Inspection 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 Group 11 - Engineering Contract Administration and Management Group 13 - Planning 13.5 - Subarea/Corridor Planning 13.7 - Transportation Statistics Your firm is now technically prequalified with the Department for Professional Services in the above referenced work types. The overhead audit has been accepted, and your firm may pursue projects in the referenced work types with fees of any dollar amount. This status shall be valid until June 30, 2024, for contracting purposes. Approved Rates Home/ Branch Overhead Field Overhead Facilities Capital Cost of Money Premium Overtime Reimburse Actual Expenses Home Direct Expense Field Direct Expense 183.67% 151.47% 0.102% Excluded No 8.25% 14.85%* *Rent and utilities excluded from field office rate. These costs will be directly reimbursed on contracts that require the consultant to provide field office. Per Title 23, U.S. Code 112, there are restrictions on sharing indirect cost rates. Refer to Code for additional information. Should you have any questions, please feel free to contact me by email at carliayn.kell@dot.state.fl.us or by phone at 850-414-4597. Sincerely, Carliayn Kell Professional Services Qualification Administrator 16.B.2.c Packet Pg. 736 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 7-26 ADDENDUM ACKNOWLEDGEMENTS Addendum 1 Date: June, 23, 2023 From:Leeann Charles, Procurement Strategist To:Interested Bidders Subject: Addendum #1, 23-8164 Design Services for Goodlette Frank Rd - Vanderbilt Beach Rd to Immokalee Rd The following changes are made to the above-mentioned Collier County solicitation: Change 1. Please see the following additional documents added. 1. GFR Golf Crat Overpass Relocation As-Builts 2. Goodlett Frank at Pelican March Overcrossing 3. Goodlette Frank Rd As Builts If you require additional information, please post a question on our BidSync (www.bidsync.com) bidding platform under the solicitation for this project. Please sign below and return a copy of this Addendum with your submittal for the above referenced solicitation. (Signature)Date (Name of Firm) Email: Leeann.Charles@colliercountyfl.gov Telephone: (239) 252-4270 Pleaseeeeeeeeeeeeeeeeeeeeee sign below refereneeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeceed dddddddddddddddddddddddddddddddddddddddddddddddddddddddddddddddd soliiiiiicita SSSSSSSSSSSSSSSSSSSigigiiigigigiiigiiiiiigiigiiigiiiiggiigiigiigiiigiggiiigigiigiiiggigigigggggigggggiiiiggggiggiiiiiiigggiiiiiiiii ananananananannnnnnnnnnnnnannannnannaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaatututtutttttttttttttutttttttttttttttttttttttttttttttututrereeeeeeeeeeereereeerrerrererreeererrererererrerrrerrrrerereererrrrreeeeeerererrereeereereeerreeeeeerrerrereeeerreeeereerrreerrer)))))))))))))))))))))))))))))))) Kisinger Campo & Associates, Corp. June 23, 2023 16.B.2.c Packet Pg. 737 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 7-27 Addendum 2 Date: July 11, 2023 From:Leeann Charles, Procurement Strategist To:Interested Bidders Subject: Addendum #2, 23-8164 Design Services for Goodlette Frank Rd - Vanderbilt Beach Rd to Immokalee Rd The following changes are made to the above-mentioned Collier County solicitation: Change : Please see the following additional documents added. 1. VBR Widening Draft Roadway Plans 2. VBR Widening Draft Signalization Plans 3. VBR Widening Draft Lighting Plans If you require additional information, please post a question on our BidSync (www.bidsync.com) bidding platform under the solicitation for this project. Please sign below and return a copy of this Addendum with your submittal for the above referenced solicitation. (Signature)Date (Name of Firm) Email: Leeann.Charles@colliercountyfl.gov Telephone: (239) 252-4270 Pleaaaaaaaaaaaaaaasessssssssssssssssssssssssssssss sign below refeeeeeeeeeeeeeeeerrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrencecececceeececececeeceeeceeececeececeeceececeececccccecccecececcceeccccccceccececececeeced sooooooooooooooooooooooolici (SSSS(SSSSSSSSSS(SSS(SSSS(S(SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS(((SSSSSSSSSSSS((((SSSSSSSSSS((((SSSSSSS((igiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiinannnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnntutuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuurerrrrrererrrrreererererereererreereerrrrereeereeerrereerereeeererrerreereerererrrrereeerreeerereeeerrrrrrrrrrrerrrrrrrrrrrrrrrr))))))))))))))))))))))))))))))))))))))) Kisinger Campo & Associates, Corp. July 11, 2023 16.B.2.c Packet Pg. 738 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 7-28 Addendum 3 Date: July 17, 2023 From:Leeann Charles, Procurement Strategist To:Interested Bidders Subject:Addendum #3, 23-8164 Design Services for Goodlette Frank Rd - Vanderbilt Beach Rd to Immokalee Rd Rehabilitation. The following clarifications are issued as an addendum: Change 1: The proposal due date and Question and Answer deadline have been extended as follows: Proposal Bid Opening Date/Time: July 20, 2023 at 3:00pm July 31, 2023 at 3:00pm Questions and Answers Deadline:July 13, 2023 at 5:00pm July 24, 2023 at 5:00pm If you require additional information, please post a question on our BidSync (www.bidsync.com) bidding platform under the solicitation for this project. Please sign below and return a copy of this Addendum with your submittal for the above referenced solicitation. (Signature)Date (Name of Firm) Email: Leeann.Charles@colliercountyfl.gov Telephone: (239)252-4270 Pleasessssssssss sign below referrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrreeneeceeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeed solicit (SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSigiiiiigigiigiiigigigggigigiigiiiiiggggggggiggigiggiggiiiiiiiigiggggiggggggggggigiiiggggggggigiiinnnnnnnnnnanannnanananananannnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnntuttutututttttuttttuttututtttutuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuurererererrrrrrrrerrrrrrrrerrerererreerrrerrerrerrrerererererrerrreereerrerererrrerreeererererereeeererreereeerrrrreeeeeerrrrrr)))))))))))))))))))))))))))))))))))))) Kisinger Campo & Associates, Corp. July 17, 2023 16.B.2.c Packet Pg. 739 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 7-29 Addendum 4 Date: July 21, 2023 From:Leeann Charles, Procurement Strategist To:Interested Bidders Subject:Addendum #4, 23-8164 Design Services for Goodlette Frank Rd - Vanderbilt Beach Rd to Immokalee Rd Rehabilitation. The following clarifications are issued as an addendum identifying the following clarification to the scope of work, changes, deletions, or additions to the original solicitation document for the referenced solicitation: Change 1:In response to question 8 posted on Bid Sync. Regarding RPS 23-8164, Section 2.1 states the following: The Consultant shall assist the County in reviewing the grant documents and assist with preparing it for approval by the Board of County Commissioners. What exactly will the consultant assist with? Typically, county staff (e.g. - project manager, fiscal, etc.) alone draft an agenda item/budget amendment to be reviewed by the County Attorney for the Board of County Commissions (BCC) consideration. Words underlined are added to the Solicitation document as noted below: Please see revised Solicitation: 2.1 Project General and Roadway (Activities 3, 4, and5) Public Involvement: See Public Involvement Scope, Section3.1 Other Agency Presentations/Meetings: See Public Involvement Scope, Section 3.1 Joint Participation Agreements: The Project’s construction phase will receive a Transportation Incentive Grant Program funds (TRIP); therefore, the Agreement must be executed prior to the termination of the design phase. The Consultant shall assist the County in reviewing the grant documents and assist with preparing it for approval by the Board of County Commissioners. The consultant may assist the County in preparing and reviewing information, schedules, and budgets prior to submittal to the BCC. In addition, the consultant may prepare presentations and other documents as directed by the County Project Manager and be prepared to present them to the BCC during the meeting. Furthermore, The Consultant may be present during the BCC meeting to respond to all inquiries from the Commissioners or representatives from the public regarding those presentations and documents. Change 2: In response to Question 13 posted on Bidsync. Section 2.7 of the Design Service Solicitation describes the efforts for Traffic Data Collection and Traffic Studies. This section describes the work as a signal warrant justification for the intersection of Goodland Frank Road and Immokalee Road. Since this intersection is already signalized, is there a need for signal warrant justification within Email: Leeann.Charles@colliercountyfl.gov Telephone: (239) 252-4270 16.B.2.c Packet Pg. 740 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 7-30 the project limits? It should also be noted that the work described in Section 21.3 (Signal Warrant Analysis) reads "N/A". Please clarify the scope of the Traffic Study and any related data collection. Words struck out are removed from the Solicitation document as noted below: Please see revised Solicitation. 2.7 Signalization (Activities 21 & 22) The Consultant shall analyze the need for signal upgrades at the Creekside Boulevard and Vanderbilt Beach Road intersections. Intersections: Existing Signalized Intersections: Vanderbilt Beach Road, Creekside Boulevard, and Immokalee Road. These signal modifications are within this scope of service. Traffic Data Collection: The CONSULTANT shall collect one (1) 12-hour traffic count at the intersections of Frank Goodlett Boulevard with Immokalee Road and Vanderbilt Beach Road. Traffic Studies: The CONSULTANT shall complete a signal warrant justification for the intersection of Goodland Frank Road and Immokalee Road. Change 3: Clarification to Question 10 posted on Bidsync. Words struck out are removed from Question 10 answer as noted below: Question 10 Section 21.13 of the project scope mentions that "Closed Circuit Television (CCTV (as necessary))" is to be part of this project. However, there is no further detail on the extent of the CCTV needs for the project. Section 33.1 Ã¢ÂÂ“ IT Analysis, Also has language stating that "The CONSULTANT design is expected to include the following attributes, facilities, infrastructure, ITS devices, systems, and associated work: [Insert project specifics (e.g. TMC facilities; communication system design; SunGuide software system installation or expansion; deployment of ITS device such as DMS, CCTV cameras, vehicle detection systems, etc.)] It appears that the ITS requirements were not added to the scope language which would clarify the extent of the required improvements. Can a clarification be provided on the ITS infrastructure/devices/systems that are to be included in this project? Clarifications to Answer : All Traffic Operations Technical Special Provisions and Supplemental Terms and Conditions can be found at the following website: www.colliercountyfl.gov/government/transportation-management-services/traffic- operations/traffic-technical-special-provisions-and-supplemental-terms-and-conditions. Additional inquires can be directed to: trafficops@colliercountyfl.gov If you require additional information, please post a question on our BidSync (www.bidsync.com) bidding platform under the solicitation for this project. Please sign below and return a copy of this Addendum with your submittal for the above referenced solicitation. (Signature)Date (Name of Firm) Please sign below referrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrreneeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeceeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeed solicit (SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSigigiggigigigiggigigiigiiiiigiigiiigiiiiiigiiiiiiiiigiggggggigigggiggggggggigiiiiiiiiiggggggigigigggigiggggigiiiiiiiggggggggggigiiiiiiiiiinaaanaanaanananaaananaaaaaanaaanaaaaaaaaaananaaaaanaaaaaaannnanananannnnannaaaaaannnnannnnnnnnnnnnaaaaaaaaaaaaannnnnnnnnnnannnnanaaaannnnnnnnnnnaaaaaaaaaaaaaaaaaaaaaaaaaaaatutututtttututtttttttttuttttttttttututttttttttututtttttttttutuuuuuuuuuuuuuuuuuuuuuuuuuuureeereeeeeeeeeeeeeeeeeeeeeeereeeeeeereeeeerereeeerrereeerrrererrrererrrrereerrrrerrereerrrrereeeeeereereeerereeeeeeeeeeeeeee)))))))))))))))))))))))))))))))))))))))) Kisinger Campo & Associates, Corp. July 21, 2023 16.B.2.c Packet Pg. 741 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for 7-31 Email: Leeann.Charles@colliercountyfl.gov Telephone: (239) 252-4270 Addendum 5 Date: July 31, 2023 From:Leeann Charles, Procurement Strategist To:Interested Bidders Subject:Addendum #5, 23-8164 Design Services for Goodlette Frank Rd -Vanderbilt Beach Rd to Immokalee Rd Rehabilitation. The following clarifications are issued as an addendum: Change 1: The proposal due date and Question and Answer deadline have been extended as follows: Proposal Bid Opening Date/Time: July 31, 2023 at 3:00pm August 14, 2023 at 3:00pm If you require additional information, please post a question on our BidSync (www.bidsync.com) bidding platform under the solicitation for this project. Please sign below and return a copy of this Addendum with your submittal for the above referenced solicitation. (Signature)Date (Name of Firm) Pleasesesesesssssssesssssssssssssssessssseesseessessessesessesssssesssssese siggggggggggggggggggggggn below refererrrrerererreererreerreerereerrererrerrrrrrrrrrrrrrrrrrrrrrrrrncedeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee solllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllicit (Signananananaaaaaaaaaaaaaatuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuurerrereeereeereeeereeeeereereerreereerreeerererr)))))))))))))))))))))))))))))) Kisinger Campo & Associates, Corp. July 31, 2023 16.B.2.c Packet Pg. 742 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for Email: Leeann.Charles@colliercountyfl.gov Telephone: (239) 252-4270 Addendum 6 Date: August 14, 2023 From: Leeann Charles, Procurement Strategist To: Interested Bidders Subject: Addendum #6, 23-8164 Design Services for Goodlette Frank Rd - Vanderbilt Beach Rd to Immokalee Rd Rehabilitation. The following clarifications are issued as an addendum: Change 1: The proposal due date has been extended as follows: Proposal Bid Opening Date/Time: August 14, 2023 at 3:00pm August 28, 2023 at 3:00pm If you require additional information, please post a question on our BidSync (www.bidsync.com) bidding platform under the solicitation for this project. Please sign below and return a copy of this Addendum with your submittal for the above referenced solicitation. (Signature) Date (Name of Firm) Kisinger Campo & Associates, Corp. August 14, 2023 16.B.2.c Packet Pg. 743 Attachment: KCA_Collier_Co_Goodlette-Frank_Rd-Vanderbilt_Beach_Rd_RPS_No._23-8164 (1) (28152 : RPS 23-8164, “Design Services for COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS REQUEST FOR PROFESSIONAL SERVICES (RPS) In accordance with Florida Statute 287.055 Consultants’ Competitive Negotiation Act FOR DESIGN SERVICES FOR GOODLETTE FRANK RD- VANDERBILT BEACH RD TO IMMOKALEE RD RPS NO.: 23-8164 LEEANN CHARLES, PROCUREMENT STRATEGIST PROCUREMENT SERVICES DIVISION 3295 TAMIAMI TRAIL EAST, BLDG C-2 NAPLES, FLORIDA 34112 TELEPHONE: (239) 252-4270 Leeann.Charles@colliercountyfl.gov (Email) This proposal solicitation document is prepared in a Microsoft Word format (rev 8/16/17). 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. 16.B.2.e Packet Pg. 744 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) SOLICITATION PUBLIC NOTICE REQUEST FOR PROFESSIONAL SERVICES (RPS) NUMBER: 23-8164 PROJECT TITLE: Design Services for Goodlette Frank Rd - Vanderbilt Beach Rd to Immokalee Rd RPS OPENING DAY/DATE/TIME: Thursday, July 20, 2023 at 3:00 PM 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://www.bidsync.com/bidsync-cas/ INTRODUCTION As requested by the Transportation Engineering Division (hereinafter, the “Division”), 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 Consultant, at a minimum, must achieve the requirements of the Specifications or Scope of Work stated. BACKGROUND This project encompasses sections of Goodlette-Frank Road from the intersection of Vanderbilt Beach Road (VBR), extending north to the intersection of Immokalee Road. The proposed roadway improvements will continue to widen the Goodlette Frank Road from Vanderbilt Beach Road to Immokalee Road approximately 1.6 miles. The widened roadway will be the same from two to four lanes similar to the southern section of Goodlette Frank Road. The improvements proposed will provide roadway enhancements and improve safety along the corridor. 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 initial term of this contract. Surcharges will not be accepted in conjunction with this contract, and such charges should be incorporated into the pricing structure. DETAILED SCOPE OF WORK 1 PURPOSE The purpose of this Exhibit is to describe the scope of work and the responsibilities of the CONSULTANT and the COUNTY in connection with the design and preparation of a complete set of construction contract documents and incidental engineering services, as necessary, for improvements to the transportation facility described herein. Provide services as defined in this Scope of Services, which references the Florida Department of Transportation (FDOT) manuals, and procedures. For this project the CONSULTANT and/or Sub-Consultant(s) must be FDOT qualified (Rule Chapter 14-75) to perform the assigned work and/or services required of the project. At a minimum, the CONSULTANT and/or Sub-Consultant(s) must be qualified to perform the following types of work: Major work mix includes: • 0020 New Bridge Construction • 0025 Bridge Rehab and add lanes • 0221 Widen & Resurface Existing Lanes • 0205 Sidewalk • 0715 Traffic Engineering Study • 0716 Traffic Signals 16.B.2.e Packet Pg. 745 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) • 0774 Signing/Pavement Markings • 0777 Lighting Major work groups include: • 3.2 Major Highway Design • 4.1.2 Minor Bridge Design • 5.1 Conventional Bridge Inspection Minor work groups include: • 4.1.1 Miscellaneous Structures • 7.1 Signing, Pavement Marking & Channelization • 7.2 Lighting • 7.3 Signalization • 8.1 Control Surveying • 8.2 Design, Right of Way Construction Surveying • 8.4 Right of Way Mapping • 9.1 Soil Exploration • 9.2 Geotechnical Classification Lab Testing • 9.4 Foundation Studies • 9.5 Geotechnical Specialty Lab Testing The Florida Department of Transportation (FDOT) is partnering with the County through a Transportation Regional Incentive Program (TRIP) grant. The FDOT will provide the TRIP funds for the construction phase of the project in Fiscal Year 2025. Therefore, the design, permitting, and right-of-way phases must be completed by the spring of 2025. The Firms submitting as the PRIME CONSULTANT must be prequalified by the FDOT. In addition, FDOT will review the design documents at each phase. Furthermore, at a minimum the Prime Firm must be pre-qualified through FDOT in the following work groups: • Group 3 - Highway Design – Roadway: 3.2 Major Highway Design • Group 4 – Highway Design – Bridges: 4.1.2 Minor Bridge Design Construction contracting methods include: N/A The general objective is for the CONSULTANT to prepare a set of contract documents, including plans, specifications, construction cost estimates, supporting engineering analysis, calculations, permits, and other technical documents in accordance with FDOT and COUNTY policy, procedures, and requirements. These Contract documents will be used by the contractor to build the project and test the project components. These Contract documents will be used by the COUNTY or its Construction Engineering Inspection (CEI) representatives for inspection and final acceptance of the project. The CONSULTANT shall follow a systems engineering process to ensure that all required project components are included in the development of the contract documents and the project can be built as designed and per specifications. The Scope of Services establishes which items of work in the FDOT Manual of Uniform Minimum Standards for Design, Construction and Maintenance (Florida Greenbook), COUNTY Code and other pertinent manuals are specifically prescribed to accomplish the work included in this contract and indicate which items of work will be the responsibility of the CONSULTANT and/or the COUNTY. The CONSULTANT shall be aware that as the project is developed, certain modifications and/or improvements to the original concepts may be required. The CONSULTANT shall incorporate these refinements into the design and consider such refinements to be an anticipated and integral part of the work. This shall not be a basis for any supplemental fee request(s). The CONSULTANT shall demonstrate good project management practices while working on this project. These include communication with the COUNTY and others as necessary, management of time and resources, 16.B.2.e Packet Pg. 746 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) and documentation. The CONSULTANT shall set up and maintain throughout the design of the project a contract file in accordance with COUNTY procedures. The CONSULTANT is expected to know the laws and rules governing the profession and is expected to provide services in accordance with current regulations, codes, and ordinances and recognized standards applicable to such professional services. The CONSULTANT shall provide qualified technical and professional personnel to perform to COUNTY standards and procedures, the duties and responsibilities assigned under the terms of this agreement. The CONSULTANT shall minimize to the maximum extent possible the COUNTY’s need to apply its own resources to assignments authorized by the COUNTY. The COUNTY will provide contract administration, management services, and technical reviews of all work associated with the development and preparation of contract documents, including Construction documents. The COUNTY’s technical reviews are for high-level conformance and are not meant to be comprehensive reviews. The CONSULTANT shall be fully responsible for all work performed and work products developed under this Scope of Services. The COUNTY may provide job-specific information and/or functions as outlined in this contract if favorable. It is imperative that all signal, roadway lighting, and signing and pavement marking designs be reviewed and approved by Collier COUNTY Traffic Operations at each phase of the project. The designer shall adhere to the current Collier COUNTY Traffic Operations specifications to minimize redesign. 2 PROJECT DESCRIPTION & BACKGROUND The intersection of Goodlette-Frank Road (GFR) and Vanderbilt Beach Road (VBR) may be under construction before the design is completed for this project. Therefore, the CONSULTANT shall incorporate all future improvements by “others” as an existing condition unless otherwise directed by the Project Manager. The CONSULTANT shall investigate the status of any active and/or recently completed projects and become familiar with concepts and commitments (typical sections, alignments, etc.) developed from prior studies and/or activities. If a Preliminary Engineering Report is available from a prior or current Project Development and Environment (PD&E) study, the CONSULTANT shall use the approved concepts as a basis for the design unless otherwise directed by the COUNTY. The project encompasses approximately a 1.6-mile section of Goodlette-Frank Road from the intersection with Vanderbilt Beach Road (VBR), extending north to the intersection of Immokalee Road. Goodlette-Frank Road bridges over a golf cart pathway and Pelican Marsh Boulevard at approximately 0.8 and 0.7 miles north of Vanderbilt Beach Road. The improvements proposed will provide roadway enhancements and improve safety along the corridor. The two (2) existing bridges condition must be evaluated before commencing with any design, including developing a load rating. Therefore, inspections and condition ratings must be performed early to determine the needed rehabilitation or replacement for these bridges. The CONSULTANT shall apply for bridge numbers from FDOT as part of the work under this contract. The existing corridor is primarily a hybrid rural two to four-lane roadway. From Immokalee Road to Creekside Boulevard, the four-lane segment is urban, with street lighting and sidewalks on both sides of the roadway. From Creekside Boulevard to Vanderbilt Beach Road, the pavement transitions from a four/five-lane divided rural cross- section to a two-lane rural section. Within this segment, on the west side, there is only a 300-foot segment of sidewalk north of the intersection with VBR. The roadway has varying widths of paved shoulders within the cross- section. Street lighting exists on both sides but not beyond the existing bridges. The existing drainage consists of a closed drainage system north of Pelican Marsh Boulevard and roadside ditches on both sides of the roadway to the south. Approximately 30 years ago, Westinghouse Communities (WCI) developed the Pelican Marsh Community Development District (PMCDD) and built the two existing bridges carrying Goodlette-Frank Road. These bridges were never officially made part of the County’s assets; however, they are within the public right-of-way. The PMCDD, through a quit claim deed, will transfer ownership of the bridges to the county. The PMCDD and the county entered into a Landscape Maintenance Agreement (LMA) with the public right-of-way along Pelican Marsh Boulevard. The design should minimize or avoid impacting the landscape specified in the LMA. The proposed roadway improvements for this project consists of expanding the entire corridor to four travel lanes, replacing/expanding the existing two bridge structures, completing the closed drainage system and lighting, and providing on-street bicycle lanes, multi-use pathway and sidewalks. Particular attention should be paid to maintaining traffic along Goodlette Road and on Pelican Marsh Boulevard while the project is under construction. The Consultant shall design the Traffic Control so that the access to the golf cart path and Pelican Marsh Boulevard are not closed simultaneously and shall investigate alternate ways to minimize the disruption to traffic. 2.1 Project General and Roadway (Activities 3, 4, and 5) Public Involvement: See Public Involvement Scope, Section 3.1 Other Agency Presentations/Meetings: See Public Involvement Scope, Section 3.1 Joint Participation Agreements: The Project’s construction phase will receive a Transportation Incentive Grant 16.B.2.e Packet Pg. 747 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) Program funds (TRIP); therefore, the Agreement must be executed prior to the termination of the design phase. The Consultant shall assist the County in reviewing the grant documents and assist with preparing it for approval by the Board of County Commissioners. The consultant may assist the County in preparing and reviewing information, schedules, and budgets prior to submittal to the BCC. In addition, the consultant may prepare presentations and other documents as directed by the County Project Manager and be prepared to present them to the BCC during the meeting. Furthermore, The Consultant may be present during the BCC meeting to respond to all inquiries from the Commissioners or representatives from the public regarding those presentations and documents. Local Agency Program Agreement: N/A Specification Package Preparation: See Specifications Package Preparation, Section 3.3 Value Engineering: Value Engineering/Independent Peer Review services will be conducted for this project. Please review Section 3.5 for details. Plan Type: Plan/Profile. The CONSULTANT shall provide all plans and details necessary for construction of the project described herein. The CONSULTANT is expected to follow all design criteria and processes provided in the latest version of the FDOT Manual of Uniform Minimum Standards for Design, Construction and Maintenance (commonly known as the Florida Greenbook). Additional criteria from the American Association of State Highway and Transportation Officials (AASHTO), the Construction Standards Handbook for Work Within the Public Right-of-way Collier COUNTY, Florida, and the Collier COUNTY Urban Land Development Code (CCULDC) should also be utilized. The latest FDOT Design Manual (FDM) criteria and the National Association of City Transportation Officials (NACTO) Urban Bikeway Design Guide should be considered for best practice. The COUNTY must approve deviations from the criteria and processes provided in the FDM in writing. Typical Section: The CONSULTANT shall develop and submit a signed and sealed Typical Section Package. Pavement Design: The CONSULTANT shall provide all pavement designs required for the project. The CONSULTANT shall submit a signed and sealed Pavement Design Package before the 30% plan submittal for COUNTY approval. Pavement Type Selection Report(s): N/A. Cross Slope: As needed. The CONSULTANT shall evaluate any necessary modifications to cross slopes of existing pavement to be retained as part of this project. Access Management Classification: To be coordinated with the COUNTY as required. Transit Route Features: N/A Major Intersections/Interchanges: The design shall incorporate the tie-in of the project to the existing conditions at VBR (VBR Widening Project) and Creekside Boulevard. Bridges: The consultant will prepare the necessary Plans, Details, Calculation Quantities and Cost Estimates for the Overpass Bridge expansion at Pelican Marsh Boulevard and the Golf Cart Tunnel Bridge. Typical sections shall be consistent with the features of a four-lane divided urban highway. Incorporating aesthetic features in the Overpass will be discussed during the Bridge Development Report (BDR) activity. New Bridge Numbers will be required from FDOT. The Golf Cart Bridge expansion should be coordinated with the Pelican Marsh Golf Club. Roadway Alternative Analysis: N/A Level of TTCP: The CONSULTANT shall provide Temporary Traffic Control Plans as required. Appropriate maintenance of traffic during construction is critical to the public, local businesses, and emergency services. The CONSULTANT shall develop maintenance of traffic plans that limit impacts to the public while minimizing the cost and duration of construction. Temporary Lighting: The CONSULTANT is responsible for any temporary lighting designs necessary for the project. Temporary Signals: N/A Temporary Drainage: The CONSULTANT is responsible for any temporary drainage designs necessary for the project. Design Variations/Exceptions: The CONSULTANT is responsible for design and application for all variances, clearances and waivers. Back of Sidewalk Profiles: As required Selective Clearing and Grubbing: TBD Landscaping: See Section 3.12 2.2 Drainage (Activities 6a and 6b) 16.B.2.e Packet Pg. 748 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) System Type: As required. The storm water systems shall be designed to meet the permitting requirements of all applicable permitting agencies. The storm water system designs shall consider best management practices, open system, closed system, lateral ditches, exfiltration, etc., or a combination thereof, within or outside the existing right-of-way. The CONSULTANT shall develop all hydraulic requirements, designs and Construction Contract Documents for all hydraulic features, such as but not limited to all storm water conveyance, storage, and treatment facilities, required for the project. All existing drainage structures and features shall be shown on the construction plans and shall be inspected for existing scour, erosion, structural integrity, and accumulation of sediments as necessary. The CONSULTANT shall coordinate all repairs or modifications with the COUNTY’s Project Manager before adding them to the Construction Contract Documents. 2.3 Utilities Coordination (Activity 7) The CONSULTANT is responsible to certify that all necessary arrangements for utility work on this project have been made and will not conflict with the physical construction schedule. The CONSULTANT should coordinate with COUNTY personnel to coordinate transmittals to Utility Companies and meet production schedules. The CONSULTANT shall ensure FDOT, and COUNTY standards, policies, procedures, practices, and design criteria are followed concerning utility coordination. The CONSULTANT may employ more than one individual or utility engineering CONSULTANT to provide utility coordination and engineering design expertise. The CONSULTANT shall identify a dedicated person responsible for managing all utility coordination activities. This person shall be contractually referred to as the Utility Coordination Manager and shall be identified in the CONSULTANT’s proposal. The Utility Coordination Manager shall be required to satisfactorily demonstrate to the COUNTY’s Project Manager that they have the following knowledge, skills, and expertise: A minimum of 4 years of experience performing utility coordination in accordance with FDOT, Federal Highway Administration (FHWA), and American Association of State Highway and Transportation Officials (AASHTO) standards, policies, and procedures. Thorough knowledge of the FDOT plans production and Collier County Water and Sewer District (CCWSD) coordination processes—thorough knowledge of FDOT agreements, standards, policies, and procedures. The Utility Coordination Manager shall be responsible for managing all utility coordination, including the following: Assuring that Utility Coordination and accommodation are in accordance with the FDOT, FHWA, and AASHTO standards, policies, procedures, and design criteria. Assisting the engineer of record in identifying all existing utilities and coordinating any new installations. Assisting the Engineer of Record with resolving utility conflicts. Scheduling and performing utility coordination meetings, keeping and distribution of minutes/action items of all utility meetings, and ensuring expedient follow-up on all unresolved issues. Distributing all plans, conflict matrixes and changes to affected Utility Agency Owners (UAO’s) and making sure this information is properly coordinated and documented. Identifying and coordinating the completion of any COUNTY or utility owner agreement that is required for reimbursement or accommodation of the utility facilities associated with the project. Review and certify to the COUNTY Project Manager that all Utility Work Schedules are correct and in accordance with the COUNTY’s standards, policies, and procedures. Prepare, review, and process all utility related reimbursable paperwork inclusive of betterment and salvage determination. The CONSULTANT’s utility coordination work shall be performed and directed by the Utility Coordination Manager that was identified and approved by COUNTY’s Project Manager. Any proposed change of the approved Utility Coordination Manager shall be subject to review and approval by COUNTY’s Project Manager at least 30 days prior to that change. Anticipated utilities include but not limited to: • CenturyLink/Lumen • City of Naples- Water • Comcast • Florida Power and Light • Crown Castle • Summit Broadband, Inc. 16.B.2.e Packet Pg. 749 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) • TECO Peoples Gas • Collier COUNTY IT • Collier COUNTY Water and Sewer District • Collier COUNTY Traffic Operations 2.4 Environmental Permits and Environmental Clearances (Activity 8) The CONSULTANT shall coordinate with all appropriate regulatory agencies to obtain all necessary permits, which may include but are not limited to: • Environmental Resource Permit (SFWMD) • Right-of-way Occupancy Permit (BCB/SFWMD) • FDEP Section 404 Permit The CONSULTANT is responsible for identifying, applying and obtaining all necessary permits for the project. The CONSULTANT is responsible for all permit coordination and revisions necessary to obtain the required permits. The CONSULTANT shall obtain COUNTY review of the plans and applications before submitting to the permitting agencies and assist the COUNTY in developing the permitting strategy for the project. All application and processing fees associated with permitting activities shall be paid for by the COUNTY directly to each applicable agency. The COUNTY will direct the use of mitigation banks as required. 2.5 Structures (Activities 9 – 18) Bridge: The CONSULTANT shall provide all necessary inspections, load ratings, design services, obtain new bridge numbers from the FDOT, and deliver construction documents for the new bridge defined below with a new structure. The length of the new structure is dependent on-site constraints, the requirements defined herein and the requirements to be established by the permitting agencies. Bridge Number: TBD Please see section 2.1 for typical section requirements Type of Bridge Structure Work:  BDR or BRIDGE TYPE STUDY –  Temporary Bridge – N/A  Short Span Concrete  Medium Span Concrete Retaining Walls: The CONSULTANT shall provide all design services and deliver construction documents for any temporary and/or permanent retaining walls required for the project. Noise Barrier Walls: N/A The CONSULTANT shall provide all design services and deliver construction documents for any Noise Barrier Walls required for the project. Miscellaneous: The CONSULTANT shall provide all design services and deliver construction documents for any miscellaneous structures required for the project. 2.6 Signing and Pavement Markings (Activities 19 & 20) The CONSULTANT shall provide all design services and deliver construction documents for all signing and pavement markings required for the project. The CONSULTANT shall coordinate with COUNTY’s Traffic Operations Section to maintain integrity of COUNTY’s sign asset database. The CONSULTANT shall include the following notes in the contract documents, “Contractor to follow Traffic Operations Signing and Pavement Markings special provision details which include but not limited to using a 2.5” x 2.5” galvanized metal square tubular signpost.” 2.7 Signalization (Activities 21 & 22) The Consultant shall analyze the need for signal upgrades at the Creekside Boulevard and Vanderbilt Beach Road intersections. Intersections: 16.B.2.e Packet Pg. 750 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) Existing Signalized Intersections: Vanderbilt Beach Road, Creekside Boulevard, and Immokalee Road. These signal modifications are within this scope of service. Traffic Data Collection: The CONSULTANT shall collect one (1) 12-hour traffic count at the intersections of Frank Goodlett Boulevard with Immokalee Road and Vanderbilt Beach Road. Traffic Studies: The CONSULTANT shall complete a signal warrant justification for the intersection of Goodland Frank Road and Immokalee Road. Count Stations: TBD Traffic Monitoring Sites: TBD 2.8 Lighting (Activities 23 & 24) The CONSULTANT shall include lighting design within the project limits. 2.9 Landscape (Activities 25 & 26) – See Section 3.12 2.10 Survey (Activity 27) Design Survey: The CONSULTANT shall provide all survey services necessary for the project. It is anticipated this will include a detailed topographic and control survey for the project limits extending approximately 500 feet east to 500 feet west of the edge of the existing Goodlett Frank Road including all access points in between, beyond or within Collier COUNTY existing ROW. Subsurface Utility Exploration: The CONSULTANT is responsible for designating all utilities within the project limits. If applicable, Subsurface Utility Engineering (SUE) per the American Society of Civil Engineers accepted guidelines for the collection and depiction of existing subsurface utility data using Quality Level “A” at any proposed mast arm foundations in an area two (2) times the proposed drilled shaft diameter prior to the final design. Proposed SUE locations must be approved by the COUNTY prior to authorization of this task. Right of Way Survey: The CONSULTANT is responsible for all Right of Way Surveys and defining all official County maintained right of ways necessary for the project. Pond Site and Floodplain Compensation Area: Prepare a topographical survey for the proposed floodplain compensation area and outfall to the proposed pond. Spot elevations will be collected on a 100’ +/- grid. Vegetation Survey: Bathymetric Survey: N/A 2.11 Photogrammetry (Activity 28) (N/A) In accordance with FDOT Photogrammetry Handbook and adequate coverage to provide data as defined below in Section 2.12 Mapping. 2.12 Mapping (Activity 29) R/W mapping is anticipated for the project. 2.13 Terrestrial Mobile LiDAR (Activity 30) – NA. 2.14 Architecture (Activity 31) -NA. 2.15 Noise Barriers (Activity 32) – N/A 2.16 Intelligent Transportation Systems (Activities 33 & 34) - As required. 2.17 Geotechnical (Activity 35) The CONSULTANT shall be responsible for all necessary geotechnical activities associated with/required for this project. Soil sampling and types and depths of borings anticipated for roadway, structures, storm pipe, lighting, and signals. 2.18 3D Modeling (Activity 36) – NA 2.19 Project Schedule The anticipated design schedule for the project is 540 calendar days (approx.18 months) from the date of Notice to Proceed (NTP). The targeted total contract schedule is 1,590 calendar days (approx. 52 months) from the issuance of the NTP. This will consist of a design phase (540 days), a construction bid phase (180 days) and a post design phase (870 days). A separate NTP will be issued for the post design services phase. Within ten (10) days after the NTP is issued, and prior to the CONSULTANT beginning work, the CONSULTANT shall provide a detailed project activity/event schedule in Microsoft Project for COUNTY and 16.B.2.e Packet Pg. 751 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) CONSULTANT to meet the completion date(s) for all phases of design. The CONSULTANT shall indicate each milestone activity/event that is included in the scope of work and at a minimum, submission dates for Bridge Inspection Report, 30% plans, 60% plans, 90% plans, Final plan, and SFWMD submittal packages. The schedule shall allow for a minimum of 30 calendar days for FDOT/COUNTY reviews of the 30% plans, 60% plans, 90% plans and Final plans. All fees and price proposals are to be based on a contract schedule of 1,590 calendar days for final construction contract documents and post design services. In no event shall the contract deadline exceed 1,590 calendar days from the date of initial Notice to Proceed. An independent consulting firm hired by the COUNTY will conduct a constructability review between the 60% and 90% plan submittals. The Bid Plans shall be submitted after obtaining a notice of intent to permit from the governing permitting agencies, which may include FDEP, USACE, and SFWMD. Periodically, throughout the life of the contract, CONSULTANT shall review the project schedule and, with the approval of the COUNTY, adjust as necessary to incorporate changes in the Scope of Services and progress to date. The approved schedule and schedule status report and progress report shall be submitted with the monthly progress report and invoice. 2.20 Submittals & Deliverables The CONSULTANT shall furnish construction contract documents as required by the COUNTY to adequately control, coordinate, and approve the project concepts. At each submittal phase, the CONSULTANT shall provide all sheets pertaining to the roadway design, and those of the other component plans in strict conformance to the FDOT Design Manual sequence of plans preparation. Partial phase deliverables will not be accepted. To expedite the design reviews, the COUNTY prefers to use the Bluebeam Revu Studio software platform. The CONSULTANT shall set up studio project collaboration sessions in Bluebeam at each phase submittal if the CONSULTANT is accustomed to and uses this platform. The CONSULTANT shall manage the marked-up documents so that comments can be tracked and are easily organized for hard copy print outs. The comment and review process for all deliverables for this Contract shall utilize Bluebeam Studio Sessions. The CONSULTANT’s Bluebeam setup shall include comment tracking and a response mechanism. The CONSULTANT shall provide session access to COUNTY’s staff (and other independent CONSULTANTs) as identified by COUNTY’s Project Manager. The CONSULTANT shall provide a response to each comment until the comment is identified and marked with a “CLOSED” status by the Reviewer. The CONSULTANT shall maintain copies of all Session files and submit to COUNTY as supplementary files to the Final Deliverable. Use of Bluebeam Sessions for submittal reviews (including setup, upload and maintain comment records) is considered as part of the design approval process; subsequently no separate payment shall be made for Bluebeam Sessions. If the CONSULTANT does not have the use of Bluebeam, a File Transfer server should be used to submit deliverables in Adobe PDF format. All submitted documents shall be digitally signed and sealed in accordance with applicable Florida Statutes. All documents shall be developed and submitted in accordance with the latest edition of the FDOT Greenbook unless otherwise directed by the COUNTY in writing. Each submittal shall include one (1) digital copy of all documents required for the submittal as defined herein. The method of delivery must be preapproved by the COUNTY. In addition to the delivery of the files produced during project development, the COUNTY requires the inclusion of Engineering Data files (prepared by or for the CONSULTANT) for critical geometrics in the design. These can include the alignments, profiles, cross sections, surfaces, etcetera necessary to create the corridor model(s). Critical roadway geometric items, such as the centerlines and profiles of the proposed mainline, side streets, special ditches, and utilities, must be included. These Engineering Data files are considered “Project Documents” as defined in the contract and shall be provided when requested by the COUNTY. Drawings files shall be provided in most current versions of a fully functional MicroStation V8i (.dgn) or AutoCAD 2019(.dwg) or later software format and plotted or scanned to an Adobe Acrobat (.pdf) format in individual sheets. Specifications shall be provided in Microsoft Word 2003 or later. The CONSULTANT shall use the most current FDOT CADD Manual to produce engineering plans preparation. The CADD Manual addresses the requirements to utilize Computer Aided Design and Drafting (CADD) for the production and delivery of digital project data. 2.21 Provisions for work All work shall be prepared with English units in accordance with the latest editions of standards and requirements utilized by the COUNTY which include, but are not limited to, publications such as:  General o Title 29, Part 1910, Standard 1910.1001, Code of Federal Regulations (29 C.F.R. 1910.1001) – Asbestos Standard for Industry, U.S. Occupational Safety and Health Administration (OSHA) o 29 C.F.R. 1926.1101 – Asbestos Standard for Construction, OSHA 16.B.2.e Packet Pg. 752 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) o 40 C.F.R. 61, Subpart M - National Emission Standard for Hazardous Air Pollutants (NESHAP), Environmental Protection Agency (EPA) o 40 C.F.R. 763, Subpart E – Asbestos-Containing Materials in Schools, EPA o 40 C.F.R. 763, Subpart G – Asbestos Worker Protection, EPA o Americans with Disabilities Act (ADA) Standards for Accessible Design o AASHTO – A Policy on Design Standards Interstate System o AASHTO – Roadside Design Guide o AASHTO – Roadway Lighting Design Guide o AASHTO – A Policy for Geometric Design of Highways and Streets o AASHTO – Highway Safety Manual o Rule Chapter 5J-17, Florida Administrative Code (F.A.C.), Standards of Practice for Professional Surveyors and Mappers o Chapter 469, Florida Statutes (F.S.) – Asbestos Abatement o Rule Chapter 62-257, F.A.C., Asbestos Program o Rule Chapter 62-302, F.A.C., Surface Water Quality Standards o Code of Federal Regulations (C.F.R.) o Florida Administrative Codes (F.A.C.) o Chapters 20, 120, 215, 455, Florida Statutes (F.S.) – Florida COUNTY of Business & Professional Regulations Rules o Florida COUNTY of Environmental Protection Rules o FDOT Basis of Estimates Manual o FDOT Computer Aided Design and Drafting (CADD) Manual o FDOT Standard Plans o FDOT Flexible Pavement Design Manual o FDOT - Florida Roundabout Guide o FDOT Handbook for Preparation of Specifications Package o FDOT Standard Plans Instructions o FDOT Manual of Uniform Minimum Standards for Design, Construction and Maintenance for Streets and Highways (“Florida Greenbook”) o FDOT Materials Manual o FDOT Pavement Type Selection Manual o FDOT Design Manual o FDOT Procedures and Policies o FDOT Procurement Procedure 001-375-030, Compensation for CONSULTANT Travel Time on Professional Services Agreements o FDOT Project Development and Environment Manual o FDOT Project Traffic Forecasting Handbook o FDOT Public Involvement Handbook o FDOT Rigid Pavement Design Manual o FDOT Standard Specifications for Road and Bridge Construction o FDOT Utility Accommodation Manual o Manual on Speed Zoning for Highways, Roads, and Streets in Florida o Federal Highway Administration (FHWA) - Manual on Uniform Traffic Control Devices (MUTCD) o FHWA – National Cooperative Highway Research Program (NCHRP) Report 672, Roundabouts: An Informational Guide 16.B.2.e Packet Pg. 753 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) o FHWA Roadway Construction Noise Model (RCNM) and Guideline Handbook o Florida Fish and Wildlife Conservation Commission - Standard Manatee Construction Conditions 2005 o Florida Statutes (F.S.) o Florida’s Level of Service Standards and Guidelines Manual for Planning o Model Guide Specifications – Asbestos Abatement and Management in Buildings, National Institute for Building Sciences (NIBS) o Quality Assurance Guidelines o Safety Standards o Any special instructions from the COUNTY  Roadway o FDOT – Florida Intersection Design Guide o FDOT - Project Traffic Forecasting Handbook o FDOT - Quality/Level of Service Handbook o Florida’s Level of Service Standards and Highway Capacity Analysis for the SHS o Transportation Research Board (TRB) - Highway Capacity Manual  Permits o Chapter 373, F.S. – Water Resources o US Fish and Wildlife Service Endangered Species Programs o Florida Fish and Wildlife Conservation Commission Protected Wildlife Permits o Bridge Permit Application Guide, COMDTPUB P16591.3C o Building Permit  Drainage o FDOT Bridge Hydraulics Handbook o FDOT Culvert Handbook o FDOT Drainage Manual o FDOT Erosion and Sediment Control Manual o FDOT Exfiltration Handbook o FDOT Hydrology Handbook o FDOT Open Channel Handbook o FDOT Optional Pipe Materials Handbook o FDOT Storm Drain Handbook o FDOT Stormwater Management Facility Handbook o FDOT Temporary Drainage Handbook o FDOT Drainage Connection Permit Handbook o FDOT Bridge Scour Manual  Survey and Mapping o All applicable Florida Statutes and Administrative Codes o Applicable Rules, Guidelines Codes, and authorities of other Municipal, COUNTY, State and Federal Agencies. o FDOT Aerial Surveying Standards for Transportation Projects Topic 550-020-002 o FDOT Right of Way Mapping Handbook o FDOT Surveying Procedure Topic 550-030-101 o Florida COUNTY of Transportation Right of Way Procedures Manual 16.B.2.e Packet Pg. 754 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) o Florida COUNTY of Transportation Surveying Handbook o Right of Way Mapping Procedure 550-030-015  Traffic Engineering and Operations and ITS o AASHTO - An Information Guide for Highway Lighting o AASHTO - Guide for Development of Bicycle Facilities o FHWA Standard Highway Signs Manual o FDOT Manual on Uniform Traffic Studies (MUTS) o FDOT Median Handbook o FDOT Traffic Engineering Manual o National Electric Safety Code o National Electrical Code  Florida’s Turnpike Enterprise o Florida’s Turnpike Plans Preparation and Practices Handbook (TPPPH) o Florida’s Turnpike Lane Closure Policy o Florida’s Turnpike Drainage Manual Supplement o Rigid Pavement Design Guide for Toll Locations with Electronic Toll Collection o Flexible Pavement Design Guide for Toll Locations with Electronic Toll Collection o Florida’s Turnpike General Tolling Requirements (GTR) o Additional Florida’s Turnpike Enterprise standards, guides, and policies for design and construction can be found on the FTE Design Website: http://design.floridasturnpike.com  Traffic Monitoring o American Institute of Steel Construction (AISC) Manual of Steel Construction, referred to as “AISC Specifications” o American National Standards Institute (ANSI) RP-8-00 Recommended Practice for Roadway Lighting o AASHTO AWS D1.1/ANSI Structural Welding Code – Steel o AASHTO D1.5/AWS D1.5 Bridge Welding Code o FHWA Traffic Detector Handbook o FDOT General Interest Roadway Data Procedure o FHWA Traffic Monitoring Guide o FDOT’s Traffic/Polling Equipment Procedures  Structures o AASHTO Load and Resistance Factor Design (LRFD) Bridge Design Specifications and Interims o AASHTO LRFD Movable Highway Bridge Design Specifications and Interims o AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals, and Interims. o AASHTO/-AWS-D1. 5M/D1.5: An American National Standard Bridge Welding Code o AASHTO Guide Specifications for Structural Design of Sound Barriers o AASHTO Manual for Condition Evaluation and Load and Resistance Factor Rating (LRFR) of Highway Bridges o FDOT Bridge Load Rating Manual o FDOT Structures Manual o FDOT Structures Design Bulletins (available on FDOT Structures web site only)  Geotechnical o FHWA Checklist and Guidelines for Review of Geotechnical Reports and Preliminary Specifications 16.B.2.e Packet Pg. 755 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) o Manual of Florida Sampling and Testing Methods o Soils and Foundation Handbook  Landscape Architecture o Florida COUNTY of Agriculture and Consumer Services Grades and Standards for Nursery Plants  Architectural o Building Codes o Florida Building Code: • Building • Fuel Gas • Mechanical • Plumbing • Existing Building o Florida Accessibility Code for Building Construction o Rule Chapter 60D, F.A.C., Division of Building Construction o Chapter 553, F.S. – Building Construction Standards o ANSI A117.1 2003 Accessible and Usable Building and Facilities o Titles II and III, Americans With Disabilities Act (ADA), Public Law 101-336; and the ADA Accessibility Guidelines (ADAAG)  Architectural – Fire Codes and Rules o National Fire Protection Association (NFPA) - Life Safety Code o NFPA 70 - National Electrical Code o NFPA 101 - Life Safety Code o NFPA 10 - Standard for Portable Fire Extinguishers o NFPA 11 - Standard for Low-Expansion Foam Systems o NFPA 11A - Standard for High- and Medium-Expansion Foam Systems o NFPA 12 - Standard for Carbon Dioxide Extinguishing Systems o NFPA 13 - Installation of Sprinkler Systems o NFPA 30 - Flammable and Combustible Liquids Code o NFPA 54 - National Gas Fuel Code o NFPA 58 - LP-Gas Code o Florida Fire Prevention Code as adopted by the State Fire Marshal– Consult with the Florida State Fire Marshal’s office for other frequently used codes.  Architectural – Extinguishing Systems o NFPA 10 - Fire Extinguishers o NFPA 13 - Sprinkler o NFPA 14 - Standpipe and Hose System o NFPA 17 - Dry Chemical o NFPA 20 - Centrifugal Fire Pump o NFPA 24 - Private Fire Service Mains o NFPA 200 - Standard on Clean Agent Fire Extinguishing Systems  Architectural – Detection and Fire Alarm Systems o NFPA 70 - Electrical Code o NFPA 72 - Standard for the Installation, Maintenance and Use of Local Protective Signaling Systems 16.B.2.e Packet Pg. 756 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) o NFPA 72E - Automatic Fire Detectors o NFPA 72G - Installation, Maintenance, and Use of Notification Appliances o NFPA 72H -Testing Procedures for Remote Station and Proprietary Systems o NFPA 74 - Household Fire Warning Equipment o NFPA 75 - Protection of Electronic Computer Equipment  Architectural – Mechanical Systems o NFPA 90A - Air Conditioning and Ventilating Systems o NFPA 92A - Smoke Control Systems o NFPA 96 - Removal of Smoke and Grease-Laden Vapors from Commercial Cooking Equipment o NFPA 204M - Smoke and Heating Venting  Architectural – Miscellaneous Systems o NFPA 45 - Laboratories Using Chemicals o NFPA 80 - Fire Doors and Windows o NFPA 88A - Parking Structures o NFPA 105- Smoke and Draft-control Door Assemblies o NFPA 110 - Emergency and Standby Power Systems o NFPA 220 - Types of Building Construction o NFPA 241 - Safeguard Construction, Alteration, and Operations o Rule Chapter 69A-47, F.A.C., Uniform Fire Safety For Elevators o Rule Chapter 69A-51, F.A.C., Boiler Safety  Architectural – Energy Conservation o Rule Chapter 60D-4, F.A.C., Rules For Construction and Leasing of State Buildings To Insure Energy Conservation o Section 255.255, F.S., Life-Cycle Costs  Architectural – Elevators o Rule Chapter 61C-5, F.A.C., Florida Elevator Safety Code o ASME A-17.1, Safety Code for Elevators and Escalators o Architectural – Floodplain Management Criteria o Section 255.25, F.S., Approval Required Prior to Construction or Lease of Buildings o Rules of the Federal Emergency Management Agency (FEMA)  Architectural – Other o Rule Chapter 64E-6, F.A.C., Standards for On Site Sewage Disposal Systems (Septic Tanks) o Rule Chapter 62-600, F.A.C., Domestic Wastewater Facilities o Rule Chapter 62-761, F.A.C., Underground Storage Tank Systems o American Concrete Institute o American Institute of Architects - Architect’s Handbook of Professional Practice o American Society for Testing and Materials - ASTM Standards o Brick Institute of America o DMS - Standards for Design of State Facilities o Florida Concrete Products Association o FDOT – ADA/Accessibility Procedure o FDOT – Building Code Compliance Procedure o FDOT – Design Build Procurement and Administration 16.B.2.e Packet Pg. 757 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) o LEED (Leadership in Energy and Environmental Design) Green Building Rating System o National Concrete Masonry Association o National Electrical Code o Portland Cement Association - Concrete Masonry Handbook o United State Green Building Council (USGBC) 2.22 Services to be Performed by the COUNTY when appropriate and /or available, the COUNTY will provide project data including:  All certifications necessary for project letting.  All information that may come to the COUNTY pertaining to future improvements.  All future information that may come to the COUNTY during the term of the CONSULTANT’s Agreement, which in the opinion of the COUNTY is necessary for the prosecution of the work.  Available traffic and planning data.  Engineering standards review services.  All available information in the possession of the COUNTY pertaining to utility companies whose facilities may be affected by the proposed construction  All future information that may come to the COUNTY pertaining to subdivision plans so that CONSULTANT may take advantage of additional areas that can be utilized as part of the existing right of way.  Previously constructed Highway Beautification or Landscape Construction Plans  Existing right of way maps (if available)  PD&E Documents  Design Reports (if available)  Letters of authorization designating the CONSULTANT as an agent of the COUNTY in accordance with F.S. 337.274.  Phase reviews of plans and engineering documents.  Regarding Environmental Permitting Services: o Approved Permit Document when available. o Approval of all contacts with environmental agencies. o Payment for permitting and mitigation fees o General philosophies and guidelines of the COUNTY to be used in the fulfillment of this contract. Objectives, constraints, budgetary limitations, and time constraints will be completely defined by the Project Manager. o Appropriate signatures on application forms. 3 PROJECT COMMON AND PROJECT GENERAL TASKS Project Common Tasks Project Common Tasks, as listed below, are work efforts that are applicable to many project activities, 4 (Roadway Analysis) through 36 (3D Modeling). These tasks are to be included in the project scope in each applicable activity when the described work is to be performed by the CONSULTANT. Project Research: The CONSULTANT shall perform research of existing PD&E Studies, DCA, PUD and DRI documents that are applicable for developments adjacent to the project for commitments regarding Right-of-way, Stormwater Management, Roadway Improvements, or any other commitments involving the interests of the COUNTY. Cost Estimates: The CONSULTANT shall be responsible for producing an opinion of probable construction cost estimate and reviewing and updating the cost estimate at project milestones – Phase I (30%), II (60%), III (90%), and IV (100% or final) including the bid schedule. The CONSULTANT shall be responsible for inputting the pay items and quantities into a Summary of Pay Items sheet with all required Plans submittals as required. Technical Special Provisions: The CONSULTANT shall provide Technical Special Provisions for all items of work not 16.B.2.e Packet Pg. 758 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) covered by the FDOT Standard Specifications for Road and Bridge Construction and recurring special provisions. Standard Specifications, recurring special provisions and supplemental specifications should not be modified unless necessary to control project specific requirements. The first nine sections of the FDOT standard specifications, recurring special provisions, and supplemental specifications shall be modified with written approval of the COUNTY. The Technical Special Provisions shall provide a description of work, materials, equipment, and specific requirements, method of measurement, and basis of payment. When printed or copied, these provisions shall be formatted on 8- 1/2"x11" sheets. Technical Special Provisions will be developed using Microsoft Word (.doc). Furnishing electronic copy in a format other than Microsoft Word or Adobe Acrobat (.pdf) will not be accepted. If the COUNTY requests another format than specified herein, it shall be considered an additional service. Field Reviews: Includes all trips required to obtain necessary data for all elements of the project identified in this scope of work. Technical Meetings: The CONSULTANT shall attend all technical meetings necessary to execute the Scope of Services of this contract. This includes meetings with COUNTY and FDOT or other Agency staff, between disciplines and subconsultants, such as access management meetings, pavement design meetings, local governments, railroads, airports, progress review meetings (phase review), and miscellaneous meetings. The CONSULTANT shall prepare, and submit to the County’s Project Manager for review, the meeting minutes for all meetings attended by them. The meeting minutes are due within five (5) working days of attending the meeting. Quality Assurance/Quality Control: The CONSULTANT shall be accountable for their work's professional quality, technical accuracy, and quality. CONSULTANT-prepared surveys, construction plans, and contract documents that contain errors or omissions, and results in cost and time overruns on a construction project may result in a claim against the CONSULTANT per F.S. 337.015 (3). The CONSULTANT shall, through all stages of design and project construction, without additional compensation, correct all errors or deficiencies in the designs, maps, drawings, specifications and/or other services furnished by the CONSULTANT under this contract. The CONSULTANT shall provide a Quality Control Plan that describes the procedures to be utilized to verify, independently check, and review all maps, design drawings, specifications, and other documentation prepared as a part of the contract. The CONSULTANT shall describe how the checking and review processes are to be documented to verify that the required procedures were followed. The Quality Control Plan shall be one specifically designed for this project. The CONSULTANT shall submit a Quality Control Plan for approval within twenty (20) business days of the written Notice to Proceed and it shall be signed by the CONSULTANT’s Project Manager and the CONSULTANT’s QC Manager. The Quality Control Plan shall include the names of the CONSULTANT’s staff that will perform the quality control reviews. The Quality Control reviewer shall be a Florida Licensed Professional Engineer fully prequalified under F.A.C. 14-75 in the work type being reviewed. A marked-up set of prints from a Quality Control Review indicating the reviewers for each component (structures, roadway, drainage, signals, geotechnical, signing and marking, lighting, surveys, etc.) and a written resolution of comments on a point-by-point basis will be required, if requested by the COUNTY, with each phase submittal. The responsible Professional Engineer, Landscape Architect, or Professional Surveyor & Mapper that performed the Quality Control review will sign a statement certifying that the review was conducted and found to meet the required specifications. Independent Peer Review: The COUNTY will furnish the Independent Peer Review tasks under a separate contract at 30%, 60%, and 90% design submittal phases and occur concurrently with ERC/COUNTY review. The CONSULTANT shall provide the Independent Peer Reviewer access to all project plans and documents when requested. The independent peer review does not relieve the CONSULTANT from the responsibility of their internal quality control process and shall remain accountable for the professional quality and technical accuracy of their work product. The Independent Peer Review for design Phase Plans submittals shall ensure the plans meet the FDM, the FDOT Manual of Uniform Minimum Standards for Design, Construction and Maintenance for Streets and Highways (“Florida Greenbook”), Standard Plans and FDOT CADD Manual. The Constructability/Biddability Review shall ensure the project can be constructed and paid for as designed. Constructability/Biddability Reviews should be conducted prior to the 90% and Final submittals, using the FDOT Phase Review Checklist (Guidance Document 1-1-A) from the Construction Project Administration Manual (CPAM) as a minimum guideline. The CONSULTANT shall submit this checklist, as well as the “marked-up” set of plans during this review, and review comments and comment responses from any previous Constructability/Biddability reviews. These items will be reviewed by COUNTY’s Project Manager. Supervision: The CONSULTANT shall supervise all technical design activities. Coordination: The CONSULTANT shall coordinate with all disciplines of the project to produce a final set of construction documents. 16.B.2.e Packet Pg. 759 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) Project General Tasks Project General Tasks, described in Sections 3.1 through 3.7 below, represent work efforts that are applicable to the project as a whole and not to any one or more specific project activity. The work described in these tasks shall be performed by the CONSULTANT when included in the project scope. 3.1 Public Involvement The CONSULTANT shall prepare for and attend (2) public meetings after the 30% and 60% Phases as directed by the COUNTY. Public involvement includes communicating to all interested persons, groups, and government organizations information regarding the development of the project. The CONSULTANT shall provide to the COUNTY drafts of all Public Involvement documents (i.e., newsletters, property owner letters, advertisements, etc.) associated with the following tasks for review and approval at least five (5) business days prior to printing and / or distribution. Public input will heavily influence construction schedule, construction phasing and maintenance of traffic for the project defined herein. The CONSULTANT shall develop coordinated project solutions that will maintain necessary public access during construction. The public meetings will be scheduled after the 30% and 60% submittals and may be a public workshop. The goal of the public meeting will be to show all the design components of the project to the public and receive feedback. The CONSULTANT shall process the public information received, discuss the results with the Project Manager, and advise the County of the economic, cultural, and social feasibility of implementing the request. If approved, the Consultant will integrate the needs of the public into the project. The CONSULTANT shall develop and provide all necessary exhibits for the public meetings, meeting agenda, sign-in sheets, and meeting minutes. Collect Public Input: This activity occurs throughout the life of the project, requiring the CONSULTANT to maintain files, newspaper clippings, letters, emails, and any record of direct contact before, during, and after the Public Workshops. Input will be gathered during the Public Workshops or by other methods, such as personal contact, letters, surveys, visits, phone calls, and website comments in response to or following said meeting. Comments and Coordination Report: The CONSULTANT shall prepare a comments and coordination report containing documentation of the public participation accomplished throughout the design period. This report should summarize and respond to the comments from the public involvement workshops, agency coordination, etc. 3.1.1 Public Involvement Plan Within 30 calendar days after receiving Notice to Proceed, the CONSULTANT shall prepare a written Public Involvement Plan (PIP) outlining each element of the project’s public involvement strategy. The plan shall be updated and amended throughout the contract and indicate the basic public involvement approach to be taken with the project. It will list the contact persons, media officials, and agencies, as well as the means that will be used to involve them in the process. The Public Involvement Plan shall include providing the COUNTY with public meeting exhibits and handouts in a file size and format suitable for posting on the COUNTY’s project website. The Public Involvement Plan shall be submitted to the COUNTY for approval. 3.1.2 Notifications Upon receipt of the COUNTY’s written approval of the Public Involvement Plan, letters shall be prepared and mailed by the CONSULTANT to local government elected officials, the Pelican Marsh CDD Board, and the Pelican Marsh Golf Club Board. The letters shall be consistent with the Public Involvement Plan, introducing the CONSULTANT and informing officials of the project. Additional contacts shall be maintained throughout the study process as designated in the Public Involvement Plan. 3.1.3 Preparing Mailing Lists At the beginning of the project, The CONSULTANT shall identify all impacted property owners and tenants (within a minimum of 300 feet of the project corridor in all directions) The CONSULTANT shall develop and maintain a computerized database of contacts, beginning with a list of those notified in the Kickoff Notification Process, Public officials, community service organizations, environmental agencies, local and regional transportation officials, and special interest groups shall be identified by the CONSULTANT as those individuals or groups to be affected by the project. The CONSULTANT shall prepare a mailing list of all such entities and shall update the mailing list as needed during the life of the project. 3.1.4 Median Modification Letters (N/A) The CONSULTANT shall prepare a median modification letter to be sent to property owners along the 16.B.2.e Packet Pg. 760 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) corridor. In addition, the CONSULTANT shall prepare a sketch of each proposed median modification for inclusion in the letter. The letters will be sent on COUNTY letterhead. 3.1.5 Driveway Modification Letters (N/A) The CONSULTANT shall prepare a driveway modification letter to be sent to property owners along the corridor. In addition, the CONSULTANT shall prepare a sketch of each proposed driveway modification for inclusion in the letter. The letters will be sent on COUNTY letterhead. 3.1.6 Newsletters (Optional Service) If requested by the COUNTY, the CONSULTANT shall prepare and mail a newsletter on COUNTY Letterhead for distribution to elected officials, public officials, property owners along the corridor, and other interested parties. 3.1.7 Renderings and Fly-Throughs – N/A 3.1.8 PowerPoint Presentations (Optional Service) If requested by the COUNTY, the CONSULTANT shall prepare PowerPoint presentations for use in public meetings. 3.1.9 Public Meeting Preparation The CONSULTANT shall prepare the necessary materials for use in all public meetings. The COUNTY will investigate potential meeting sites to advise the CONSULTANT on their suitability. The COUNTY will pay all costs for meeting site rents and insurance. 3.1.10 Public Meeting Attendance and Follow-up The CONSULTANT shall attend the public meetings, assist with meeting setup, and take down. The CONSULTANT shall also prepare a summary of each public meeting that includes all copies of all materials shown or provided at the public meeting. The summary shall also include a listing of all written comments made during or after the meeting and responses to those written comments. The CONSULTANT shall attend the meetings with an appropriate number of personnel to assist the COUNTY'S, Project Manager. The CONSULTANT shall anticipate two public information meetings and one public hearing during the design process. Other Agency Meetings. In addition to scheduled public meetings the CONSULTANT may be required to participate in meetings with local governing authorities and/or Metropolitan Planning Organization (MPO), Homeowner’s Associations, Community Development District Board, and Golf Club Board. The CONSULTANT’s participation may include, but not be limited to, presentations during the meeting, note taking, and summarizing the meeting in a memo to the file. It is estimated that for this project there will be at least two (2) meetings with each of the entities mentioned earlier. 3.1.11 Web Site CONSULTANT shall provide Public Involvement Graphics to the COUNTY for its Website. 3.2 Joint Project Agreements- See Section 2.1 3.3 Specifications Package Preparation The CONSULTANT shall prepare and provide a specifications package for those specifications NOT considered FDOT Standard Specifications. The CONSULTANT shall obtain Lighting and Traffic Signal Specifications from the COUNTY’s Traffic Operations website. The specifications package shall address all items and areas of work and include any Mandatory Specifications, Modified Special Provisions, and Technical Special Provisions. The specifications package must be submitted for review to the COUNTY’s Project Manager at least 30 days prior to the 90% plans submittal. This submittal does not require signing and sealing and shall be coordinated through the COUNTY’s Project Manager. The CONSULTANT shall coordinate with the COUNTY on the submittal requirements, but at a minimum shall consist of (1) the complete specifications package, (2) a copy of the marked- up workbook used to prepare the package, and (3) a copy of the final project plans. Final submittal of the specifications package must occur at least 10 working days prior to the Final 100% plan submittal. This submittal shall be signed, dated, and sealed in accordance with applicable Florida Statutes. 3.4 Contract Maintenance and Project Documentation The CONSULTANT shall be responsible for contract maintenance includes project management effort for complete setup and maintenance of files, electronic folders, and documents, developing technical monthly progress reports and schedule updates. Project documentation includes but not limited to the compilation and delivery of final documents, reports or calculations that support the development of the contract plans, it includes uploading files to an FTP server. 16.B.2.e Packet Pg. 761 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) 3.5 Value Engineering (Multi-Discipline Team) Review -N/A 3.6 Prime Consultant Project Manager Meetings Includes only the Prime CONSULTANT Project Manager's time for travel and attendance at Activity Technical Meetings and other meetings listed in the meeting summary for Task 3.6 on tab 3 Project General Task of the staff hour forms. Staff hours for other personnel attending Activity Technical Meetings are included in that specific activity’s meeting task. 3.7 Plans Update The effort needed for Plans Update services will vary from project to project, depending on size and complexity of the project, as well as the duration of time spent "on the shelf". Specific services will be negotiated as necessary as a contract amendment. 3.8 Post Design Services The CONSULTANT shall assist the COUNTY during the construction bidding phase of the project including, but not limited to, attending the pre-bid meeting, addressing addendum, evaluating bids and bidders, and providing written letters of recommendation. Post Design Services are included in this contract and may include, but are not limited to, meetings, construction assistance (responding to RFI’s), plans revisions, shop drawing review services, survey services, as-built drawings, permit construction certification, and load ratings. Post Design Services are included in this contract and may include, but are not limited to, meetings, construction assistance (responding to RFI’s), plans revisions, shop drawing review services, survey services, as-built drawings, and load ratings. The CONSULTANT shall provide the COUNTY the following services during the construction, including but not limited to: • Provide project contract administration during construction. • Attendance of one (1) pre-construction meeting by each of the major disciplines. • Provide contract document interpretation and assistance in addressing requests for information (RFI) and unforeseen conditions when requested by the COUNTY. • Assist COUNTY with South Florida Water Management (SFWMD) permit certification, including reviewing contractor’s as-built plans, preparing certification form and submittal to the agency. • Periodic meeting attendance (assumes one (1) meeting per month during construction.) and field visits (as required to respond to RFI’s and review construction progress). • Assist COUNTY with shop drawing review(s). • Review and assist in field changes, including minor redesign, as requested by the COUNTY. • Perform a review of contractor’s final as-built drawings. • Assist COUNTY with Bridge Load Rating Certification. • Attend one (1) substantial completion walk through and (1) one final completion meeting in the field. Post Design Services are not intended for instances of CONSULTANT errors and/or omissions. All CONSULTANT contact with the Contractor shall be made through the COUNTY’S Construction Project Manager. The CONSULTANT shall not contact the Contractor directly unless there is a possible immediate threat to public health and/or safety. The COUNTY’S Construction Project Manager must be contacted immediately thereafter. The COUNTY CEI is responsible for confirming that all quality control testing and requirements of the approved Quality Control Plan have been executed and the results are satisfactory per the design requirements. The CONSULTANT shall visit the construction site at key phases of the project to verify as-built conditions. This will require the CONSULTANT to coordinate with the COUNTY’s Project Manager during construction and attend construction meetings as required or requested by the COUNTY. The CONSULTANT shall meet with the COUNTY’S Project Manager during the Quality Control submittal/review to establish the anticipated stages of construction. The CONSULTANT must notify the COUNTY’S Project Manager of any design related issues as soon as possible. It is important that all significant changes made during construction be documented by the CONTRACTOR in the final as- built plans. The CONTRACTOR shall markup sheets requiring minor (non-engineering analysis) as-built changes and show those changes on the Final Signed and Sealed As-Built Signature Sheet(s). Major changes 16.B.2.e Packet Pg. 762 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) resulting in the issuance of revised contract documents must also be included in the as-built package and recorded appropriately on the Final Signed and Sealed As-built Signature Sheet(s). CONSULTANT will provide electronic Plans to CONTRACTOR for preparation of As-Built Drawings by CONTRACTOR. Any changes proposed by the Contractor must be signed and sealed by the Contractor’s EOR and approved by the CONSULTANT. This may be a Cost Savings Initiative Proposal (CSIP) redesign or an original design of certain components, including Shop Drawings. All original documents obtained by the CONSULTANT will be turned over to the COUNTY at the project’s close-out or upon request by the COUNTY. All documents obtained for inclusion in the Final As-Built Documents Package must be Quality Control reviewed by the CONSULTANT to ensure correctness and legibility. The CONSULTANT shall contact the COUNTY if any deficiencies are identified. The Final As-Built Document Package Certification(s) must be digitally signed and sealed by the CEI CONSULTANT. Quality assurance material testing shall be the responsibility of the CONTRACTOR. 3.9 Digital Delivery The CONSULTANT shall deliver final contract plans and documents in digital format (PDF and CAD). The final contract plans, and documents shall be digitally signed, and sealed files delivered to the COUNTY on acceptable electronic media, as determined by the COUNTY. Deliverables shall be provided in both pdf and CADD formats. 3.10 Risk Management – N/A 3.11 Railroad, Transit and/or Airport Coordination – NA 3.12 Landscape and Existing Vegetation Coordination Coordinate with the COUNTY’S Project Manager to ensure preservation and protection of existing vegetation. Relocation of existing vegetation may be necessary in some cases. Space for proposed landscape should be preserved and conflicts with drainage, utilities, ITS, and signage should be minimized. Coordination with the COUNTY’S Landscape Architect (Pamela.Lulich@colliercountyfl.gov) may be necessary. 3.13 Transit Coordination The CONSULTANT shall coordinate with the COUNTY’s Project Manager and Transit Coordinator to include any features needed by the Collier Area Transit (CAT). 3.14 Other Project General Tasks The CONSULTANT shall assist the COUNTY during the construction bidding phase of the project including, but not limited to, attending the pre-bid meeting, addressing addendums, evaluating bids and bidders, and providing written letters of recommendation. 4 ROADWAY ANALYSIS The CONSULTANT shall analyze and document Roadway Tasks in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and current design memorandums. 4.1 Typical Section Package – N/A 4.2 Pavement Type Selection Report- N/A 4.3 Pavement Design Package The CONSULTANT shall provide an approved Pavement Design Package at the 30% plan submittal. The COUNTY shall approve the Pavement Design prior to proceeding with the 60% design. 4.4 Cross-Slope Correction The CONSULTANT shall investigate the existing pavement to be retained as part of the project and include in the design any required correction of existing cross-slopes. Cross slope information will be collected at 100’ intervals. After the analysis of the cross slopes a recommendation will be provided as part of the pavement report. The CONSULTANT shall coordinate with Collier COUNTY Maintenance Division to help identify any known locations which may be deficient. 4.5 Horizontal/Vertical Master Design Files The CONSULTANT shall design the geometrics using the design standards that are most appropriate with proper consideration given to the design traffic volumes, design speed, capacity and levels of service, functional classification, adjacent land use, design consistency and driver expectancy, aesthetics, existing vegetation to be preserved, pedestrian and bicycle concerns, ADA requirements, Safe Mobility For Life Program, access management, PD&E documents, and scope of work. The CONSULTANT shall also develop utility conflict 16.B.2.e Packet Pg. 763 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) information to be provided to the project Utility Coordinator in the format requested by the COUNTY. 4.6 Access Management The CONSULTANT shall incorporate access management standards for each project in coordination with COUNTY staff. The CONSULTANT shall review adopted access management standards and the existing access conditions (interchange spacing, signalized intersection spacing, median opening spacing, and connection spacing). Median openings that will be closed, relocated, or substantially altered shall be shown on plan sheets and submitted with supporting documentation for review with the first plan’s submittal. 4.7 Roundabout Evaluation -N/A 4.8 Roundabout Final Design Analysis – N/A 4.9 Cross-Section Design Files The CONSULTANT shall establish and develop cross-section design files in accordance with the applicable FDOT CADD manual sections for the Bentley Microstation platform. The CONSULTANT shall Coordinate with all utility owners to obtain the location of subsurface facilities. The cross sections will show both existing locations and proposed relocations of all utilities. 4.10 Temporary Traffic Control Plan (TTCP) Analysis The CONSULTANT shall design a safe and effective TTCP to move vehicular and pedestrian traffic during all phases of construction. The design shall include construction phasing of temporary and permanent roadways ingress and egress to existing property owners and businesses, routing, signing and pavement markings, and detour quantity tabulations, roadway pavement, drainage structures, ditches, front slopes, back slopes, drop-offs within clear zone, transit stops, and traffic monitoring sites. Special consideration shall be given to the construction of the drainage system when developing the construction phases. Positive drainage must always be maintained. The design shall include the construction phasing of roadways to accommodate the construction or relocation of utilities when the contract includes Joint Project Agreements (JPAs). It is anticipated that the plans will be Level II Traffic Control Plans. The CONSULTANT shall investigate the need for temporary traffic signals, temporary lighting, alternate detour roads, and the use of materials such as sheet piling in the analysis. The Traffic Control Plan shall be prepared by a certified designer who has completed training as required by the FDOT. Before proceeding with the Traffic Control Plan, the CONSULTANT shall meet with the appropriate COUNTY personnel. This meeting aims to provide information to the CONSULTANT that will better coordinate the Preliminary and Final TTCP efforts. The CONSULTANT shall consider the local impact of any lane closures or alternate routes. When the need to close a road is identified during this analysis, the CONSULTANT shall notify the COUNTY's Project Manager as soon as possible. Proposed road closings must be reviewed and approved by the COUNTY. Diligence shall be used to minimize negative impacts by appropriate specifications, recommendations, or plans development. Local impacts to consider will be local events, holidays, peak seasons, detour route deterioration, and other eventualities. CONSULTANT shall be responsible for obtaining local authorities’ permission for the use of detour routes not on state highways. 4.11 Master TTCP Design Files The CONSULTANT shall develop master TTCP files showing each phase of the TTCP. This includes all work necessary for designing lane configurations, diversions, lane shifts, signing and pavement markings, temporary traffic control devices, and temporary pedestrian ways 4.12 Selective Clearing and Grubbing – N/A 4.13 Tree Disposition Plans – N/A 4.14 Design Variations and Exceptions The CONSULTANT shall prepare the documentation necessary to gain COUNTY and FDOT approval of all appropriate Design Variations and/or Design Exceptions before the first submittal. 4.15 Design Report The CONSULTANT shall prepare applicable report(s) as listed in the Project Description section of this scope. The CONSULTANT shall submit to the COUNTY design notes, data, and calculations to document the design conclusions reached during the development of the contract plans. The design notes, data, and computations shall be recorded on size 8½"x11" sheets, fully titled, numbered, dated, indexed, and signed by the designer and the checker. Computer output forms and other oversized sheets shall be folded to 8½"x11" size. Digital copies of all paper submittals above shall be provided in pdf or Microsoft Word format for submittal to the COUNTY. 4.16 Quantities 16.B.2.e Packet Pg. 764 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) The CONSULTANT shall develop accurate quantities and the supporting documentation, including construction days when required. 4.17 Cost Estimate The CONSULTANT shall provide the Engineer's Estimate of Probable Cost at each submittal phase. The Engineer's Estimate of Probable Cost shall be updated and adjusted at each submittal to be maintained up to and including final bid document submittal. 4.18 Technical Special Provisions and Modified Special Provisions The CONSULTANT shall provide Technical Special Provisions for all items of work not covered by the FDOT Standard Specifications for Road and Bridge Construction and recurring special provisions. Standard Specifications, recurring special provisions and supplemental specifications should not be modified unless necessary to control project specific requirements. The CONSULTANT shall justify all modifications to other sections to the COUNTY and to be included in the project's specifications package as Technical Special Provisions. The Technical Special Provisions shall describe work, materials, equipment, and specific requirements, method of measurement and basis of payment. These provisions shall be submitted electronically (PDF’s). 4.19 Other Roadway Analyses This scope item is considered an Additional/Optional Service if requested by the COUNTY. Fees for this item are not included in the negotiated contract fees. If this item is determined necessary and is requested by the COUNTY, scope and fee will be negotiated at that time and will be implemented via Change Order. When applicable, the staff hourly rates established in the contract shall be utilized for fee determination. 4.20 Field Reviews Field reviews will be conducted upon completion of COUNTY and Independent Peer Reviewer reviews of plans submitted by the CONSULTANT for each submittal period. The anticipated format for these meetings will be an in-office review of COUNTY comments in the morning and may be followed by an afternoon field visit if there are areas of concern at the project site. This item also includes all trips required to obtain necessary data for all elements of the roadway analysis identified in this scope of work. 4.21 Monitor Existing Structures The CONSULTANT shall perform field observations to visually identify existing structures within the project limits which may require settlement, vibration or groundwater monitoring by the contractor during construction in accordance with FDM Chapter 307. The CONSULTANT shall coordinate with and assist the geotechnical engineer and/or structural engineer in identifying those structures and developing mitigation strategies (when applicable). The CONSULTANT shall identify the necessary pay items to be included in the bid documents to monitor existing structures. 4.22 Technical Meetings Includes meetings with the COUNTY or other Agency staff, between disciplines and CONSULTANTS, such as access management meetings, pavement design meetings, progress review meetings (phase review), and miscellaneous meetings necessary for all elements of the roadway analysis identified in this scope of work. 4.23 Quality Assurance/Quality Control The CONSULTANT shall be responsible for the professional quality, technical accuracy and coordination of all surveys, designs, drawings, specifications, and other services furnished by the CONSULTANT under this contract. 4.24 Independent Peer Review See Section 3.0. 4.25 Supervision Includes all efforts required to supervise all technical design activities. 4.26 Coordination Includes all efforts to coordinate all elements of the roadway analysis to produce a final set of construction documents. 5 ROADWAY PLANS 16.B.2.e Packet Pg. 765 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) The CONSULTANT shall prepare Roadway, Drainage, TTCP, Utility Adjustment Sheets, plan sheets, notes, and details as shown in the FDM Summary of Phase Submittals Table 301.2.2. The plans shall include the following sheets necessary to convey the intent and scope of the project for the purposes of construction. 5.1. Key Sheet 5.2. Summary of Pay Items 5.3. Typical Section Sheets 5.3.1 Typical Sections 5.3.2 Typical Section Details 5.4. General Notes/Pay Item Notes 5.5. Summary of Quantities Sheets 5.6. Project Layout Sheets 5.7. Plan/Profile Sheet 5.8. Profile Sheet -N/A 5.9. Plan Sheet – N/A 5.10. Special Profile – N/A 5.11. Back-of-Sidewalk Profile Sheet 5.12. Interchange Layout Sheet – N/A 5.13. Ramp Terminal Details (Plan View) – N/A 5.14. Intersection Layout Details (Randall Blvd) 5.15. Special Details – N/A 5.16. Cross-Section Pattern Sheets – N/A 5.17. Roadway Soil Survey Sheets (by Geotechnical Engineer) 5.18. Cross Sections 5.19. Temporary Traffic Control Plan Sheets 5.20. Temporary Traffic Control Cross Section Sheets – N/A 5.21. Temporary Traffic Control Detail Sheets (General Notes, Typical Sections & Typical Signage Layout) 5.22. Utility Adjustment Sheets (SUE Data) 5.23. Selective Clearing and Grubbing Sheets 5.23.1 Selective Clearing and Grubbing – (per COUNTY) 5.23.2 Selective Clearing and Grubbing Details – (per COUNTY) 5.24. Tree Disposition Plan Sheets – (per COUNTY) 5.24.1 Tree Disposition Plan Sheets – (per COUNTY) 5.24.2 Tree Disposition Plan Tables and Schedules – (per COUNTY) 5.25. Project Control Sheets (furnished by Surveyor) 5.26. Environmental Detail Sheets – (if applicable) Preparation of detail sheets for potential environmental issues such as, underground fuel tanks and monitoring wells, septic tanks within the proposed right of way. All piping and pumps in association with the above referenced issues shall also be located and identified by the survey. The CONSULTANT shall relay to the COUNTY any findings of contaminated soil, monitoring wells, or any features (particularly springs or sinks) relating to contamination or hazardous material. Coordination with Permits/Environmental staff and preparing Dredge & Fill Detail sheets where applicable. 5.27. Utility Verification Sheets (SUE Data) 5.28. Quality Assurance/Quality Control 5.29. Supervision 6a DRAINAGE ANALYSIS The CONSULTANT shall analyze and document Drainage Tasks in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and current design memorandums. 16.B.2.e Packet Pg. 766 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) The CONSULTANT shall be responsible for designing a drainage and stormwater management system. All design work shall comply with the requirements of the appropriate regulatory agencies and the FDOTs Drainage Manual. The CONSULTANT shall coordinate fully with the appropriate permitting agencies and the COUNTY’s staff. All activities and submittals should be coordinated through the COUNTY’s Project Manager. The work will include the engineering analyses for any or all of the following: 6a.1 Drainage Map Hydrology Create a (pre- and/or post-condition) working drainage basin map to be used in defining the system hydrology. This map shall incorporate drainage basin boundaries, existing survey and/or LiDAR and field observations, as necessary, to define the system. Basin delineations shall also include any existing collection systems in a logical manner to aid in the development of the hydraulic model. Include coordination hours needed to convey drainage hydrologic features onto produced drainage maps. 6a.2 Base Clearance Calculations Analyze, determine, and document high water elevations per basin which will be used to set roadway profile grade and roadway materials. Determine surface water elevations at cross drains, floodplains, outfalls, and adjacent stormwater ponds. Determine groundwater elevations at intervals between the above-mentioned surface waters. Document findings in a Base Clearance Report. 6a.3 Pond Siting Analysis and Report The CONSULTANT shall evaluate pond sites using a preliminary hydrologic analysis. Document the results and coordination for all the project's pond site analyses. The Drainage Manual provides specific documentation requirements. 6a.4 Design of Cross Drains The CONSULTANT shall analyze the hydraulic design and performance of cross drains. The CONSULTANT shall check existing cross drains to determine if they are structurally sound and can be extended. The CONSULTANT shall document the design as required. Determine and provide flood data as required. 6a.5 Design of Ditches The CONSULTANT shall design roadway conveyance and outfall ditches. This task includes capacity calculations, longitudinal grade adjustments, flow changes, additional adjustments for ditch convergences, selection of suitable channel lining, design of side drain pipes, and documentation. (Design of linear stormwater management facilities in separate task.) 6a.6 Design of Stormwater Management Facility (Offsite or Infield Pond) – N/A 6a.7 Design of Stormwater Management Facility (Roadside Treatment Swales and Linear Ponds)- The CONSULTANT shall design stormwater management facilities to meet requirements for stormwater quality treatment, attenuation, and aesthetics. The CONSULTANT shall develop proposed pond layout (contributing drainage basin, shape, contours, slopes, volumes, tie-ins, aesthetics, etc.), perform routing, pollutant/nutrient loading calculations, recovery calculations and design the outlet control structure. 6a.8 Design of Floodplain Compensation The CONSULTANT shall determine floodplain encroachments, coordinate with regulatory agencies, and develop proposed compensation area layout (shape, contours, slopes, volumes, etc.). The CONSULTANT shall document the design following the requirements of the regulatory agency. 6a.9 Design of Storm Drains The CONSULTANT shall delineate contributing drainage areas, determine runoff, inlet locations, and spread. The CONSULTANT shall calculate hydraulic losses (friction, utility conflict and, if necessary, minor losses). The CONSULTANT shall determine design tailwater and, if necessary, outlet scour protection. 6a.10 Optional Culvert Material Determine acceptable options for pipe materials using the Culvert Service Life Estimator. 6a.11 French Drain Systems 6a.11a Existing French – N/A 6a.12 Drainage Wells – N/A 6a.13 Drainage Design Documentation Report The CONSULTANT shall compile drainage design documentation into report format. Include documentation for all the drainage design tasks and associated meetings and decisions, except for stand-alone reports, such as the Pond Siting Analysis Report and Bridge Hydraulics Report. 6a.14 Bridge Hydraulic Report 16.B.2.e Packet Pg. 767 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) The CONSULTANT shall calculate hydrology, hydraulics, deck drainage, scour, and appropriate counter measures. The CONSULTANT shall prepare report and the information for the Bridge Hydraulics Recommendation Sheet. 6a.15 Temporary Drainage Analysis The CONSULTANT shall Evaluate and address drainage to adequately drain the road and maintain existing offsite drainage during all construction phases. Provide documentation. 6a.16 Cost Estimate The CONSULTANT shall prepare cost estimates for the drainage components. 6a.17 Technical Special Provisions / Modified Special Provisions 6a.18 Hydroplaning Analysis – N/ 6a.19 Existing Permit Analysis The CONSULTANT shall gather data including desktop analysis of local, state, and federal Drainage permits. 6a.20 Other Drainage Analysis Includes all efforts for a drainage task not covered by an existing defined task. 6a.21 Noise Barrier Evaluation – N/A 6a.22 Field Reviews 6a.23 Technical Meetings Meetings with COUNTY staff, regulatory agencies, local governments such as meetings with District Drainage Engineer, the Water Management District, FDEP, etc. 6a.24 Environmental Look-Around Meetings The CONSULTANT shall convene a meeting with COUNTY staff, regulatory agencies, local governments, and other stakeholders to explore watershed wide stormwater needs and alternative permitting approaches. 6a.25 Quality Assurance/Quality Control 6a.26 Independent Peer Review 6a.27 Supervision 6a.28 Coordination 6b DRAINAGE PLANS The CONSULTANT shall prepare Drainage plan sheets, notes, and details. The plans shall include the following sheets necessary to convey the intent and scope of the project for the purposes of construction. 6b.1 Drainage Map 6b.2 Bridge Hydraulics Recommendation sheets 6b.3 Summary of Drainage Structures 6b.4 Optional Pipe/Culvert Material 6b.5 Drainage Structure Sheet(s) (Per Structure) 6b.6 Miscellaneous Drainage Detail Sheets 6b.7 Lateral Ditch Plan/Profile 6b.8 Lateral Ditch Cross Sections 6b.9 Retention/Detention Pond Detail Sheet(s) 6b.10 Retention Pond Cross Sections 6b.11 Erosion Control Plan Sheet(s) 6b.12 SWPPP Sheet(s) 6b.13 Quality Assurance/Quality Control 6b.14 Supervision 7 UTILITIES 16.B.2.e Packet Pg. 768 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) The CONSULTANT shall identify utility facilities and secure agreements, utility work schedules, and plans from the Utility Agency Owners (UAO) ensuring all conflicts that exist between utility facilities and the COUNTY’s construction project are addressed. The CONSULTANT shall follow FDOT and COUNTY standards, policies, procedures, and design criteria. COUNTY standards are located at: http://www.colliergov.net/your-government/divisions-s-z/water/utilities-standards-manual 7.1 Utility Kickoff Meeting Before any contact with the UAO(s), the CONSULTANT shall meet with COUNTY Transportation Engineering Division and Public Utilities Department to receive guidance, as may be required, to assure that all necessary coordination will be accomplished in accordance with COUNTY procedures. CONSULTANT shall bring a copy of the design project work schedule reflecting utility activities. 7.2 Identify Existing Utility Agency Owner(s) The CONSULTANT shall identify all utilities within and adjacent to the project limits that may be impacted by the project. From Vanderbilt Beach Road to Immokalee Road the Collier County Water and Sewer District (CCWSD) has several utility lines running through the corridor. The Consultant shall identify and track all CCWSD facilities and coordinate their disposition within this project. Some of the existing utilities within the corridor include, but are not limited to the following: • 8”,16” and 20” PVC Water • 8”, 12”, 20”, and 24” PVC IQ Water • 6”, 8”, 16” and 24” PVC Sanitary • 12” and 20” DIP Water 7.3 Make Utility Contacts First Contact: The CONSULTANT shall send emails and electronic (.pdf) sets of plans to each utility, to the utility office, and to the COUNTY Offices as required by the District. Includes contact by phone for meeting coordination. Request type, size, location, easements, and cost for relocation if reimbursement is claimed. Request the voltage level for power lines in the project area. Send UAO requests for reimbursement to COUNTY for a legal opinion. Include the meeting schedule (if applicable) and the design schedule. Include typical meeting agenda. If scheduling a meeting, give 4 weeks advance notice. Second Contact: At a minimum of 4 weeks prior to the meeting, the CONSULTANT shall send complete sets of Phase II plans and the utility conflict information (when applicable and in the format requested by the COUNTY) to each UAO having facilities located within the project limits, and email one set to the COUNTY Offices as required by the District. Third Contact: Identify agreements and assemble packages. The CONSULTANT shall send agreements, letters, the utility conflict information (when applicable and in the format requested by the COUNTY) and an electronic set of plans to the UAO(s) including all component sets, to the utility office and to construction and maintenance if required. Include the design schedule. Not all projects will have all contacts as described above. 7.4 Exception Processing The CONSULTANT shall be responsible for transmitting/coordinating the appropriate design reports including, but not limited to, the Resurfacing, Restoration and Rehabilitation (RRR) report, Preliminary Engineering Report, Project Scope and/or the Concept Report (if applicable) to each UAO to identify any condition that may require a Utility Exception. The CONSULTANT shall identify and communicate to the UAO any facilities in conflict with their location or project schedule. The CONSULTANT shall assist with the processing of design exceptions involving Utilities with the UAO and the COUNTY. Assist with processing per the UAM. 7.5 Preliminary Utility Meeting The CONSULTANT shall schedule (time and place), notify participants, and conduct a preliminary utility meeting with all UAO(s) having facilities located within the project limits for the purpose of presenting the project, reviewing the current design schedule evaluating the utility information collected, provide follow-up information on compensable property rights from the FDOT Legal Office, discuss the utility work by highway contractor option with each utility, and discuss any future design issues that may impact utilities. This is also an opportunity for the UAO(s) to present proposed facilities. The CONSULTANT shall keep accurate minutes and distribute a copy to all attendees. 7.6 Individual/Field Meetings The CONSULTANT shall meet with each UAO as necessary, separately, or together, throughout the project design duration to provide guidance in the interpretation of plans, review changes to the plans and schedules, standard or selective 16.B.2.e Packet Pg. 769 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) clearing and grubbing work, and assist in the development of the UAO(s) plans and work schedules. The CONSULTANT is responsible for motivating the UAO to complete and return the necessary documents after each Utility Contact or Meeting. 7.7 Collect and Review Plans and Data from UAO(s) The CONSULTANT shall review utility marked plans and data individually as they are received for content. Ensure information from the UAO (utility type, material, and size) is sent to the designer for inclusion in the plans. Forward all requests for utility reimbursement and supporting documentation to the COUNTY. 7.8 Subordination of Easements Coordination – N/A 7.9 Utility Design Meeting The CONSULTANT shall schedule (time and place), notify participants, and conduct a Utility meeting with all affected UAO(s). The CONSULTANT shall be prepared to discuss impacts to existing trees/vegetation and proposed landscape, drainage, traffic signalization, temporary traffic control plans (TTCP) (construction phasing), review the current design schedule and letting date, evaluate the utility information collected, provide follow-up information on compensable property rights from COUNTY Legal Office, discuss with each UAO the utility work by highway contractor option, discuss any future design issues that may impact utilities, etc., to the extent that they may have an effect on existing or proposed utility facilities with particular emphasis on drainage and TTCP with each UAO. The intent of this meeting shall be to assist the UAOs in identifying and resolving conflicts between utilities and proposed construction before completion of the plans, including utility adjustment details. Also, to work with the UAOs to recommend potential resolutions between known utility conflicts with proposed construction plans as may be deemed practical by the UAO. The CONSULTANT shall keep accurate minutes of all meetings and distribute a copy to all attendees within 3 days. See Task 4.5 (Horizontal/Vertical Master Design File) and Task 4.9 (Cross Section Design Files) for utility conflict location identification and adjustments. 7.10 Review Utility Markups & Work Schedules and Processing of Schedules & Agreements The CONSULTANT shall review utility marked-up plans and work schedules as they are received for content and coordinate review with the designer. Send color markups and schedules to the appropriate COUNTY office(s) such as survey, geotechnical, drainage, structures, lighting, roadway, signals, utilities, landscape architecture, municipalities, maintaining agency, and District Traffic Operations for review and comment if required by the District. Coordinate with the District for execution. Distribute Executed Final Documents. Prepare Work Order for UAO(s). The CONSULTANT shall coordinate with the COUNTY PUD the programming of necessary Work Program funds. 7.11 Utility Coordination/Follow-up The CONSULTANT shall provide utility coordination and follow up. This includes follow-up, interpreting plans, and assisting the UAOs with completion of their work schedules and agreements. Includes phone calls, face-to-face meetings, etc., to motivate and ensure the UAO(s) complete and return the required documents in accordance with the project schedule. Ensure the resolution of all known conflicts. The CONSULTANT shall keep accurate minutes of all meetings and distribute a copy to all attendees. This task can be applied to all phases of the project. 7.12 Utility Constructability Review The CONSULTANT shall review utility schedules against construction contract time and phasing for compatibility. Coordinate with and obtain written concurrence from the construction office. See Task 4.5 (Horizontal/Vertical Master Design File) and Task 4.9 (Cross Section Design Files) for utility conflict identification and adjustments. 7.13 Additional Utility Services The CONSULTANT shall provide additional utility services. The CONSULTANT shall, via soft-dig, potholing, or other non-destructive method, physically obtain the horizontal and vertical location, size, type, material, and condition, of all underground utilities within and surrounding all proposed foundations for signal poles, light poles, retaining walls, piles, piers, culverts, tunnels, air release valves or other critical locations where foundation construction is proposed, or as directed by the COUNTY’S Construction Project Manager. Refer to Section 27.10 for SUE services. • County Utility Analysis – The CONSULTANT shall review the existing Collier County utilities within the project area and evaluate potential impacts cause by the proposed project improvements. The CONSULTANT will obtain County GIS data to assist with evaluating water, wastewater, and irrigation quality assets that will conflict with the proposed road work. The CONSULTANT will survey above-ground utility infrastructure. The CONSULTANT shall perform an SUE investigation at “Tie-in” points and said impacted utilities should be documented per a conflict matrix. For the 0 to 60% design phase, the CONSULTANT will be responsible for identifying all those utilities impacted by the roadway improvements and determining whether additional right-of-way will be required for their relocation. • County Utility Design – After creating the conflict matrix, the CONSULTANT will be responsible for Utility Relocation Designs. The CONSULTANT will not be responsible for any Utility Upgrade Designs for the COUNTY utilities. Utility upgrade design will be considered an Additional Service. 7.14 Processing Utility Work by Highway Contractor (UWHC) – N/A 16.B.2.e Packet Pg. 770 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) This includes coordinating utility design efforts between the COUNTY and the UAO(s). The CONSULTANT shall conduct additional coordination meetings, prepare and process the agreements, review tabulation of quantities, perform UWHC constructability and biddability review, review pay items, cost estimates , and Technical Special Provisions (TSP) or Modified Special Provision (MSP) prepared by the UAO. This does not include the utility design effort. This item is not usually included in the scope at the time of negotiation. 7.15 Contract Plans to UAO(s) If requested by the District, the CONSULTANT shall transmit the contract plans as processed for letting to the UAO(s). Transmittals to UAO(s) may be by email (certified mail upon request), return receipt requested. 7.16 Certification/Close-Out – N/A This includes hours for transmitting utility files to the COUNTY and preparation of the Utility Certification Letter. The CONSULTANT shall certify to the COUNTY Project Manager the following: All utility negotiations (Full execution of each agreement, approved Utility Work Schedules, Technical Special Provisions or Modified Special Provisions written, etc.) have been completed with arrangements made for utility work to be undertaken and completed as required for proper coordination with the physical construction schedule. OR An on-site inspection was made, and no utility work will be involved. OR Plans were sent to the Utility Companies/Agencies; no utility work is required. OR A No Response letter on COUNTY letter, delivered to the UAO via certified mail, return receipt requested, documenting all failed attempts to obtain RGBs, UWS or No Conflict letter from any non-responsive UAO. 7.17 Other Utilities This scope item is considered an Additional/Optional Service if requested by the COUNTY. Fees for this item are not included in the negotiated contract fees. If this item is determined necessary and is requested by the COUNTY, scope and fee will be negotiated at the time and will be implemented via Change Order or Contract Amendment. When applicable, the staff hourly rates established in the contract shall be utilized for fee determination. 8 ENVIRONMENTAL PERMITS and ENVIRONMENTAL CLEARANCES The CONSULTANT shall notify the COUNTY Project Manager, Environmental Permit Coordinator, and other appropriate COUNTY personnel in advance of all scheduled meetings with the regulatory agencies to allow a COUNTY representative to attend. The CONSULTANT shall copy in the Project Manager and the Environmental Permit Coordinator on all permit related correspondence and meetings. The CONSULTANT shall use current regulatory guidelines and policies for all permits required as identified in Section 2.4. 8.1 Preliminary Project Research The CONSULTANT shall perform preliminary project research and shall be responsible for regulatory agency coordination to assure that design efforts are properly directed toward permit requirements. The research shall include but should not be limited to a review of the project’s PD&E documents including the Environmental Document, Natural Resources Evaluation Report, and Cultural Resources Assessment Survey Report. The CONSULTANT shall research any existing easements or other restrictions that may exist both within or adjacent to the proposed project boundary. Project research may include but should not be limited to review of available: federal, state, and local permit files and databases; and local government information including COUNTY and property appraiser data. The CONSULTANT shall determine if any Sovereign Submerged Lands easements need to be modified or acquired. Any applicable information will be shown on the plans as appropriate. 8.2 Field Work 8.2.1 Pond Site Alternatives: - N/A 8.2.2 Establish Wetland Jurisdictional Lines and Assessments: The CONSULTANT shall be responsible for, but not limited to, the following activities:  Determine the landward extent of wetlands and other surface waters as detailed in Rule Chapter 62-340, F.A.C., as ratified in Section 373.4211, F.S.; United States Army Corps of Engineers (USACE) Wetland Delineation Manual (Technical Report Y-87-1); Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Atlantic and Gulf Coastal Plain Region (ERD/EL TR-10-20).  Collect all data and information necessary to determine the jurisdictional boundaries of wetlands and other 16.B.2.e Packet Pg. 771 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) surface waters as defined by the rules or regulations of each permitting agency processing a COUNTY permit application for the project.  Set seasonal high-water levels in adjacent wetlands with biological indicators  Obtain a jurisdictional determination as defined by the rules or regulations of each permitting agency processing a COUNTY permit application for the project.  Prepare aerial maps showing the jurisdictional boundaries of wetlands and other surface waters. Aerial maps shall be reproducible, of a scale of 1” = 400’ or more detailed and be recent photography. The maps shall show the jurisdictional boundaries of each agency. Photocopies of aerials are not acceptable. When necessary, a wetland specific survey will be prepared by a registered surveyor and mapper. All surveyed jurisdictional boundaries are to be tied to the project’s baseline of survey.  Prepare a written assessment of the current condition and functional value of the wetlands and other surface waters. Prepare data in tabular form which includes the ID number for each wetland (and other surface water, if necessary) impacted, size of wetland to be impacted, type of impact, and identify any wetland (by ID number and size) within the project limits that will not be impacted by the project.  Prepare appropriate agency forms to obtain required permits. Forms may include but are not limited to the USACE “Wetland Determination Data Form – Atlantic and Gulf Coastal Plain Region”; the USACE “Approved Jurisdictional Determination Form”; Uniform Mitigation Assessment Method forms and/or project specific data forms. 8.2.3 Species Surveys: The CONSULTANT shall conduct wildlife surveys as defined by rules or regulations of any permitting agency or commenting agency that is processing a COUNTY permit. Species specific survey included for gopher tortoise burrows, fox squirrel nests, Florida bonneted bat (roost and acoustic survey). No species-specific survey for red-cockaded woodpecker and Florida scrub-jay. The CONSULTANT shall conduct a field review of the project site and document existing conditions with regard to habitats and potential presence of listed species. CONSULTANT will prepare the required supplemental environmental technical memorandum necessary to facilitate FDOT review and support for a Type 2, Categorical Exclusion Re-evaluation to meet National Environmental Policy Act (NEPA) compliance. CONSULTANT will prepare the required documentation to support the Type 2 CE Re-evaluation and will submit the required information for the Type 2 CE Re-evaluation to the COUNTY and FDOT to achieve the required Environmental Certification required for the LAP Agreement. The above scope and corresponding fees include consultation with the Florida Fish and Wildlife Conservation Commission (FWC) and the U.S. Fish and Wildlife Service (FWS). The CONSULTANT is to coordinate with the SFWMD and any other regulatory agencies having jurisdiction to assure that design efforts are properly directed toward permit requirements. The CONSULTANT will prepare a complete permit package necessary to construct the project, including site and system design information required by and acceptable to the District and all other regulatory agencies. The CONSULTANT will professionally endorse the permit package(s) for District permitting and any regulatory agency exercising jurisdiction. The CONSULTANT is responsible for permit package submittal, agency coordination and for all the information necessary to secure permits from these regulatory agencies. 8.3 Agency Verification of Wetland Data The CONSULTANT shall be responsible for verification of wetland and other surface water data identified in Section 8.2 and coordinating regulatory agency field reviews, including finalization of assessments and jurisdictional determinations with applicable agencies. 8.4 Complete and Submit All Required Permit Applications The CONSULTANT shall collect all the data and information necessary to prepare the permit applications and obtain the environmental permits required to construct the project as identified in the Project Description and as described in 8.4.1, 8.4.2, and 8.12 (Other Permits). The CONSULTANT shall prepare each permit application in accordance with the rules and/or regulations of the regulatory agency responsible for issuing a specific permit and/or authorization to perform work. The permit application packages must be approved by the COUNTY and FDOT prior to submittal to regulatory agencies. The CONSULTANT will submit all permit applications, as directed by the COUNTY. The COUNTY will be responsible for payment of all permit fees. 8.4.1 Complete and Submit all Required Wetland Permit Applications: The CONSULTANT shall prepare, complete, and submit required wetland permit (i.e., ERP, Section 404) application packages to the appropriate regulatory agencies. This includes, but is not limited to, applications 16.B.2.e Packet Pg. 772 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) submitted to WMDs and/or DEP. The application package may include but is not limited to attachments (i.e., project location map, aerials, affidavit of ownership, pictures, additional technical analysis, etc.), a cover letter with project description as well as completion of applicable agency forms. The CONSULTANT shall prepare and respond to agency Requests for Additional Information (RAIs), including necessary revisions to the application package. All responses and completed application packages must be approved by the COUNTY prior to submittal to the regulatory agencies. Geotechnical permitting should also be prepared, submitted, and obtained. 8.4.2 Complete and Submit all Required Species Permit Applications: The CONSULTANT shall prepare, complete, and submit required species permit applications to the appropriate agencies. This includes federal and state protected species permit application packages as required. The work includes completion of application package (i.e., project location map, aerials, affidavit of ownership, pictures, additional technical analysis, etc.), and cover letter with project description as well as completion of applicable forms. The CONSULTANT shall respond to agency RAIs, including necessary revisions to the application package. All responses and completed applications must be approved by the COUNTY prior to submittal to the regulatory agency. Permit applications limited to FWC 10 or fewer gopher tortoise relocation permit and modification of existing USFWS Biological Opinion. 8.5 Coordinate and Review Dredge and Fill Sketches The CONSULTANT shall review Dredge and Fill Detail sheets to ensure information on the sketch(es) meet the requirements of the regulatory agencies and are appropriate for environmental permit application submittal and acquisition. The CONSULTANT will also provide environmental data/information as needed to support the preparation of the Dredge and Fill sketches. 8.6 Prepare USCG Permit Application -NA 8.7 Prepare Water Management District or Local Water Control District Right of Way Occupancy Permit Application The CONSULTANT shall be responsible for the preparation of the ROW Occupancy permit application in accordance with the regulatory agency requirements. 8.8 Prepare Coastal Construction Control Line (CCCL) Permit Application – N/A 8.9 Prepare USACE Section 408 Application to Alter a Civil Works Project – N/A 8.10 Compensatory Mitigation Plan Prior to the development of mitigation alternatives, the CONSULTANT shall meet with the Project Manager to determine the COUNTY’s policies in proposing mitigation. The CONSULTANT will be directed by the COUNTY to investigate the mitigation options that meet federal and state requirements in accordance with section 373.4137, F.S. Below is the only mitigation options:  Purchase of mitigation credits from a mitigation bank 8.11 Mitigation Coordination and Meetings The CONSULTANT shall coordinate with COUNTY personnel prior to approaching any environmental permitting or commenting agencies. Once a mitigation plan has been reviewed and approved by the COUNTY, the CONSULTANT will be responsible for coordinating the proposed mitigation plan with the environmental agencies. The CONSULTANT will provide mitigation information needed to update the COUNTY Project Manager. 8.12 Other Environmental Permits-N/A Environmental Clearances, and Technical Support scope items are considered Additional/Optional Service if requested by the COUNTY. Fees for these items are not included in the negotiated contract fees. If these items are determined necessary and are requested by the COUNTY, scope and fee will be negotiated at that time and will be implemented via Change Order. When applicable, the staff hourly rates established in the contract shall be utilized for fee determination. 8.13 Preparation of Environmental Clearances and Re-evaluations NA. The CONSULTANT shall prepare reports and clearances for all the changes to the project that occurred after the PD&E study was approved. These changes could include but are not limited to pond and/or mitigation sites identified, land use or environmental changes, and major design changes. 8.13.1 NEPA or SEIR Re-evaluation: During the development of the final design plans, the CONSULTANT shall be responsible for collecting the data and preparing technical documents for the FDOT to perform the re-evaluation in accordance with Part 1, Chapter 13 of the PD&E Manual. 8.13.2 Archaeological and Historical Resources: The CONSULTANT shall collect data necessary to completely analyze the impacts, due to changes in the project or project area, to all cultural and historic resources, and prepare 16.B.2.e Packet Pg. 773 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) a Cultural Resource Assessment Survey Report, in accordance with Part 2, Chapter 8 of the PD&E Manual. 8.13.3 Wetland Impact Analysis: The CONSULTANT shall analyze the impacts to wetlands due to changes to the project and complete the wetlands section of a Natural Resources Evaluation Report, in accordance with Part 2, Chapter 9 of the PD&E Manual. 8.13.4 Essential Fish Habitat Impact Analysis: The CONSULTANT shall analyze the impacts to essential fish habitat due to changes to the project and complete the Essential Fish Habitat section of a Natural Resources Evaluation Report, in accordance with Part 2, Chapter 17 of the PD&E Manual. 8.13.5 Protected Species and Habitat Impact Analysis: The CONSULTANT shall collect data necessary to prepare the protected species and habitat section of the Natural Resources Evaluation Report and analyze the impacts to protected species and habitat by the changes to the project, in accordance with Part 2, Chapter 16 of the PD&E Manual. The CONSULTANT shall perform the necessary analysis to complete agency consultation in accordance with Section 7 or Section 10 of the Endangered Species Act. 8.14 Contamination Impact Analysis The CONSULTANT shall prepare Contamination Screening Evaluation for the project limits including stormwater ponds and floodplain compensation sites as described in Part 2, Chapter 20, of the PD&E Manual. The appropriate level of analysis and deliverable type will be approved by the COUNTY’s Project Manager and District Contamination Impact Coordinator. The draft Level 1 Contamination Screening Evaluation document shall be submitted to the COUNTY’s Project Manager for review and final approval. The CONSULTANT shall include an evaluation of any new contamination impacts due to changes to the project from the PD&E design concept, if applicable, and any new discharges or new potential contamination impacts not evaluated in any previously completed Contamination Screening Evaluation. The project impacts, conclusions and recommendations, figures, tables, and appendices will be provided in a Level I Contamination Screening Evaluation Report. The CONSULTANT shall provide Level II assessment services. If contamination is identified within the limits of construction, the CONSULTANT shall coordinate with the COUNTY Project Manager to properly mark identified contamination areas in the plans and develop specifications as appropriate. 8.15 Asbestos Survey - N/A 8.16 Technical Meetings 8.17 Quality Assurance/Quality Control 8.18 Supervision 8.19 Coordination 9 STRUCTURES - SUMMARY AND MISCELLANEOUS TASKS AND DRAWINGS The CONSULTANT shall analyze, design, and develop contract documents for all structures in accordance with applicable provisions as defined in Section 2.21, Provisions for Work. Individual tasks identified in Sections 9 through 18 are defined in the Staff Hour Estimation Handbook and within the provision defined in Section 2.21, Provisions for Work. Contract documents shall display economical solutions for the given conditions. The CONSULTANT shall provide Design Documentation to the COUNTY with each submittal consisting of structural design calculations and other supporting documentation developed during the development of the plans. The design calculations submitted shall adequately address the complete design of all structural elements. These calculations shall be neatly and logically presented on digital media or, at the COUNTY’s request, on 8 ½”x11” paper and all sheets shall be numbered. The final design calculations shall be signed and sealed by a Florida-licensed professional engineer. A cover sheet indexing the contents of the calculations shall be included and the engineer shall sign and seal that sheet. All computer programs and parameters used in the design calculations shall include sufficient backup information to facilitate the review task. 9.1 Key Sheet and Index of Drawings 9.2 Project Layout 9.3 General Notes and Bid Item Notes 9.4 Miscellaneous Common Details 9.5 Incorporate Report of Core Borings 9.6 Standard Plans- Bridges 9.7 Existing Bridge Plans – N/A 16.B.2.e Packet Pg. 774 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) 9.8 Assemble Plan Summary Boxes and Quantities 9.9 Cost Estimate 9.10 Technical Special Provisions and Modified Special Provisions 9.11 Field Reviews 9.12 Technical Meetings 9.13 Quality Assurance/Quality Control 9.14 Independent Peer Review 9.15 Supervision 9.16 Coordination 10 STRUCTURES - BRIDGE DEVELOPMENT REPORT The CONSULTANT shall prepare a Bridge Development Report (BDR). The BDR shall be submitted as part of the Phase I (30%) Submittal, General Requirements. General Requirements 10.1 Bridge Geometry 10.2 Ship Impact Data Collection-N/A. 10.3 Ship Impact Criteria- N/A. Superstructure Alternatives 10.4 Short-Span Concrete 10.5 Medium-Span Concrete 10.6 Long Span Concrete – N/A 10.7 Structural Steel – N/A Foundation and Substructure Alternatives 10.8 Pier/Bent 10.9 Shallow Foundations / GRS Abutments 10.10 Deep Foundations Includes evaluation of deep foundation (prestressed concrete piles and drilled shafts) options. Movable Span-N/A. 10.11 Data Collection and Design Criteria 10.12 Movable Span Geometrics and Clearances 10.13 Deck System Evaluation 10.14 Framing Plan Development 10.15 Main Girder Preliminary Design 10.16 Conceptual Span Balance/Counterweight 10.17 Support System Development 10.18 Drive Power Calculations 10.19 Drive System Development 10.20 Power and Control Development 10.21 Conceptual Pier Design 10.22 Foundation Analysis (FL PIER) 10.23 Tender Visibility Study 16.B.2.e Packet Pg. 775 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) Other BDR Issues 10.24 Aesthetics 10.25 TTCP/Staged Construction Requirements 10.26 Constructability Requirements 10.27 Load Rating for Damaged/Widened Structures-N/A. 10.28 Quantity and Cost Estimates 10.29 Quantity and Cost Estimates - Movable Span-N/A. 10.30 Wall Type Justification Report Preparation 10.31 Exhibits 10.32 Exhibits - Movable Span-N/A 10.33 Report Preparation 10.34 Report Preparation - Movable Span-N/A 10.35 BRIDGE TYPE STUDY Submittal Package Preliminary Plans (To be included in the BDR) 1. General Notes Sheets 2. Plan and Elevation Sheets 3. Construction Staging 4. Superstructure Section Sheets 5. Substructure Section Sheets 6. Report of core borings 7. Preliminary foundation layouts 8. Wall Layout Sheets Preliminary Geotechnical investigations Report shall be included as part of the BDR preparation. 11 STRUCTURES - TEMPORARY BRIDGE-N/A 12 STRUCTURES - SHORT SPAN CONCRETE BRIDGE The CONSULTANT shall prepare plans for Short Span Concrete Bridge(s) at the location(s) specified in Section 2.5. General Layout Design and Plans 12.1 Overall Bridge Final Geometry 12.2 Expansion/Contraction Analysis 12.3 General Plan and Elevation 12.4 Construction Staging 12.5 Approach Slab Plan and Details 12.6 Miscellaneous Details End Bent Design and Plans 12.7 End Bent Geometry 12.8 End Bent Structural Design 12.9 End Bent Plan and Elevation 12.10 End Bent Details Intermediate Bent Design and Plans 16.B.2.e Packet Pg. 776 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) 12.11 Bent Geometry 12.12 Bent Stability Analysis 12.13 Bent Structural Design 12.14 Bent Plan and Elevation 12.15 Bent Details Miscellaneous Substructure Design and Plans 12.16 Foundation Layout Superstructure Design and Plans 12.17 Finish Grade Elevation Calculation 12.18 Finish Grade Elevations Cast-In-Place Slab Bridges 12.19 Bridge Deck Design 12.20 Superstructure Plan 12.21 Superstructure Sections and Details Prestressed Slab Unit Bridges 12.22 Prestressed Slab Unit Design 12.23 Prestressed Slab Unit Layout 12.24 Prestressed Slab Unit Details and Schedule 12.25 Deck Topping Reinforcing Layout 12.26 Superstructure Sections and Details Reinforcing Bar Lists 12.27 Preparation of Reinforcing Bar List Load Rating 12.28 Load Rating 13 STRUCTURES - MEDIUM SPAN CONCRETE BRIDGE The CONSULTANT shall prepare plans for Medium Span Concrete Bridge(s) at the location(s) specified in Section 2.5. General Layout Design and Plans 13.1 Overall Bridge Final Geometry 13.2 Expansion/Contraction Analysis 13.3 General Plan and Elevation 13.4 Construction Staging 13.5 Approach Slab Plan and Details 13.6 Miscellaneous Details End Bent Design and Plans 13.7 End Bent Geometry 13.8 Wingwall Design and Geometry 13.9 End Bent Structural Design 13.10 End Bent Plan and Elevation 13.11 End Bent Details Intermediate Bent Design and Plans 13.12 Bent Geometry 16.B.2.e Packet Pg. 777 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) 13.13 Bent Stability Analysis 13.14 Bent Structural Design 13.15 Bent Plan and Elevation 13.16 Bent Details Pier Design and Plans 13.17 Pier Geometry 13.18 Pier Stability Analysis 13.19 Pier Structural Design 13.20 Pier Plan and Elevation 13.21 Pier Details Miscellaneous Substructure Design and Plans 13.22 Foundation Layout Superstructure Deck Design and Plans 13.23 Finish Grade Elevation (FGE) Calculation 13.24 Finish Grade Elevations 13.25 Bridge Deck Design 13.26 Bridge Deck Reinforcing and Concrete Quantities 13.27 Diaphragm Design 13.28 Superstructure Plan 13.29 Superstructure Section 13.30 Miscellaneous Superstructure Details Reinforcing Bar Lists 13.31 Preparation of Reinforcing Bar List Continuous Concrete Girder Design 13.32 Section Properties 13.33 Material Properties 13.34 Construction Sequence 13.35 Tendon Layouts 13.36 Live Load Analysis 13.37 Temperature Gradient 13.38 Time Dependent Analysis 13.39 Stress Summary 13.40 Ultimate Moments 13.41 Ultimate Shear 13.42 Construction Loading 13.43 Framing Plan 13.44 Girder Elevation, including Grouting Plan and Vent Locations 13.45 Girder Details 13.46 Erection Sequence 13.47 Splice Details 13.48 Girder Deflections and Camber Simple Span Concrete Design 16.B.2.e Packet Pg. 778 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) 13.49 Prestressed Beam 13.50 Prestressed Beam Schedules 13.51 Framing Plan Beam Stability 13.52 Beam/Girder Stability Bearing 13.53 Bearing Pad and Bearing Plate Design 13.54 Bearing Pad and Bearing Plate Details Load Rating 13.55 Load Ratings 14 STRUCTURES - STRUCTURAL STEEL BRIDGE – N/A 15 STRUCTURES - SEGMENTAL CONCRETE BRIDGE-N/A. 16 STRUCTURES - MOVABLE SPAN-N/A. 17 STRUCTURES - RETAINING WALLS The CONSULTANT shall prepare plans for Retaining Wall(s) as specified in Section 2.5. General Requirements 17.1 Key Sheet 17.2 Horizontal Wall Geometry Permanent Proprietary Walls 17.3 Vertical Wall Geometry 17.4 Semi-Standard Drawings 17.5 Wall Plan and Elevations (Control Drawings) 17.6 Details Temporary Proprietary Walls 17.7 Vertical Wall Geometry 17.8 Semi-Standard Drawings 17.9 Wall Plan and Elevations (Control Drawings) 17.10 Details Cast-In-Place Retaining Walls 17.11 Design 17.12 Vertical Wall Geometry 17.13 General Notes 17.14 Wall Plan and Elevations (Control Drawings) 17.15 Sections and Details 17.16 Reinforcing Bar List Other Retaining Walls and Bulkheads 17.17 Design 16.B.2.e Packet Pg. 779 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) 17.18 Vertical Wall Geometry 17.19 General Notes, Tables and Miscellaneous Details 17.20 Wall Plan and Elevations 17.21 Details 18 STRUCTURES - MISCELLANEOUS The CONSULTANT shall prepare plans for Miscellaneous Structure(s) as specified in Section 2.5. Concrete Box Culverts – N/A 18.1 Concrete Box Culverts 18.2 Concrete Box Culverts Extensions 18.3 Concrete Box Culvert Data Table Plan Sheets 18.4 Concrete Box Culvert Special Details Plan Sheets 18.5 Steel Strain Poles 18.6 Concrete Strain Poles 18.7 Strain Pole Data Table Plan Sheets 18.8 Strain Pole Special Details Plan Sheets Mast Arms 18.9 Mast Arms 18.10 Mast Arms Data Table Plan Sheets 18.11 Mast Arms Special Details Plan Sheets Overhead/Cantilever Sign Structure -N/A 18.12 Cantilever Sign Structures 18.13 Overhead Span Sign Structures 18.14 Special (Long Span) Overhead Sign Structures 18.15 Monotube Overhead Sign Structure 18.16 Bridge Mounted Signs (Attached to Superstructure) 18.17 Overhead/Cantilever Sign Structures Data Table Plan Sheets 18.18 Overhead/Cantilever Sign Structures Special Details Plan Sheets High Mast Lighting – N/A 18.19 Non-Standard High Mast Lighting Structures 18.20 High Mast Lighting Special Details Plan Sheets Noise Barrier Walls (Ground Mount) N/A 18.21 Horizontal Wall Geometry 18.22 Vertical Wall Geometry 18.23 Summary of Quantities – Aesthetic Requirements 18.24 Control Drawings 18.25 Design of Noise Barrier Walls Covered by Standards 18.26 Design of Noise Barrier Walls not Covered by Standards 18.27 Aesthetic Details Special Structures (N/A) 18.28 Fender System 16.B.2.e Packet Pg. 780 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) 18.29 Fender System Access 18.30 Special Structures 18.31 Other Structures 18.32 Condition Evaluation of Signal and Sign Structures, and High Mast Light Poles 18.33 Condition Evaluation of Signal and Sign Structures, and High Mast Light Poles (No As built or Design Plans Available) 18.34 Analytical Evaluation of Signal and Sign Structures, and High Mast Light Poles 19 SIGNING AND PAVEMENT MARKING ANALYSIS The CONSULTANT shall analyze and document Signing and Pavement Markings Tasks in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and current design memorandums. 19.1 Traffic Data Analysis The CONSULTANT shall review the approved preliminary engineering report, typical section package, and proposed geometric design alignment to identify proposed sign placements and roadway markings. Perform queue analysis for Randall Boulevard intersection only. 19.2 No Passing Zone Study – N/A 19.3 Reference and Master Design File The CONSULTANT shall prepare the Signing & Marking Design file to include all necessary design elements and all associated reference files. 19.4 Multi-Post Sign Support Calculations The CONSULTANT shall determine the appropriate column size from the COUNTY’s Multi-Post Sign Program(s). 19.5 Sign Panel Design Analysis Establish sign layout, letter size and series for non-standard signs. 19.6 Sign Lighting/Electrical Calculations-N/A. 19.7 Quantities 19.8 Cost Estimate 19.9 Technical Special Provisions and Modified Special Provisions – N/A (will utilize County’s Special Provisions) 19.10 Other Signing and Pavement Marking Analysis 19.11 Field Reviews 19.12 Technical Meetings 19.13 Quality Assurance/Quality Control 19.14 Independent Peer Review 19.15 Supervision 19.16 Coordination 20 SIGNING AND PAVEMENT MARKING PLANS The CONSULTANT shall prepare a set of Signing and Pavement Marking Plans in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and current design memorandums that includes the following. 20.1 Key Sheet 20.2 Tabulation of Quantities 20.3 General Notes/Pay Item Notes 20.4 Project Layout 16.B.2.e Packet Pg. 781 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) 20.5 Plan Sheet 20.6 Typical Details 20.7 Guide Sign Work Sheet(s) 20.8 Traffic Monitoring Site as required 20.9 Cross Sections 20.10 Special Service Point Details as required 20.11 Special Details 20.12 Interim Standards 20.13 Quality Assurance/Quality Control The CONSULTANT shall be responsible for the professional quality, technical accuracy and coordination of traffic design drawings, specifications and other services furnished by the CONSULTANT under this contract. The CONSULTANT shall provide a Quality Control Plan that describes the procedures to be utilized to verify, independently check, and review all design drawings, specifications and other services prepared as a part of the contract. The CONSULTANT shall describe how the checking and review processes are to be documented to verify that the required procedures were followed. The Quality Control Plan may be one utilized by the CONSULTANT as part of their normal operation, or it may be one specifically designed for this project. 20.14 Supervision 21 SIGNALIZATION ANALYSIS The CONSULTANT shall analyze and document Signalization Analysis Tasks in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and current design memorandums. 21.1 Traffic Data Collection The CONSULTANT shall perform all effort required for traffic data collection, including crash reports, 24 hr. machine counts, 8 hr. turning movement counts, 7 day machine counts, and speed & delay studies. 21.2 Traffic Data Analysis The CONSULTANT shall determine signal operation plan, intersection geometry, local signal timings, pre-emption phasing & timings, forecasting traffic, and intersection analysis run. 21.3 Signal Warrant Study-N/A 21.4 Systems Timings (N/A) County Traffic Section will perform the signal timing determination. 21.5 Reference and Master Signalization Design File The CONSULTANT shall prepare the Signalization Design file to include all necessary design elements and all associated reference files. 21.6 Reference and Master Interconnect Communication Design File – N/A 21.7 Overhead Street Name Sign Design -N/A The CONSULTANT shall design Signal Mounted Overhead Street Name signs. 21.8 Pole Elevation Analysis 21.9 Traffic Signal Operation Report – N/A 21.10 Quantities 21.11 Cost Estimate 21.12 Technical Special Provisions and Modified Special Provisions – N/A (will utilize County’s Special Provisions) The CONSULTANT shall meet the latest version of the Collier COUNTY Signalization Technical Special Provisions. 21.13 Other Signalization Analysis The CONSULTANT is required to incorporate into the project the following elements: Closed Circuit Television (CCTV) Cameras (as necessary) – the specification for these devices can be found on 16.B.2.e Packet Pg. 782 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) Collier COUNTY’s website at http://www.colliergov.net/your-government/divisions-s-z/traffic-operations/traffic- technical- special-provisions Vehicle Detection (Inductive loops); web address for these specifications is above. Queue Analysis – Determine auxiliary lanes capacity for Randall Boulevard intersection only. Any additional Technical Special Provisions (must be approved by Traffic Operations Engineers) 21.14 Field Reviews The CONSULTANT shall collect information from the maintaining agencies and conduct a field review. 21.15 Technical Meetings 21.16 Quality Assurance/Quality Control The CONSULTANT shall be responsible for the professional quality, technical accuracy and coordination of traffic design drawings, specifications and other services furnished by the CONSULTANT under this contract. The CONSULTANT shall provide a Quality Control Plan that describes the procedures to be utilized to verify, independently check, and review all design drawings, specifications and other services prepared as a part of the contract. The CONSULTANT shall describe how the checking and review processes are to be documented to verify that the required procedures were followed. The Quality Control Plan may be one utilized by the CONSULTANT as part of their normal operation, or it may be one specifically designed for this project. 21.17 Independent Peer Review 21.18 Supervision 21.19 Coordination 22 SIGNALIZATION PLANS The CONSULTANT shall prepare a set of Signalization Plans in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and current design memorandums, which includes the following: 22.1 Key Sheet 22.2 Signature Sheet 22.3 Tabulation of Quantities 22.4 General Notes/Pay Item Notes 22.5 Plan Sheet 22.6 Interconnect Plans 22.7 Traffic Monitoring Site 22.8 Guide Sign Worksheet 22.9 Special Details 22.10 Special Service Point Details 22.11 Mast Arm/Monotube Tabulation Sheet – N/A 22.12 Strain Pole Schedule– N/A 22.13 TTCP Signal (Temporary) – N/A) 22.14 Temporary Detection Sheet – N/A 22.15 Utility Conflict Sheet 22.16 Interim Standards - N/A 22.17 Quality Assurance/Quality Control The CONSULTANT shall be responsible for the professional quality, technical accuracy and coordination of traffic design drawings, specifications and other services furnished by the CONSULTANT under this contract. 16.B.2.e Packet Pg. 783 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) The CONSULTANT shall provide a Quality Control Plan that describes the procedures to be utilized to verify, independently check, and review all design drawings, specifications and other services prepared as a part of the contract. The CONSULTANT shall describe how the checking and review processes are to be documented to verify that the required procedures were followed. The Quality Control Plan may be one utilized by the CONSULTANT as part of their normal operation, or it may be one specifically designed for this project. 22.18 Supervision 23 LIGHTING ANALYSIS The CONSULTANT shall analyze and document Lighting Tasks in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and current design memorandums. 23.1 Lighting Justification Report Lighting Design Analysis Report The CONSULTANT shall prepare a Preliminary Lighting Design Analysis Report. The report shall be submitted under a separate cover with the Phase II plans submittal. The report shall provide analyses for the intersection of 16th St NE and Randall Boulevard only. After approval of the preliminary report, the CONSULTANT shall submit a revised report for each submittal. The Lighting Design Analysis Report shall include: • Lighting Calculations • Structural calculations for special conventional pole concrete foundations if required • Letter to the power company requesting service • Power company confirmation letter on the requested services • Voltage drop calculations • Load analysis calculations for each branch circuit 23.2 Voltage Drop Calculations The CONSULTANT shall submit voltage drop calculations showing the equation or equations used along with the number of luminaries per circuit, the length of each circuit, the size conductor or conductors used, and their ohm resistance values. The voltage drop incurred on each circuit (total volts and percentage of drop) shall be calculated, and all work necessary to calculate the voltage drop values for each circuit should be presented in such a manner as to be duplicated by the COUNTY. The Voltage Drop Calculations shall be submitted as part of the Lighting Design Analysis Report. 23.3 FDEP Coordination and Report-N/A. 23.4 Reference and Master Design Files The CONSULTANT shall prepare the Lighting Design file to include all necessary design elements and all associated reference files. 23.5 Temporary Lighting – N/A, by the CONTRACTOR if required. 23.6 Design Documentation – N/A; included in LDAR 23.7 Quantities 23.8 Cost Estimate 23.9 Technical Special Provisions and Modified Special Provisions 23.10 Other Lighting Analysis 23.11 Field Reviews The CONSULTANT shall collect information from the maintaining agencies and conduct a field review. The review should include but is not limited to the following:  Existing Lighting Equipment  Load Center, Capabilities and Condition/Age  Condition of Lighting Structure(s)  Verification of horizontal clearances  Verification of breakaway requirements 16.B.2.e Packet Pg. 784 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) 23.12 Technical Meetings 23.13 Quality Assurance/Quality Control 23.14 Independent Peer Review 23.15 Supervision 23.16 Coordination 24 LIGHTING PLANS The CONSULTANT shall prepare a set of Lighting Plans in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and current design memorandums. 24.1 Key Sheet 24.2 General Notes/Pay Item Notes 24.3 Pole Data, Legend & Criteria 24.4 Service Point Details 24.5 Project Layout – N/A 24.6 Plan Sheet 24.7 Special Details – N/A 24.8 Temporary Lighting Data and Details – N/A 24.9 Temporary Traffic Control Plan Sheets – N/A 24.10 Interim Standards – N/A 24.11 Quality Assurance/Quality Control The CONSULTANT shall be responsible for the professional quality, technical accuracy and coordination of traffic design drawings, specifications and other services furnished by the CONSULTANT under this contract. The CONSULTANT shall provide a Quality Control Plan that describes the procedures to be utilized to verify, independently check, and review all design drawings, specifications and other services prepared as a part of the contract. The CONSULTANT shall describe how the checking and review processes are to be documented to verify that the required procedures were followed. The Quality Control Plan may be one utilized by the CONSULTANT as part of their normal operation, or it may be one specifically designed for this project. 24.12 Supervision 25 LANDSCAPE ANALYSIS The CONSULTANT shall analyze and document Landscape Architecture Tasks in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and current design memorandums. 25.1 Data Collection All research required to collect data necessary to complete the initial design analysis. Includes identifying local ordinances and collection of other project data as defined in the “Collier COUNTY Best Management Practices for Landscape Design and Permitting within the Right-of-Way” (as approved by the Board September 28, 2016). 25.2 Site Inventory and Analysis for Proposed Landscape Includes identification of opportunities and constraints for the proposed landscape project based on existing site conditions. Identify available planting areas for nursery landscape material. Summary of analysis, if required, is included in conceptual design. Roll plots may be required. 25.2 a Selective Clearing and Grubbing Site Inventory 25.2b Inventory and Analysis 25.2c Vegetation Disposition Plan- Mainline 25.3 Planting Design – N/A 25.3a Conceptual Planting Design N/A 16.B.2.e Packet Pg. 785 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) 25.3b Final Planting Design N/A 25.4 Irrigation Design N/A 25.5 Hardscape Design Landscape/Irrigation Plans are not included in this Scope of Services. The CONSULTANT shall provide “base level of landscaping” in the roadway plans as follows: electrical and irrigation sleeving, clean median backfill with landscape quality soil, non-mountable Type F curbing and brick pavers at the median ends. Specification and references in “Landscape and Irrigation Specifications for Beautification Improvements” are found in the Collier COUNTY’s Right of Way Manual. Plans will be reviewed by Collier COUNTY Landscape Design and Maintenance Staff. 25.6 Roll Plots Task includes any roll plots for the project to aid in developing final plans (landscape opportunity, disposition, site inventory and analysis, etc.) 25.7 Cost Estimates 25.8 Technical Special Provisions and Modified Special Provisions 25.9 Inspection Services Services may include: on-site inspection, construction, observation, monitoring, supervision, and any reporting requirements. 25.10 Other Landscape Services – N/A 25.11 Outdoor Advertising – N/A 25.12 Field Reviews 25.13 Technical Meetings / Public Meetings – N/A 25.14 Quality Assurance/Quality Control 25.15 Independent Peer Review – N/A 25.16 Supervision 25.17 Project Coordination 25.18 Interdisciplinary Coordination 26 LANDSCAPE PLANS The CONSULTANT shall prepare a set of Landscape Plans which includes the following. 26.1 Key Sheet– N/A 26.2 Tabulation of Quantities and Plant Schedule – N/A 26.3 General Notes – N/A 26.4 Tree and Vegetation Protection and Relocation Plans and Tree Disposition Plans – N/A 26.5 Planting Plans for Linear Roadway Projects– N/A 26.6 Planting Plans (Interchanges and Toll Plazas) – N/A 26.7 Planting Details and Notes – N/A 26.8 Irrigation Plans for Linear Roadway Project – N/A 26.9 Irrigation Plans for Interchange and Toll Plazas – N/A 26.10 Irrigation Details and Notes – N/A 26.11 Hardscape Plans – N/A 26.12 Hardscape Details and Notes 26.13 Landscape Maintenance Plan– N/A 26.14 Quality Assurance/Quality Control 26.15 Supervision 16.B.2.e Packet Pg. 786 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) 27 SURVEY The CONSULTANT shall perform survey tasks in accordance with applicable statutes, manuals, guidelines, standards, handbooks, procedures, and current design memoranda. The CONSULTANT shall submit survey notes and computations to document the surveys. All field survey work shall be recorded in approved media and submitted to the COUNTY. Field books submitted to the COUNTY must be of an approved type. The field books shall be certified by the surveyor in responsible charge of work being performed before the final product is submitted. The survey notes shall include documentation of decisions reached from meetings, telephone conversations or site visits. All like work (such as bench lines, reference points, etc.) shall be recorded contiguously. The COUNTY may not accept field survey radial locations of section corners, platted subdivision lot and block corners, alignment control points, alignment control reference points and certified section corner references. The COUNTY may instead require that these points be surveyed by true line, traverse or parallel offset or Global Positioning Systems (GPS) procedures. 27.1 Horizontal Project Control (HPC) Establish or recover HPC, for the purpose of establishing horizontal control on the Florida State Plane Coordinate System or datum approved by the COUNTY Project Manager; may include primary or secondary control points. Includes analysis and processing of all field collected data, and preparation of forms. 27.2 Vertical Project Control (VPC) Establish or recover VPC, for the purpose of establishing vertical control on datum approved by the COUNTY Project Manager; may include primary or secondary vertical control points. Includes analysis and processing of all field collected data, and preparation of forms. 27.3 Alignment and/or Existing Right of Way (R/W) Lines Establish, recover, or re-establish project alignment. Also includes analysis and processing of all field collected data, existing maps, and/or reports for identifying mainline, ramp, offset, or secondary alignments. Depict alignment and/or existing R/W lines (in required format) per COUNTY R/W Maps, platted or dedicated rights of way. 27.4 Aerial Targets Place, locate, and maintain required aerial targets and/or photo identifiable points. Includes analysis and processing of all field collected data, existing maps, and/or reports. Placement of the targets will be at the discretion of the aerial firm. 27.5 Reference Points Reference Horizontal Project Control (HPC) points, project alignment, vertical control points, section, ¼ section, center of section corners and General Land Office (G.L.O.) corners as required. 27.6 Topography/Digital Terrain Model (DTM) (3D) Locate all above ground features and improvements for the limits of the project by collecting the required data for the purpose of creating a DTM with sufficient density. Shoot all break lines, high and low points. Effort includes field edits, analysis and processing of all field collected data, existing maps, and/or reports. 27.7 Planimetric (2D) Locate all above ground features and improvements. Deliver in appropriate electronic format. Effort includes field edits, analysis and processing of all field collected data, existing maps, and/or reports. 27.8 Roadway Cross Sections/Profiles Perform cross sections or profiles. May include analysis and processing of all field-collected data for comparison with DTM. 27.9 Side Street Surveys Refer to tasks of this document as applicable. 27.10 Underground Utilities The CONSULTANT’s approach to practicing SUE shall be consistent with the American Society of Civil Engineers (ASCE) Standard (CI/ASCE 38-02) entitled “Standard Guideline for the Collection and Depiction of Existing Subsurface Utility Data”. Designation includes 2-dimensional collection of existing utilities and selected 3-dimensional verification as needed for designation. Designation shall include electronic depths. Location includes non-destructive excavation to determine size, type, and location of existing utility, as necessary for final 3-dimensional verification. Survey includes collection of data on points as needed for designates and locates. Includes analysis and processing of all field collected data, and delivery of all 16.B.2.e Packet Pg. 787 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) appropriate electronic files. The Consultant shall SUE eight foot “X” shaped trenches at new underground infrastructure or earthwork excavation (i.e., drilled shafts, sheet piles, strain poles, mast arms, miscellaneous foundations, drainage structures, pipe culverts, new ditches, etc.) in areas that work will be performed. CONSULTANT shall provide electronic depths with the designates. This scope of services is limited to up to two (2) “X” shaped trenches for the proposed signal infrastructure at the intersection of 16th Street and Randall Boulevard. Proposed SUE locations must be approved by the COUNTY prior to authorization of this task. A Professional Land Surveyor, registered in the State of Florida, shall sign and seal the data provided and included in the Verified Utility Locate Plan Sheets. All information shall be provided in the format requested by the COUNTY. 27.11 Outfall Survey Locate above ground features and improvements for the limits of the project by collecting the required data for the purpose of a DTM. Survey with sufficient density of shots. Shoot all break lines, high and low points. Includes field edits, analysis and processing of all field collected data, existing maps, and/or reports. 27.12 Drainage Survey Locate underground data (XYZ, pipe size, type, condition, and flow line) that relates to above ground data. Includes field edits, analysis and processing of all field collected data, existing maps, and/or reports. 27.13 Bridge Survey (Minor/Major) – N/A 27.14 Channel Survey Locate topographic features and improvements for the limits of the project (500 feet east and west of 16th Street NE within the channel) by collecting the required data. Includes field edits, analysis and processing of all field collected data, maps, and/or reports. 27.15 Pond Site Survey – N/A Refer to tasks of this document as applicable. 27.16 Mitigation Survey Refer to tasks of this document as applicable. 27.17 Jurisdiction Line Survey Perform field location (2-dimensional) of jurisdiction limits as defined by respective authorities, also includes field edits, analysis and processing of all field collected data, preparation of reports. 27.18 Geotechnical Support 27.19 Sectional/Grant Survey Perform field location/placement of section corners, 1/4 section corners, and fractional corners where pertinent. Includes analysis and processing of all field-collected data and/or reports. 27.20 Subdivision Location Survey all existing recorded subdivision/condominium boundaries, tracts, units, phases, blocks, street R/W lines, common areas. Includes analysis and processing of all field collected data and/or reports. If unrecorded subdivision is on file in the public records of the subject COUNTY, tie existing monumentation of the beginning and end of unrecorded subdivision. 27.21 Maintained R/W Perform field location (2-dimensional) of maintained R/W limits as defined by respective authorities, if needed. Also includes field edits, analysis and processing of all field collected data, preparation of reports. 27.22 Boundary Survey – N/A Perform boundary survey as defined by COUNTY standards. Includes analysis and processing of all field-collected data, preparation of reports. 27.23 Water Boundary Survey 27.24 Right of Way Staking, Parcel / Right of Way Line 27.25 Right of Way Monumentation 27.26 Line Cutting Perform all efforts required to clear vegetation from the line of sight. 27.27 Work Zone Safety Provide work zone as required by COUNTY standards. 16.B.2.e Packet Pg. 788 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) 27.28 Vegetation Survey 27.29 Tree Survey 27.30 Miscellaneous Surveys Refer to tasks of this document, as applicable, to perform surveys not described herein. The percent for Supplemental will be determined at negotiations. This item can only be used if authorized in writing by the COUNTY Project Manager. 27.31 Supplemental Surveys Supplemental survey days and hours are to be approved in advance by COUNTY Project Manager. Refer to tasks of this document, as applicable, to perform surveys not described herein. 27.32 Document Research Perform research of documentation to support field and office efforts involving surveying and mapping. 27.33 Field Review Perform verification of the field conditions as related to the collected survey data. 27.34 Technical Meetings Attend meetings as required and negotiated by the Surveying and Mapping COUNTY. 27.35 Quality Assurance/Quality Control (QA/QC) Establish and implement a QA/QC plan. Also includes SUBCONSULTANT review, response to comments and any resolution meetings if required, preparation of submittals for review, etc. 27.36 Supervision Perform all activities required to supervise and coordinate project. These activities must be performed by the project supervisor, a Florida P.S.M. or their delegate as approved by the COUNTY Project Manager. 27.37 Coordination Coordinate survey activities with other disciplines. These activities must be performed by the project supervisor, a Florida P.S.M. or their delegate as approved by the COUNTY Project Manager. 28 PHOTOGRAMMETRY (N/A) The CONSULTANT shall perform photogrammetric tasks in accordance with all applicable statues, manuals, guidelines, standards, handbooks, procedures, and current design memoranda. In addition to the maps and photographic products, the CONSULTANT shall submit all computations to document the mapping. This will include documentation of all decisions reached from meetings, telephone conversations, and site visits. 28.1 Flight Preparation Review record data, create target diagrams, and plan the mission. 28.2 Control Point Coordination Determine photo identifiable control points, and mark contact prints. 28.3 Mobilization Perform pre- and post-flight aircraft inspection; prepare the aircraft and camera for the mission. 28.4 Flight Operations Operate the aircraft, aerial camera, and other instruments to obtain aerial photography. 28.5 Film Processing Process, check, and annotate the aerial film. 28.6 Photo Products Prepare contact prints, contact diapositives, and photo enlargements. 28.7 Scanning Scan photographic images. 28.8 LiDAR Includes data acquisition, post processing of LiDAR data to XYZ coordinates for "bare earth" classification. 28.9 Aerial Triangulation 16.B.2.e Packet Pg. 789 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) Measure and adjust control within aerial images. 28.10 Surfaces Includes collection of break lines and spot elevations. 28.11 Ortho Generation Includes creation of final images. 28.12 Rectified Digital Imagery (Georeferenced) Create the rectified digital image. 28.13 Mosaicking Create the mosaic. 28.14 Sheet Clipping Create plot files for sheets from the database. 28.15 Topographics (3D) Prepare topographic maps including surface and planimetric. (Photogrammetrist will not propose hours for Surfaces and Topographics.) 28.16 Planimetrics (2D) Prepare 2D planimetric map. 28.17 Drainage Basin Includes preparing drainage basin maps in clipped "sheet" format. 28.18 CADD Edit Perform final edit of graphics for delivery of required MicroStation design files(. dgn), CADD, and Geopak files. 28.19 Data Merging Merge photogrammetric files, field survey files, and data from other sources. 28.20 Miscellaneous Other tasks not specifically addressed in this document. 28.21 Field Review Perform on site review of maps. 28.22 Technical Meetings Attend meetings as required. 28.23 Quality Assurance/Quality Control Establish and implement a QA/QC plan. 28.24 Supervision Supervise all photogrammetric activities. This task must be performed by the project supervisor, a Florida P.S.M. 28.25 Coordination Coordinate with all elements of the project to produce a final photogrammetric product. 29 MAPPING The CONSULTANT will be responsible for the preparation of control survey maps, right of way maps, maintenance maps, sketches, other miscellaneous survey maps, and legal descriptions as required for this project in accordance with all applicable COUNTY Manuals, Procedures, Handbooks, District specific requirements, and Florida Statutes. All maps, surveys and legal descriptions will be prepared under the direction of a Florida Professional Surveyor and Mapper (PSM) to COUNTY size and format requirements utilizing COUNTY approved software and will be designed to provide a high degree of uniformity and maximum readability. The CONSULTANT will submit maps, legal descriptions, quality assurance check prints, checklists, electronic media files and any other documents as required for this project to the COUNTY for review at stages of completion as negotiated. This scope of services assumes that right-way-acquisitions may only occur to construct the roadway and signal improvements at the intersection of 16th Street and Randall Boulevard. Master CADD File 16.B.2.e Packet Pg. 790 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) 29.1 Alignment 29.2 Section and 1/4 Section Lines 29.3 Subdivisions / Property Lines 29.4 Existing Right of Way 29.5 Topography 29.6 Parent Tract Properties and Existing Easements 29.7 Proposed Right of Way Requirements The ENGINEER OF RECORD (EOR) will provide the proposed requirements. The PSM is responsible for calculating the final geometry. Notification of Final Right of Way Requirements along with the purpose and duration of all easements will be specified in writing. 29.8 Limits of Construction The limits of construction DGN file as provided by the EOR will be imported or referenced to the master CADD file. Additional labeling will be added as required. The PSM is required to advise the EOR of any noted discrepancies between the limits of construction line and the existing/proposed right of way lines, and for making adjustments as needed when a resolution is determined. 29.9 Jurisdictional/Agency Lines These lines may include, but are not limited to, jurisdictional, wetland, water boundaries, and COUNTY limit lines. Sheet Files 29.10 Control Survey Cover Sheet 29.11 Control Survey Key Sheet 29.12 Control Survey Detail Sheet 29.13 Right of Way Map Cover Sheet– 29.14 Right of Way Map Key Sheet 29.15 Right of Way Map Detail Sheet 29.16 Maintenance Map Cover Sheet 29.17 Maintenance Map Key Sheet 29.18 Maintenance Map Detail Sheet 29.19 Reference Point Sheet This sheet(s) will be included with the Control Survey Map, Right of Way Map and Maintenance Map. 29.20 Project Control Sheet This sheet depicts the baseline, the benchmarks, the primary and secondary control points, and their reference points including the type of material used for each point, their XYZ coordinates, scale factors and convergence angles. This sheet(s) may be included with the Control Survey Map, Right of Way Map and Maintenance Map. 29.21 Table of Ownerships Sheet Miscellaneous Surveys and Sketches 29.22 Parcel Sketches 29.23 TIITF Sketches 29.24 Other Specific Purpose Survey(s) 29.25 Boundary Survey(s) Map 29.26 Right of Way Monumentation Map 29.27 Title Search Map 29.28 Title Search Report 29.29 Legal Descriptions 29.30 Final Map/Plans Comparison The PSM will perform a comparison of the final right of way maps with the available construction plans to review the correctness of the type of parcel to be acquired and the stations/offsets to the required right of way. The PSM will coordinate 16.B.2.e Packet Pg. 791 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) with the EOR to resolve any conflicts or discrepancies and provide documentation of the review. 29.31 Field Reviews 29.32 Technical Meetings 29.33 Quality Assurance/Quality Control 29.34 Supervision 29.35 Coordination 29.36 Supplemental Mapping– N/A 30 TERRESTRIAL MOBILE LiDAR -N/A. The CONSULTANT shall perform Terrestrial Mobile LiDAR tasks in accordance with all applicable statutes, manuals, guidelines, standards, handbooks, procedures, and current design memoranda. In addition to the maps and LiDAR products, the CONSULTANT shall submit all computations and reports to support the mapping. This will include documentation of all decisions reached from meetings, telephone conversations, and site visits. 30.1 Terrestrial Mobile LiDAR Mission Planning Research and prepare materials necessary for the successful execution of the Mobile LiDAR Mission. This includes but is not limited to route and safety planning, GPS /data acquisition scheduling, weather reports, and site terrain research. 30.2 Project Control Point Coordination All efforts necessary to coordinate the proper placement of project ground control i.e., base stations, transformation control points, and validation points, supporting the Mobile LiDAR survey. 30.3 Terrestrial Mobile LiDAR Mobilization Prepare the LiDAR sensor and vehicle for project data collection and get specialized personnel and equipment on site. 30.4 Terrestrial Mobile LiDAR Mission Perform site calibrations of LiDAR sensor and collect laser survey data, including any simultaneous base station GPS occupations and operation of any necessary safety equipment. 30.5 Terrestrial Mobile LiDAR Processing Download and post process collected measurement data from Mobile LiDAR vehicle sensors, and any base stations occupied during mission. Analyze Mobile LiDAR measurement points and scan route overlaps. Separate any large point cloud data sets into manageable file sizes with corresponding indexes. 30.6 Terrestrial Mobile Photography Processing Process, reference, and name digital photographic imagery files collected during Mobile LiDAR mission. 30.7 Transformation / Adjustment Adjust LiDAR point cloud data to Project Control points. Create point cloud data file(s) in approved digital format. Prepare required reports of precision and accuracy achieved. If this task is performed by separate firm, or is the final product to be delivered, include effort for Survey Report. 30.8 Classification / Editing Identify and attribute (classify) point cloud data into requested groups. Classify or remove erroneous points. 30.9 Specific Surface Reporting Prepare reports, data and/or graphics of specific surface details such as, but not limited to pavement rutting, bridge structure clearance to roadway surface. 30.10 Topographic (3D) Mapping Produce three dimensional (3D) topographic survey map(s) from collected Mobile LiDAR data. This includes final preparation of Construction Information Management (CIM) deliverable, if applicable. 30.11 Topographic (2D) Planimetric Mapping Produce two dimensional (2D) planimetric map(s) from collected Mobile LiDAR data. 30.12 CADD Edits Perform final edit of graphics for delivery of required CADD files. This includes final presentation of CIM deliverable, if applicable. 16.B.2.e Packet Pg. 792 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) 30.13 Data Merging Merge Mobile LiDAR survey and mapping files, with other field survey files, and data from other sources. 30.14 Miscellaneous Other tasks not specifically addressed in this document. 30.15 Field Reviews Perform on site review of maps. 30.16 Technical Meetings Attend meetings as required. 30.17 Quality Assurance/ Quality Control Establish and implement a QA/QC plan. 30.18 Supervision Supervise all Terrestrial Mobile LiDAR activities. This task must be performed by the project supervisor, a Florida P.S.M. 30.19 Coordination Coordinate with all elements of the project to produce a final product. 31 ARCHITECTURE DEVELOPMENT – N/A 32 NOISE BARRIERS IMPACT DESIGN ASSESSMENT- N/A 33 INTELLIGENT TRANSPORTATION SYSTEMS ANALYSIS The CONSULTANT shall analyze and document Intelligent Transportations System (ITS) Analysis Tasks in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, existing ITS standard operating procedures, strategic plans, Florida’s SEMP guidelines, National and regional ITS architectures, and current design memoranda. ITS work includes the application of sensor, computer, electronics and communication technologies and management strategies, in an integrated manner, to improve the safety and efficiency of the surface transportation system. ITS includes, but is not limited to, Advanced Traffic Management Systems (ATMS), Advanced Traveler Information Systems (ATIS), Advanced Rural Transportation Systems (ARTS), Advanced Public Transportation Systems (APTS), Advanced Highway Systems (AHS), Commercial Vehicle Operation (CVO) and Electronic Toll Collection (ETC) Systems. In instances where the CONSULTANT performs analysis or prepares the design packages for the deployment of ITS, the CONSULTANT will not be allowed to compete as a proposing firm or participate as a subconsultant to a proposing firm during subsequent advertisements involving work performed under this contract. 33.1 ITS Analysis The CONSULTANT shall review the approved preliminary engineering report, typical section package, traffic technical memorandum and proposed geometric design alignment to identify impacts to existing ITS components (if applicable) and proposed ITS field device placements. The CONSULTANT shall review all related District ITS plans and documentation for the project corridor to ensure all cited ITS elements are included in this project, and develop a Concept of Operations (ConOps), Project Systems Engineering Management Plan (PSEMP), RTVM, and other documents as necessary for conformance with Federal Highway Administration (FHWA) requirements. The CONSULTANT shall use applicable COUNTY and FDOT requirements and guidelines, including, but not limited to, the FDM, Standard Plans, and Standard Specifications for Road and Bridge Construction in the design of ITS. The CONSULTANT design is expected to include the following attributes, facilities, infrastructure, ITS devices, systems, and associated work: [Insert project specifics (e.g. TMC facilities; communication system design; SunGuide software system installation or expansion; deployment of ITS device such as DMS, CCTV cameras, vehicle detection systems, etc.)] CCTV camera system shall provide 100 percent coverage of all mainline lanes, entrance and exit ramps, interchanges (includes view of crossing arterials), blind spots (such as those caused due to existing and proposed bridges, existing and proposed signage, vegetation, and horizontal and vertical curvatures). Cameras shall be spaced to meet the Project requirements, guidance from the ConOps, and as approved by the COUNTY. 16.B.2.e Packet Pg. 793 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) Vehicle detection devices shall be spaced as required to meet the Project requirements (speed, volume, and occupancy detection), guidance from the ConOps and as approved by the COUNTY. Both expressway and arterial dynamic message signs (DMS) shall be located to meet the Project requirements, guidance from the ConOps, and as approved by the COUNTY. All FDOT FDM requirements shall be met for DMS locations. DMS locations shall be designed in conjunction with the Project’s master signing design. The CONSULTANT shall review the existing TMC Operations and develop additional incident management service requirements as necessary to support during the Construction Phase of the Project. The CONSULTANT shall coordinate with COUNTY and the District’s Traffic Operations ITS Office for additional information regarding existing Incident Management and TMC Operational Procedures (If desired by the COUNTY or District). All ITS devices shall be compatible with the latest version of the National Transportation Communications for ITS Protocol (NTCIP) and compatible with SunGuide software platform. The CONSULTANT shall design the project such that all ITS field devices and ancillary components comply with FDOT’s Approved Product List (APL) and are supported within the SunGuide software or other software approved by the COUNTY. Closed Circuit Television (CCTV) Camera Assembly The CONSULTANT shall be responsible for the design and exact field locations for the camera assemblies. The camera subsystem shall provide overlapping coverage to overcome visual blockage. Camera assemblies may include a camera lowering device (CLD). The camera subsystem shall be designed to provide additional benefits such as the monitoring of DMS operations and security surveillance of critical infrastructure elements. A stand-alone DMS confirmation camera shall be designed and installed to support TMC operations to verify and confirm the posted DMS messages (if desired by the COUNTY). The position, height, and design of each camera pole shall be finalized during the design phase of the project. Each site shall be designed for overall monitoring capability, as well as designed to provide safe and effective maintenance conditions. The camera assembly deployment shall be designed to provide fields of view that give the required corridor coverage. The CONSULTANT shall determine the camera location by performing a videography study at each proposed camera site. The study shall include video at the proposed camera location and elevation with respect to the roadway elevation. The CONSULTANT shall identify the final number and locations of the camera assemblies based on the videography study. The camera system design shall ensure that the video quality is not degraded due to wind or vibration. The CONSULTANT shall be responsible for the design of the poles and foundations to minimize the potential for vibration. The CONSULTANT shall prepare cross section plan sheets showing details of horizontal and vertical clearances of the proposed equipment with identified utilities. The CONSULTANT shall be responsible for the design of the grounding and lightning protection system based on FDOT criteria. The CCTV camera assembly shall comply with the latest version of FDOT Standard Specifications for Road and Bridge Construction, Supplemental Specification 682. Vehicle Detection Subsystem The CONSULTANT shall select vehicle detection technology to meet the Project needs, ConOps requirements, and as approved by the COUNTY. The CONSULTANT shall be responsible for the design of a non-intrusive vehicle detection subsystem for the roadway facilities. The detectors shall be positioned near other ITS field device infrastructure including the fiber-optic splice vaults when feasible to reduce cost. Final detection station locations shall be based on a number of location variables identified during the design phase. The vehicle detection subsystem shall collect and process volume, speed and occupancy data on a lane-by-lane basis for the corridor mainlines, in both directions of travel. The data will be used by the TMC for functions including detecting incidents, determining travel times, estimating traffic conditions for dissemination to travelers, sharing information with other agencies, and data archiving for transportation planning and historical data analysis. The vehicle detection subsystem shall allow for connectivity to the TMC. Vehicle detectors must meet the Project requirements under all environmental and traffic conditions expected for the corridors. The detection system shall produce accurate volume, speed and occupancy data for all corridor traffic operation conditions. The CONSULTANT design must limit the likelihood of occlusions, other blocking of vehicles and adjacent lanes detection that degrade the detection system performance below specified accuracy. Design the system so that signs, walls, guardrails, and other physical elements do not degrade detection performance. 16.B.2.e Packet Pg. 794 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) The system shall allow remote configuration, calibration, monitoring, and diagnostic of real-time traffic activities from a remote location, such as the TMC, using the FDOT SunGuide central software and software provided by the detection system vendor. The CONSULTANT shall determine the exact location of the field devices to meet the desired coverage and functional requirements of vehicle detectors. The detector and associated cabinet locations shall be identified by the CONSULTANT. The CONSULTANT will coordinate and perform a detailed site survey with a factory trained and certified representative of the detection system manufacturer being proposed in their design. The site survey must confirm that the design does not exceed the operational capabilities of the proposed detection technology or device. The CONSULTANT shall be responsible for the design of a vehicle detection system that allows travel times to be automatically calculated for roadway facilities. The travel time system may utilize a variety of vehicle detection systems, including loop, video, microwave, wireless magnetometer, and Automatic Vehicle Identification (AVI) systems. The system shall utilize the project communications backbone in order to collect and distribute travel time data to the TMCs. When utilizing transponders, they will be read by AVI reader equipment placed at checkpoints along the roadway. As a transponder passes a checkpoint, its data shall be acquired by the AVI system. The AVI system shall automatically add the time, date, transponder reading antenna number, and the antenna location to the transponder identification code and store the data. Systems that rely upon transponders shall utilize supplemental toll tag readers placed at appropriate existing device locations as applicable, as well as interchanges and at intermediate locations throughout the project as required to provide the required coverage to satisfy travel time measurement requirements. Using the designed communications, the transponder information shall be forwarded to the TMC for further processing. The CONSULTANT shall coordinate all design efforts for use of SunPass AVI transponders with the Florida’s Turnpike Enterprise (FTE) Tolls group. The vehicle detection system utilized shall comply with the latest version of FDOT Standard Specifications for Road and Bridge Construction, Specification 660. Dynamic Message Sign Subsystem – As needed. The CONSULTANT shall be responsible for the design of the DMS subsystem for the roadway facilities. The position of each DMS shall be finalized during the design phase of the project. The CONSULTANT shall select DMS technology, type, and display to meet the Project requirements and ConOps requirements. The CONSULTANT shall locate the DMS to satisfy the required sign functionality and to provide the required visibility of the signs. The project communications system shall enable full control of the DMS from the TMC facilities. All DMS hardware, software and related infrastructure components shall be fully compatible with SunGuide software. All DMS shall include a dedicated confirmation camera that allows for visual verification of the messages posted on the DMS by a TMC Operator (if desired by the COUNTY). The CONSULTANT shall design support structures to accommodate the specified DMS to meet the design functional, operational, and maintenance requirements. The DMS shall be designed in accordance with the latest version of FDOT Standard Specifications for Road and Bridge Construction, Supplemental Specification 700. All Highway Signing, including Dynamic Message Signs, shall comply with the latest version of FDOT Standard Specifications for Road and Bridge Construction, Specification 700. Roadway Weather Information Systems (RWIS) -As needed. The CONSULTANT shall develop Technical Special Provisions or Modified Special Provisions for RWIS based upon the unique needs of the project. The CONSULTANT shall ensure that, each RWIS site consists of a remote processing unit (RPU), communication hardware, and determine the site-specific components as required from below: Fog/Smoke Detection Sensor; Classifying Precipitation; Precipitation Occurrence Sensor; Air Temperature/Relative Humidity Sensor; Wind Speed and Direction Sensor; RWIS Tower/Pole Structure, foundation, base, and cabinet with electrical service, and lightning protection & grounding assembly; and, Communication hardware. 16.B.2.e Packet Pg. 795 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) The RWIS subsystem shall include all hardware, software, and licenses to operate, including SQL database for the TMC and RWIS Central Hardware for TMC. 33.2 Communications The CONSULTANT shall be responsible for the development of a communications plan to determine the optimal communications medium for the project corridor. The plan shall be developed prior to submittal of Phase I plans. The plan shall identify communications media alternatives and provide a cost estimate that includes initial, operations and maintenance cost for the life cycle of the communications network. The plan shall ensure that video, voice, and data will be communicated in real-time between center-to-field and center-to-center (C2C) nodes as applicable. The communications system design must utilize non-proprietary, open-architecture, standards-based, robust, scalable, and proven technology. The communication plan analysis shall address communication and connections between field devices, communications and connections between field devices and the TMC, center-to-center communications between TMCs, and any other communication links or connections required to meet project goals. The plan must include bandwidth analysis and recommendations, needs assessment, and provide recommendations regarding minimum requirements, media, network devices, protocols, network topology, communication redundancy, future needs, spare capacity, and any communications or data sharing with other agencies. After approval of the plan, the CONSULTANT shall submit a revised plan including a detailed design analysis for each submittal. The CONSULTANT’s communications design shall include multiple redundant paths for each location, which allows for automatic switching of communications path onto a secondary path, if the primary path is impacted (if desired by the COUNTY). The communications system components shall be in accordance with Sections 630, 633, and 635 of the latest FDOT Standard Specifications for Road and Bridge Construction (online edition). 33.3 Grounding and Lightning Protection The CONSULTANT shall be responsible for a complete and reliable grounding and lightning protection design to provide personnel and equipment protection against faults, surge currents and lightning transients. The grounding and lightning protection system shall be designed in accordance with the latest version of the FDOT Standard Specifications for Road and Bridge Construction, Specification 620. 33.4 Power Subsystem The CONSULTANT shall be responsible for an electrical design in accordance with all NEC requirements. No solar power should be utilized as a power solution for the Project unless otherwise approved by the COUNTY. To enhance power reliability, the CONSULTANT shall design a power distribution and backup system consisting of, at a minimum, underground power conduits and conductors, transformers, generators, automatic transfer switches, UPS, and all associated equipment. The power backup system shall supply electrical power in event of commercial power supply failure for all system components. Power equipment shall be installed in areas to avoid wet locations. All connections and equipment shall be protected from moisture and water intrusion. The CONSULTANT shall ensure that vandal resistant mechanisms for all electrical infrastructure shall be included as part of the Design. The CONSULTANT shall submit the power system design and voltage drop calculations for the power distribution system as part of phase II, III, and IV design submittals. The CONSULTANT shall conduct a short circuit and protection coordination study for the designed power system and document the study as part of the power system design report. 33.5 Voltage Drop Calculations The electrical design shall address allowable voltage drops per the NEC. The CONSULTANT shall submit voltage drop calculations for any electrical circuit providing power to the ITS field devices beyond the electric utility service point. The calculations shall document the length of each circuit, its load, the size conductor or conductors used and their ohm resistance values and the required voltages from the service point to the respective ITS devices to maintain voltage drops with allowable limits. The voltage drop incurred on each circuit (total volts and percentage of drop) shall be calculated, and all work necessary to calculate the voltage drop values for each circuit should be presented in such a manner as to be duplicated by the District. Load analysis calculations shall be submitted. All voltage drop calculations shall allow for future expansion of ITS infrastructure, if identified in the Project ConOps. 33.6 Design Documentation The CONSULTANT shall submit a Design Documentation Book with each plan submittal under separate cover and not part of the roadway documentation book. At a minimum, the design documentation book shall include: Computation books for all applicable items on plans. 16.B.2.e Packet Pg. 796 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) Phase submittal checklist. Three-way quantity check list Structural calculations for all structures Voltage drop calculations. Load analysis calculations. 33.7 Existing ITS The CONSULTANT shall research any required legacy system or system components that may be impacted by new work, such as: existing communications; existing types, numbers, locations, models, manufacturers, and age of ITS devices; as- built plans; existing operating software; existing center-to-field devices; and C2C communications and capabilities. 33.8 Queue Analysis The CONSULTANT shall perform a queue analysis at high volume interchanges and high frequency conflict / crash locations to determine optimal placement of DMS using project forecasted traffic volumes. This analysis shall be performed prior to submittal of the Phase I plans. The CONSULTANT shall perform other traffic engineering analysis as necessary to ensure that the DMS locations are selected based on optimum message delivery to the motorists. 33.9 Reference and Master ITS Design File The CONSULTANT shall prepare the ITS design file to include all necessary design elements and the reference files for topo, R/W roadway, utilities files, etc. This effort includes the design and layout of proposed ITS devices, including but not limited to: CCTV / Detection poles, DMS, detection devices, advanced traffic controllers, conduit, cabinet-related pull boxes, service points, fiber optic sizing, and communications hubs. All existing ITS infrastructure shall be referenced to the new ITS plan sheets (if applicable). 33.10 Reference and Master Communications Design File The CONSULTANT shall prepare the communication design file to include all necessary design elements and all associated reference files as well as reference files of topo, R/W, roadway, utilities files, existing ITS communications infrastructure, etc. This effort includes design and layout of proposed communications conduit, cabinet, pull boxes, splice boxes, standard route markers, communications plan overview, fiber optic splicing, connections, communications hubs, etc. 33.11 Pole Elevation Analysis The CONSULTANT shall evaluate pole elevation requirements and design pole heights to meet the Project requirements including field of view; elimination of occlusion; site access for maintenance vehicles and personnel; access to pole mounted equipment, such as CCTV cameras, traffic detectors, and cabinets; and probability of lightning strike. 33.12 Sign Panel Design Analysis The CONSULTANT shall design all ITS signing in conjunction with the Roadway Master Signing. This includes any static sign panel that includes changeable message elements. Arterial full size DMS shall not be co-located with other static signs. 33.13 Quantities The CONSULTANT shall include all work required to determine the quantities for all items, including ITS structures and devices, interconnect, and infrastructure (such as conduits, pull boxes, splice boxes, fusion splices, splice enclosures, etc.). This work effort shall include generating accurate quantities for computing the engineer’s estimate as required by the COUNTY. Use digital submittal of plans as required by the COUNTY. 33.14 Cost Estimate The CONSULTANT shall prepare an engineer’s cost estimate for the project using historical data from the FDOT or from other Industry sources. The CONSULTANT shall also load the pay items and quantities into AASHTOWare Project Preconstruction for generating the Summary of Pay Items and the FDOT’s in-house estimates. 33.15 Technical Special Provisions and Modified Special Provisions 16.B.2.e Packet Pg. 797 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) The CONSULTANT shall develop Technical Special Provisions (TSP) and Modified Special Provisions (MSP) for the specific items or conditions of the project that are not addressed in the FDOT’s Standard Specifications, Supplemental Specifications and Special Provisions. 33.16 Other ITS Analyses – N/A 33.17 Field Reviews The CONSULTANT shall conduct a field review for the required phase submittals. The review shall identify necessary data for all elements of the project including, but not limited to, the following: Existing ITS Field Devices as compared with the latest FDOT standards and COUNTY requirements Device Make, Model, Capabilities, Condition / Age, Existence of SunGuide Software Driver Condition of Structure(s), cabinets, and other above-ground infrastructure and devices Type of Detection as Compared with Current COUNTY Standards Underground Infrastructure Proximity of other utilities Traffic Operations Any other field reconnaissance as necessary to develop a complete ITS design package 33.18 Technical Meetings The CONSULTANT shall attend meetings as necessary support the project. 33.19 Quality Assurance / Quality Control The CONSULTANT shall be responsible for the professional quality, technical accuracy and coordination of designs, drawings, specifications, and other services and work furnished by the CONSULTANT under this contract. The CONSULTANT shall provide a Quality Control Plan that describes the procedures to be utilized to verify, independently check, and review all design drawings, specifications, and other documentation prepared as a part of the contract. The CONSULTANT shall describe how the checking and review processes are to be documented to verify that the required procedures were followed. The Quality Control Plan may be one utilized by the CONSULTANT as part of their normal operation or may be one specifically designed for this project. The CONSULTANT shall utilize the District’s quality control checklist. The responsible Professional Engineer that performed the Quality Control review shall sign a statement certifying that the review was conducted. The CONSULTANT shall, without additional compensation, correct all errors or deficiencies in their works. 33.20 Supervision The CONSULTANT shall provide all efforts required to supervise all technical design activities. 33.21 Coordination The CONSULTANT shall coordinate with Survey, Geotech, Drainage, Structures, Lighting, Roadway Design, Utilities, municipalities, maintaining agencies and Traffic Operations to produce a final set of construction contract documents and to ensure that a high degree of accuracy for the design plans is achieved. 34 INTELLIGENT TRANSPORTATION SYSTEMS PLANS The CONSULTANT shall prepare a set of ITS Plans in accordance with the FDOT Design Manual that includes the following: 34.1 Key Sheet The CONSULTANT shall prepare the key sheet in accordance with the latest format depicted in the FDOT Design Manual, MUTCD, Standard Specs, and Standard Plans. 16.B.2.e Packet Pg. 798 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) 34.2 Summary of Pay Items Including Designer Interface Quantity Input The CONSULTANT shall include quantity input into Designer Interface and create the CADD generated sheet. 34.3 Tabulation of Quantities The CONSULTANT shall place pay item numbers, descriptions, quantities and grand totals on the tabulation sheet(s) and provide updating of the tabulation of quantities sheets during the design period. 34.4 General Notes / Pay Item Notes The CONSULTANT shall include all pertinent general notes and pay item notes as deemed fit and as established by the District and the COUNTY. 34.5 Project Layout The CONSULTANT shall prepare plan sheet(s) with an overview of the entire project that include stations and offsets, project limits, intersection locations, devices, device identification using SunGuide nomenclature, and plan sheet coverage. 34.6 Typical and Special Details The CONSULTANT shall prepare typical and / or special details for conditions in the project not addressed by the COUNTY’s Standard Plans for Design, Construction, Maintenance, and Utility Operations on the State Highway System. The CONSULTANT shall prepare special details not addressed by FDOT Standard Plans, including block diagrams, hub cabinets, wiring diagrams, solar power service, and special mounting details. 34.7 Plan Sheet The CONSULTANT shall prepare the ITS plan sheets utilizing the Design file to include all necessary information related to the project design elements and all associated reference files. The plan sheets shall include general and pay item notes and pay items. The plans shall depict the location of pull boxes, splice boxes, conduit runs and device locations with setbacks from the travel way. Devices shall be located by station and offset. 34.8 ITS Communications Plans The CONSULTANT shall prepare plans for the communications network. These plans shall consist of block diagrams, splicing diagrams, port assignments, wiring diagrams, and all other information necessary to convey the design concept to the contractor. These plans shall be included in the ITS plan set and be prepared in a manner consistent with immediately adjacent ITS project installations (planned or installed). The communication system shall be an open-architecture, non-proprietary, real-time, multimedia communications network. The communication system design must be compatible and completely interoperable with the existing systems. [Discuss any needs or allowance for temporary communication connectivity options here]. The CONSULTANT’s design shall include protecting and maintaining the existing ITS infrastructure. For locations where existing ITS infrastructure is impacted, the CONSULTANT’s design shall include mitigation to minimize the downtime of existing system as per the COUNTY’s requirements. The CONSULTANT is responsible for the design of the communication infrastructure and its integration with the COUNTY’s communication system. Additionally, the CONSULTANT shall determine the most cost effective, best performing, communication connectivity option. The communication system must allow command and control as well as data and video transmission between the field devices and the TMCs. Conduit paths shall be selected to provide a continuous duct system on one side of the road unless otherwise requested by the FDOT. The various components of ITS deployment will be located on both sides of the freeway and therefore under pavement bore and lateral conduits will be necessary to access equipment locations. The CONSULTANT shall produce fiber optic cable splicing diagrams to show the connectivity of the fiber optic cable from its termini at field devices to the TMC. The diagrams shall denote new and existing fiber routes, splices, and terminations involved in the work. The diagrams shall identify cables by size, tube color / number and stand colors / numbers. All cables shall be identified either by numbering system identified either by numbering system identified on the plans or by bounding devices. The diagrams shall denote the types of connectors in the patch panels. 34.9 Fiber Optic Splice Diagrams The CONSULTANT shall produce fiber optic cable splicing diagrams to show the connectivity of the fiber optic cable from 16.B.2.e Packet Pg. 799 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) its termini at field devices to the TMC. The diagrams shall denote new and existing fiber routes, splices, and terminations involved in the work. The diagrams shall identify cables by size, tube color / number and stand colors / numbers. All cables shall be identified either by numbering system identified either by numbering system identified on the plans or by bounding devices. The diagrams shall denote the types of connectors in the patch panels. 34.10 Grounding and Lightning Protection Plans The CONSULTANT shall include efforts to design a complete and reliable lightning protection design for each pole and associated devices, ITS device installation, as well as device cabinets and communications hubs, etc. if not already addressed in the FDOT’s Standard Plans for Design, Construction, Maintenance and Utility Operations on the State Highway System. 34.11 Cross Sections The CONSULTANT shall prepare cross sections for ITS devices. 34.12 Guide Sign Work Sheet(s) – As needed. The CONSULTANT shall prepare the guide sign work sheets to include all necessary information related to the design of the static and dynamic message signs in the project corridor. 34.13 Special Service Point Details The CONSULTANT shall design any special service point and electrical distribution system beyond the electric utility company’s service point. The plan shall depict with pay items, general and plan notes the locations of transformers, switches, disconnects, conduits, pull boxes and power conductors. The plans shall identify the location of underground and overhead service points with identifying pole and transformer numbers. 34.14 Strain Pole Schedule – As needed. The CONSULTANT shall incorporate the schedule detail chart for concrete or steel strain poles in the plan set. 34.15 Overhead / Cantilever Sign Structure – As needed. For overhead truss and cantilever mounted devices, the CONSULTANT shall evaluate pertinent data and information to develop the layout for locating and mounting devices to the horizontal element of the structure and coordinate the design of the structures with the roadway and structural engineers. The CONSULTANT shall be responsible for determining the overhead/cantilever structure requirements for proper installation of the DMS, viewing angle and site distance requirement as per Chapter 2e – Guide Signs- Freeways and Expressways in the Manual on Uniform Traffic Control Devices (MUTCD) and Florida COUNTY of Transportation FDOT Design Manual (FDM) and all other applicable manuals and guidelines as per governing regulations. 34.16 Other Overhead Sign Structures (Long Span, Monotube, etc.) – As needed. For other overhead sign structures, the CONSULTANT shall evaluate pertinent data and information to develop layout for locating and mounting device to the horizontal element of the structure and coordinate the design of the structures with the roadway and structural engineers. The CONSULTANT shall be responsible for determining the requirements for other type of structures (long span, monotube, etc.) used as part of the project for proper installation of the DMS, viewing angle and site distance requirement as per Chapter 2e – Guide Signs-Freeways and Expressways in the Manual on Uniform Traffic Control Devices (MUTCD) and Florida COUNTY of Transportation FDOT Design Manual (FDM) and all other applicable manuals and guidelines as per governing regulations. 34.17 Temporary Traffic Control Plans The CONSULTANT shall prepare Temporary Traffic Control Plans (TTCP) to minimize impact to traffic during the construction of ITS field devices and associated communications infrastructure that will be deployed along the project corridor. The TTCP shall strive to maintain and sustain center-to-field device connectivity and operability to the ITS field devices previously deployed along the project corridor. The TTCP effort shall consider and mitigate the impacts of the project’s various construction phases so as to sustain center-to-field devices connectivity and operability, maintaining operational quality as a minimum at the level provided prior to construction start and minimizing down time as much as possible. The 16.B.2.e Packet Pg. 800 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) CONSULTANT shall develop the TTCP sheets for the project, providing temporary communications as necessary, notes, details, and direction applicable to the ITS elements and associated communications for inclusion in the TTCP. The CONSULTANT shall review the existing TMC Operations and develop additional incident management service requirements as necessary to support during the Construction Phase of the Project. The CONSULTANT shall coordinate with District’s Traffic Operations ITS Office for additional information regarding existing Incident Management and TMC Operational Procedures. 34.18 Interim Standards The CONSULTANT shall adhere to all COUNTY’s Interim Standards for ITS applications. 34.19 GIS Data and Asset Management Requirements The CONSULTANT is responsible for providing Geographic Information System (GIS), spatial data, for the ITS components design. This information is required to integrate ITS components to the SunGuide software. A coordinate point compatible with the Florida State Plane System or FDOT’s current coordinate plane system shall be collected for all ITS components part of the Project design. All GIS information provided shall be compatible with the FDOT’s ITS FM asset management software. The information shall be transferred to the as-built plans and submitted to the COUNTY in electronic format along with the as-built plans. The Global Positioning System (GPS) unit shall be provided by the CONSULTANT and used to collect data with a minimum accuracy of three (3) meters when differentially corrected. The CONSULTANT shall collect spatial data points and physical address location for: • DMS location (mainline and arterial) • Vehicle detection pole location • CCTV camera pole location • Ground mounted cabinets • Fiber optic cable path (fiber backbone) • Communications hubs • Standard route markers • Lateral fiber optic cable connections • Lateral power cable connections • Pull boxes (power and fiber) • Splice boxes • Power drops (service point and cable path) 34.20 Quality Assurance / Quality Control The CONSULTANT shall utilize the District’s quality control checklist for traffic design drawings in addition to the QC effort described in section three. 34.21 Supervision The CONSULTANT shall supervise all technical design activities. 35 GEOTECHNICAL 16.B.2.e Packet Pg. 801 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) The CONSULTANT shall, forf each project, be responsible for a complete geotechnical investigation. All work performed by the CONSULTANT shall be in accordance with FDOT standards. Before beginning each phase of investigation and after the Notice to Proceed is given, the CONSULTANT shall submit an investigation plan for approval and meet with the COUNTY’s Project Manager or representative to review the project scope and COUNTY requirements. The investigation plan shall include, but not be limited to, the proposed boring locations and depths, and all existing geotechnical information from available sources to generally describe the surface and subsurface conditions of the project site. Additional meetings may be required to plan any additional field efforts, review plans, resolve plans/report comments, resolve responses to comments, and/or any other meetings necessary to facilitate the project. The CONSULTANT shall notify the COUNTY in adequate time to schedule a representative to attend all related meetings and field activities. A subsoil investigation plan shall be submitted to the COUNTY for approval prior to site investigation. Muck and cap rock conditions are typical to Southwest Florida. Not encountering muck and cap rock is outside the norm in Collier COUNTY. The presence of both must be identified and quantified in the soils report for the project. To do this may require additional hand holes in muck and deeper drill holes to penetrate the cap rock and identify the soil layers below than was originally shown in the investigation plan. The Soils Report shall contain a signed statement by the Geotechnical Engineer that they have walked the project site and verified to the best of their ability that information provided in the report is representative of what the surface conditions and vegetation suggest would exist below. Where cap rock is expected to be encountered in the installation of stormwater pipe and other structures, the pay items "Rock Trench Excavation" and "muck removal" (if encountered) shall be provided. All Geotechnical work shall meet the minimum requirements of the FDOT Soils and Foundations Handbook. 35.1 Document Collection and Review CONSULTANT will review printed literature including topographic maps, COUNTY agricultural maps, aerial photography (including historic photos), ground water resources, geology bulletins, potentiometric maps, pile driving records, historic construction records and other geotechnical related resources. Prior to field reconnaissance, CONSULTANT shall review U.S.G.S., S.C.S. and potentiometric maps, and identify areas with problematic soil and groundwater conditions. For the roadway: The CONSULTANT shall be responsible for coordination of all geotechnical related field work activities. The CONSULTANT shall retain all samples until acceptance of 100% plans. Rock cores shall be retained as directed in writing by the COUNTY Project Manager. The CONSULTANT shall perform specialized field-testing in accordance with the FDOT Soils and Foundation Handbook and as required by project needs which may include but not be limited to:  Roadway auger borings every 100 feet to a depth of 6 feet.  LBR sampling and testing at 3 per mile.  Pavement core sampling and testing at 1 sample per 1,000 feet.  Corrosion series testing at sample per abundant stratum per 500 feet  Buried storm sewer system SPT borings to a depth of 10 feet every 500 feet  SPT borings on all corners of intersection for all new signals and/or mast arm to a depth of 25 feet.  Two corrosion series tests at each intersection location  Four double-ring infiltrometer tests along drainage swales.  Two borehole permeability tests at each wet detention pond location  Piezometer installations at 1 per pond for Seasonal High Groundwater Level (SHGWL) determinations  Exfiltration test per 500 feet of exfiltration trench If required by the COUNTY Project Manager, a preliminary roadway exploration shall be performed before the 30% plans submittal. The preliminary roadway exploration will be performed, and results provided to the Engineer of Record to assist in setting roadway grades and locating potential problem areas. The preliminary roadway exploration shall be performed as directed in writing by the COUNTY Project Manager. CONSULTANT shall perform specialized field-testing as required by project needs and as directed in writing by the COUNTY Project Manager. 16.B.2.e Packet Pg. 802 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) All laboratory testing and classification will be performed in accordance with applicable COUNTY standards, ASTM Standards or AASHTO Standards, unless otherwise specified in the Contract Documents. 35.2 Develop Detailed Boring Location Plan Develop a detailed boring location plan. Meet with COUNTY Geotechnical Project Manager for boring plan approval. If the drilling program expects to encounter artesian conditions, the CONSULTANT shall submit a methodology(s) for plugging the borehole to the COUNTY for approval prior to commencing with the boring program. 35.3 Stake Borings/Utility Clearance Stake borings and obtain utility clearance. 35.4 Muck Probing Probe standing water and surficial muck in a detailed pattern sufficient for determining removal limits to be shown in the Plans. 35.5 Coordinate and Develop TTCP for Field Investigation Coordinate and develop Temporary Traffic Control Plan (TTCP). All work zone traffic control will be performed in accordance with the COUNTY’s Standard Plans Index 102 series. 35.6 Drilling Access Permits Obtain all State, COUNTY, and Water Management District permits for performing geotechnical borings, as needed. 35.7 Property Clearances Notify property tenants in person of drilling and field activities, if applicable. Written notification to property owners/tenants is the responsibility of the CONSULTANT. The CONSULTANT shall be responsible for assembling a list of all property owners where access is required for conducting geotechnical investigations. A standardized letter shall be prepared by the CONSULTANT for review and approval by the COUNTY prior to notifying affected property owners. 35.8 Groundwater Monitoring – N/A Monitor groundwater, using piezometers. 35.9 LBR / Resilient Modulus Sampling Collect appropriate samples for Limerock Bearing Ratio (LBR) or Resilient Modulus testing. 35.10 Coordination of Field Work Coordinate all field work required to provide geotechnical data for the project. 35.11 Soil and Rock Classification - Roadway Refine soil profiles recorded in the field, based on results of laboratory testing. 35.12 Design LBR Determine design LBR values from the 90% and mean methods. 35.13 Laboratory Data Tabulate laboratory test results for inclusion in the geotechnical report, the report of tests sheet (Roadway Soil Survey Sheet), and for any necessary calculations and analyses. 35.14 Seasonal High-Water Table Review the encountered ground water levels and estimate seasonal high ground water levels. Estimate seasonal low ground water levels, if requested. 35.15 Parameters for Water Retention Areas Calculate parameters for water retention areas, exfiltration trenches, and/or swales. 35.16 Delineate Limits of Unsuitable Material Delineate limits of unsuitable material(s) in both horizontal and vertical directions. Assist the Engineer of Record with detailing these limits on the cross-sections. If requested, prepare a plan view of the limits of unsuitable material. 35.17 Electronic Files for Cross-Sections Create electronic files of boring data for cross-sections. 35.18 Embankment Settlement and Stability Estimate the total magnitude and time rate of embankment settlements. Calculate the factor of safety against slope stability 16.B.2.e Packet Pg. 803 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) failure. 35.19 Monitor Existing Structures Coordinate with EOR and structural engineer (when applicable) to identify and develop mitigation strategies for sensitive structures and facilities which require special considerations for settlement, vibration and/or groundwater monitoring by the contractor during construction. When there is risk of damage to the structure or facility, provide recommendations in the geotechnical report addressing project specific needs and coordinate those locations with the EOR. See PPM Volume I Chapter 34 and Chapter 9 of the Soils and Foundations Handbook. 35.20 Stormwater Volume Recovery and/or Background Seepage Analysis Perform stormwater volume recovery analysis as directed by the COUNTY. 35.21 Geotechnical Recommendations Provide geotechnical recommendations regarding the proposed roadway construction project including the following: description of the site/alignment, design recommendations and discussion of any special considerations (i.e., removal of unsuitable material, consolidation of weak soils, estimated settlement time/amount, groundwater control, high groundwater conditions relative to pavement base, etc.) Evaluate and recommend types of geosynthetics and properties for various applications, as required. 35.22 Pavement Condition Survey and Pavement Evaluation Report If a pavement evaluation is performed, submit the report in accordance with Section 3.2 of the Materials Manual: Flexible Pavement Coring and Evaluation. Enter all core information into the Pavement Coring and Reporting (PCR) system. 35.23 Preliminary Roadway Report If a preliminary roadway investigation is performed, submit a preliminary roadway report before the Phase I plans submittal. The purpose of the preliminary roadway report will be to assist in setting road grades and locating potential problems.  Copies of U.S.G.S. and S.C.S. maps with project limits shown.  A report of tests sheet that summarizes the laboratory test results, the soil stratification (i.e., soils grouped into layers of similar materials) and construction recommendations relative to Standard Plans Indices 120-001 and 120-002.  The results of all tasks discussed in all previous sections regarding data interpretation and analysis.  An appendix that contains stratified soil boring profiles, laboratory test data sheets, sample embankment settlement and stability calculations, design LBR calculation/graphs, and other pertinent calculations.  The CONSULTANT will respond in writing to any changes and/or comments from the COUNTY and submit any responses and revised reports. 35.24 Final Report The Final Roadway Report shall include the following:  Copies of U.S.G.S. and S.C.S. maps with project limits shown.  A report of tests sheet that summarizes the laboratory test results, the soil stratification (i.e., soils grouped into layers of similar materials) and construction recommendations relative to Standard Plans Indices 120-001 and 120-002.  The results of all tasks discussed in all previous sections regarding data interpretation and analysis.  An appendix that contains stratified soil boring profiles, laboratory test data sheets, sample embankment settlement and stability calculations, design LBR calculation/graphs, and other pertinent calculations.  The CONSULTANT will respond in writing to any changes and/or comments from the COUNTY and submit any responses and revised reports. 35.25 Auger Boring Drafting Draft auger borings as directed by the COUNTY. 35.26 SPT Boring Drafting Draft SPT borings as directed by the COUNTY. The CONSULTANT shall be responsible for coordination of all geotechnical related fieldwork activities. The CONSULTANT shall retain all samples until acceptance of 100% plans. Rock cores shall be retained as directed in writing by the COUNTY Project Manager. The CONSULTANT shall perform specialized field-testing as required for project and as directed in writing by the COUNTY Project Manager. All laboratory testing and classification will be performed in accordance with applicable FDOT standards, ASTM 16.B.2.e Packet Pg. 804 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) Standards or AASHTO Standards, unless otherwise specified in the Contract Documents. The staff hour tasks for high embankment fills and structural foundations for bridges, box culverts, walls, high-mast lighting, overhead signs, mast arm signals, strain poles, buildings, and other structures include the following: 35.27 Develop Detailed Boring Location Plan Develop a detailed boring location plan. Meet with COUNTY Geotechnical Project Manager for boring plan approval. If the drilling program expects to encounter artesian conditions, the CONSULTANT shall submit a methodology(s) for plugging the borehole to the COUNTY for approval prior to commencing with the boring program. 35.28 Stake Borings/Utility Clearance Stake borings and obtain utility clearance. 35.29 Coordinate and Develop TTCP for Field Investigation Coordinate and develop TTCP plan. All work zone traffic control will be performed in accordance with the COUNTY’s Standard Plans Index 102 series. 35.30 Drilling Access Permits Obtain all State, COUNTY, City, and Water Management District permits for performing geotechnical borings, as needed. 35.31 Property Clearances Notify property tenants in person of drilling and field activities, if applicable. Written notification to property owners/tenants is the responsibility of the COUNTY’s Project Manager. 35.32 Collection of Corrosion Samples Collect corrosion samples for determination of environmental classifications. 35.33 Coordination of Field Work Coordinate all field work required to provide geotechnical data for the project. 35.34 Soil and Rock Classification - Structures Soil profiles recorded in the field should be refined based on the results of laboratory testing. 35.35 Tabulation of Laboratory Data Laboratory test results should be tabulated for inclusion in the geotechnical report and for the necessary calculations and analyses. 35.36 Estimate Design Groundwater Level for Structures Review encountered groundwater levels, estimate seasonal high groundwater levels, and evaluate groundwater levels for structure design. 35.37 Selection of Foundation Alternatives (BDR) Evaluation and selection of foundation alternative, including the following:  GRS-IBS  Spread footings  Prestressed concrete piling - various sizes  Drilled shafts  Foundation analyses shall be performed using approved COUNTY methods. Assist in selection of the most economical, feasible foundation alternative. 35.38 Detailed Analysis of Selected Foundation Alternate(s) 35.39 Bridge Construction and Testing Recommendations Provide construction and testing recommendations including potential constructability problems. 35.40 Lateral Load Analysis (Optional) Perform lateral load analyses as directed by the COUNTY. 35.41 Walls Provide the design soil profile(s), which include the soil model/type of each layer and all soil engineering properties required by the Engineer of Record for conventional wall analyses and recommendations. Review wall design for geotechnical compatibility and constructability. 16.B.2.e Packet Pg. 805 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) Evaluate the external stability of conventional retaining walls and retained earth wall systems. For retained earth wall systems, calculate and provide minimum soil reinforcement lengths versus wall heights, and soil parameters assumed in analysis. Estimate differential and total (long term and short term) settlements. Provide wall construction recommendations. 35.42 Sheet Pile Wall Analysis (Optional): Analyze sheet pile walls as directed by the COUNTY. 35.43 Design Soil Parameters for Signs, Signals, and Geotechnical Recommendations  Provide the design soil profile(s) that include the soil model/type of each layer and all soil properties required by the Engineer of Record for foundation design. Review design for geotechnical compatibility and constructability. 35.44 Box Culvert Analysis:  Provide the design soil profile(s) that include the soil model/type of each layer and all soil properties required by the Engineer of Record for foundation design. Review design for geotechnical compatibility and constructability.  Provide lateral earth pressure coefficients.  Provide box culvert construction and design recommendations.  Estimate differential and total (long term and short term) settlements.  Evaluate wingwall stability. 35.45 Preliminary Report - BDR The preliminary structures report shall contain the following discussions as appropriate for the assigned project:  Copies of U.S.G.S. and S.C.S. maps with project limits shown.  Summary of structure background data, S.C.S., U.S.G.S., geologic and potentiometric data.  The results of all tasks discussed in all previous sections regarding data interpretation and analysis).  Recommendations for foundation installation, or other site preparation soils-related construction considerations with plan sheets as necessary.  Any special provisions required for construction that are not addressed in the COUNTY’s Standard specification.  An Appendix which includes SPT and CPT boring/sounding profiles, data from any specialized field tests, engineering analysis, notes/sample calculations, sheets showing ultimate bearing capacity curves versus elevation for piles and drilled shafts, a complete FHWA check list, pile driving records (if available), and any other pertinent information. 35.46 Final Report - Bridge and Associated Walls The final structures report shall include the following:  Copies of U.S.G.S. and S.C.S. maps with project limits shown.  Summary of structure background data, S.C.S., U.S.G.S., geologic and potentiometric data.  The results of all tasks discussed in all previous sections regarding data interpretation and analysis.  Recommendations for foundation installation, or other site preparation soils-related construction considerations with plan sheets as necessary.  Any special provisions required for construction that are not addressed in the COUNTY’s Standard specification.  An Appendix which includes SPT and CPT boring/sounding profiles, data from any specialized field tests, engineering analysis, notes/sample calculations, sheets showing ultimate bearing capacity curves versus elevation for piles and drilled shafts, a complete FHWA check list, pile driving records (if available), and any other pertinent information. 35.47 Final Reports - Signs, Signals, Box Culvert, Walls, and High Mast Lights The final reports shall include the following:  Copies of U.S.G.S. and S.C.S. maps with project limits shown.  Summary of structure background data, S.C.S., U.S.G.S., geologic and potentiometric data.  The results of all tasks discussed in all previous sections regarding data interpretation and analysis).  Recommendations for foundation installation, or other site preparation soils-related construction considerations with plan sheets as necessary. 16.B.2.e Packet Pg. 806 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd)  Any special provisions required for construction that are not addressed in the COUNTY’s Standard specification.  An Appendix that includes SPT and CPT boring/sounding profiles, data from any specialized field tests, engineering analysis, notes/sample calculations, sheets showing ultimate bearing capacity curves versus elevation for piles and drilled shafts, a complete FHWA checklist, pile driving records (if available), and any other pertinent information. Final reports will incorporate comments from the COUNTY and contain any additional field or laboratory test results, recommended foundation alternatives, design parameters, and special provisions for the contract plans. These reports will be submitted to the COUNTY Project Manager for review prior to project completion. After review by the COUNTY, the reports will be submitted to the COUNTY Project Manager in final form and will include the following:  All original plan sheets (11” x 17”)  One set of all plan and specification documents, in electronic format, according to COUNTY requirements  Two sets of record prints  Six sets of any special provisions  All reference and support documentation used in the preparation of contract plans package Additional final reports (up to four), aside from those stated above, may be needed and requested for the COUNTY’s Project Manager and other disciplines. The final reports, special provisions, as well as record prints, will be signed and sealed by a Professional Engineer licensed in the State of Florida. Draft the detailed boring/sounding standard sheet, including environmental classification, results of laboratory testing, and specialized construction requirements, for inclusion in final plans. 35.48 SPT Boring Drafting Prepare a complete set of drawings to include all SPT borings, auger borings, and other pertinent soils information in the plans. Include these drawings in the Final Geotechnical Report. Draft borings, location map, S.C.S. map, and U.S.D.A. map as directed by the COUNTY. Soil symbols must be consistent with those presented in the latest Florida COUNTY of Transportation Soils and Foundations Handbook. 35.49 Other Geotechnical – Optional Services Other geotechnical efforts specifically required for the project as determined by the COUNTY and included in the geotechnical upset limit. 35.50 Technical Special Provisions and Modified Special Provisions 35.51 Field Reviews Identify and note surface soil and rock conditions, surface water conditions and locations, and preliminary utility conflicts. Observe and note nearby structures and foundation types. 35.52 Technical Meetings 35.53 Quality Assurance/Quality Control 35.54 Supervision 35.55 Coordination 36 3D MODELING – N/A 37 PROJECT REQUIREMENTS 37.1 Liaison Office The COUNTY and the CONSULTANT will designate a Liaison Office and a Project Manager who shall be the representative of their respective organizations for the Project. While it is expected the CONSULTANT shall seek and receive advice from various state, regional, and local agencies, the final direction on all matters of this project remain with the COUNTY Project Manager 37.2 Key Personnel The CONSULTANT’s work shall be performed and directed by the key personnel identified in the proposal presentations by the CONSULTANT. Any changes in the indicated personnel shall be subject to review and approval by COUNTY at least 30 days in advance of the proposed change. 16.B.2.e Packet Pg. 807 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) 37.3 Progress Reporting The CONSULTANT shall meet with the COUNTY as required and shall provide a written monthly progress report with approved schedule, schedule status, and payout curve or by using the earned value method that describe the work performed on each task. The report will include assessing project risk through monthly documentation of identifying and updating the risk category and approach for monitoring those tasks. Invoices shall be submitted after the COUNTY approves the monthly progress report and the payout curve or with earned value analysis. The Project Manager will make judgment on whether work of sufficient quality and quantity has been accomplished by comparing the reported percent complete against actual work accomplished. 37.4 Correspondence Copies of all written correspondence between the CONSULTANT and any party pertaining specifically to this contract shall be provided to the COUNTY for their records within one (1) week of the receipt or mailing of said correspondence. 37.5 Professional Endorsement The CONSULTANT shall have a Licensed Professional Engineer in the State of Florida sign and seal all reports, documents, Technical Special Provisions and Modified Special Provisions, and plans as required by FDOT and COUNTY standards. 37.6 Computer Automation The project will be developed utilizing Computer Aided Drafting and Design (CADD) systems. It is the responsibility of the CONSULTANT to meet the requirements in the FDOT CADD Manual. The CONSULTANT shall submit final documents and files as described therein. The CONSULTANT shall submit all required plan submittals (60%, 90% & 100%) in CADD format. 37.7 Coordination with Other Consultants The CONSULTANT is to coordinate his work with any and all adjacent and integral CONSULTANTs so as to effect complete and homogenous plans and specifications for the project(s) described herein. 37.8 Optional Services/Additional Services/Exclusions The fee for these services shall be negotiated in accordance with the terms in the resultant contract, for a fair, competitive, and reasonable cost, considering the scope and complexity of the project(s). Additional services may be authorized by Change Order or supplemental amendment in accordance with the COUNTY’s Procurement Policy. The additional services may include other Services as required. At the COUNTY’s option, the CONSULTANT may be requested to provide optional services. Fees for this item are not included in the negotiated contract fees. If this item is determined necessary and is requested by the COUNTY, scope and fee will be negotiated at that time and will be implemented via Change Order. When applicable, the staff hourly rates established in the contract shall be utilized for fee determination. Additional services may be authorized by Change Order or supplemental amendment in accordance with the COUNTY’s Procurement Policy. The additional services may include other Services as required. 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 20 Points 2. Certified Minority Business Enterprise 5 Points 3. Past Performance 25 Points 4. Project Approach, Willingness to Meet Time and Budget Requirements 20 Points 5. Location 10 Points 6. Recent, Current, and Projected Workloads of the Firm 20 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 16.B.2.e Packet Pg. 808 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd) ***Vendor should check off each of the following items as the necessary action is completed (please see, Vendor Check List)**** 16.B.2.e Packet Pg. 809 Attachment: 23-8164 Solicitation (28152 : RPS 23-8164, “Design Services for Goodlette Frank Rd)