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Agenda 04/09/2024 Item #16C 2 (Authorize staff to begin contract negotiations with Johnson Electric, Inc)
16.C.2 04/09/2024 EXECUTIVE SUMMARY Recommendation to approve the selection committee's ranking and authorize staff to begin contract negotiations with the top -ranked firm, Johnson Engineering, Inc., related to Request for Professional Services ("RPS") No. 23-8193, "Design Services for Transmission Water Main Improvements (Vanderbilt Beach Rd. and Airport Pulling Rd.)," so that staff can bring a proposed agreement back for the Board's consideration at a future meeting (Projects 70268, 70285 & 70286). OBJECTIVE: To approve the selection committee's ranking for RPS No. 23-8193 and to direct staff to negotiate an agreement to engage professional design services for the Transmission Water Main Improvements on Vanderbilt Beach Road & Airport Pulling Road (the "Project"). CONSIDERATIONS: The Engineering and Project Management Division ("BPMD") of the Public Utilities Department has programmed areas to be funded annually for the evaluation and upgrading of the existing regional water system throughout Collier County. Due to the age and condition of the existing water infrastructure along Vanderbilt Beach Road from the Carica Pump Station to the east right-of-way limit of Airport Pulling Road, then south along Airport Pulling Road to Pine Ridge Road, a project has been established to replace the existing aging water mains in this corridor and install new transmission water mains. The project scope provides for the design and construction phase services of the proposed Vanderbilt Beach Road and Airport Pulling Road Transmission Water Main Improvements. This item is consistent with the Infrastructure and Asset Management element of the Collier County Strategic Plan objectives. On October 17, 2023, the Procurement Services Division posted RPS No. 23-8193, Design Services for Transmission Water Main Improvements (Vanderbilt Beach Rd & Airport Pulling Rd.), and the County received four proposals by the November 17, 2023, submission deadline. All four firms were found to be responsive and responsible. A selection committee met on December 13, 2023, and after deliberation scored the proposals and shortlisted the three highest -scoring firms to provide presentations. On January 10, 2024, the selection committee reconvened for step 2 presentations and ranked the firms as shown below. Firm Names Final Ranking Johnson Engineering, Inc. 1 Kimley-Horn and Associates, Inc. 2 Carollo Engineers, Inc. 3 Staff is recommending that the Board approve the selection committee's ranking and authorize staff to begin contract negotiations with the top -ranked firm, Johnson Engineering, Inc. Johnson has been providing professional engineering services in Florida for over 50 years and has previously provided services on various County projects. If staff is unable to reach a proposed agreement with Johnson, staff will continue negotiating with the remaining ranked firms consistent with Florida Statute, § 287.055, the Consultants Competitive Negotiation Act, to bring a proposed agreement back for the Board's consideration. FISCAL IMPACT: Funding for the subsequent contract is within the FY2024 Capital Budget. The source of funding will be the Water User Fee Fund (4012). GROWTH MANAGEMENT IMPACT: This project meets current Growth Management Plan standards to ensure the adequacy and availability of viable public facilities. Packet Pg. 977 16.C.2 04/09/2024 LEGAL CONSIDERATIONS: This item is approved as to form and legality and requires majority vote for Board approval. -SRT RECOMMENDATION: To approve the selection committee's ranking and authorize staff to begin contract negotiations with Johnson Engineering, Inc., related to RPS No. 23-8193, "Design Services for Transmission Water Main Improvements (Vanderbilt Beach Rd. and Airport Pulling Rd)" as provided above, so that a proposed agreement can be brought to the Board for consideration at a future meeting. Prepared by: Benjamin N. Bullert, P.E., Supervisor - Project Management, Public Utilities Engineering & Project Management Division ATTACHMENT(S) 1. [Linked] 23-8193 Johnson Engineering Proposal (PDF) 2.23-8193 Final Ranking (PDF) 3.23-8193 NORA pdf (PDF) 4.23-8193 Solicitation (PDF) Packet Pg. 978 16.C.2 04/09/2024 COLLIER COUNTY Board of County Commissioners Item Number: 16.C.2 Doc ID: 28259 Item Summary: Recommendation to approve the selection committee's ranking and authorize staff to begin contract negotiations with the top -ranked firm, Johnson Engineering, Inc., related to Request for Professional Services ("RPS") No. 23-8193, "Design Services for Transmission Water Main Improvements (Vanderbilt Beach Rd. and Airport Pulling Rd.)," so that staff can bring a proposed agreement back for the Board's consideration at a future meeting (Projects 70268, 70285 & 70286). Meeting Date: 04/09/2024 Prepared by: Title: Associate Project Manager — Engineering and Project Management Name: Liz Gosselin 03/07/2024 10:20 AM Submitted by: Title: Director — Engineering and Project Management Name: Matthew McLean 03/07/2024 10:20 AM Approved By: Review: Engineering and Project Management Benjamin Bullert PUD Reviewer Procurement Services Francheska Correa Level 1 Purchasing Gatekeeper Water Pamela Libby PUD Reviewer Public Utilities Operations Support Joseph Bellone PUD Reviewer Public Utilities Department Vincent Dominach Level 1 Department Review Engineering and Project Management Matthew McLean PUD Reviewer Public Utilities Department George Yilmaz Level 2 Division Administrator Review County Attorney's Office Scott Teach Level 2 Attorney Review Procurement Services Sandra Srnka Procurement Director Review Office of Management and Budget Debra Windsor Level 3 OMB Gatekeeper Review Corporate Compliance and Continuous Improvement Megan Gaillard County Attorney's Office Scott Teach Level 3 County Attorney's Office Review Community & Human Services Maggie Lopez OMB Reviewer County Manager's Office Dan Rodriguez Level 4 County Manager Review Board of County Commissioners Geoffrey Willig Meeting Pending Completed 03/07/2024 4:10 PM Completed 03/08/2024 3:37 PM Completed 03/11/2024 11:06 AM Completed 03/13/2024 11:53 AM Completed 03/13/2024 12:55 PM Completed 03/13/2024 2:39 PM Completed 03/13/2024 2:55 PM Completed 03/19/2024 8:37 AM Completed 03/22/2024 8:11 AM Completed 03/22/2024 8:49 AM Additional Reviewer Completed 03/22/2024 3:30 PM Completed 03/22/2024 4:35 PM Completed 03/27/2024 3:58 PM Completed 04/01/2024 2:12 PM 04/09/2024 9:00 AM Packet Pg. 979 16.C.2.b C O N N ^C, W E U 2 A o � � O ... M N D a � i. C� U O C a � a O A c� C c� A ... M N CC � CC � A U U N Lr U •.-. w � O O Cn C U � � Q w o w � O x � O � O � on U N O N M Q Packet Pg. 980 16.C.2.b Packet Pg. 981 DocuSign Envelope ID: 56D4DA1D-486A-4D45-AOA7-58384B97CF4F 16.C.2.c Co -rer County Procurement Services Division Notice of Recommended Award Solicitation: 23-8193 Title: Design Services for Transmission Water Main Improvements (Vanderbilt Beach Rd & Airport Pulling Rd) Due Date and Time: November 17, 2023, at 3:00 PM EST Respondents: Company Name City County State Final Ranking Responsive/Responsible Johnson Engineering, Inc. Ft. Myers Lee FL 1 Yes/Yes Kimley-Horn and Associates, Inc. Ft. Myers Lee FL 2 Yes/Yes Carollo Engineers, Inc. Ft. Myers Lee FL 3 Yes/Yes Madrid Engineering Group, Inc. d/b/a Madrid CPWG Tampa Hillsborough FL Not Ranked Yes/Yes Utilized Local Vendor Preference: Yes 0 No - Recommended Vendor(s) For Award: On October 17, 2023, the Procurement Services Division released notices of Request for Professional Services ("RPS") No. 23-8193, Design Services for Transmission Water Main Improvements (Vanderbilt Beach Rd & Airport Pulling Rd), to twenty thousand, six hundred thirty-one (20,631) vendors. Sixty-one (61) firms viewed the solicitation information, and four (4) proposals were received by the due date of November 17, 2023, as shown above. All four (4) firms were found to be responsive and responsible. The Selection Committee convened on December 13, 2023, and as described in step 1 of the solicitation documents, the committee scored each of the proposals and shortlisted three firms to move to step 2 Oral Presentations in the order listed below: Johnson Engineering, Inc. Kimley-Horn and Associates, Inc. Carollo Engineers, Inc. On January 10, 2024, the Selection Committee reconvened for step 2, presentations, and final ranking. The firms were ranked as follows: Johnson Engineering, Inc - ranked as 1 Kimley-Horn and Associates, Inc. - ranked as 2 Carollo Engineers, Inc. — ranked as 3 Staff is recommending negotiations with the top -ranked firm, Johnson Engineering, Inc. Contract Driven = Purchase Order Driven 0 DocuSigned by: Required Signatures Project Manager: Procurement Strategist: t4 UA, Mgt 5726w,,,,,v,o. Services Director: .. Sate Va SVIn Ica 1/18/2024 ancFra Herrera Date Packet Pg. 982 16.C.2.d CoZi-ier County Procurement Services Division COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS REQUEST FOR PROFESSIONAL SERVICES (RPS) In accordance with Florida Statute 287.055 Consultants' Competitive Negotiation Act [EGYA Design Services for Transmission Water Main Improvements (Vanderbilt Beach Rd & Airport Pulling Rd) RPS NO.: 23-8193 PATRICK BOYLE, PROCUREMENT STRATEGIST PROCUREMENT SERVICES DIVISION 3295 TAMIAMI TRAIL EAST, BLDG C-2 NAPLES, FLORIDA 34112 TELEPHONE: (239) 252-8941 Patrick.Boyle@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. Packet Pg. 983 SOLICITATION PUBLIC NOTICE 16.C.2.d REQUEST FOR PROFESSIONAL 23-8193 SERVICES (RPS) NUMBER: PROJECT TITLE: Design Services for Transmission Water Main Improvements (Vanderbilt Beach Rd & Airport Pullin Rd PRE -PROPOSAL CONFERENCE: Monday, October 30, 2023, at 10:00 AM EST LOCATION: Procurement Services Division, Conference Room A, 3295 Tamiami Trail East, Bldg. C-2, Naples, FL 34112 RPS OPENING DAY/DATE/TIME: Friday, November 17, 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: hllps://www.bidsync.com/bidsync-cas INTRODUCTION As requested by the Public Utilities Engineering & Project Management 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 The Engineering and Project Management Division (EPMD) of the Public Utilities Department (PUD) has program areas funded annually for the evaluation and upgrading of the Water Systems throughout Collier County. Due to the age and condition of the Public Utilities water infrastructure along Vanderbilt Beach Road from the Carica Pump Station to the east right of way limit of Airport Pulling Road, then south along Airport Pulling Road to Pine Ridge Road, a program has been established to systematically replace the existing aging water systems and install new water transmission systems. The purpose of this solicitation is to select a qualified engineering firm to provide design services included in the scope below for the Vanderbilt Beach Road and Airport Pulling Road Transmission Water Main Improvements project. This work also includes coordinating with other PUD staff and Growth Management Division (GMD) staff when applicable, to complete the construction of Collier County Water — Sewer District (CCWSD) transmission water infrastructure projects in this area. The proposing firm's designated staff (and their alternates) shall have experience providing water design services, understand the Collier County Utilities Standards Manual and be familiar with the Florida Department of Environmental Protection (FDEP) requirements. The transmission water main work within the project area includes or may include various quantities of the following components: • Transmission water mains, valves, hydrants and other appurtenances • Wastewater • Irrigation Quality • Electrical and SCADA • Storm Water improvement and treatment concepts, quantity attenuation, storage and runoff rate management and reduction • Roadway • Pathway/sidewalk • Landscaping • Ancillary repair and replacement • Coordination with other construction projects within and adjacent to the project area designed by other professionals for other Collier County Departments c 0 .2 0 Cn M CD op M N C a) E t U M Q • Other utility relocations Packet Pg. 984 At this time, the construction projects anticipated for this contract include the following, which may occur concurrently, sequ 16.C.2.d or as funding is available: • Vanderbilt Beach Road Transmission Water Main Improvements • Airport Pulling Road Transmission Water Main Improvements TERM OF CONTRACT County reserves the right to modify this scope during negotiations for budgetary reasons. The contract term, if an award is made, will commence on the date of the Notice to Proceed and end upon acceptance and approval of the final payment. Prices shall remain firm for the term of the awarded contract. Surcharges will not be accepted in conjunction with this award, and such charges should be incorporated into the pricing structure. DETAILED SCOPE OF WORK The Design team will provide design project coordination consisting of, but not be limited to, the following: a. Attend progress meetings with PUD staff as needed b. Attend public informational meetings with PUD staff as needed c. Graphics/exhibit preparation d. Project phasing for Construction e. Progress meeting assistance f. Public meeting assistance g. Project management assistance h. Project management plan preparation i. Public Relations assistance j. Infrastructure Modeling k. Infrastructure preliminary design 1. Infrastructure design in. Subsurface investigations of underground utilities n. Geotechnical surveys o. Land surveying p. Environmental Impacts q. Permitting r. Bid package per phase s. Construction Administration Services Attend Project Design Progress Meetings: Design meetings with PUD representatives will be conducted, as requested by the Project Manager, throughout the program to keep staff informed of the project progress, to make certain that the Engineer is productively conducting its consulting services and to obtain input and direction as required for outstanding project issues. A firm day and time will be established for all progress meetings. Meeting objectives will be to provide progress updates and, reach decisions on pertinent issues relative to the specific topics being addressed. The Engineer of Record (EOR) will prepare and distribute agendas and minutes for each meeting incorporating agenda items and meeting minute corrections provided by PUD staff. Agendas will be submitted to the project delivery team at least two days prior to the meeting. Draft minutes will be submitted to the team no more than two working days following each meeting; staff will provide comments no more than two working days after receipt of draft minutes. TASK 1: Preliminary Engineering Design 1.1— Project Start-up a. Initial Kick -Off Meeting — The FOR will organize an initial kick-off meeting with PUD staff to review the project scope, project objectives/goals, project standards and project schedule for completing the work; this effort should also include the review of available fund sources. The FOR team shall prepare a project agenda and written meeting minutes summarizing the discussion and project action plan. c 0 0 0 Cn M T ao M N c m s R b. Utility Master Plans — The FOR team will review the CCWSD's utility master plans and other documents related to the project prior to the kick-off meeting to determine if any additional work is required in or around the projec Packet Pg. 985 16.C.2.d c. Initial Project Timeline — FOR team will prepare an initial project timeline and submit to PUD staff at the Initial Kick -Off Meeting. The FOR team shall update the schedule throughout the duration of the project and shall provide a copy of the updated schedule to PUD staff at their request. 1.2 — Hydraulic Analysis a. Gather and review record drawings of existing utilities within the project corridor. b. Consultant will need to confirm pipe sizes utilizing the County's Hydraulic Model. 1.3 —Surveying Services. Tasks may include, but are not limited to: a. Establish vertical and horizontal controls throughout project area. Elevations will be in NAVD 1988 Datum and Coordinates will be State Plane 83 for the Florida West Zone. The conversion from NAVD 1988 to NGVD 29 will be clearly identified on each plan sheet. b. Complete a boundary and topographic survey from right of way to right of way. Utilize local (Collier County) knowledgeable registered land surveyors to determine all the easements and/or property boundaries; collect and record the limits of property or easement boundaries as well as the physical location of the existing infrastructure components. As part of this task, call Sunshine State One -Call System to have the existing utilities located and to determine utility ownership (water, irrigation quality water gas, electric, force mains, etc.) prior to performing any field survey efforts. The survey shall collect, but not be limited to, the following items: • Existing utilities, both above ground and below ground • Existing Stormwater Management pipes (size and type), swales, channels structures • Existing driveways • Existing trees • Existing mailboxes • Fencing/Bollards (conditions and sufficiency for future expansion) • Landscaping (code considerations) and irrigation facilities • Right of Way & Roadway Cross Sections every 50 feet • County Utilities Easement boundaries c. Submit two (2) full size and one (1) half size copies of the boundary and topographic survey to PUD staff. Submit an AutoCad file (dwg) of the boundary and topographic survey to PUD staff. The boundary and topographic map shall include the latest aerial photography as a background. 1.4 - Geotechnical Investigation a. Perform all necessary soil borings within project area to install proposed utility line(s). Soil borings shall be completed as per the latest ASTM standards. b. Prepare a complete geotechnical investigation report detailing soil conditions, water table elevations, soil classifications, rock elevation and other items that will affect the construction. Report shall also include recommendation from geotechnical engineer on bedding material, subsurface conditions and any other items that pertain to the construction project. c. FOR team shall submit two (2) signed and sealed reports to PUD Staff. 1.5 - Soft Dig Investigation a. Meet with PUD Staff on -site to review procedures to complete the soft dig investigations. b. Excavate existing utilities within the project area to include, but not be limited to, horizontal and vertical location of existing utility pipe, type of utility pipe, size of utility pipe, utility pipe material and condition of existing pipe material. FOR team will call Sunshine One if the utility mark-ups need to be refreshed. Soft dig investigations shall be performed using an approved air/vacuum piece of equipment that will keep the disturbance to a minimum and shall not damage any existing facilities. c. Field mark all existing utilities found either by wooden lathes or by marking on the pavement (nail & paint). Marks need to remain during the design phase, but lathes need to be removed after the surveyor has collected all marking locations. c 0 .2 6 Cn CO) CD T ao M N C a) E z U a: Q Packet Pg. 986 d. FOR team shall repair all excavation holes in the natural ground and/or pavement to a condition as equal to or be 16.C.2.d the original condition. e. FOR team shall provide one (1) full size, one (1) half size plan and AutoCad file (dwg format) of the soft dig investigation in the project area to PUD Staff. 1.6 - 30% Plans Preparation The FOR shall prepare 30% construction plans. a. Incorporate all record drawings within the project area and the soft dig investigation into the 30% construction plans. b. Incorporate the boundary and topographic survey into the 30% construction plans. c. Prepare 30% construction plans detailing the proposed running line within the project area. Include on these plans the survey work, soft dig investigation work, any pertinent geotechnical information and the aerial photo in the background. The profile view does not need to be completed. d. Submit three (3) full size and one (1) half size of the 30% construction plans at least two (2) weeks prior to the meeting with PUD Staff. e. Organize and conduct a 30% plan review meeting with PUD staff to discuss the preliminary construction plans. Revise construction plans as required to reflect PUD comments. TASK 2: Design 2.1 Final Design and Permitting Phase a. Based on the accepted 30% construction plans, FOR will prepare final drawings and specifications, which provide the general scope, extent and character of the work to be furnished, and performed by the Contractor. Consultant will prepare and submit drawings and specifications at the 60-, 90- and 100-percent complete stages for review and approval. An engineer's opinion of probable construction cost will accompany each submittal. FOR shall meet with PUD's design and operations staff and obtain their written acceptance (signature approval) of the work completed to date. Technical specifications will be based on the 16-Division format of the Construction Specifications Institute (CSI) in MS Word format. In addition to technical specifications, FOR will coordinate with PUD staff to develop necessary General Conditions, Supplemental Conditions, and Special Provisions Specifications specifically for the project being constructed and recollection of all lessons learned of similar completed projects. Standard Collier County Specifications may be used for reference, but the Engineer shall not rely on them as a replacement for sound engineering judgment and responsibility. Current County Right -of -Way construction specifications shall be utilized. Documents shall include drawings and project specifications ready for bidding, consistent with Collier County standards, including, but not limited to, the following or as approved by the Project Manager: • Cover sheet, index and key map • Civil Site Plan including fencing and landscaping • Existing Conditions map • Civil Details • Demolition Plan • Erosion Control Plan • Maintenance of Traffic Plan • Infrastructure Plan and Profile • Details • Operational Contingency Plans c. Prepare applications for all GMD's Right -of -Way permits, Insubstantial Change to a Site Improvement Plan when required from Collier County Growth Management Division and respond to requests for additional information. Prepare all other required permit applications. Permitting fees will be paid by EPMD. d. Furnish copies of Contract Documents that include engineering drawings and specifications. Present and review them in person with PUD staff at the agreed upon completion stages in the project and make appropriate changes requested. c 0 0 .2 0 W CO) CD T- op M N c d E z U 0 Q e. Assist EPMD staff in the application process for grants. Packet Pg. 987 f. Prepare a permit application for submittal to the Florida Department of Environmental Protection (FDEP) and 16.C.2.d backup documentation including drawings and specifications. Respond to all requests for additional information (RAI) from the FDEP. Permitting fees will be paid by the FOR team and reimbursed by EPMD. g. Prepare a permit application for submittal to the South Florida Water Management District (SFWMD) and/or Big Cypress Basin and provide backup documentation including drawings and specifications. Respond to all requests for additional information (RAI) from the FDEP. Permitting fees will be paid by the FOR team and reimbursed by EPMD. h. Prepare a permit application for submittal to the United States Army Corps of Engineers (USACOE) and provide backup documentation including drawings and specifications. Respond to all requests for additional information (RAI) from the USACOE. Permitting fees will be paid by the FOR team and reimbursed by EPMD. 2.2 Bidding and Award Phase FOR will assist the County with the following: a. Assist in preparing addenda, as required, to interpret, clarify, or expand the Bidding Documents. b. Prepare Contractor's qualifications for this project. c. Consult with and advise the County as to the acceptability of the contractor and subcontractors, suppliers and other persons and organizations proposed by the Prime Contractor for those portions of the work as to which such acceptability is required by the Bidding Documents. d. Consult with the County concerning, and determine the acceptability of, substitute material and equipment proposed by the Contractor when substitution prior to the award of contracts is allowed by the Bidding Documents. e. Attend a pre-bid/quote conference. f. Attend the bid opening, review bids, qualifications. g. Provide a recommendation letter of award along with a "Reference Log" showing date, time, and comments of all contacted references provided by the prospective contractor. TASK 3 — Consultation Services During Construction 3.1— Construction Administration a. Pre -Construction Meeting - The FOR will chair the pre -construction meeting to review the project scope, discuss project submittals and identify issues that need to be addressed prior to the project starting. The FOR will prepare a DRAFT Agenda at least two business days in advance of the pre -construction meeting and issue written meeting notes identifying a summary of the discussion, conclusions and any risks that have been encountered or are expected, within two days after the meeting to the Project Delivery Team. b. Construction Progress Meetings — The FOR will chair the weekly/bi-weekly progress meetings to review project status and identify issues that may affect the Project. The FOR will prepare a DRAFT Agenda at least two business days in advance of each meeting and issue written meeting notes identifying a summary of the discussion, conclusions and any risks that have been encountered or are expected, within two days after the meeting to the Project Delivery Team. c. Shop Drawing Reviews - FOR shall review and approve (or take other appropriate action in respect of) Shop Drawings, Samples and other data which Contractor is required to submit, but only for conformance with the design information given in the Contract Documents and compatibility with the design concept of the completed project as a functioning whole as indicated in the Contract Documents. Such reviews and approvals or other action will not extend to means, methods, techniques, sequences or procedures of construction or to safety precautions and programs incident thereto. Review of a specific item shall not indicate the FOR has reviewed the entire assembly of which the item is a component. FOR shall not be required to review partial submissions or those for which submissions of correlated items have not been received. FOR shall maintain a complete log of all submittals of shop drawings, noting the dates of first submittal and subsequent reviews and resubmittals, approval, etc. d. As -Equal Materials - FOR shall evaluate and determine the acceptability of substitute or "or -equal" materials and equipment proposed by Contractor. c 0 0 .2 0 Cn CO) CD T op M N c d E z U 0 Q e. Project Schedule - The FOR shall be responsible for the review and acceptance of the Contractor's progress schedule. The FOR shall review the schedule to ensure that all general work efforts are addressed, that the schedule is following a logical Packet Pg. 988 approach to the job, that it is following sound engineering and construction practices and that it identifies all criti 16.C.2.d work. The FOR shall monitor the schedule on a monthly basis, and after a review with the Contractor, advise the Project Manager of any areas where the Contractor appears to be falling behind. f. Project Pay Applications - The FOR shall review and approve/reject any payment requested by the contractor in an Application for Payment before the pay application is submitted to the Clerk's office. Payment shall constitute a representation by the FOR to PUD based on the Construction inspector's on -site observations of the work in progress as an experienced and qualified construction professional and on the EOR's review of the applications for payment and the accompanying data and schedules that the work has progressed to the point indicated; that to the best of the EOR's knowledge, information and belief, the quality of the work is in accordance with the Contract Documents and that the Contractor is entitled or is not entitled to the payment of the amount recommended. The FOR will process pay requests in accordance with the Florida Prompt Payment Act. All incoming pay requests processed by the FOR shall be mechanically stamped with the date received. g. Request for Information - FOR shall review and respond to all Requests for Information (RFI's) that the Contractor submits. If required by PUD staff, FOR shall revise construction plans based on response to RFI. FOR shall maintain a complete log of all RFIs, noting the dates of first submittal and subsequent reviews and resubmittals, approval, etc. h. Change Orders & Work Directives - FOR shall prepare all Change Orders and Work Change Directives during the course of the project for the Project Manager's review and approval. i. Review the pre -construction video and pictures assessment book provided by the selected contractor. Generate a list of issues and submit to the Project Manager no later than two (2) business days after receiving the materials from the contractor. j. Material Testing Records - Maintain records of all density, sampling and testing accomplished and analyze such records required to ascertain acceptability of materials and completed work items. The field reports for records of work and testing results shall be submitted within one week to the Project Manager. k. Preparation of Monthly Report — FOR shall prepare a monthly report of all the construction activity completed. Sections in the report should include, but not be limited to, Executive Summary, Contract Cost Status, Project Schedule, Critical Issues, RFI Status, Submittal Status, Allowance Log, Project Payment Application and Observation Reports and Project Photos. Permit Requirements — FOR shall monitor the construction contract to the extent necessary to determine whether construction activities violate the requirements of any permits. FOR shall notify the Contractor of any violations or potential violations and require immediate resolution of the problem. Violations must be reported to the Project Manager immediately. in. Florida Department of Environmental Protection Certifications - The FOR shall prepare and submit certification packages to the FDEP for the completed sections of the CCWSD' S water and wastewater systems. n. Substantial Construction Certification — Upon issuance of a "notice of substantial acceptance" the Consultant will provide N a signed and sealed certification stating that the Project has been substantially completed by the construction contractor in accordance with the Plans and Specifications of the Contract Documents as amended by the Consultant. Services related to 0 the Substantial Construction Certification shall be provided to the County. Upon Substantial Completion of construction and establishment of the Final Punchlist items, the County may request the Consultant to provide a cost estimate for the Final Punchlist items. The Consultant shall conduct a site walkthrough to have a better understanding of the Final c Punchlist items to properly estimate the Final Punchlist cost. Cn M CD o. Final Construction Certification — Upon issuance of a "notice of final acceptance and recommendation for final payment," the FOR will provide a signed and sealed certification stating that the Project has been completed by the construction M contractor in accordance with the Plans and Specifications of the Contract Documents as amended by the EOR. All services c related to the Final Construction Certification shall be provided to the Project Manager of the Project. 4) s p. Asset Management Record Information — FOR shall provide all information in the electronic format stipulated by PUD staff u required to populate the PUD's GIS and Asset Management system in place at the time of project completion. Q q. Final Project Submittal - FOR shall provide PUD with one complete file, itemized and indexed, of all project related records at the conclusion of the Project. 3.2 — Warranty Services The FOR and their team will provide warranty services for one (1) year after the final completion of the project construction. Work under this item is to include, but not be limited to, the following: Packet Pg. 989 a. Post Construction walk thru: Generate a list of warranty issues and coordinate with the contractor and residents 16.C.2.d issues are solved. b. Review the post construction video and pictures provided by the contractor. c. Keep a log of all warranty issues. d. One (1) Year Warranty walk thru with the contractor and County Staff. TASK 4: Public Involvement Public Involvement— FOR and their subconsultant(s) shall complete all required public involvement services throughout the project. Work under this item is to include, but not be limited to, the following: a. Preparing a comprehensive mailing list for all property and business owners who will be affected by the construction with limits as shown on the most current set of construction documents. b. Preparing project contact cards which allow the contractor to continue working uninterrupted and will ensure that the public and media are receiving the most timely and accurate information. Politically sensitive issues would be immediately brought to the attention of the Project Manager. c. Coordination with property owners and public services affected by construction (e.g. garbage pickup, USPS, public schools (buses), development of road closure notices by GMD staff, etc.). d. Preparing as required informational newsletter(s) which describes the project and addresses frequently asked questions. Newsletter(s) to be written in English and Spanish which describes the project and addresses frequently asked questions. e. Press releases as necessary for notification to the public of relevant construction activity. f. Contacting businesses individually, either personally or by phone, as necessary to inform those businesses closely affected by the construction activities. g. Establishing and maintaining a public complaint "Hotline." Coordination with PUD staff will be included should this interface be required. h. Maintaining the Project Customer Service Log using PUD provided template. A copy of the log will be provided to the County on weekly/monthly basis. i. Responding to public concerns. j. Attending weekly/bi-weekly progress meetings, as needed, for the duration of the project. k. Attending other meetings as needed, (e.g. Master Association annual meeting). 1. Secure site and develop meeting materials for the design and construction public meeting(s). m. Create web page for project and update it monthly. TASK 5: Additional Services If authorized in writing by the COUNTY through a Change Order or Amendment to this Agreement, CONSULTANT shall furnish the agreed upon scope, compensation and schedule for Additional Services shall be set forth in the Change Order or Amendment authorizing those Additional Services. Services must be approved in writing via a Change Order or an Amendment to this Agreement prior to starting such services by the County's Project Manager. The COUNTY will not be responsible for the costs of Additional Services commenced without such express prior written approval. Failure to obtain such prior written approval for Additional Services will be deemed: (i) a waiver of any claim by CONSULTANT for such Additional Services and (ii) an admission by CONSULTANT that such Work is not additional but rather a part of the Basic Services required of CONSULTANT hereunder. c 0 .2 0 Cn M CD T- op M N C N E z U M Q Packet Pg. 990 16.C.2.d 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 Finn 20 Points TOTAL POSSIBLE POINTS 100 Points For complete explanation of each evaluation criteria, please see the file titled "PIPS Instructions" included with this advertisement. VENDOR CHECKLIST ***Vendor should check off each of the following items as the necessary action is completed (please see, Vendor Check List)**** Packet Pg. 991 QUALIFICATIONS TO PROVIDE IGN SERVICES FOR TRANSMISSION WATER MAIN IMPROVEMENTS (VANDERBILT BEACH RD & AIRPORT PULLING RD) di RPS NO.: 23-81931 NOVEMBER 17, 2023 2 7 JOHNS( ENGINEERING Cover Letter I.Ability of Professional Personnel 1 2. Certified Minority Business Enterprise 13 3. Past Performance 14 4. Project Approach, WiIIingness to Meet Time & Budget Requirements 25 Project Schedule 31 5. Location 32 6. Recent, Current, and Projected Workloads of the Firm 33 7. Required Form Submittals 34 SINCE 1946 ENGINEERING November17,2023 Collier County Procurement Services Division 3295 Tamiami Trail East, BLDG C-2 Naples, FL 341 12 Re: Design Services for Transmission Water Main Improvements (Vanderbilt Beach Rd &Airport Pulling Rd), RPS No.23-8193 Dear Selection Committee: Johnson Engineering is pleased to submit our qualifications for Collier County's Design Services for Transmission Water Main Improvements (Vanderbilt Beach Road & Airport Pulling Road) project. Our team has enjoyed a close working relationship with the County for more than three decades. Together, we have successfully completed many utility projects throughout your service area. From single -street water main replacements, designing brand new infrastructure to accommodate development in the Northeast Service Area, and utility replacement projects for entire neighborhoods, we have been at your side, providing solutions that contribute to efficient and reliable utility services for your customers.Your staff knows us, and most importantly, trusts us to get the job done. Our team includes three subconsultants: Cella Molnar and Associates (CMA) will lead the public information program. CMA has played a key role on many of the County's projects.Their expertise contributes immensely to generating public support and providing project awareness. Ardaman and Associates (Ardaman) will provide geotechnical engineering. We routinely utilize Ardaman for utility projects because we trust their experts to provide critical insights into subsurface conditions. GradyMinor will provide surveying assistance and design quality control and quality assurance. Johnson Engineering and Collier County have worked with GradyMinor on numerous utility infrastructure projects. Because our team has worked together in many capacities over the years, we are ready to start this project immediately upon notice to proceed. Johnson Engineering has worked with our subconsultants on numerous projects as indicated on page 3 of this proposal. This is an important project for the County. The purpose of this project is to replace the aging 30" prestressed concrete cylinder pipe (PCCP) water main and 16" cast iron water main along Vanderbilt Beach Road from the Carica Booster Pump Station to east of Airport Pulling Road, and to the replace the 16" cast iron water main along Airport Pulling Road from Vanderbilt Beach Road to Pine Ridge Road.The PCCP material requires very specific and unique procedures, construction methods, and long lead time materials to make modifications, repairs, and connections to it. Cast iron is an obsolete pipe material that is no longer used for water main pipelines as it is known to corrode overtime and loose its structural integrity. Replacing these pipelines with new pipelines of current industry standard material will benefit the County and your customers and will ensure long term continued safe operations of this water system. Our team of experts possesses the necessary skills and experience to provide robust, cost-effective designs for all components of this project. We have extensive experience at the Carica Booster Pump Station site, the downstream water main pipeline, and the unique protocols and construction methods required for the PCCP water main.We also have gained significant insight into the County's utility systems through years of administering theTelog remote data collection for the County, performing high -resolution pipeline flow and pressure analysis, and development of multiple integrated system models. We will leverage these assets to confirm pipe sizing and present alternatives as appropriate. Correctly sizing these pipelines will maximize operational reliability, provide flexibility, and maximize returns on this investment. In closing, we have enjoyed our positive and productive relationship with Collier County on past and current projects.We are confident that our proposed team, extensive experience, and historical knowledge of Collier County will prove to be a tremendous benefit to you and will ensure the success of this project. Sincerely, JOHNSON ENGKERING, INC. �DireVctof Mic aele lit Services YY mdickey@iohnsoneng.com. (239) 334-0046 2350 Stanford Court . Naples, Florida 34112 . (239) 434-0333 ENGINEERING Depth of Experience Centuries of combined experience have immersed our team of licensed professionals into Florida's geography, giving us a rare perspective into development of the area and an appreciation of the changes. Full Range of Services Specialized teams of licensed engineers, land planners, landscape architects, surveyors, ecologists, water resources experts, transportation, and utility designers who provide key services needed to complete projects. Long Term Commitment Our team's average tenure with Johnson Engineering is 13 years. More than half of our employees have been with us for more than 10 years, 20% have been with us for more than 20 years, and an unprecedented I I % have been with us for more than 30 years, showing our team's commitment, continuity and dedication to the area. Local Knowledge We can provide invaluable historical data of the local area and our conveniently located offices allow us to provide prompt service and communication through every step of your project. The purpose of this project is to replace the aging 30" prestressed concrete cylinder pipe (PCCP) water main and 16" cast iron water main along Vanderbilt Beach Road from the Carica Booster Pump Station to east of Airport Pulling Road, and to the replace the 16" cast iron water main along Airport Pulling Road from Vanderbilt Beach Road to Pine Ridge Road. Ensuring the project can be completed safely, cost-effectively, and reliably is critically important to you and your customers. Our team has worked closely with your staff over several decades to implement safe and reliable utility services to residents of Collier County. We are pleased to respond to your RPS and are confident that our capabilities, knowledge, and resources will benefit the County for this project. OVERVIEW Johnson Engineering is a multidisciplinary civil engineering firm with a large portfolio of in-house services. Founded in 1946, Johnson Engineering has more than 77 years of history providing engineering and related services in Southwest Florida. Our highly tenured staff provide hundreds of years of cumulative experience in this area. Project management, surveying, subsurface utility engineering (SUE), data collection, hydraulic modeling, utility design, construction sequencing, large diameter pipeline design, maintenance of traffic (MOT) plans, permitting, bidding assistance, and construction administration/CEI will be handled by Johnson Engineering staff. Our team includes three highly qualified subconsultants: Cella Molnar will spearhead public outreach efforts Ardaman and Associates will perform geotechnical engineering GradyMinor will provide survey assistance and design QA / QC CELLA MOLNAR CELLAMOLNAR Cella Molnar & Associates, Inc. (CMA), established in 1996, is a • • • • • • • L w 5 5 O G i • T E 5 . I N C certified DBE/MBE and provides professional consulting services in all aspects of public involvement for transportation and infrastructure projects during the planning, design and construction phases for prime consultants and government agencies in Florida and Virginia. Over the past 27 years, CMA has conducted over 350 successful public involvement and outreach programs for a variety of projects. CMA has conducted focus groups, stakeholder meetings, neighborhood meetings, public workshops, and public hearings for hundreds of projects. CMA's familiarity with Southwest Florida and local knowledge of Collier County will ensure that the public involvement program is crafted to meet the needs of the impacted communities. CMA is very skilled at evaluating a community prior to public involvement activities to determine what unique cultural or political issues will need to be addressed in the public involvement program.Their staff has established excellent working relationships with representatives in the media, local government, planning and permitting agencies, and environmental groups. CMA's philosophy in working with the public and their clients is the same — collaboration, communication, and open exchange cultivates a partnership with the public that greatly enhances the quality of our clients' projects. ENGINEERING unity/Affirmative Action Employer Collier Count rad l inor .&Ardaman GRADYMINOR Established in 1981, GradyMinor has provided public and private sector clients in Southwest Florida with civil engineering, planning, surveying, and landscape architecture services for 42 years.They are fully licensed and insured.Their firm has successfully completed thousands of projects varying in size and scope from small utility relocation projects to the planning, permitting, and construction administration of parks, subdivisions, roadways, and utility transmission, distribution, and pumping systems. Their recent and on -going work for the Collier County, including many miles of Public Utility Renewal Projects (PUR), gives them significant insight, experience and local knowledge that will be extremely useful in design and permitting issues thatwill be faced with this project.Their professionals are hands-on designers with an emphasis on problem solving, quality, customer service, and efficiency. GradyMinors professionals have a firm understanding of the County's various Design Manuals, Standards, Details, and Specifications; FDEP requirements and standards; Florida Department of Transportation (FDOT) standards and specifications; South Florida Water Management District (SFWMD) requirements and standards; 10 State Standards; and the general pulse of the local communities. ARDAMAN AND ASSOCIATES Ardaman and Associates, Inc. is a professional engineering corporation founded in 1959 by Dr. M.E. Ardaman in Orlando and has continually expanded to meet the needs of their client community.They currently serve from their corporate headquarters in Orlando and 13 branch offices throughout Florida and Louisiana. Ardaman is a technically superior and fiscally sound consulting firm that has experienced steady and healthy growth throughout its history.This reasonable growth pattern has allowed them to expand the services offered to clients while maintaining top quality.Ardaman firmly believes that the development and reputation of the company are the direct results of the individual efforts and commitment of all employees. Future success depends on continuing this commitment and adhering to the highest professional standards and ideals. Today,Ardaman is one of Florida's largest geotechnical, materials testing, environmental, and geoscience consulting firms. At present, Ardaman employs over 400 professional engineers, scientists, technicians, drilling personnel, technical assistants, and support staff. Over the firm's history, they have worked on more than 150,000 projects throughout the State, the U.S., and worldwide. This vast list of project experience includes services for virtually every type of public and private client associated with Id=0-Wl" =1111"1»aI=1z[a]4 o A O Q- 4' °i`ro ro� c�c yUroqro �'`°roe 4 d� roQ¢ tro D� rqQ d C° Ca ,C D� ro yy roF Service Areas J` yet' rya �° iro h J NESA 91 st & 92nd Watermain Replacement Vanderbilt Cul-De-Sac's Watermain Replacement Palm River Utilities Improvements Old Lely Utilities Improvements Collier County 24" IQ Main Wiggins Pass Watermain Replacement Vanderbilt Drive Watermain Replacement Golden Gate Canal 36" Watermain Directional Drill Twin Eagles Pump Station & Force Main Improvements Town of Fort Myers Beach Utility Improvements Phase III-C Utility Improvements VO VO VOd d Bembury Road Sewer Improvements YO Marion Street Force Main Golden Gate Water Main Interconnects Hitching Post Wastewater Improvements Blue Bill Force Main Directional Drill 11 VO Vod Mediterra Pump Station Improvements Village Walk Utility Improvements 97th Street Utility Improvements Cape Coral Utility Expansion Phases 6&7 Coronado Force Main Improvements VO VO VO VO VO V,d d Carica Pump Station Improvements Estero Blvd Force Main Improvements Seagate Water Main Improvements d d Pine Ridge Road Force Main Burnt Store Road Widening Jones Loop Road Force Main Aqui Esta Road & Utility Improvements McGregor-Tanglewood Force Main Replacement Alico Road Widening Ben Hill Griffin and Alice Force Main Rehabilitation of Pump Station 4 & 27 Palm Tree Blvd Potable WM, Storage & Re -Pumping Facility Improvements McGregor Water Main Improvements > ' -. i 5 WIM �' xr � � • � �: .�caienei dw venom¢ ji ��' i ur team has been contracted by the County for numerou<_ stem evaluations, data collection, hydraulic modeling, utility sign, directional drill/major road crossing design, landscape sign (e.g., percodelandscape buffering around above grounc atures), public relations, permitting, bidding, constructior ministration, and CEI services for many related and relevant rejects. With decades of combined experience working with Our Learn rids d uriique UnUers Ldnolrig o1 he l-ounLyS for this project and the components necessary to be ✓ing are highlights of past and current work related to _t. First, we present Figure I which demonstrates our J relevant experience in the project area. Following ve present various highlights and specific examples of ,it experience for this project. ENGINEERING unity/Affirmative Action Employer ISf6E unna� 1 pump :ARICA BOOSTER PUMP STATION AND HICKORY ROAD WATER MAIN ohnson Engineering's team has extensive experience at the Carica Booster Pump Station and the downstream transmission pipeline. Our team designed and provided construction oversight forthe yard piping improvements atthe Carica Booster Pump Station.This project included the replacement and reconfiguration of 12"-48" diameter water mains, a 30" above ground valve control assembly, associated electrical and SCADA network integration, and the removal of the existing 30" PCCP water mains and obsolete valves.This was a unique project that required systematic temporary connections as the project progressed to allow certain portions of the water system to remain in service while other portions were modified in an effort to minimize water outage durations. Johnson Engineering's key team members worked closely with the County's water distribution department to prepare the construction sequence for this project, and we believe a similar construction sequence will be required for this project. Our same team designed and provided construction oversight on the downstream 20" transmission water main that is supplied water by the Carica Booster Pump Station. This project included the installation of approximately 4,700 linear feet (LF) of 20" water main downstream of the Carica Booster Pump Station within a residential area. It also included the 18" directional drill crossing underneath State Road 45 (US-41) in a commercial area and in a busy roadway. PRESTRESSED CONCRETE CYLINDER PIPE (PCCP) One ofthe goals of this project is to replace the existing 30" PCCP water main pipeline alongVanderbilt Beach Road. This pipeline was installed as part of a larger pipeline project in the late 1980s. The PCCP pipe material is known to be strong and robust; however, it requires very specific and unique procedures, construction methods, and materials to make modifications, repairs, and connections to it. The PCCP material, adapters, and restraint devices are only provided by a select group of distributors and have long lead times, typically 10-12 weeks once the shop drawings are approved.The adapters are also unique in that they can only be installed on a pipe bell or pipe spigot, so it is necessary to identify the pipe laying schedule and orientation when ordering these adapters (as opposed to standard material such as PVC or DIP that can be cut and connected anywhere along the pipeline with standard fittings and mechanical joints). Our team is very familiar with these protocols and requirements, and we have worked on several projects for Collier County where this pipe material was encountered and modified. Due to these unique requirements and procedures when working on this pipe material, it is beneficial forthe County to replace this pipeline with standard material such as PVC or DIP so that maintenance, repairs, and future connections can be made with standard construction methods and readily available materials. Although the goal of this project is to remove the PCCP material, temporary connections and modifications to this pipeline are anticipated to complete the replacement project. Our team's knowledge, experience, and lessons learned with this pipe material will benefit the County on this project. We have also included Thompson Pipe Group, the manufacturer of the PCCP pipe material, on our team.Thompson Pipe Group will provide our design team with additional technical support, insight, and recommendations for connections, modifications, and proper restraining methods. In addition to the projects previously mentioned, Johnson Engineering has a tremendous amount of experience designing pipeline projects in southwest Florida. Our team provided, among other things, pipeline design for 1 19,000 feet of potable water, IQ water, and force main pipeline forthe NESA project. We are currently working with your staff on the construction of the Golden Gate City Transmission Water Main projects, which includes over 51,000 feet of 12"-30" water main pipeline that was designed by our team. Additionally, we have completed emergency water main replacement and improvement projects for the County on several occasions.These projects were due to water main failures under waterways or projects that required expedited design and nity/Affirmative Action Employer construction timelines.Your team has trusted us to get these critical and sensitive projects completed quickly and effectively. We prepare directional drill calculations based on ASTM F 1962 for all our direction drills.We account for allowable pipe pull back forces, pipe and drill rod bend radius, and pipe deflection.We also configure the drills so that the entry and exit pits are located in strategic locations to avoid blocking driveways and cross roads when fusing and pulling the pipeline through the bore hole when possible.We have the resources and capacity to manage large pipeline projects. Our experience also includes designing large-diameter/long-length horizontal directional bores for crossing major roadways, canals, and installation through areas where open -cut excavation would be excessively disruptive. PROJECT NAME, CLIENT, AND TYPE OF SERVICE PW = Potable Water RW = Reclaimed Water/irrigation Southwest 6 & 7 Utilities Extension Project (City of Cape Coral) - Areas 1 and 2 for Desi n and Areas 1 2 9 and 10 for ins ection TOTAL LENGTH OF 182,200 PIPE SIZE (DIAM) 4-20" COMP. YEAR 2020 Goodlette Frank & Immokalee Rd 24" IQ Main (Collier County) 5,000 24" 2020 Jones Loop (City of Punta Gorda) 10,000 16" 2020 VO Taylor Road (City of Punta Gorda) 12,000 12" 2022 RSW Daniels to Fiddlesticks (Lee County) 26,400 24" In Const. YO Del Prado Reuse Main (FGUA) 11,000 16" 2019 McGregor/Tanglewood Force Main (Lee County) 6,000 16" 2021 d d West Goodlette Phase 2 (Collier County) 46,000 8-12" Ongoing VO Corkscrew Phase 1 and 2 (Lee County) 35,000 8-24" In Const. VO Palm Tree Water Main and Force Main 20,000 12-24" In Const. NESA (Collier County) 119,000 12-36" In Const. Hickory Road Water Main Improvements 6,700 8-24" 2021 Golden Gate City Transmission Water Main 51,000 8-30" In Const. yo DATA COLLECTION AND HYDRAULIC MODELING Johnson Engineering has provided comprehensive data collective services to the County for over 10 years. Our data collection and analysis has been provided to many third parties for use in their work with the County. Our team has provided the County with a one -stop shop for data collection and analysis. In 2017, we helped the County establish and administer the Telog continuous data collection program for the water, wastewater, and irrigation quality water systems, which has grown to include over 100 individual data collection sites. In addition to data collection, we routinely utilize and create hydraulic models to develop the basis of design for our projects, typically using InfoWater modeling software. We have developed models of entire service areas and implemented extended period simulation to evaluate system dynamics. Our data collection program is critical for calibrating hydraulic models and ensuring they are accurate. In fact, we are one of the few, if not the only, engineering consultants in southwest Florida that performs this service. Ourteam can handle any modeling needed for this project and will ensure the model accurately represents the real -world operating conditions. PUBLIC OUTREACH Cella Molnar & Associates, Inc. (CMA) is unique in the public information industry because of their in- depth technical expertise in planning, design, and construction for utility, drainage, roadway, bridge, and park projects.Their staff has established excellent working relationships with representatives in media and local government (including Collier County), planning and permitting agencies, and environmental groups. CMA's philosophy in working with the public and their clients is the same - collaboration, communication, and open exchange cultivates a partnership with the public that greatly enhances the quality of their clients' projects. Overthe past 25 years, CMA has conducted over 350 successful public involvement and outreach programs for a variety of projects. CMA has worked closely with Collier County staff on various high priority and sensitive utility projects. ENGINEERING .unity/Affirmative Action Employer GEOTECHNICAL ENGINEERING Ardaman & Associates will perform the geotechnical investigations for this project, which will inform our design. Ardaman is one of Florida's largest geotechnical, materials engineering, and environmental consulting firms. Since its founding in 1959, the company has grown and expanded its scope from Florida to national and international operations. Ardaman's projects include roadways, high-rise buildings, treatment plants, airports, elevated watertanks, pavements, effluent disposal systems, bridges, evaluation of historical structures, residential structures, and a wide variety of other projects. Johnson Engineering and Ardaman have a long-standing working relationship, and together we have completed many successful utility projects for Collier County. TEAM'S CAPABILITIES As one of the largest civil engineering firms in the Southwest Florida market, Johnson Engineering has significant capabilities and resources deployable for this project. Described below are key capabilities that we will leverage to ensure this project is successful. PIPELINE SIZING Properly sizing the transmission water mains for this project is critical for optimal water system operations at the Carcia Booster Pump Station and supplying water to the commercial and residential areas long Vanderbilt Beach Road and Airport Pulling Road. Hydraulic modeling is an important tool used to help determine proper pipeline sizing, however, it is only beneficial if it is accurate and represents real world operating conditions. Collecting real world operating data, comparing it to hydraulic model results, and calibrating the model to meet these results is the approach Johnson Engineering has taken to select and size pipelines, pumps, valves, and other equipment for countless projects for Collier County. Ourteam is uniquely qualified to collect the operating pressure and flow data and provide the necessary hydraulic modeling for this project to confirm proposed pipe sizing. SUBSURFACE UTILITY EXPLORATION Subsurface utility exploration (SUE) is an important service we provide our clients.The SUE process allows our team to identify locations, depths, types, and sizes of existing underground utilities. For this project specifically, SUE will be vitally important for identifying optimal utility alignments. We note the presence of multiple existing utilities, including asbestos cement water mains, fiber optic communications, underground gas mains, and underground power, that must be navigated during construction.The right of ways through the project corridor are very congested, and avoiding conflicts will be critical for safety and conflict avoidance. SURVEYING In the current market, having an in-house survey group will allow us to expedite field work concurrent with other predesign activities. Johnson Engineering recently acquired Marco Surveying & Mapping to ensure projects are not delayed by excessive survey work backlog. GradyMinor will also provide survey assistance to our team to expedite the surveying phase of this project. FUNDING ASSISTANCE (IF REQUIRED FOR THIS PROJECT) The scope of work provided with this solicitation included assisting County staff with the applications for grants. Johnson Engineering's Principal Planner, Laura DeJohn, AICP will lead efforts to identify funding sources for this project. Potential funding sources include State Revolving Fund (SRF) loans and other State programs. Additionally, Federal funding opportunities include Investments for Public Works from the Economic Development Administration and Construction Grants from the Environmental Protection Agency.We will also explore potential grant funding opportunities from the Florida Department of Environmental Protection, such as the Resilient Florida grant program, and the SFWMD.We can also provide funding compliance services to ensure the project meets guidelines. As with many of the County's projects, generating community awareness and coordinating with businesses, residents, and other stakeholders will be essential. We are aware of several Civic Associations within the project area including Pelican Marsh Community Development District, Monterey Master Owners Association, various Homeowners Associations, senior living communities, apartment and condominium associations, and a significant number of businesses. This project involves many stakeholders, including Commissioner Chris Hall, Collier County Transportation Planning, Road Maintenance, and Right of Way departments, residents, and local businesses. Throughout this project, facilitating effective communication, maintaining awareness, and addressing any concerns will be the focus of our public outreach program. Our team has extensive experience leading these efforts on County projects. TRANSPORTATION AND MAINTENANCE OFTRAFFIC We have Professional Traffic Operations Engineers (PTOEs) on staff for developing maintenance of traffic (MOT) plans. Effective MOT will be challenging forthis project due to the amount of community and business entrances and busy roadways. Developing MOT in-house will ensure all guidelines are met and provide plans for safe, effective vehicular and pedestrian movements through the project area during construction. ELECTRICAL, INSTRUMENTATION,AND CONTROL (IF REQUIRED FORTHIS PROJECT) Our team has experience with developing electrical, instrumentation, and control systems (EI&C) for various County facilities, including the Carica Booster Pump Station, Wastewater Master Pump Station 104, and various other wastewater pump stations and control valve assemblies. We have also developed EI&C for various water and wastewater treatment plants throughout southwest Florida. If EI&C services are required for this project, our team has the experience, resources, and a thorough understanding of the County's expectations to complete these services. COMMITMENTTO COLLABORATION We prioritize collaboration with all stakeholders on every project. Collaboration between our staff, County staff, other consultants, contractors, and public stakeholders allows us to effectively identify requirements, constraints, and goals which contributes to successful projects. We are committed to providing effective collaboration, coordination, and communication to the County on this project. Our utilities team enjoys strong working relationships with Collier County EPMD staff and field personnel. We understand the importance placed on communication and collaboration. Our team regularly meets with EPMD staff to provide updates, gather input, and present information. In fact, we have been collaborating with County staff for several years on similar types of projects, such as the ongoing utility replacements in Old Lely, Golden Gate City, and the Northeast Service Area. We provide proactive communication to keep stakeholders informed and support decision -making. Finally, we provide agile responses to changing needs, new challenges, or potential opportunities during projects. Together, these efforts support collaborative relationships with the County and other stakeholders that contribute to successful projects. ENGINEERING .unity/Affirmative Action Employer EXPERIENCE WITH LOCAL REGULATORY CONDITIONS Johnson Engineering has the in-house knowledge and resources to handle all permitting needs presented by this project.This project will require FDEP permitting, SFWMD permitting, and Collier County ROW and SDPi permitting. Environmental permitting through FDEP for listed species and wetland impacts will be required for this project. The water main pipeline is required to cross the environmentally sensitive area east of the Carica Booster Pump Station, and our team has already performed field visits and have observed a significant number of gopher tortoises and gopher tortoise burrows. Installing the pipelines near these environmentally sensitive species will require permitting through FWC. Our team stays up to date on permitting requirements and has developed effective professional relationships with regulatory agency staff. Many times, we identify approaches that reduce environmental permitting burdens and theirassociated long lead times. Preparing and submitting permit applications is a routine part of our work that we are very familiar with. Jared Brown, who leads our Naples office, has extensive experience working with all County departments that will be involved in this project. Jared regularly facilitates coordination between the County's PUD and GMD departments. nt I. Ability of Professional Personnel `\ �R L Hydraulic Modeling/ Water Main Sizing David Trouteaud, PE I Lei am 10 :�I Project Manager Michael Dickey, PE I. it Project Engineer Billy Saum, PE Utility Engineer Stephen Howard, El 0WIM Lim-1- Sidewalk LandscapeArchitectu Improvement/MOT >sh Hildebrand, PE, PTCE I Jeff Nagle, RLA W may. r. Local Permitting & GMD Jared Brown, PE r• Survey David Hyatt, PSM Designer Mike Tiseo GIS Mapping Paul Lohr, GISP 4 I y Flow &Pressure Monitoring CEI Electrical/SCADA SUE Environmental 11 11 Brad Sundermeier, Ell Vee Lofton Wayne Wright, PE Rick Daniels, PSM John Curtis, CSE :im QA & Survey GradyMinor Geotechnical Public Involvement Concrete PJG Engineering Cella Molnar & Connectio Ardaman & Associates Associates Coordinati Thompson Pipe Collier County i��u �T C� Design Services for Transmission Water Main Improvements ,J 1 1 1 V J (Vanderbilt Beach RD &Aport Pulling RD), RPS No.23-8193� KEY PERSONNEL BIOS Michael Dickey, PE - Project Manager Mike joined Johnson Engineering in 1999 and has 26 years of experience. He serves as the firm's director of the utilities market group and is chairman of the board of directors. His project experience on utility projects 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 has been the project manager and engineer of record for many water and wastewater utility projects in Southwest Florida. Billy Saum, PE - Project Engineer Billy has been with Johnson Engineering since 2015. He is a professional engineer and project manager in our utilities group.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, directional drill design, FDOT utility coordination and adjustments, hydraulic modeling and calculations, pump and equipment selection, construction administration, plan production, and permitting for clients throughout South Florida. Billy also has extensive experience in data collection and performance analysis for water and wastewater systems in Collier County. Recently, he has designed and managed various pipeline, pump station, and emergency power resiliency projects for municipal water and 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. Billy works closely with County engineering and operations staff and often acts as an extension of the County's engineering team. Dave Trouteaud, PE - Hydraulic Modeling/Water Main Sizing Dave joined Johnson Engineering in 2005 and manages various utility related projects. As project manager, with 18 years of experience, he specializes in utility master planning, hydraulic modeling, design of water distribution systems, wastewater collection systems and irrigation systems. Dave frequently works with Lee County staff from the contract negotiation through the construction and certification parts of the project. Some present experience of projects that Dave is managing is Estero Force Main, Alico Road 36-inch Water Main, Master Pump Station 7716 and Pine Ridge Force Main. Some other projects that have similar features to this RFP that Dave was involved in are; Engineer of Record (EOR) for FGUA Lift Station Generator Additions, FOR for the Del Prado Reuse Main and FOR for the McGregor Area Waterlines for the City of Fort Myers Stephen Howard, Ell - Utility Engineer Stephen has been with Johnson Engineering as an Engineer Intern since May 2023, when he joined the firm's utility group. Stephen also worked at Johnson Engineering as a Survey Instrument Technician Intern during the summers of 2018 and 2019. Stephen spends some of his days testing lift stations and ARVs to obtain operating pressures and water level data essential for system modeling and analysis. Since rejoining Johnson Engineering, Stephen has completed various assignments for projects across SW Florida. Jared Brown, PE, LEED AP - Local Permitting/GMD Coordination Jared joined Johnson Engineering in 201 1 as a project manager and is responsible for the day-to- day operations of the Naples office. A Florida native and resident of Collier County since 1999, Jared has worked on a wide range of projects in and around Naples. Jared has been responsible for project management, civil design, drawing preparation, specifications and construction observation for commercial, institutional and residential projects. He has been the project engineer for multiple Collier County Public Utility projects throughout the community. ENGINEERING .unity/Affirmative Action Employer Collier ountiq Mike Tiseo - Designer Mike joined Johnson Engineering as a survey technician in 2006 and has worked on large scale projects including the US Sugar Corporation boundary survey, US Sugar Railroad corridor map, Cape Coral Utility expansion project, and a variety of projects for FP&L. Currently, Mike works with the frm's utility group and has 20 years of experience. He has done design work on a wide range of utility and construction projects in Collier County including the NESA utilities extension and interim WWTP. Josh Hildebrand, PE, PTOE - Sidewalk Improvement/MOT In 2007,Josh began his professional careerand has since served as ateam member in the transportation services division at Johnson Engineering. He has worked on various projects throughout Southwest Florida and is familiar with roadway design, signal design, pathway design, construction coordination, Local Agency Program (LAP) requirements, and the permitting procedures of the local municipalities, including the Florida Department of Transportation (FDOT). Josh has worked on I00+traffic / construction feasibility -related engineering studies, and 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, parking demand, traffic generation, ADA compliance -related challenges, and the permitting requirements on both private and public capital improvement projects. Jeff Nagle, RLA - Landscape Architecture 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. Jeff's specialties include master planning, parks and recreation, streetscapes, roadway, environmental reclamation and mitigation, Low Impact Development, and lighting design. David Hyatt, PSM - Survey 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 platting 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. Paul Lohr, GISP - GIS Mapping Paul began working for Johnson Engineering in 2000 as an engineering technician and now serves as a senior Geographic Information Systems (GIS) analyst. He is a certified GIS Professional, with a large portion of his work effort being devoted to GIS specialization including analysis, map production, data setup and management, integration of GIS and GPS hardware/software and development of web - based GIS mapping applications. Paul assisted Johnson Engineering in obtaining the ArcGIS Online Specialty certification. Paul is knowledgeable in a variety of GIS and CAD applications and is familiar with several scripting and programming languages. Brad Sundermeier, El - Flow & Pressure Monitoring Brad has been with Johnson Engineering since May 2022. He joined the utilities department and has assisted in various projects. Whether it be something basic like contacting references or checking shop drawings, Brad is willing to assist wherever he can. He has been becoming more familiar with using InfoWater and WaterCAD for water, wastewater, and irrigation systems. Brad spends some of his days testing lift stations orARV's to obtain the operating pressures or water level data essential to modeling and analyses. Hydraulic modeling has become an essential tool in predicting any effects of future infrastructure on existing facilities along with efficiently analyzing deficiencies within the existing system. Brad has completed various assignments for commercial and residential projects in both Lee L Il U 1 Il U L Il 1 Il U .unity/Affirmative Action Employer CoIller OU J I 4. rad lno .AArd}aman & Assoc CELLAMOLNAR ••••• L. 5 5 O C A t F 5. I W C Vee Lofton - CEI Vee is the director of our CEI team. He has 35 years of experience in roadway and bridge construction and project administration.Vee is also a former Consultant Program Manager for FDOT.Working out of the Fort Myers Operation Center, he was in charge of overseeing consultant CEI projects. His experience with FDOT gives Vee an in depth understanding of what the Department expects from their CEI consultants.Vee will serve as the senior CEI project administrator. Wayne Wright, PE - Electrical/SCADA Wayne has 41 years of experience working as an Electrical, Instrumentation & Controls (EI&C) engineer. His experience includes design and implementation of instrumentation, process control, industrial control, systems integration and commissioning, site and process evaluations, SCADA architecture, networking, telemetry, and PLC/HMI/OIT programming. Wayne has provided electrical designs for motor control, emergency generator installations, instrumentation, low voltage power distribution, lighting, and lightning protection for water, wastewater, and stormwater facilities. Rick Daniels, PSM - SUE Rick joined Johnson Engineering as a survey technician in 2013. 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. John Curtis, CSE - Environmental John is a certified senior ecologist on the environmental team. He joined Johnson Engineering in 1997. His environmental consulting experience includes wetland delineations, environmental resource permitting, protected species surveys and relocations, habitat and protected species mapping and management plans, conservation bank permitting for threatened and endangered species, macroinvertebrate sampling, mitigation plan design and monitoring, native habitat restoration, project management, and expert witness testimony for ecological related matters. GradyMinor - QA/QC & Surveying Established in 1981, GradyMinor has provided public and private sector clients in southwest Florida with civil engineering, planning, surveying, and landscape architecture services for 42 years.We are fully licensed and insured. Our firm has successfully completed thousands of projects varying in size and scope from small utility relocation projects to the planning, permitting, and construction administration of parks, subdivisions, roadways, and utility transmission, distribution, and pumping systems.Their recent and on -going work for Collier County, including many miles of Public Utility Renewal Projects (PUR), gives them significant insight, experience, and local knowledge that will be extremely useful in survey, design, QA/QC, and permitting issues that will be faced with this project. Ardaman & Associates, Inc. - Geotechnical Engineering Ardaman is one of Florida's largest geotechnical, materials engineering and environmental consulting firms. Since its founding in 1959, the company has grown and expanded its scope from Florida to national and international operations. Ardaman's projects include roadways, high-rise buildings, treatment plants, airports, elevated watertanks, pavements, effluent disposal systems, bridges, evaluation of historical structures, residential structures and a wide variety of other types of projects. Cella Molnar & Associates, Inc. - Public Involvement The company was established in 1996 and provides professional consulting services in all aspects of public involvement, project management, event planning and coordination, transportation planning, and construction engineering inspection to prime consultants and governmental agencies in Southwest Florida. Over the past seventeen years, Cella Molnar & Associates, Inc. has conducted over 150 ENGINEERING .unity/Affirmative Action Employer 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 Serving as the frrn'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 (VW\/FP), 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. 91 st & 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 91 st 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. Priority I 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 I Water Main 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. ENGINEERING .unity/Affirmative Action Employer BILLY SAUM, PE Project Engineer wsaum@johnsoneng.com 239.461.2414 Years Experience 9 years Education/Training B.S. Environmental Engineering (2015), Florida Gulf Coast University Licensing & Registration Florida Professional Engineer, License No. 88659 Professional Affiliations American Water Works Association Billy has been with Johnson Engineering since 2015. He is a professional engineer and project manager in our utilities group. 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, directional drill design, FDOT utility coordination and adjustments, hydraulic modeling and calculations, pump and equipment selection, construction administration, plan production, and permitting for clients throughout South Florida. Billy also has extensive experience in data collection and performance analysis for water and wastewater systems in Collier County. Recently, he has designed and managed various pipeline, pump station, and emergency power resiliency projects for municipal water and 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. Billy works closely with County engineering and operations staff and often acts as an extension of the County's engineering team. Relevant Experience Carica Booster Pump Station Yard Piping Improvements, Collier County, FL - This project included the replacement and reconfiguration of 12" up to 48" diameter water mains, a 30" above ground valve control assembly, associated electrical and SCADA network integration, and the removal of the existing 30" PCCP water mains and obsolete valves. This was a unique project that required systematic temporary connections as the project progressed to allow certain portions of the water system to remain in service while other portions were modified in an effort to minimize water outage durations. Billy was the design engineer working under the engineer of record for this project. He also performed construction administration services through the duration of construction and worked closely with the County's water distribution department to prepare the construction sequence for the project. This successful project was completed in 2020. Hickory Road Water Main Improvements, Collier County, FL - The goal of this project was to improve the downstream water main pipeline that the Carica Booster Pump Station conveys water through to provide service to the northwest area of the County. This project included the installation of approximately 4,700 linear feet (LF) of 20" water main downstream of the Carica Booster Pump Station within a residential area. It also included the 18" directional drill crossing underneath State Road 45 (US-41) in a commercial area and in a busy roadway which included extensive coordination with FDOT and other utility providers to avoid conflicts. Billy was the design engineer working under the engineer of record for this project. He also performed construction administration services through the duration of construction. This project required unique planning and coordination with various County departments and private entities to complete the full -bore flushes along busy roadways, the open cut crossings and restoration of Goodlette-Frank Road, the large diameter directional bore underneath the congested State Road 45 (US-41) right of way, and planning the water outages for various residential and commercial properties, including those that provide food and beverage services. Telog Data Monitoring (Water, Wastewater, Irrigation Quality Water), Collier County, FL - Billy is the Project Manager for the Telog Data Monitoring programs that Collier County Water, Wastewater, and Irrigation Water Quality departments utilize to monitor and evaluate the utility systems. Our team has supported Collier County with this program since 2016 through our continued services contract and has assisted the Public Utilities Department procure, program, install, monitor, maintain, and troubleshoot over 100 telemetry sites that record pipeline pressure, pipeline flow rate, and pond water levels. Billy and his team have worked closely in the field with operations staff all the public utilities departments and understand the physical conditions and limitations of the systems. This project gives us a unique understanding of how each utility system operates as well as the deficiencies in the systems and potential improvements. Priority I 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. ENGINEERING .unity/Affirmative Action Employer DAVID TROUTEAUD, PE Utility Project Engineer dtrouteaud@johnsoneng.com 239.461.2438 Years' Experience 18 years Education/Training B.S. Civil Engineering (2005), University of Cincinnati, Ohio OSHA 10 Hour Certification Licensing & Registration Florida Professional Engineer, License No. 69783 Professional Affiliations Florida Engineering Society (Past Member) Young Professionals (Past Member) Coastal Conservation Association (Past Member) Dave joined Johnson Engineering in 2005 and has been involved in various utility related projects. With 18 years of experience, he specializes in hydraulic modeling, utility master planning, design of water distribution systems, wastewater collection systems and irrigation systems. Dave frequently works with our development group to incorporate modeling needs for most every development. Some present experience of projects that Dave has been involved in is Village Walk Wastewater Improvements, Broadway West UEP Water and Sewer Modeling, Immokalee Water and Sewer District Master Plan update that included modeling. The preferred modeling software is InfoWater 10.5. However, WaterCAD has also been used on several projects. Pipe sizing on any project is critical to make sure sufficient fire flow is available and minimum chlorine residuals are obtained. Relevant Experience Palm Tree Boulevard Potable Water Main, Storage and Re -Pumping Facility Improvements, City of Cape Coral - This project included hydraulic modeling, route analysis, design, and permitting of water main improvements that serve south Cape Coral. The goal of this project was to maximize the use of the existing Palm Tree Storage Facility. Phase I consisted of the design, permitting and construction of approximately 9,000 feet of 20-inch water main directed to the storage tank Phases 2 and 3 consist of approximately 13,400 feet of 12-inch water main for water distribution. Johnson Engineering was responsible forthe environmental permitting and species management for all three phases. In addition, a review of the existing onsite pumps, valves, and instrumentation was performed and recommendations for upgrades were made. Ben Hill Griffin/Alico Road 36-inch Potable Water Main, Lee County Utilities - This project included the design, permitting, bidding and approximately 10,050 linear feet of 36-inch water main. The water main was designed in conjunction with the Roadway Widening of Alico Road and is nearing completion. As of this submittal, all water mains have been cleared through the Department of Health and is anticipated to be placed in service in mid-2020. Master Pump Station 7716, Lee County Utilities - This project consisted of designing and relocating a master pump station capable of conveying a peak flow of 1,700 gallons per minute (GPM) from various developments along Corkscrew and Three Oaks Parkway within Lee County. Unique challenges associated with this project include coordination with permitting agencies, working within a proposed development, and hydraulic modeling. Johnson Engineering provided the survey and design for this project. The contract also included permitting, bidding services, and construction phase services. This project is anticipated to be completed in August of 2020. Pine Ridge Force Main, Lee County Utilities - This project consists of approximately 4,300 feet of force main with sizes varying from 20- to 30-inches. The force main replaced the existing ductile iron pipe force main that had reached its usable life. This project included design, hydraulic modeling, permitting, bidding and is currently being constructed. Key challenges include a directional drill design under an LCDOT congested road (Summerlin Road), coordination with Lee Tran, and considerations for shutdowns during connections. This project was completed in January 2021. Del Prado Reuse Transmission Main, FGUA - This project included survey, hydraulic modeling, route analysis, design, permitting, bidding assistance, and construction administration services for approximately 11,500 feet of 16-inch and 20-inch reuse water mains. This project included nine directional drills to avoid impacts to wetlands and roadways. Permitting included an FDOT permit to cross US-41, City of Cape Coral SDP, FDEP Environmental Resource Permit, and coordination with FPL and LCEC. This project was completed in June 2019. Village Walk Wastewater Improvements - Dave performed the hydraulic modeling and handled most ofthe permitting, bidding and construction phases services forthis project. This project eliminated Pump Station 152.00 and rehabilitated Pump Station 152.02 into a Master Station. STEPHEN HOWARD, El Engineer Intern svh@johnsoneng.com 239.461.2426 Years' Experience I year Education/Training B.S. Civil Engineering (2023), University of Florida Licensing & Registration Engineering Intern Stephen has been with Johnson Engineering as an Engineer Intern since May 2023, when he joined the firm's utility group. Stephen also worked at Johnson Engineering as a Survey Instrument Technician Intern during the summers of 2018 and 2019. Stephen often assists in utility projects by drafting and reviewing construction documents, collecting water and wastewater system data in the field, preparing hydraulic models, and coordinating with contractors and project managers. Since rejoining Johnson Engineering, Stephen has been involved with projects across SW Florida. Relevant Experience City of Clewiston: Airglades WM Extension — Stephen assisted in obtaining pressure data on the City's water distribution system and conducting fire flow tests on the City's fire hydrants. The purpose of these tests was to determine the current water distribution system's capacity and provide inputs used in the modeling process for this project. Stephen assisted in collecting data in the field, processing the data to prepare technical reports, and utilizing the collected data in a water model. Naples Cove Stormwater Pump Station Improvements — Stephen has assisted in reviewing screening product proposals to make a recommendation to the City, preparing site plans, preparing technical memoranda, and drafting project specifications and bidding documents. The goal of this project was to renovate the stormwater pump station site due to damage from Hurricane Ian. Golden Gate City Water Transmission Main Improvements — Stephen has assisted in the three phases of this project by reviewing contractor submittals, preparing work directives, change orders, and RFI responses, attending public information meetings, and documenting field conditions. NESA Pump Station Wastewater Flow Verification & IQ Disposal Evaluation — Stephen has assisted in this project by installing water depth recorders in numerous pump stations, processing this data, and using it to calibrate wastewater models. Stephen has also assisted in IQ water modelling for sizing pipes and other infrastructure at the proposed disposal sites. 30-Inch Raw WM and 36-Inch WM Abandonment (Golden Gate Canal) - The goal of this project was to abandon existing water mains that cross Golden Gate Canal that will be replaced with other mains through horizontal directional drilling. Stephen helped review contractor submittals for materials and removal methods, prepare work directives to modify the scope of work, and prepare exhibits showing the progress of the project and restoration items. Immokalee Water and Sewer District Master Plan Update — The goal of this project is to prepare a master plan report that informs the District of the current state of its water and wastewater infrastructure and provides alternatives to meet projected future demands. Stephen has assisted in the drafting and editing of the master plan report, preparing population and future demand projections, and reviewing hydraulic models of the District's system. Surveying for Hydrologic and Hydraulic Analyses of Roy Brown Canal - The goal of this project was to collect geospatial data including cross -sectional elevations and existing infrastructure locations along Roy Brown Canal in LaBelle, FL. This information was collected using GNSS and traditional surveying methods. Babcock Ranch Surveying - Stephen assisted in lot layouts, as -built surveys, and construction stakeouts for proposed roads and utilities using GNSS RTK rovers and traditional surveying equipment. Stephen also assisted in environmental surveys at Babcock Ranch by exploring snags with a camera and telescopic pole. Well Construction - Stephen assisted in drilling a 180' well in Glades County, FL. Tasks completed include determining the well location on site, assisting in operating drill rigs and other equipment to drill the well, and installing pumps and aboveground piping to convey water through the site. JARED BROWN, PE, LEED AP Collier County Branch Manager jbrown@johnsoneng.com 239.280.4321 Years Experience 24 years Education/Training B.S. Civil Environmental Engineering (1996), University of Florida Licensing & Registration Florida Professional Engineer, License No. 60024 LEED Accredited Professional Jared joined Johnson Engineering in 2011 as a project manager and is responsible for the day to day operations of the Naples office. A resident of Collier County since 1999, Jared has worked on a wide range of projects in and around Naples. He has worked with non -profits, local municipalities, developers, architects, engineers and contractors on multiple simultaneous projects. Serving as the point of contact for clients, project design teams and sub -consultants. Jared has been responsible for project management, civil design, drawing preparation, specifications and construction observation for commercial, institutional and residential projects. Including project engineer for utility and roadway infrastructure at Ave Maria and project manager for the development of the Naples Botanical Garden. Relevant Project Experience CCPS Bus Facility Expansion; Collier County Public Schools, Immokalee, Florida - Project engineer for two separate expansions of the school bus parking and maintenance facility. Addressed SFWMD permitting, wetland impacts, and the integration of new wash and fueling improvements into the existing site plan. Indian Hill Estates; Calusa Pines Golf Club; Naples, Florida - Project Engineer for design and permitting of a 380 unit subdivision of the 525 acre Calusa Pines Golf Club within the Rural Fringe Mixed Use District utilizing TDRs to increase residential density. Naples Botanical Garden; Naples, Florida - Project Engineer for the development of the 171-acre Naples Botanical Garden. Providing surface water management design/retrofit, utility planning services and Collier County, South Florida Water Management District and Florida Department of Environmental Protection permitting. First Street Zocalo; Collier County CRA, Immokalee, Florida - Project Engineer for the development of public park/performance space in down town Immokalee. Southeast Immokalee Revitalization; Immokalee, Florida - prepared subdivision construction plans, utility design, roadway design, and water management design for a single family/commercial/dormitory facility for the Collier County Housing Authority. Golden Gate Estates Hammerheads; Collier County Board of County Commissioners; Naples, Florida - Project Engineer for the Solid & Hazardous Waste Management Department's ongoing project to design and construct tum-arounds for trash and recycle collection vehicles. Faith Landing; Habitat for Humanity of Collier County, Inc.; Immokalee, Florida - Project Manager for a 35-acre, 166-unit subdivision. Provided construction administration and project close-out services. Regal Acres; Habitat for Humanity of Collier County, Inc.; Naples, Florida - Project Manager for a 36-acre, 184-unit subdivision. Provided construction administration and project close-out services. Regent Park Sanitary Sewer Replacement; Collier County Government; Naples, Florida - Project Manager responsible for design and construction drawings for replacement of 1,200+/- linear feet of sanitary sewer. Goodlette-Frank Road Utility Relocation; Collier County Board of County Commissioners; Naples, Florida - Project Engineer for the utilities design of 2.9 miles of 24-inch potable water, six-inch and 20-inch reclaimed water, and 16-inch and 24-inch force mains. Relocation necessary due to roadway expansion and numerous utility and drainage conflicts. Woodcrest Drive Utility Extension; Collier County Board of County Commissioners; Naples, Florida - Project Manager for the extension of 2.5± miles of water and wastewater mains to serve multiple developments. Project included Environmental Resource Permitting through FDEP, US Army Corps of Engineers Nationwide permitting, Gopher Tortoise Relocation, and Bald Eagle monitoring. Crystal -Plantation Roundabout Design; Lee County Government; Fort Myers, Florida - Project Manager responsible for the design and plan preparation for a three-legged roundabout at the existing'T' intersection of Plantation Road and Crystal Drive. Conversion to a roundabout will help alleviate this condition and provide increased capacity at the intersection. ENGINEERING .unity/Affirmative Action Employer MICHAEL TISEO Designer mtiseo@johnsoneng.com 239.461.3390 Years Experience 24 years Education/Training A.A. Oakland Community College 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 91 st & 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 91 st 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 fortopographic AutoCAD Civil 3D 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 I 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. 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. 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. ENGINEERING .unity/Affirmative Action Employer JOSH HILDEBRAND, PE, PTOE Professional Engineer jhi Idebrand@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 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 Golden Gate Boulevard, Phase 11, Collier County - Project manager for the Verification Testing (VT) for the construction of a new multi -lane corridor. Tree Farm Road Phase 11, Collier County - Project manager for the post design and Verification Testing (VT) for the construction a new multi -lane corridor and roundabout project. US 90 Turnlane and Crosswalk Improvements, Miccosukee Tribe - Project manager and engineer of record for the design and CEI of tumlane 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 (FOR) 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 FOR 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 #-4351 17-1-38-01: North Naples Various Sidewalks, Collier County - Project manager and Engineer of Record (FOR) 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. FDOT Level of Service - FPID #4351 19-1-38-01: 49th Terrace SW Sidewalks, Collier County - Project manager and Engineer of Record (FOR) for the design of 5 foot sidewalks on 49th Terrace from 20th Place Volunteer Opportunities SW to 19th Place SW. City of Fort Myers — - FPID #434990-1-38-01: Golden Gate at Various Locations Sidewalks, Collier County - Adopt a Canal Program Project manager and Engineer of Record (FOR) for the design of sidewalks on 51 st Street, 20th Court SW, and 51 st Terrace SW in Golden Gate City. Coastal Conservation " 5th Avenue Sidewalks, City of Naples - Project manager and Engineer of Record (FOR) for Association (CCA) —Naples the design of HUD -funded new sidewalks and associated drainage, permitting and service Banquet Committee Member during construction. Florida Southwestern State College, Lee County - Project Engineer for the data Professional Affiliations collection/analysis and preparation of a traffic and pedestrian management plan. The project American Public Works included data collection, Suncoast Arena access management, parking lot management plan Association (APWA) 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 (FOR) forthe design of approximately one mile of HUD -funded new sidewalks and associated drainage and permitting. ENGINEERING .unity/Affirmative Action Employer 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 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, FL — Our Landscape Architecture team is 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 1-75 bridge to Copperieaf 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 1-75 Bridge to Copper Leaf Drive. 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. 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 wormed 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. West Lake Athletic Fields (FGCU) - Our landscape architectural and land development team worked with the University's Campus Recreation Director to masterplan a recreational sports complex on a 21-acre parcel within West Lake Village to ensure comfort and accessibility for users and spectators while adding athletic field inventory for this growing University. Design services included; concept design, site planning, graphic presentation, and cost estimating The facility improvements proposed for this complex include: five (5) regulation sized, lighted flag football fields, a 264 space paved parking lot with security gates and lighting, a centrally located pavilion with bathrooms and lockers including an over look deck onto the existing lake, a facility maintenance building with vehicle access separate from the main entry, a facility office located at the main entry, a Challenge Course (competitive obstacle course), and a fully integrated hardscape and furnishings to provide accessibility to all the recreational opportunities on site. West Villages Improvement District, North Port, FL - 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. ENGINEERING .unity/Affirmative Action Employer Collier ou nt 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 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 platting 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 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. 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. Services provided included preparation of right of way maps as well as sketch and descriptions of proposed parcel takings. Vanderbilt Beach Road Extension Wilson Boulevard to Desoto Boulevard, Collier County - Project manager for design survey perfon-ned 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. 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. 0th Street North Streetscape, City of Naples - Project manager for surveying services provided in support of a streetscape project on I Qth Street North from 7th Avenue North to Central Avenue. Services included right of way determination, and topographic surveying. PAUL LOHR, GISP GIS Professional Paul began working for Johnson Engineering in November 2000 as an engineering technician and now serves as a senior Geographic Information Systems (GIS) analyst. He is a certified GIS Professional, with a large portion of his work effort being devoted to GIS specialization including analysis, map production, data setup and management, integration of GIS and GPS hardware/software and development of web - based GIS mapping applications. Paul assisted Johnson Engineering in obtaining the ArcGIS Online Specialty certification. Paul is knowledgeable in a variety of GIS and CAD applications, including: ArcGIS Desktop, Modelbuilder, ArcGIS Server, ArcGIS iPhone/Android apps and Autodesk Map. Paul administers the company's SQL Server -based GIS relational database. He is familiar with several scripting and programming languages such as Python, VBScript, Javascript, SQL and Visual Basic. Paul also prepares agency permit drawings, processes remotely sensed data such as aerial photographs, processes UAV (drone) photographs and works with land use information. plohr@johnsoneng.com Relevant Experience 239.209.8788 SR 80 / US 27 Interchange - Crested caracara mapping and existing land use / land cover mapping. Years Experience " Big Cypress Mitigation Bank - GIS field data management using disconnected mobile 23 years devices for exotics mapping, creation of final exotics maps. McDaniels Ranch - Caracara and other GIS-based listed species mapping, existing land use Licensing & Registration / land cover and proposed development mapping. Certified Geographic Information Systems (GIS) Professional (GISP) " West Collier Basin Cumulative Impact Study (SW Hendry County area) - Modification of CompTIA A+ GIS model inputs, adjustments to and running cumulative impact model, validate model CompTIA Network+ outputs, numerous maps related to cumulative impacts. Seminole Tribe of Florida - Coordination of large-scale field effort for existing land use / Education/Training land cover mapping, area calculations and QA/QC. B.S. Computer Helms Road Extension, Hendry County - Gopher tortoise permit drawings, GIS-based Information Technology, listed species analysis, Crested cascara mapping for the project, create and maintain Hodges University ArcGIS Online -based field maps for species assessments, SFWMD and ACOE permit drawings. Embry -Riddle Aeronautical University Airport -Sears MSBU - Ongoing Crested caracara mapping, Protected Species Survey (PSS) drawings (tortoises, wading bird, Scrub jay and others), SFWMD and ACOE permit Nova Southeastern University drawings, online field maps for mobile devices (iPhone / Android). FFWCC Corbett / Hungryland Boardwalk - Protected species survey permit drawings, Bonneted bat snag mapping, online field maps. FFWCC Spirit of the Wild Office Replacement - Existing land use / land cover mapping. South Central Florida Express Citrus Rail - Existing land use / land cover mapping, SFWMD and ACOE permit drawings. Airglades to Clewiston Utilities Extension - Existing land cover / land use mapping, listed species analysis using GIS, online field maps. US Sugar Temporary Forward Pumps (analysis spans Glades Hendy and Palm Beach Counties) - Snail kite habitat analysis, Lake Okeechobee history research and mapping. C-43 West Storage Reservoir - Crested caracara mapping, creation of online field maps. Keri Road / Richard Roberts Farms - Existing land cover / land use mapping, SFWMD and ACOE permit drawings. Edison State College, Hendry County - Protected species survey permit drawings. Caloosahatchee / SR 29 Fiber-optic Aerial Crossing - Protected species survey permit drawings. Jack's Branch Mitigation Bank - Permit drawings and mitigation design. BRAD SUNDERMEIER, El Engineer Intern bsundermeier@johnsoneng.com 239.461.2467 Years' Experience I year Education/Training B.S. Civil Engineering, Florida Gulf Coast University Licensing & Registration Engineering Intern Brad has been with Johnson Engineering since May 2022. He joined the utilities department and has assisted in various projects. Whether it be something basic like contacting references or checking shop drawings, Brad is willing to assist wherever he can. He has been becoming more familiar with using InfoWater and WaterCAD for water, wastewater, and irrigation systems. Brad spends some of his days testing lift stations or ARV's to obtain the operating pressures or water level data essential to modeling and analyses. Hydraulic modeling has become an essential tool in predicting any effects of future infrastructure on existing facilities along with efficiently analyzing deficiencies within the existing system. Brad has completed various assignments for commercial and residential projects in both Lee and Collier County. Relevant Experience Broadway West, Lee County - Brad's role in this project was to document the well and septic tank locations within the area. After acquiring locations, he developed and calibrated a hydraulic model of the proposed potable water and wastewater system in InfoWater. This model included thousands of feet of water main, fire main, and force main ranging in diameter from 4 to 10 inches. Calibration of this model involved the analysis of pressure data collected from the system as well as theoretical analysis using existing water models for the entire service area of the Three Oaks WWTP. In addition, Brad also attended progress meetings, took notes, and created meeting minutes reports to be sent to the client. Trail Boulevard Water Main Replacement Phase III -IV, Collier County - This project consisted of improving the water main along Trail Boulevard by abandoning and grouting the already existing 6" water main and replacing it with 8" PVC piping. Brad helped develop the bid tabulation for the phase as well as perform hydrostatic pressure tests for the area. West Henry Boulevard, Charlotte County - The goal of this project was to replace existing mains and install new force mains along West Henry Street in Cape Coral. Along with attending some progress meetings with Dave Trouteaud, Brad assisted in creating a project itinerary for the 100 percent plans in Microsoft Project as well as create the visuals. Water System Telog Pressure Recorder Program - Upon starting at Johnson, Brad has assisted in installing approximately 10 pressure recorders on water main ARV's within the boundaries of Collier County using small recording intervals of 10 seconds to gather the most accurate data. The constant monitoring of pressure made it easy to pinpoint areas of interest and high pressures. The goal of this project was to monitor the operating pressures within the water systems across the entire County at the same exact time. This allowed us to alert the County employees during times of water main breaks and outages with enough time to lessen the negative impacts dealt to the citizens. After obtaining data, Brad then uploaded the results and created a report to send to the county. 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 1-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 Vee has 35 years of experience working on FDOT and County transportation projects located District One, Four and Five, including five years with the Florida Department of Transportat Maintenance and Construction combined. He has wormed on a wide variety of transportat improvement projects with varying degrees of complexity as project administrator, contract supp specialist and senior lead inspector. Vee currently holds, and is continuing to seek and rene numerous certifications in the Construction Training Qualification Program (CTQP) qualifications required by FDOT and FHWA. Vee is director of the CEI team. His extensive experience exter through all facets of roadway and bridge construction, project administration, and inspection in be traditional design -bid -build and design -build. Vee specializes in document control for both qua assurance and quality control testing. His previous experience as a consultant program manager u the Florida Department of Transportation (FDOT) gives him a unique perspective of the bidd process, construction techniques utilized, as well as an understanding of the maintaining agency's nee( Relevant Experience 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. 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. 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. 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 Road and Wilson at Immokalee Road. Vee is currently serving as project administrator. Colonial Boulevard (CR 884) Six Laning from 1-75 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 1-75 from four lanes to six lanes plus one ramp lane, resurfacing of 1-75 and Golden Gate Parkway, constructing four each access frontage roads, lowering and reworking north and south bound lanes of 1-75 to meet new Federal Standards for bridge clearance and constructing onsite mitigation and drainage systems including a noise wall along south bound I-75. Vee served as assistant project administrator and lead senior bridge and roadway inspector. Peace River Bridge, Punta Gorda - The 1-75 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 ENGINEERING .unity/Affirmative Action Employer WAYNE WRIGHT, PE Wayne has 41 years of experience working as an Electrical, Instrumentation & Controls (EI&C) Senior Electrical Engineer engineer. His experience includes design and implementation of power, instrumentation, process control, industrial control, systems integration and commissioning, site and process evaluations, SCADA architecture, networking, telemetry, and PLC/HMI/OIT programming. Wayne has provided control panel electrical designs for motor control, instrumentation, low gigvoltage power distribution, lighting, and lightning protection. Wayne has worked on projects with multiple disciplines in project management and project engineering roles managing project scope, schedule and budget from conceptual design through detailed design and construction completion and has provided engineer -of -record and construction observation services. Relevant Experience wwright@johnsoneng.com 239.461.2446 WWTP Switchgear, MCC & Generator Controls Upgrade, Naples, FL - Our team provided professional engineering services associated with the replacement of the Years Experience Generator # I switchgear and the Uniform Bldg. MCC and a generator control system field retrofit. 41 years WTP Switchgear, MCC & Power Systems Upgrade, Naples, FL - This project for the City of Naples Water Reclamation Facility is for the purpose of providing design services, Licensing & Registration followed by associated construction services, for the replacement of existing critical Florida Professional Engineer, infrastructure equipment which has reached the end of its useful life. License No. 58220 NESA WWTP & Booster Station Electrical Design, Collier County, FL - Collier County plans to build a Wastewater Treatment Plant (VWV-FP) and Water Treatment Plant (WTP) which will provide treatment for the Northeast Wastewater Service Area (NESA). Education/Training This NESA Interim WWTP is intended to consist of two independent 750,000 gpd B.S. Engineering (1982), interconnected units for reliability that will have a total capacity of 1.5 million gallons per Duke University day (MGD) on a Maximum Monthly Average Daily Flow (MMADF) basis and will utilize onsite rapid infiltration basins (RIBS) for effluent disposal.. Master Pump Station -104 Optimization, Collier County, FL - Our team provided professional engineering and design services for operational improvements at the Collier County Master Pump Station (MPS) MPS 104.00. The goal of this project was to develop, implement and test modifications to the existing operational control strategy for the pump station to remediate experienced operational difficulties with operation of the MPS. SCADA Communications Assessment, Pinellas County, FL - We provided Pinellas County Utilities with a SCADA Communications Assessment. They have standardized on the WONDERWARE SCADA platform. SCADA Trunking System Cellular Upgrade, Pinellas County, FL - The Pinellas County SCADA system was designed via a microwave -based analog radio trunking system communicating with several major sites at treatment plants and RTU's at 351 remote lift stations.A Wonderware System Platform Human Machine Interface (HMI) is utilized for control and monitoring. Most of the existing lift station RTUs were obsolete. The planned to convert the ana-log radio trunking system to a digital network There are very high, increasing, and unpredictable recurring annual usage fees for the microwave trunking system as well as RTU programming in -efficiencies that reduce data quality and overall performance. The planned analog -to -digital radio conversion required a substantial modification to the existing hardware and programming, so was necessary for the COUNTY to upgrade the Lift Station SCADA system. RICK DANIELS, PSM Rick joined Johnson Engineering as a survey technician in 2013 after 18 years of surveying in the public Professional Surveyor & and private sector, working in the field and office. He started in the U.S. Army as a construction surveyor. Mapper 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 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 rdaniels@joh locations, preparing a digital terrain model, and boundary survey for 4+ miles of roadway. 39.461g. 465 239.461.2465 University Plaza West, Lee County - Rick was responsible for preparing construction Years Experience layout calculation drawings, computing field stake out points and preparing various sketch 32 years and descriptions for the project. Bridgetown, Lee County - Rick was responsible for preparing construction layout Licensing & Registration calculation drawings, computing field stake out points, preparing various sketch and Florida Professional Surveyor & descriptions, and preparing subdivision plats for the project. Mapper, License No. LS7229 " Hopedelagee Ranch, Hendry County - Rick was responsible for preparing a boundary License Acquired: 3/ 13/2019 survey for a 7,800 acre parcel. SE Renewable Fuels, Hendry County - Rick was responsible for creating a base map from Education/Training field locations and preparing a digital terrain model for the site. B.A. Geography University of South Hilliard Parcel, Hendry County - Rick prepared a 300+ acre boundary survey including Florida the preparation of several easement sketch and descriptions. Florida Power & Light Company Right -of -Way Acquisition, Charlotte & Lee County - A.A. Edison State Rick was responsible for preparing right-of-way parcel maps of 70+ miles of transmission College lines for acquisition by the client. U.S. Army Engineer School Micco Bluff Road, Okeechobee County - Rick was responsible for creating a base map Construction Survey Course from field locations and preparing a digital terrain model for 2.4+ miles of roadway. Orangetree Utility Site, Collier County - Rick was responsible for preparing a boundary Autocad Civil 3D 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. NSPS/ACSM Sponsored Certified Survey Technician, Levels 11, III Certifies JOHN CURTIS, CSE jcurtis@johnsoneng.com 239.461.2462 JEI Years Experience 26 years Other Firm Experience 0 years Education/Certifications B.A. Biology (1994), Rollins College Certified Senior Ecologist, Ecological Society of America FAA Qualified Airport Wildlife Biologist (FAA A/C 150-5200- 36A) Crested Caracara Qualified Observer, USFWS Florida Bonneted Bat Qualified Acoustic/Roost Surveyor, USFWS Authorized Gopher Tortoise Agent, FWC (GTA-09-00137) Bun -owing Owl Registered Agent, FWC (RAG-18-00073) Florida Forest Service 5-130 & 5-190 Training Professional Affiliations Florida Association of Environmental Professionals (Past Treasurer) Ecological Society of America Estero Bay Agency on Bay Management John joined Johnson Engineering in 1997 as an ecologist. His duties include all aspects of state, federal and local environmental resource permitting, wetland determinations, environmental impact surveys and assessments, mitigation plan design and construction oversight, wildlife surveys, endangered species relocation, expert witness testimony, avian flight pattern monitoring, habitat mapping, FDOT biological assessments, and protected species and mitigation monitoring reports. John is an Authorized Gopher Tortoise Agent by the Florida Fish and Wildlife Conservation Commission. In June 2013, John met the qualifications established by the Board of Professional Certification of the Ecological Society of America to become a Certified Senior Ecologist. In May 2016, John also met the education, training and experience requirements as stipulated under Federal Aviation Administration (FAA) Advisory Circular 150/5200-36A to be classified as a Qualified Airport Wildlife Biologist. Relevant Experience City of Cape Coral Southwest 6&7 Utilities Expansion Project, Cape Coral - Performed all environmental and threatened/endangered species permitting required for the Southwest 6&7 Utilities Extension Project. This project involved preparation of management plans to allow work within five different bald eagle nest management zones, relocating gopher tortoises, securing a Migratory Bird Nest Removal Permit for burrowing owls, bald eagle monitoring, and state/federal wetland permitting to allow for multiple aerial utility crossings. Gasparilla Island Water Authority, Charlotte County - Performed wetland delineation, habitat mapping, protected species surveys, environmental permitting, wood stork prey base assessment, mitigation assessment for the installation of a new 12-inch water main in Gasparilla Sound via subaqueous directional drill to avoid impacts to mangroves and sea grasses. The project also affected a federal navigation channel, requiring Section 408 permitting by the Army Corps of Engineers Jacksonville office. Green Meadows Water Treatment Plant Expansion, Lee County - Performed wetland delineation, habitat mapping, protected species surveys, environmental permitting, wood stork prey base assessment, mitigation assessment and construction observation services for the expansion of the existing facility to a new 10 million gallon per day plant. This project also included construction of a raw water transmission main, a Class I Industrial Deep Injection Well and improvements to a 5 mile long wellfeld access road. City of Cape Coral FGUA Transmission Main Extension, Cape Coral - Performed all threatened/endangered species surveys and environmental permitting required for numerous canal crossings. Key elements on this project involved conducting alternatives analysis studies and innovative project design modifications, which allowed the project to avoid U.S. Army Corps of Engineers permitting and maintain construction schedules. Peace River Manasota Regional Water Supply Authority, Desoto County - Conducted wetland and habitat mapping, benthic survey, listed species survey and state and federal environmental resource permitting. Helms Road Extension, Hendry County - Served as lead ecologist, overseeing gopher tortoise surveys, permitting and relocation for over 50 burrows. Conducted surveys, prepared management plan, and obtained Incidental Take Pen -nit from FWC for Big Cypress fox squirrel. Airport Sears MSBU Drainage Improvements, Hendry County - Served as lead ecologist for the project, which required SFWMD and USACE permitting, Section 7 consultation with USFWS and coordination with FWC staff on multiple state and federal listed species. Wildlife surveys entailed gopher tortoise surveys per FWC Guidelines and four (4) seasons of crested caracara nesting season surveys to date in accordance with USFWS protocols. Tippen Bay Water Storage Facility, Charlotte and Desoto Counties - Conducted habitat mapping, wetland and protected species assessment and wetland impact and mitigation analysis using UMAM for a potential ±20,000 acre, 15MGD water storage facility. The site was also evaluated for its potential to provide regional wetland mitigation credits and listed species conservation banking opportunitiesBabcock Ranch, Lee & Charlotte Counties - Protected species surveys, wetland jurisdictional determinations, multiple gopher tortoise relocations, caracara surveys. ENGINEERING .unity/Affirmative Action Employer I. Ability of Professional Personnel Justin A. Frederiksen, P.E. Senior Project Manager Education • Bachelor of Science, Civil Engineering, University of Florida Professional Registrations/ Affiliations • Professional Engineer (PE), State of Florida, License # 66068 WGradyMinor Mr. Frederiksen is a vice president with over 20 years of engineering and utility management experience in the State of Florida. His Florida engineering experience includes design analysis, permit and construction management and inspection; technical report writing, plans development, and utility management with focus in SW Florida. He has worked with Collier County, Lee County, Charlotte County, Desoto County, City of Naples, City of Cape Coral, City of Bonita Springs, City of Fort Myers, City of Punta Gorda, City of Sanibel, FDEP, SFWMD, Florida Department of Corrections, Gateway Services Community Development District, and Marion County on various projects. Mr. Frederiksen has served as Project Manager on a wide variety of Municipal Projects which required services including the preparation of master planning documents, preparation of engineering designs, plans and specifications, project permitting, bidding assistance and selection of contractors, administration and observation of construction contracts, project start-up, and construction engineering inspection (CEI). In his previous capacity as the Deputy Director for the City of Naples, Mr. Frederiksen performed rate studies, annual reports of Utility Operations, grant/loan program administration, and assisted in developing and administering the City of Naples Utility Standards, Utility Department annual budgets, and standard utility policies. RELEVANT PROJECTS • I-75 & Collier Boulevard Utility Relocation Project Design -Build • City of Naples Wastewater Pump Station Improvements, 5 rehabs and 5 new PSs • Collier County Naples Park Public Utility Renewal over 10 miles of water, wastewater, stormwater, and roadway improvements • Collier County Goodland Drive Water Main Replacement • Collier County Wastewater Pump Station Improvements, 9 rehabs and 2 new PSs • Collier County Addition of Emergency Power Generators to 14 Lift Stations • Collier County Barron Collier High School water system improvements • Bonita Springs Utilities Sungate Villas Wastewater Gravity Sewer Expansion • Bonita Springs Utilities El Dorado Acres Water Main Looping • Bonita Springs Utilities Maiden Lane Water Main Extension • DeSoto County Water and Wastewater System Improvements (CEI for over 25 miles of water and wastewater improvements) • City of Naples Reclaimed Water System Expansion • City of Naples Aquifer Storage and Recovery Well System • City of Naples Golden Gate Canal Supplemental Water Supply • City of Naples Raw Water Main Replacement • City of Naples Royal Harbor Fire Flow Improvements • City of Cape Coral Nicholas Parkway West Waterline Replacement (7,000 feet) • City of Cape Coral Galvanized Waterline Replacement (7 miles) • City of Fort Myers Wastewater Force Main Transfer • City of Punta Gorda Modification and Refurbishment of Reclaimed Water Holding Ponds • DeSoto County Improvements to WWTP Influent Screen Piping • Florida Department of Corrections, Lowell Reception Center of over 2 miles of potable water main and a new 1.75 MGD water treatment plant Q. Grady Minor & Associates, P.A. Civil Engineers • Surveyors • Land Planners • Landscape Architects ENGINEERING .unity/Affirmative Action Employer IVAN F. SOKOLIC P.E. SENIOR PROJECT ENGINEER ARDAMAN & ASSOCIATES, INC., FT. MYERS EDUCATION M.S. Civil Engineering, University of South Florida, 2003 B.S. Civil Engineering, P. Universidad Catolica del Peru, 2000 REGISTRATION I PROFESSIONAL AFFILIATIONS Professional Engineer, Florida, No. 64114, 2006 Member, American Society of Civil Engineers Member, Florida Engineering Society EXPERIENCE Mr. Sokolic has 22 years of experience in management, design, and construction of engineering projects. He has held positions in the private and public sectors, including eight years with the Florida Department of Transportation (FDOT). He has extensive knowledge of transportation standards, concepts, practices, and procedures, as well as geotechnical engineering, pavement evaluation, materials testing, and construction engineering and inspection (CEI). His project experience includes foundation design recommendations and materials testing evaluation for industrial, commercial, and residential low to high-rise structures, transportation facilities, water and wastewater treatment facilities, park and recreation facilities, and mining activities. As Branch Manager of the Ft. Myers office, he supervises a team of engineers, scientists, technicians, inspectors, drillers, and administrative personnel. His responsibilities include determining and performing the scope of services for quality control/quality assurance, construction materials and testing, and geotechnical projects. Mr. Sokolic currently serves as project manager for FDOT, city, county, and continuing services agreements for geotechnical and materials testing services. The following items describe part of his project experience FDOT Districts One and Seven, District Geotechnical Office, FL As the Assistant District Geotechnical Engineer for FDOT Districts One and Seven from 2011 to 2014, Mr. Sokolic was responsible for the staff in the geotechnical section at the District Materials and Research Office. He served as the Geotechnical Engineer with oversight, direction and involvement in Geotechnical Consultant Project Management in the coordination of geotechnical work. Performed field inspections on ongoing projects. Provided technical expertise to the District Design, Construction, and Maintenance offices. Oversaw the development of foundation designs and recommendations for all major and minor bridge construction projects in the 17 counties in Districts One and Seven. Coordinated with FDOT State Geotechnical Engineer on acceptable bridge foundation investigations, analysis and designs. Coordinated with Construction Engineer and Resident Engineers regarding application and implementation of geotechnical recommendations. Prepared, oversaw and reviewed geotechnical reports, geotechnical submittals, and engineering analysis reports. Coordinated and reviewed field work to verify compliance with governing procedures and engineering requirements of structures. FDOT District One, Geotechnical & Materials Testing & Inspection, Continuing Services Contract, FL As a consultant, Mr. Sokolic has managed several geotechnical, materials testing, and pavement evaluation contracts with FDOT including the current $5 million CA509 contract to support the Department with geotechnical, coring, and materials testing activities for projects throughout the 12 counties part of District One. Evans Ave. (SR 739) from Hanson St. to SR 82, Lee County, FL Responsible for the performance of quality control testing of this 1.3 miles long milling and resurfacing and realignment roadway construction project located in the City of Fort Myers. JENGINEERING Equal Opportunity/Affirmative Action Employer Kris Cella Cella Molnar & Associates, Inc. Expertise Ms. Cella has over 34 years of experience which uniquely qualifies her in developing and implementing very successful, comprehensive large-scale public involvement programs during planning, design and construction phases for infrastructure projects. Ms. Cella's expertise in conducting public involvement programs is successfully used to gain acceptance of new projects from affected individuals and special interest groups. Projects have ranged from new developments to facility expansion programs to large-scale transportation projects. Education B.A., Geography (emphasis in regional land development), University of Arizona, 1979 Key Projects SR 60 Resurfacing and Median Modifications from Diesel Road to Hillsborough County Line, Polk County — Public Involvement Project Manager for the design project to resurface the roadway and modify medians for 5.3 miles on SR 60. Major duties consisted of holding a public hearing according to FDOT guidelines and state statutes. This included creating and mailing a newsletter, drafting notifications for elected officials and local agencies, generating project mailing lists and producing and publishing legal display and Florida Administrative Register advertisements. Other duties include creating a project display board and a project PowerPoint presentation for the hearing. US 41 Resurfacing Project from 301 Boulevard to 23rd Avenue, Bradenton, Florida — Public Information Officer for the Community Awareness Program for this intersection improvement project. Crews are removing existing pavement and resurfacing the roadway. Work also included replacing existing signals on US 41 with new signals at the 301 Boulevard, 30th Avenue and 26th Avenue intersections. Community awareness duties included coordination with area residents, businesses, media and local government agencies affected by the reconstruction. Community Awareness Program conducted for the Florida Department of Transportation, District One. 81 Avenue West Pedestrian Safety Improvements from 141 Street West to 91 Street West, Bradenton, Florida - Public Involvement Manager for the current design project to install pedestrian medians and crosswalks. Public involvement duties included a public hearing and all required notifications including legal display advertisement, advertisement in the Florida Administrative Register and a flyer invite to property owners. Public hearing tasks also included securing of a meeting facility and court reporter, drafting of a media release, creation of a hearing slideshow and handout, as well as all hearing collaterals. Duties also included drafting public and elected official notification letters and compiling mailing lists for the project. US 41 Project Development and Environment Study, Collier County, Florida — Task manager for the Public Involvement Program for the Florida Department of Transportation's study to widen US 41 from CR 951/Collier Boulevard to CR 92/San Marco Road in Collier County. Responsibilities included coordinating all aspects of the Public Involvement Program including newsletters, workshops and a public hearing. DBE Certified Company Website: www.cella.cc ENGINEERING .unity/Affirmative Action Employer ENGINEERING While Johnson Engineering is not a FLOR IDA DEPARTMENT of M ANAGEMENT SE RVICE5 Minority Business Enterprise (MBE), office �� of supplier we take great pride in being an equal opportunity employer and having a DIVERSITY federally approved affirmative action We serve those who serve Florida plan. Our goal is to establish a team in the best interest of Collier County while maintaining the standard of quality demanded. We are committed to promoting other MBEs and have included Cella Molnar & Associates, Inc. on our team. Equal Opportunity/Affirmative Action Employer Johnson Engineering is an Equal Employment Opportunity and Affirmative Action Employer and seeks to recruit qualified women, qualified minorities, qualified individuals with disabilities and qualified protected veterans. It is the policy of Johnson Engineering not to discriminate against any employee or applicant for employment based on race, gender, age, disability or national origin or because he or she is a qualified individual with a disability, a disabled veteran, a newly separated veteran, a campaign veteran or an armed forces service medal veteran. Woman Business Certification Cella Molnar & Associates, Inc. Is cert fled under the prwisims of 287 and 295.187, Florida Statutes, for a period from: 09/29/2023 09/29/2025 P — I. Todd Inman Florida Dcpamncnt of Managnncnt Scrviccs vmceasuvWlero ndv Dow r I —de wax %" 3so �'gy Tallah-. FL 323 rippu �lwo�xlxi u •iw(rixi;lxn�ls fl�;i • SIIFRLIER RIVERSRY wxxa�,:.n,.,ne.lddm��d TAB 3 ENGINEERING RELEVANT TASKS TO THIS RFP Hydraulic Modeling (�) with Field Calibration Pipeline Design (), Sidewalks () Public Outreach () MOT() SUE (V?) Directional Drilling (.f) Alignment Analysis (4f,6 Environmental Permitting (4f) * Reference sheet included at end of this tabbed section. Our team has performed hundreds of utility projects in Southwest Florida, including many in Collier County. Our portfolio includes small, street -scale projects and large projects consisting of thousands of feet of utility mains. Our past performance is the result of a thoughtful approach to these critical components of successful projects: Technical Expertise: Our team has an extensive portfolio of technical capabilities. Highlights include utilizing deployable data collectors to monitor system pressures, monitoring water flows over extended periods, SUE, hydraulic modeling with extended period simulations and seasonal and diurnal water demand patterns. Community Involvement: We utilize Cella Molnar & Associates as a subconsultant to handle public information and community involvement aspects of projects. We have worked together for more than 20 years on many projects. Typical activities include preparing mailers and doorhangers, holding public meetings, setting up project information websites, placing informational signs, and providing a single -contact venue for the public to report issues during construction. Different projects require different approaches to community involvement, and we will develop tailored solutions for this project. Project Delivery: Our team ensures timely completion of all project documents, including plans, specifications, bid documents, permit applications, etc. We have a thorough understanding of Collier County's requirements to ensure project documents conform to the County's standards. QualityAssurance / Quality Control: Providing a quality design is critical for successful projects. We perform multiple in-house reviews, bringing in experts from our various disciplines, to ensure athorough and complete design.We will also have our subconsultant GradyMinor provide QA / QC during the design phase. Minimizing Change Orders: We understand the inconvenience of change orders that are not owner -directed. Change orders occur when unanticipated conditions are encountered during construction. We develop a holistic understanding of project requirements to help avoid surprises during construction. In some cases, change orders arise in response to project enhancement opportunities.We help our clients evaluate and capitalize on these opportunities, including preparing forms and providing documentation. COLLIER COUNTY UTILITIES - Northeast Service Area (NESA) Interim Wastewater Treatment Plant Johnson Engineering is a member of a design -build team that is constructing an interim wastewatertreatment 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. This project also includes a public relations campaign headed up by Cella Molnar. The project is expected to be completed in 2024 at a cost of approximately $75 million. 3. Past Performance COLLIER COUNTY - Golden Gate Water Main Interconnects RELEVANT TASKS TO THIS RFP: In 2018, the Johnson Engineering team was tasked with expediting design and fast tracking permitting Hydraulic Modeling () for the Golden Gate Water Main Interconnects project that would allow the County to be ready for with Field Calibration connections to the Golden Gate water system immediately upon purchase of the system from the Pipeline Design () Florida Governmental Utility Authority (FGUA). This would also allowthe Countyto decommission Sidewalks (4f) the existing Golden Gate Water Treatment Plant and supply Golden Gate City from the County's water system. The project included connections along CR95 I at Green Boulevard, along Santa Public Outreach Barbara Boulevard at 32nd Avenue Southwest, and finally along Tropicana Boulevard through the MOT() Golden Gate High School property at 32nd Avenue Southwest where close coordination with SUE (*�) Collier County Public School staff was crucial for a successful project. These projects included Directional Drilling () installing the new water mains via directionally drilling the mains under the Golden Gate canal, which YO) required environmental resource permitting through the Alignment Analysis ( FDEP and right-of-way permitting through the SFWMD. Environmental Permitting (f) These projects also entailed sizing and selecting specialized Pressure Reducing Valves and Pressure Relief Valves at each connection point to allow the County to control the operating pressure in the Golden Gate Water System to avoid any negative ramifications caused by the higher water system pressures. All three connections were designed, permitted and constructed in time to allow for successful connections upon purchase of the system. CITY OF CAPE CORAL - Southwest 6 & 7 Utility Expansion Project Areas 1&2 RELEVANT TASKS TO THIS RFP: This project included utility improvements to approximately 1,100 existing residential properties in Hydraulic Modeling () Cape Coral. Design included approximately 53,000 linear feet of gravity sewer main, 56,000 linear with Field Calibration feet of potable water main, 58,000 linear feet of irrigation main and 5,400 linear feet of storm Pipeline Design () drain improvements. Johnson Engineering provided surve desi n ermittin h draulic modelin Sidewalks () bidding assistance and construction phase services. Johnson Engineering also assisted Public Outreach (" f) the City with public awareness by attending MOT (f) meetings with residents and responding to SUE (f?) their concerns during construction. Directional Drilling (4f) Alignment Analysis (4f) - Environmental Permitting (,f) RELEVANT TASKS TO THIS RFP: LEE COUNTY - Ben Hill Griffin/Alico Force Main, Potable Water Main & Reuse Main Hydraulic Modeling This project included the hydraulic analysis, design, permitting, bidding and construction phase with Field Calibration () services for a proposed force main that falls within the Three Oaks Wastewater Treatment Plant Pipeline Design (4f) (WWTP) service area. The initial hydraulic analysis included the development of a unique approach Sidewalks () 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 Public Outreach (-If) Griffin Parkway and Alico Road totaling approximately 3.4 miles of 16-inch and 12-inch force main. MOT (kf- ) The proposed force main will supplement the existing served parcels with extra capacity and extend SUE (�) along Alico Road for future connections. In addition, this project included the design and permitting for a proposed 36-inch potable water main and 12-inch reuse main for approximately 9,400 linear Directional Drilling feet. The water and reuse mains were designed in conjunction with the roadway widening ofAlico Alignment Analysis () Road. Environmental Permitting (4f) 15 ENGINEERING .unity/Affirmative Action Employer C,ollier Countu RELEVANT TASKS TO THIS RFP: Hydraulic Modeling with Field Calibration Pipeline Design () Sidewalks (4f) Public Outreach 0 MOT (4f) SUE (,f) Directional Drilling (4f) AlignmentAnalysi9 ('f) Environmental Permitting (4f) RELEVANT TASKS TO THIS RFP: Hydraulic Modeling with Field Calibration 0 Pipeline Design (�) Sidewalks 0 Public Outreach MOT(f) SUE (f) Directional Drilling (,f) Alignment Analysis (4f) Environmental Permitting (4f) RELEVANT TASKS TO THIS RFP: Hydraulic Modeling with Field Calibration 0 Pipeline Design () Sidewalks ( ) Public Outreach MOT() SUE (,f) Directional Drilling ("?) Alignment Analysis ( ) Environmental Permitting () * Reference sheet included at end of this tabbed section 13. Past Performance COLLIER COUNTY - NCWRF - 24-inch Irrigation Quality Water Main This project included survey, a route analysis, design, permitting, bidding assistance and construction administration services for a proposed 5,000 LF of 24-Inch irrigation quality water main and 4,400 LF of directional drills. This project consisted of seven directional drills to avoid impacts to roadways and a detention pond. This main is installed through an active construction site. Arthrex is expanding their campus. Coordination with them was critical. Construction is still active. L. - COLLIER COUNTY - 36-inch Golden Gate Canal HDD This project was performed for Collier County Public Utilities. The purpose of the project was to replace an aging concrete pipe water main aerial crossing. It consisted of design and permitting of a 700-foot 36- inch directional drill underneath the Golden Gate Canal and adjacentto CR-95 1. Ourteam was ableto expedite design of this project to meet the County's schedule. Johnson Engineering provided design, permitting, construction administration, and project close-out services. COLLIER COUNTY - Hickory Road Water Main Extension and Carica Booster Pump Station Improvements This project consisted of improvements to the existing yard piping configuration ranging from 12-inch up to 48-inch diameter at the Carica Water Booster Pump Station, including a new 30-inch above ground valve control assembly that included electrical improvements and SCADA network integration, and approximately 4,700 feet of new downstream 20-inch diameter transmission water main pipeline that was installed through an existing residential neighborhood and included an 18-inch diameter directional drill crossing underneath State Road 45 (US-41). The project also included the installation of fire hydrants, valves, connections to existing systems, abandonment of the existing water mains, and restoration to all disturbed areas including residential driveways. Johnson Engineering performed project management, surveying and SUE, design, permitting, bidding, and construction administration services for Collier County, and coordinated work efforts with County and contractor staff, residences in the community, and FDOT staff The project was completed within the schedule and budget.This project was unique in that a specific construction sequencing plan was required due to the configuration of the site piping, the high demand for the booster pump station, and the deficiencies with the existing valves, to ensure water main shutdowns were minimized, and to allow for the construction of future phases.The design team worked closely with the Contractor to ensure specific tasks could be completed during the anticipated shutdown windows. r ---7 COLLIER COUNTY - Vanderbilt Drive Watermain Replacement RELEVANT TASKS TO THIS RFP: This project consisted of the replacement of approximately 16,000 linear feet of 8" and 4" water Hydraulic Modeling O main in Collier County along Vanderbilt Drive and finger streets between Vanderbi It Beach Road and with Field Calibration Immokalee Road. Key design elements included identifying an alignment within congested rights of Pipeline Design () way that would accomplish project goals while Sidewalks minimizing impacts to the existing residents and Public Outreach allow the existing asbestos cement (AC) water t' main to remain in service during construction. MOT (i) Design also included provisions to remove the SUE (4f) entire AC water main once the new system Directional Drilling O was in service. Johnson Engineering provided AlignmentAnalysi9 ( ) the survey, design, permitting and bidding service for this project. Environmental Permitting (4f) RELEVANT TASKS TO THIS RFP: Hydraulic Modeling with Field Calibration Pipeline Design () Sidewalks (4f) Public Outreach (7-7) MOT (4f) SUE (t) Directional Drilling (4f) Alignment Analysis (t) Environmental Permitting (4f) RELEVANT TASKS TO THIS RFP: Hydraulic Modeling with Field Calibration Pipeline Design () Sidewalks () Public Outreach () MOT ( ) SUE () Directional Drilling (�) Alignment Analysis (� ) Environmental Permitting (4f) BONITA SPRINGS UTILITIES - Priority Water Main Replacement This project consisted of the replacement of approximately 75,000 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'" r 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. COLLIER COUNTY - Naples Park 91st & 92nd Water Main Replacement This project consisted of replacing approximately 10,000 feet of 8-inch and 12-inch water mains along 91 st and 92nd Streets located in Naples Park. Our team identified alignments within congested neighborhood ROWs that minimized impacts on residents and —' allowed existing asbestos -cement (AC) water mains to remain in service during construction. The design also included "' F provisions to remove the entire water main once the new system was placed in service. Johnson Engineering provided the survey, design, permitting, bidding services, and construction administration forthis project. RELEVANT TASKS TO THIS RFP: Hydraulic Modeling with Field Calibration 0 Pipeline Design () Sidewalks ( ) Public Outreach () MOT 4 SUE (f) Directional Drilling () Alignment Analysis () Environmental Permitting (4f) RELEVANT TASKS TO THIS RFP: Hydraulic Modeling (�) with Field Calibration Pipeline Design (�) Sidewalks ('14f) Public Outreach (Af) MOT() SUE () Directional Drilling () Alignment Analysis (4f) Environmental Permitting ('f) COLLIER COUNTY - Naples Park 91th Avenue Water & Sewer Main Replacement This project consisted of the replacement of approximately 1,400 linear feet of 8" water main and 8" gravity sewer main in Collier County along 97th Avenue between 7th and 8th Streets located within the Naples Park area. Key design elements included identifying an alignment for the water main within congested rights -of -way and replacing the gravity sewer in the same place that would accomplish project goals while minimizing n 7ixi flbh'A 51 ,il,r fi:i,! impacts to the existing residents and allow the existing �.,,,.,.k,,,..n<•.rl.,,., asbestos cement (AC) water main and sewer system to,:: remain in service during construction. Design also included provisions to remove the entire AC water main once the new system was in service and replacing the entire roadway after sewer construction. Johnson Engineering provided the survey, design, permitting, dewatering permit and bidding service for this project. LEE COUNTY - RSW 24" Water Transmission Line from Fiddlesticks to Old Gladiolus This project consisted of the design of approximately 25,000 linear feet of 24" water main for Lee County from Fiddlesticks to Old Gladiolus. Project included performing a route analysis '�'�W Kit RTRAN5p,l531,, that consisted of preparing an alignment matrix that compared t"�1U ClMlOLL11 SXj cost, community impacts, easement acquisition, maintenance, AMGNnfFNTMATRUX environmental impacts and potential forfuture connections for AN.41.Y519 twelve different alignments. Design also included calculations for several 30" directional drills to cross under U.S. 41 just SLEECo south of Six Mile Cypress Parkway, Metro Extension and the South Conveyance Channel. We also mapped the rock depth along the entire water main alignment using in-house SUE capabilities.The rock was mapped approximately every 500 feet and gave the potential bidders a comprehensive WIN . understanding of the subsurface conditions. ® I CITY OF BONITA SPRINGS - Hickory Boulevard Water Main RELEVANT TASKS TO THIS RFP: This project consisted of replacing approximately 12,500 Hydraulic Modeling linear feet of 16" water main in Bonita Springs along with Field Calibration Hickory Blvd from Bonita Beach Road to Estero Blvd. Pipeline Design (4f) Due to limited available right way, the project required a design that limited disturbance to the local residents, Sidewalks () maintained traffic flow, maintained bike path access and Public Outreach () limited removal of existing landscaping. Through frequent MOT (f) coordination meetings with residents and Lee County the SUE ( q) project was successfully completed with minimal complaints. Johnson Engineering provided the survey, design, permitting, Directional Drilling (f) bidding services and construction management. Alignment Analysis (f) Environmental Permitting (f) Collie-P ountJEL 13. Past Performance RELEVANT TASKS TO THIS RFP: CITY OF FORT MYERS - Coronado Force Main This project included the replacement of a wastewater force main to allow the City of Fort Myers Hydraulic Modeling Field Calibration the option to send wastewater flow to either the South or Central treatment plants. Project also with Pipeline Design included improvements to adjacent potable water, gravity sewer, sidewalks, and drainage s Sidewalks () systems. Overall, approximately 4,700 feet Public Outreach (") of 12-inch to 18-inch force main of which MOT () 600 feet was directionally drilled under US - 41; 1,300 feet of gravity sewer; rehabilitation SUE () of three lift stations; 4,000 feet of storm Directional Drilling () mains; 4,300 feet of Swale reconstruction; Alignment Analysis ('f) and approximately 1.5 miles of new sidewalk. Environmental Permitting (f) This project included a second phase for improvements to the Coronado Public Park. Johnson Engineering provided the hydraulic OC"- analysis, survey, design, landscape permitting, architecture, bidding, and construction administration. CITY OF CAPE CORAL - Palm Tree Boulevard Force Main, Potable Water Main, Storage RELEVANT TASKS TO THIS RFP: & Re -Pumping Facility Improvements Hydraulic Modeling () with Field Calibration This project included the route analysis, design and permitting of water main improvements Pipeline Design servicing south Cape Coral. The goal of this project was to maximize the use of the existing Palm Tree Storage Facility. Phase I consists of the desi in, ermittin and construction of a roximatel Sidewalks 9,000 linear feet of 20-inch force main and Public Outreach 20-inch water main that will be directed to the tank, Phases 2 and 3 consist of MOT ('if) approximately 13,400 linear feet of 12-inch SUE (11f) water main that will assist the distribution of Directional Drilling (4f) water. Johnson Engineering was responsible Alignment Analysis () forthe environmental permitting and species Environmental Permitting (4f) management for all three phases. In addition, - review of the existing onsite pumps, valves and instrumentation was performed and upgraded as necessary. Also part of the - g design included 1,800 linear feet of 36-inch directional drill and 600 linear feet of 24-inch directional drill. Collier ou nt RELEVANT TASKS TO THIS RFP: Hydraulic Modeling (4f) with Field Calibration Pipeline Design (4f) Sidewalks (f) Public Outreach (f ) MOT (if) SUE (4f) Directional Drilling (4f) Alignment Analysis (4f) Environmental Permitting (4f) RELEVANT TASKS TO THIS RFP: Hydraulic Modeling with Field Calibration Pipeline Design (Af-) Sidewalks () Public Outreach () MOT() SUE (4) Directional Drilling ('9f) Alignment Analysis (4f) Environmental Permitting (41f) 3. Past Performance LEE COUNTY UTILITIES - Ben Hill Griffin/Alico Force Main 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 (VW\/TP) 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 Three Oaks WWTP service area was broken down into six individual sub -basins to be analyzed. Over 130 lift stations were visited and tested during the calibration process. In addition, 32 locations were used to collect pressure l� ar !�1 S� ,!� R•� f data during the testing process. All of the collected data was implemented into the InfoWater model to assist in the calibration effort. 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. FORT MYERS BEACH - Phase I Utility Improvements This project consisted of 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 provided solutions to meet the challenge of construction through narrow ROWS while maintaining access and appearances during the important tourist season. To minimize impacts, directional drilling was utilized along Bay Beach Lane for approximately 10,000 linear feet. We provided survey, design, water main permitting, environmental 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 aided with responding to any concerns raised by residents or businesses. Cv xer C014MY Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REO UIRED REFERENCE) Solicitation: Design Services for Transmission Water Main Improvements, RPS No. 23-8193 Reference Questionnaire for: Johnson Engineering, Inc. (Name of Company Requesting Reference Information) Michael Dickey, PE (Name of Individuals Requesting Reference Information) Name: Mr. Benjamin N. Bullert, PE (Evaluator completing reference questionnaire) Email: Benjamin.Bullert@colliercountyfl.gov FAX: n/a Company: Collier County Public Utilities (Evaluator's Company completing reference) (239) 252-2583 Collier County has implemented a 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/indivdival 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: Project Budget: Hickory Water Main Improvements $1.3 million (construction cost) Completion Date: 2021 Project Number of Days: 270 Item Criteria Score (must be completed) 1 Ability to manage the project costs (minimize change orders to scope). 10 2 Ability to maintain project schedule (complete on -time or early). 10 3 Quality of work. 10 4 Quality of consultative advice provided on the project. 10 5 Professionalism and ability to manage personnel. 10 6 Project administration (completed documents, final invoice, final product turnover; invoices; manuals or going forward documentation, etc.) 10 7 Ability to verbally communicate and document information clearly and succinctly. 10 8 Abiltity to manage risks and unexpected project circumstances. 10 9 Ability to follow contract documents, policies, procedures, rules, regulations, etc. 10 10 Overall comfort level with hiring the company in the future (customer satisfaction). 10 TOTAL SCORE OF ALL ITEMS 100 Cv xer C014MY Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REO UIRED REFERENCE) Solicitation: Design Services for Transmission Water Main Improvements, RPS No. 23-8193 Reference Questionnaire for: Johnson Engineering, Inc. (Name of Company Requesting Reference Information) Michael Dickey, PE (Name of Individuals Requesting Reference Information) Name: Ms. Corinne Trtan Company: Collier County Public Utilities (Evaluator completing reference questionnaire) (Evaluator's Company completing reference) Email: corinne.trtan@colliercountyfl.gov FAX: (239) 252-5378 Telephone: (239) 252-4233 Collier County has implemented a 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/indivdival 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: NESA Wastewater Treatment Plant Project Budget: $70 million D/B (construction) Completion Date: Ongoing Project Number of Days: 2019 - Currently Ongoing Item Criteria Score (must be completed) 1 Ability to manage the project costs (minimize change orders to scope). 10 2 Ability to maintain project schedule (complete on -time or early). 10 3 Quality of work. 10 4 Quality of consultative advice provided on the project. 10 5 Professionalism and ability to manage personnel. 10 6 Project administration (completed documents, final invoice, final product turnover; invoices; manuals or going forward documentation, etc.) 10 7 Ability to verbally communicate and document information clearly and succinctly. 10 8 Abiltity to manage risks and unexpected project circumstances. 10 9 Ability to follow contract documents, policies, procedures, rules, regulations, etc. 10 10 Overall comfort level with hiring the company in the future (customer satisfaction). 10 TOTAL SCORE OF ALL ITEMS 100 Co xer C014"ty Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: Design Services for Transmission Water Main Improvements, RPS No. 23-8193 Reference Questionnaire for: Johnson Engineering, Inc. (Name of Company Requesting Reference Information) William Saum, PE (Name of Individuals Requesting Reference Information) Name: Mr. Danny Williams Company: City of Clewiston (Evaluator completing reference questionnaire) (Evaluator's Company completing reference) Email: danny.williams@clewiston-fl.gov FAX: (863) 983-3406 Telephone: (863) 983-1454 Collier County has implemented a 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/indivdival 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: USACE Septic to Sewer Conversion Project Budget: $886,630 (Construction Cost) Completion Date: January 2023 Project Number of Days. 365 Item Criteria Score must be completed) 1 Ability to manage the project costs (minimize change orders to scope). 10 2 Ability to maintain project schedule (complete on -time or early). 10 3 Quality of work. 10 4 Quality of consultative advice provided on the project. 10 5 Professionalism and ability to manage personnel. 10 6 Project administration (completed documents, final invoice, final product turnover; invoices; manuals or going forward documentation, etc.) 10 7 Ability to verbally communicate and document information clearly and succinctly. 10 8 Abiltity to manage risks and unexpected project circumstances. 10 9 Ability to follow contract documents, policies, procedures, rules, regulations, etc. 10 10 Overall comfort level with hiring the company in the future (customer satisfaction). 10 TOTAL SCORE OF ALL ITEMS 100 • Co ter COUV .ty Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REO UIRED REFERENCE) Solicitation: Design Services for Transmission Water Main Improvements, RPS No. 23-8193 Reference Questionnaire for: Johnson Engineering, Inc. (Name of Company Requesting Reference Information) William Saum, PE (Name of Individuals Requesting Reference Information) Name: Mr. Shon Fandrich, PE (Evaluator completing reference questionnaire) Email: Shon.Fandrich@colliercountyfl.gov FAX: Company: Collier County (Evaluator's Company completing reference) 239-315-2181 Collier County has implemented a 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/indivdival 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: Carica Water Booster Pump Station Project Budget: $149,214.00 (Design/CA) Completion Date: September 2020 Project Number of Days: ME Item Criteria Score (must be completed) 1 Ability to manage the project costs (minimize change orders to scope). 10 2 Ability to maintain project schedule (complete on -time or early). 10 3 Quality of work. 10 4 Quality of consultative advice provided on the project. 10 5 Professionalism and ability to manage personnel. 10 6 Project administration (completed documents, final invoice, final product turnover; invoices; manuals or going forward documentation, etc.) 10 7 Ability to verbally communicate and document information clearly and succinctly. 10 8 Abiltity to manage risks and unexpected project circumstances. 10 9 Ability to follow contract documents, policies, procedures, rules, regulations, etc. 10 10 Overall comfort level with hiring the company in the future (customer satisfaction). 10 TOTAL SCORE OF ALL ITEMS 100 7. ENGINEERING PROJECT START-UP (TASK 1.1) AND HYDRAULIC ANALYSIS (TASK 1.2) Our staff will be ready to attend a kick-off meeting shortly after receiving the notice to proceed. We have already started reviewing available information and have a deep understanding of the County's utility systems.We have much of the data applicable for this project in house: Our team has extensive knowledge and experience with Collier County's utility systems, and specifically, the water systems at the Carica Booster Pump Station and the downstream water main pipelines. We have unique in-house expertise and experience collecting water system operating pressure, water flow monitoring, and performing hydrant flow tests to determine the capacity of water systems. Our team calibrates our hydraulic models based on the real -world collected data so that the hydraulic models accurately represent the utility system's operating parameters. In fact, we are one of the few, if not the only, engineering consultants in southwest Florida that provides this service. Johnson Engineering has the resources, software, experience, and staff to p, modeling in-house and ensure it accurately represents the real -world conditions. We also have the County's GIS data and the hydraulic modeling software for confirming the model results to recommend water main sizing. FrIm - INSTALLATION METHOD EVALUATION (Suggested Task Addition) Vanderbff&achRd Our key team members have already performed field visits, walk throughs, and aerial drone flights documenting the existing conditions, infrastructure, and facilities along the alignment. From these mwihi 4"� AL investigations, we have observed unique challenges in several areas along the project alignment: Connections to the large diameter water mains that may cause long duration water outages at the Carcia Booster Pump Station site. Environmentally sensitive areas east of the Carica Booster Pump Station and along the IR south side of Vanderbilt Beach Road. Narrow corridors and easements between the two (2) parallel concrete privacy walls along the south side of Vanderbilt Beach Road. Numerous cross streets, driveways, and business entrances that the pipeline will cross along Vanderbilt Beach Road and Airport Pulling Road. Extensive water service connections and water main crossings that service the communities and businesses along Vanderbilt Beach Road and Airport Pulling Road. Congested right of way (ROW) corridors and existing water facilities located underneath the roadway pavement along Airport Pulling Road. Our team recommends a thorough evaluation be performed to identify the most cost-effective and " feasible pipeline installation method in each area of the project.We have already started this exercise V.-=.. and recommend a combination of horizontal directional drilling and open cut installation of the new water main pipelines. Environmentally sensitive areas, narrow corridor areas, and areas in congested ROWs will benefit from horizontal directional drilling installation methods to minimize surface impacts and conflicts with existing facilities. Open cut installation methods would be beneficial for connections --�.� at the Carica Booster Pump Station site and the areas with high density water connections. Our team has also reviewed other installation methods such as pipe bursting and pipe re -lining methods; however, we do not believe those are feasible construction methods for this project.These si�C • �' "' '� '''j _ methods would require extended water outage durations and rely on the existing pipe alignment 25 ENGINEERING .unity/Affirmative Action Employer exploration. Soft dig exploration will be important due to the proximity of the existing water mains in relation to the concrete privacy walls along the south side of Vanderbilt Beach Road, the 16" and 20" force mains alongVanderbilt Beach Road, and the congested right of ways alongVanderbilt Beach Road and Airport Pulling Road. We are also aware of the gas main along Airport Pulling Road and the fiber optic communication line within the narrow corridor between the concrete privacy walls along the south side of Vanderbilt Beach Road. GEOTECHNICAL INVESTIGATION (TASK 1.4) Geotechnical investigation is a critical component of utility projects, particularly when directional drilling will be utilized. Our subconsultant Ardaman will perform geotechnical investigations. It will be important to identify the presence and depth of caprock and the water table, as this area is known to be difficult to excavate. Geotechnical data will be incorporated into the design plans and directional drill alignments. 30% PLANS PREPARATION (TASK 1.6) Our team is familiar with the County's design standards and the goals of this project. Plans will be prepared by in-house design staff working closely with our engineers and the County's team. Our team completed the Carica Booster Pump Station yard piping improvements project and has extensive knowledge of the underground piping configuration and site conditions. Considerations for phasing the project will take into account constructability, construction cost, local contractor bonding capacity, impacts to the community, and impacts and water outage durations to the Carcia Booster Pump Station. Construction sequencing will consider allowable outage times, portions of facilities that must remain in service, conditions of existing facilities, and the County's preferences for timing. We have worked closely with Collier County staff to prepare similar plans on successfully completed projects, most notably the Carica Pump Station Water Main Improvements Project (2020). Our team worked closely with Collier County staff to prepare a construction sequence plan that allowed this critical pump station to remain in service at all times while portions of the large diameter site piping were replaced and reconfigured. We will prepare a similar sequence for this project with the assistance of operations staff. This project will require a temporary connection to the existing 30" prestressed concrete cylinder pipe (PCCP) water main. This pipe material is unique and requires very specific construction methods. Rather than have the construction contractor coordinate with the pipe manufacturer, we have included Thompson Pipe on our design team to provide critical technical expertise for connection and restraint methods on the PCCP water main. This information will be identified during design and will be made part of the specifications. We will identify strategic entry and exit pit locations for the horizontal direction drills while considering pipe laydown areas for fusing and pulling the pipeline through the bore holes. Our 30% design plans will also identify other utilities or facilities that are recommended to be improved as part of this project. ENGINEERING .unity/Affirmative Action Employer Collie ' CoJn At a minimum, we recommend replacing most of the water main and water service crossings underVanderbilt Beach Road and Airport Pulling Road. Most of these facilities were installed prior to the 2000s.While many of them still have years of useful life remaining, replacing them as part of this project will ensure they are not a point of failure during the life of the new water main pipeline. We will coordinate meetings with all relevant County departments at critical preliminary design milestones so that the County is up to date when 30% plans are submitted to avoid surprises during review and expedite the project. PHASE 2 — DESIGN FINAL DESIGN AND PERMITTING PHASE (TASK 2.1) Upon approval of the 30% plans and proposed project phasing and/or construction sequencing, our team will move quickly to provide 60%, 90%, and 100%-complete design plans and project documents for the County to review. We will work closely with the County during this phase of the project to incorporate any comments or changes to the design plans. Our team, with the direction and assistance of PUD staff, will prepare project specific General Conditions, Supplemental Conditions, and Special Provisions Specifications based on lessons our team has learned over the years working on your systems and with your staf.We will create project specific technical specifications, based on the current 16-Division format of the Construction Specifications Institute (CSI), and tailor them to meet the unique requirements of this project. To expedite relevant permitting requirements, our team will prepare and submit permit applications after the 60%-complete stage. Anticipated permits include Collier County ROW and SDPi, FDEP ERP and State 404, FWC GopherTortoise Relocation, and SFWMD dewatering.We believe this project will be exempt from FDEP Water permitting per Florida Administrative Code F.A.C. 62-555.520. projects that replace water mains with new mains in the same general location with the same size, or no more than two sizes larger than the existing water mains, are generally exempt from FDEP Water permits. However, if a FDEP Water permit is required, we have the capabilities and experience to acquire it. If grant funding is desired for this project, we will finalize materials required by any outside funding sources for this project, such as State Revolving Fund (SRF) loans and/or grant opportunities, such as FDEP's Resilient Florida program. We will assist with preparing applications and documenting compliance during construction. BIDDING AND AWARD PHASE (TASK 2.2) Our team will provide bid documents and a thorough bid analysis following completion of the design. We routinely provide such assistance to the County and will utilize that experience for this project. Robust Measurement and Payment and Technical Specifications will minimize risks to the County and the contractor, which will facilitate competitive bidding. Importantly, our team will follow up with project references to ensure that the contractor is reliable, and we will prepare the Design Entity Letter of Recommended Award (DELORA). Our team anticipates at least two construction phases, which would require two public bids for this project. We have also explored the option of adding a third construction phase that can be bid directly to the local underground utility contractors through Contract No. 20-7800. PHASE 3 — POST DESIGN (SERVICES DURING CONSTRUCTION) CONSTRUCTION ADMINISTRATION (TASK 3.1) Our team regularly provides construction administration services to Collier County, including administering pre -construction and construction progress meetings, reviewing shop drawings and submittals, reviewing schedules and monitoring progress, analyzing payment applications, responding to RFIs, preparing work directives and change orders, and monitoring permit requirements. Our team also prepares monthly construction progress reports for Collier County and we will continue that for this ENGINEERING .unity/Affirmative Action Employer ca ca.,nt,_ CITY OF NAPLES & COLLIER COUNTY F75 and 95! (Caltlet 0°''I�rd! 3pD11 J CLC �^ �pNM4Y lJcIi1TY Reloc W fte10.M14"Rnl�mal� IiM wrk. 1ne a-ts �14n�. w� man�m�a� o � iHe'r�s .a n�r+rcx wa � ma.e �m� y�att m �,a1ae of � IIrN'Me���nFaMructuelo oral LeanrWN�r(U �^>��" � yµet TflEk�^��,nry a,ON���,prvK2r� �5pyft CN! �q�M114V� ,Nadlo°'t µbM b�numenu w[f.CrM MII a6^��^,IK'^n��`Sc �a p1�14,��.uw(d jM pagd aW YR tlaa� FwlbwtG, %rrMn Id ^.. between the County and the contractor. PUBLIC INVOLVEMENT DURING CONSTRUCTION (Task 4.0) Cella Molnar & Associates will lead efforts to generate public awareness of the project and what residents and businesses should expect during construction. Newsletters during design and construction will inform civic associations, residents, businesses, and other stakeholders about the project. A project website and dedicated project hotline phone number will be provided in the communications for residents wanting more information about the project. Residents living within the project area will be invited to a public meeting. Depending upon the County's preference, public meetings would be held in -person or via a virtual public meeting that would consist of a presentation about the project and the utilities improvements.The presentation would include the project objectives and goals and would address potential resident concerns during construction.The presentation would be recorded live and posted on the project website for on -demand viewing by residents at their leisure. We anticipate extensive interaction with the public during construction. Based on past experience, we understand that many residents and businesses would rather not experience construction in their neighborhoods. Cella Molnar will issue point -of -contact cards to contractors and inspectors that can be provided to residents, businesses, and others in the field, directing them to contact CMA for information concerning the project. This will ensure dissemination of up-to-date and accurate information. Politically sensitive issues will be immediately brought to the attention of County staff. A 24-hour phone hotline will be provided for residents to call in and report any issues. We will also maintain the project websites with current information about traffic impacts/detours, updates, and notices. Many businesses and communities will be impacted during construction of this project, including those who provide food and beverage services. Interruptions in traffic and water service are anticipated through the duration of construction and close coordination with each individual business and community will be necessary to inform them of the scheduling and durations of specific construction activities that will impact their properties. ADDITIONAL SERVICES (TASK 5.0) Our team is ready to provide any additional services desired by the County, both during design and construction. We are flexible with staffing and have the capacity to put the right people on additional tasks. TEAM'S CONCEPT FORA SUCCESSFUL PROJECT Our design philosophy relies on our experienced professionals' ability to leverage resources to meet schedule and budget constraints, minimize risks, maximize returns, identify opportunities, and bring all stakeholders together with a coherent vision of the project. With many years of experience engaging with clients, contractors, and the public, we know how to deliver a successful project. ENGINEERING .unity/Affirmative Action Employer MANAGING PROJECT COSTS Our approach includes several mechanisms for managing project costs.With respect to design -related tasks, our team has the staff and resources to provide cost-effective engineering services and meet the County's schedule. First, upfront due diligence during the preliminary design will reduce the risk of change orders during construction. We will utilize SUE to identify existing utilities and avoid conflicts. Geotechnical analysis will identify the presence and depth of caprock. Our utility design will accommodate rock and soil conditions to the greatest extent possible, and notating the presence of rock in construction plans will ensure bidders are aware. Data collection, analysis, and hydraulic modeling will ensure utility systems and equipment are sized correctly — not oversized or undersized. We will work with your staff to develop designs that are easily maintained, which will reduce ongoing costs after system commissioning. inally, rigorous QA/QC controls will also reduce the risk of corrective change orders. Our taff will implement multiple rounds of QA/QC reviews to ensure nothing is overlooked in ie design. Ultimately, meeting the construction budget is based on receiving competitive bids. Detailed design documents reduce the contractors risk and helps increase competitiveness. In addition to our overall approach for managing costs, we present potential challenges and proposed resolutions anticipated for this project.They are based on experience with other projects within Collier County and Southwest Florida. Proactively addressing potential challenges before they are realized will help keep the project on time and within budget. CHALLENGES AND SOLUTIONS CHALLENGE: DATA COLLECTION, HYDRAULIC MODELING,AND PIPELINE SIZING : Hydraulic modeling is a critical tool to identify appropriate and efficient equipment and pipe sizing. For projects like this, specific modeling that considers realistic conditions ensures an optimized system and reduced system maintenance. Standard modeling procedures can result in both oversized or undersized equipment and pipe diameters that may be problematic from a cost and maintenance standpoint. In particular, realistic modeling that accurately represents real world conditions will be crucial for determining whether the existing pipeline diameters are adequate or should be increased or decreased. Our data collection program is critical for calibrating hydraulic models and ensuring they are accurate. In fact, we are one of the few, if not the only, engineering _= = consultants in southwest Florida that performs this service. Hydraulic modeling is a complex and intricate exercise that requires extensive attention to detail and understanding of system operations. Johnson Engineering has completed numerous water hydraulic models for Collier County.We have the experience, knowledge, staff, and resources to provide recommendations for the proposed system operations for this project. CHALLENGE: CONSTRUCTION SEQUENCING TO MINIMIZEWATER OUTAGES : This project will require extensive water main connections and water service reconnections ranging from the 30" and 16" water main connections at the Carica Booster Pump Station site to the small water service and meter connections for various businesses along Vanderbilt Beach Road and Airport Pulling Road. Each connection and reconnection will require a temporary water outage. Proper planning and notification are critical to prevent unplanned boil water notices, business interruptions, and long duration water outages for critical water infrastructure at the Carica Booster Pump Station. Our team will prepare a construction sequence plan that will identify the sequence of work necessary to complete the large diameter water connections. We will build off the construction sequence plan we created for the Carica Booster Pump Station improvements project we completed for Collier County in 2020. We will also work closely with the water department staff to identify allowable outage durations, scheduling constraints (time of day and season), customer impacts, and volume of water to drain for each connection. By identifying this information ahead of time, residents and businesses will better know what to expect and when to expect it. ENGINEERING .unity/Affirmative Action Employer CHALLENGE: ENVIRONMENTAL PERMITTING : Environmental permitting through FDEP for listed species and surface water impacts will be required forthis project.The water main will cross the wetlands immediately east i of the Carica Booster Pump Station. In addition to possible wetland impacts, a significant number of gopher tortoises and gopher tortoise burrows were observed in these areas and along the narrow corridor between the two concrete privacy walls along the south side of Vanderbilt Beach Road. We will utilize horizontal directional drilling (HDD) to minimize environmental impacts and avoid listed species; however, permitting through FWC will be required. Drills are designed per County, ASTM, and PPI standards. We have experience obtaining FDEP ERPs for utility crossings of similar nature. Ensuring proper cover, avoiding frac-out, and identifying installation constraints will be key considerations for HDD design. We will obtain input from local HDD contractors to develop a constructable design that meets regulatory requirements and achieves project objectives. CHALLENGE: CONSTRUCTION ALONG HIGH -CAPACITY ROADWAYS :This project will include extensive construction alongVanderbilt Beach Road and Airport Pulling Roads, which are both high -capacity Collier County arterial roadways. Johnson Engineering has studied the traffic patterns during peak traffic times for this area and understands the traffic staging for business and community entry/exit locations and routes, and the magnitude of walkers, bicyclists, and other pedestrians. A vehicle and pedestrian maintenance of traffic (MOT) plan will be essential during construction to maintain safe travel and access into communities and businesses, as well a safe working area for the contractor. Johnson Engineering has Professional Traffic Operations Engineers (PTOE) on our team that have prepared numerous MOT plans for similar construction projects in Collier County. CHALLENGE: FUTURE IMPROVEMENTS ALONG THE PROJECT CORRIDOR : Understanding and accounting for future improvements along the project corridor is beneficial to the County to avoid conflicts with future projects and prevent future operations challenges. Our team has studied the project corridor and is aware of future improvements that are already planned. Johnson Engineering was recently awarded the CEI contract for the Vanderbilt Beach Road Widening project, which will occur in close proximity to this project corridor. Our design team has also coordinated with the road widening designer, Jacobs Engineering, and we have reviewed their proposed design. Our transportation team has reviewed the Airport Pulling Road corridor from Vanderbilt Beach Road to Pine Ridge Road, and we do not anticipate any major roadway improvements that would affect the water main project in the future; however, we will continue to coordinate with Collier County Transportation Planning through the design of this project and accommodate future road improvements if necessary. - '_..._ o ®ex ...........Fie _ �C CHALLENGE: INSTALLING THEWATER MAIN IN CONGESTED ROWS : Utility installation in congested ROW presents risks to the County, contractor, and the public.We are aware of County water mains,force mains, and IQ mains, fiber optic communication lines buried gas mains, telecom utilities, privacy wall structures, overhead and buried electric lines, drainage pipes, and drainage facilities throughout the project corridor. Our team has begun coordination with other utility providers and will continue these efforts upon contract with the County. As described in this submittal, our base approach to mitigating this risk is to identify the most feasible pipeline installation methods in each area and to prepare construction sequence plans. In highly congested areas, our SUE services will be used to identify exact locations of existing utilities so that conflicts can be avoided. Avoiding conflicts with other utilities is a typical part of any utility installation project. Our team has the knowledge and experience to design around such conflicts and minimize risks to all stakeholders. ENGINEERING .unity/Affirmative Action Employer TRANSMISISON WATER MAIN IMPROVEMENTS (VANDERBILT BEACH RD & AIRPORT PULLING RD) ramm%1Z co r County PROJECT SCHEDULE ENGINEERING ID Task Name Duration Start Finish Half 2, 2024 Half 1, 2025 DESIGN SERVICES FOR 300 days? Mon 4/1/24 A Sat 1/25/25 M J J A S O N D J 1 TRANSMISSION WATER MAIN IMPROVEMENTS (VANDERBILT BEACH RD & AIRPORT PULLING RD) PHASE 1: PRELIMINARY 140 days Mon 4/1/24 Sun 8/18/24 2 ENGINEERING DESIGN Task 1.1 - Project Start-up Task 1.2 - Hydraulic 30 days 45 days Mon 4/1/24 Mon 4/1/24 Tue 4/30/24 Wed 5/15/24 3 4 Analysis/Installation Method Evaluation Task 1.3 - Surveying 90 days Mon 4/1/24 Sat 6/29/24 5 Services Task 1.4 - Geotechnical 60 days Mon 4/1/24 Thu 5/30/24 6 Investigation Task 1.5 - Soft Dig 30 days Mon 5/13/24 Tue 6/11/24 7 Investigation Task 1.6 - 30% Plans 140 days Mon 4/1/24 Sun 8/18/24 8 Preparation PHASE 2: DESIGN Task 2.1 - Final Design and 160 days 160 days Tue 7/30/24 Tue 7/30/24 Sun 1/5/25 Sun 1/5/25 MEN 9 10 Permitting Phase Task 2.2 - Bidding and Award TBD TBD 11 Phase PHASE 3: CONSULTATION 365 Days NOTE: 12 SERVICES DURING CONSTRUCTION 1. This schedule assumes a start date in April 2024, however we have sufficient staffing and Task 3.1 - Construction TBD TBD the flexibility to accommodate the County's schedule. 13 Administration 2. It is anticipated that design services will require 10 months to complete, and construction Task 3.2 -Warranty Services TBD TBD will require at least 1 year for completion, depending on how each phase of construction is administered. We anticipate at least 2 phases of construction with a possible 3rd phase. 14 PHASE 4: PUBLIC INVOLVEMENT TBD Mon 4/1/24 TBD E 3. Construction will be sequenced so that the connections to large diameter water mains are 15 PHASE 5: ADDITIONAL SERVICES TBD Mon 4/1/24 TBD I completed during the off season (after Easter Holiday, before Thanksgiving Holiday) 16 This schedule assumes a start date in April 2024, however we have sufficient staffing and the flexibility to accomodate the County's preferences. Page 1 of 1 TAB 5 ENGINEERING Johnson Engineering has maintained a Collier County office for more than 32 years. We are located OFFICE LOCATIONS across Airport Road from the Collier County Government Center. During that time we have designed, permitted and managed the construction of a wide variety of private, public and institutional projects. We continue to manage many similar projects and have developed long-standing relationships with This project is... local contractors, inspectors and permit agency staff. 1 5 minutes from our Naples office. 40 minutes from our Fort Myers corporate office. It is our belief that good communication is monumental to the success of any project. We pride ourselves on quick and immediate responses to your needs or concerns. Not only will you be able to contact us at any time, but we do not hesitate to contact you, our client, as soon as any information pertaining to the project needs to be relayed. While working with you, your interests and budget are our sole obligation, and with the location of our Fort Myers and Naples offices, we can respond quickly to your needs and eliminate travel costs. WORKL ENGINEERING FIRM WORKLOAD We have a long-standing reputation for delivering projects on time and within budget. Our team has staff and resources that are immediately deployable to this project. We ensure that our staff's commitments can accommodate accelerated schedules that meet our clients' needs. Johnson Engineering has many licensed professionals, designers, and field crews that can supplement our team's personnel to meet an aggressive schedule which includes 25 Licensed Professional Engineers, 13 Licensed Professional Surveyors and Mappers, 25 Technicians/ Designers, and 8 Survey Field Crews. In addition to large projects in Collier County, our staff regularly provides emergency/expedited design services. When your staff needs something done quickly, our staff delivers. We're confident that our past performance demonstrates that we only take on projects that we can commit sufficient time and effort to. We have the capacity to accommodate changes to project schedules and complete critical paths on time.A summary of ourteam's projected workload and time and resource availability forthis project is provided below. AVAILABLE FOR THIS AVAILABILITY FOR OTHER PROJECT ■PROJECTS Michael Dickey, PE Billy Saum, PE Jared Brown, PE David Trouteaud, PE Josh Hildebrand, PE, PTOE MikeTiseo John Curtis, CSE Jeff Nagle, RLA David Hyatt, PSM Rick Daniels, PSM Stephen Howard, El Vee Lofton Brad Sundermeier, El Paul Lohr, GISP Cella Molnar &Associates Ardaman & Associates GradyMinor ENGINEERING Ca xer CORMy Procurement Services Division 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 - hgps://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. *Included Form 5: Reference Questionnaire form must be utilized for each requested reference and included with your submittal, if applicable to the solicitation. WA 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. Nli�/ A 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. N©A 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. Co ter County Procurement Services Division 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 17th day of November , 2023 in the County of Lee , in the State of Florida _ Firm's Legal Name: Johnson Engineering, Inc. Address: City, State, Zip Code; Florida Certificate of Authority Document Number Federal Tax Identification Number *CCR # or CAGE Code *Only if Grant Funded Telephone: Entail: Signature by: (Typed and written) Title: 2122 Johnson Street Fort Myers, FL 33901 322710 S9-1173834 (239) 334-0046 vice rresraentrt.;hairman Additional Contact Information Send payments to: Johnson Engineering, Inc. (required if different from Company name used as payee above) Contact name: Mercedes Niles Title: Accounts Receivable Address: 2122 Johnson Street City, State, ZIP Fort Myers, FL 33901 Telephone: (239) 334-0046 Email: acpay@johnsoneng.com Office servicing Collier (same as above) County to place orders (required if different from above) Contact name: Title: Address: City, State, ZIP Telephone: Email: 2023 FLORIDA PROFIT CORPORATION ANNUAL REPORT DOCUMENT# 322710 Entity Name: JOHNSON ENGINEERING, INC. Current Principal Place of Business: 2122 JOHNSON STREET FORT MYERS. FL 33901 Current Mailing Address: PO BOX 1550 FORT MYERS, FL 33902 FEI Number: 59-1173834 Name and Address of Current Registered Agent: HOWARD, LONNIE V 2122 JOHNSON ST FT MYERS, FL 33901 US FILED Mar 31, 2023 Secretary of State 1803220743CC Certificate of Status Desired: Yes 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 Officer/Director Detail : Title PRESIDENT, DIRECTOR Title VP, DIRECTOR Name HOWARD, LONNIE V Name HOWARD, MATTHEW M Address 1386 COFFEE MILL HAMMOCK ROAD Address 375 POLLYWOG POINT City -State -Zip: MOORE HAVEN FL 33471 City -State -Zip: LABELLE FL 33935 Title VP Title CHAIRMAN, VP Name NAGLE, JEFFREY D Name DICKEY, MICHAEL S Address 3547 CHERRY BLOSSOM CT, UNIT Address 17060 SHADY GROVE LANE 201 City -State -Zip: CAPE CORAL FL 33909 City -State -Zip: ESTERO FL 33928 Title DIRECTOR Title DIRECTOR, VP Name DEJOHN, LAURA S Name BELL, RYAN K Address 6070 COPPER LEAF LANE Address 25007 67TH AVE E City -State -Zip: NAPLES FL 34116 City -State -Zip: MYAKKA CITY FL 34251 Title DIRECTOR Title SECRETARY, TREASURER, DIRECTOR Name DAVID, TROUTEAUD B Name LAURA, HERRERO B Address 6475 PGA DRIVE Address 1441 BARCELONA AVE City -State -Zip: NORTH FORT MYERS FL 33917 City -State -Zip: FORT MYERS FL 33901 Date 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: LONNIE VANCE HOWARD PRESIDENT 03/31/2023 Electronic Signature of Signing Officer/Director Detail Date 9 Request for Taxpayer Give Form to the Form Identification Number and Certification requester. Do not Ow, October zola� Depwtrrw of the Treasv y send to the IRS. Internal Aevenue Service ■ Go to wwwJmgoV1FarmW9for instructions and the latest infarmatl*m. 1 Name (as shown o t your Income tax return). Name Is required on this line; do not leave this line blank. Johnson En ineerin , Inc. 2 Rusiness nameld4regarded entity name, it different from above 3 Check appropriate box for federal tax classification of the person whose name is entered on line 1. Check only one of the 4 Exemptions (codes apply only to individuals; following seven boxes. certain entities, not see Instructions 3] Cp ❑ Individuallsole proprietor or ❑ C Crporatlon 0 S Corporation ❑ Partnership ❑ TrmVestate on page N C single -member LLC Exempt payee Code (if aryl '60 ❑ limited liability oompany. Enter the tax classification (C=C corporation, 5=S corporation, P=Partnership) ■ `p 2 Note: Check the appropriate box In the line above for the tax classification of the single -member owner. Do not check Fxemptlon from FATCA reporting _ .4 C LLC if the LLC is classified as a single -member LLC that is disregarded from the owner unless the owner of the LLC is code d T any) t= o single -member LLC that another LLC that Is not disregarded from the owner for U.S, federal tax purposes. Ottlenrnse, a sin is disregarded from the owner should check the appropriate box for the tax classification of its owner. ❑ Other (see instructions) ■ (roof.: m•eeu mrs m.mormrewrm• u e usi vy 5 Address (number, street, and apt. or suite no.) See instructions. Requester's name and address (optional) 2122 Johnson Street . 6 City, state, and ZIP code Fort Myers, FL 33901 7 List account numberts) here (optlonaly 7axpaysr Identification Number (TIN] Enter your TIN in the appropriate box. The TIN provided must match the name given on line 1 to avoid social security number backup withholding. For individuals, this is generally your se security However, for a Instructions for art ,Satyr. resident alien, sale proprietor, or disregarded entity, seethe Instructions for Part I, later. For other — m — entities. it is veer emnlover identification number fEIN1. If you do not have a number, see How to oat a 77N, later. or Note: If the account is in more than one name, see the Instructions for line 1. Also see What Name and I Employer identification number Number To Owe the Requester for guidelines on whose number to enter. 5 9— 1 J 1 1 T 1 3 8 1 3 1 4 Under penalties of perjury, I certify that: 1. The number shown on this form is my correct taxpayer identification number (or I am waiting for a number to be issued to me); and 2. 1 am not subject to backup withholding because: (a) I am exempt from backup withholding, or (b) I have not been notified by the lntemal Revenue Service (IRS) that I am subject to backup withholding as a result of a failure to report all interest or dividends, or (c) the IRS has notified me that I am no longer subject to backup withholding; and 3.1 am a U.S. citizen or other U.S, person (defined below); and 4. The FATCA code(s) entered on this form (if any) Indicating that I am exempt from FATCA reporting is correct. Certification Instructions. You must cross out item 2 above if you have been notified by the IRS that you are currently subject to backup withholding because you have failed to report all interest and dividends on your tax return. For real estate transactions, item 2 does not apply. For mortgage interest paid, acquisition or abandonment of secured property, cancellation of debt, contributions to an individual retirement arrangement (IRA), and generally, payments other than Interest and dividends, you are not requlwa %p sign the certification, but you must provide your correct TIN. See the instructions for Part 11, later. vtyrr Signature of Hers I U.S, parson I General Section references are to the Internal Revenue Code unless otherwise noted. Future developments. For the latest information about developments related to Form W-9 and its instructions, such as legislation enacted after they were published, go to wvvw.ks.gov/FormW9. Purpose of Form An individual or entity (Form W-9 requester) who is required to file an Information return with the IRS must obtain your correct taxpayer identification number (TIN) which may be your social security number (SSN), individual taxpayer identification number (ITIN), adoption taxpayer identification number (ATIN), or employer identification number (EIN), to report on an information return the amount paid to you, or other amount raportabls on an information return. Examples of information returns include, but are not limited to, the following. • Form 1099-INT (interest earned or pall} Date ■ T)1 • Form 1099-DIV (dividends, including those from stocks or mutual funds) • Form 1099-MISC (various types of income, prizes, awards, or gross proceeds) • Form 1099-B (stock or mutual fund sales and certain other transactions by brokers) • Form 1099-S (proceeds from real estate transactions) • Form 1099-K (merchant card and third party network transactions) • Form 1098 (home mortgage interest), 1 D98-E (student loan interest), 1098-T (tuition) • Form l I799-0 (canceled debt) • Form 1099-A (acquisition or abandonment of secured property) Use Form W-9 only if you are a U.S. person (including a resident alien), to provide your correct TIN. ff you do not return Form W-9 to the requester wfrh a TIN, you might be subject to backup withholding. See What is backup withholding, later. Cat. No. 10231 X Form till(-9 (Rev. 10-201 S) Coo Ter C ova."ty Procurement Services Division Form 2: Confilet of Interest Certification Affidavit The Vendor certifies that, to the best of its knowledge and belief, the past and current work on any Collier County project affiliated with this solicitation does not pose an organizational conflict as described by one of the three categories below: Biased ground riles — The firm has not set the "ground rules" for affiliated past or current Collier County project identified above (e.g., writing a procurement's statement of work, specifications, or performing systems engineering and technical direction for the procurement) which appears to skew the competition in favor of my firm. Impaired objecOvIty — The firm has not performed work on an affiliated past or anrent Collier County project identified above to evaluate proposals I past performance of itself or a competitor, which calls into question the contractor's ability to render impartial advice to the government. Unequal access to information — The firm has not had access to nonpublic information as part of its performance of a Collier County project identified above which may have provided the contractor (or an affiliate) with an unfair competitive advantage in current or future solicitations and contracts. In addition to this signed affidavit, the contractor / vendor must provide the following: 1. All documents produced as a result of the work completed in the past or currently being worked on for the above -mentioned project; and, 2. Indicate if the information produced was obtained as a matter of public record (in the "sunshine) or through non-public (not in the "sunshine") conversation (s), meeting(s), document(s) and/or other means. Failure to disclose all material or having an organizational conflict in one or more of the three categories above be identified, may result in the disqualification for future solicitations affiliated with the above referenced project(s). By the signature below, the firm (employees, officers and/or agents) certifies, and hereby discloses, that to the best of their knowledge and belief, all relevant facts concerning past, present, or currently planned interest or activity (financial, contractual, organizational, or otherwise) which relates to the project identified above has been fully disclosed and does not pose an organizational conflict. Johnson Engineeri , Inc. I par;N 0 / I I 4 Signature Michael Dic ey, PE, Vice President/ Chairman Print Name and Title State of Florida County of Lee The foregoing instrument was acknowledged before me �y means of ® physical presence or El online notarization, this 17th day of November (month), 2023 (year), by Michael Dickey, PE anaTe of person acknowledging}. Personally Known R Produced Identification Type of Identification Produced of Notary (Prlyd, Type, or Stamp Commissioned Name of Notary Public) ; y-10, ,- JESSICA W. GOSHORN =Notary Public -State of Florida Commission N GG 964122 -,h�,�� a• My Commission Expires Msrch 01. 2024 Ca Ter Co'94Mty Procurement Services Division Form 3: Immigration Affidavit Certification This Affidavit is required and should be signed, by an authorized principal of the firm and submitted with formal solicitation submittals. Further, Vendors are required to be enrolled in the E-Verify program (hM://www.&-verify.&ovD, at the time of the submission of the Vendor's proposallbid. Acceptable evidence of your enrollment consists of a copy of the properly completed E- Verify Company Profile page or a copy of the fully executed E-Verify Memorandum of Understanding for the company which lyill be produced at the time of the submission of the Vendor's proposal/bid or within free (5) day of the County's Notice of Recommend Award FAILURE TO EXECUTE THIS AFFIDAVIT CERTIFICATION AND SUBMIT WITH VENDOR'S PROPOSALBID MAY DEEM THE VENDOR'S AS NON -RESPONSIVE. Collier County will not intentionally award County contracts to any Vendor who knowingly employs unauthorized alien workers, constituting a violation of the employment provision contained in 8 U.S.C. Section 1324 a(e) Section 274A(e) of the Immigration and Nationality Act C INA" ). Collier County may consider the employment by any Vendor of unauthorized aliens a violation of Section 274A (e) of the INA. Such Violation by the recipient of the Employment Provisions contained in Section 274A (e) of the INA shall be grounds for unilateral termination of the contract by Collier County. Vendor attests that they are fully compliant with all applicable immigration Iaws (specifically to the 1986 Immigration Act and subsequent Amendments), that it is aware of and in compliance with the requirements set forth in Florida Statutes §448.095, and agrees to comply with the provisions of the Memorandum of Understanding with E-Verify and to provide proof of enrollment in The Employment Eligibility Verification System (E-Verify), operated by the Department of Homeland Security in partnership with the Social Security Administration at the time of submission of the Vendor's proposal/bid. State of Florida County of Lee The foregoingg instrument was acknowledged before me by means of —November (month), 2023 (year), by Michael E Personally Known R Produced Identification Type of Identification Produced Print Name and Title Nical presence or ❑ online notarization, this l 7th dkv (name of person acknowledging). .. ir.�[n 1. . of Notary Public) (Print, Type, or Stamp Commissioned Name of Notary �,, YP•,, JESSICA W. GOSHORN Notary Public -State of Florida Commission # GG 964122 My Commission Expires March 41, 2024 E-Verif]i Company IO Number: 48959 Client Company ID Number: 345924 The individuals whose signatures appear below represent that they are authorized to enter into this MOIJ on behalf Of the Employer, the Designated Agent and DH5 respectively. if you have any questions, contact E-Verify at 1-888-464-4218. Approved by: Employer JOHNSaN ENGINEHRING INC. rya please Type or Print} Signature r Designated Agent AM2Lute ctactcSearch, IrL Cooley s Michael 14"M (Aaase Type or P11110 Electrortica8y Signer %natum rt—tle 1 owe Title Q712s12Q10 out Department of Homeland Security —Verification Division Titie Name [Please Type or Print} Information Kequuau For the E-Verify Designated Agent lrtformation relating to your Company: page 14 of 15 I t-Venry Moo for Employer ICW10 umrg a Designated Agot www.dhs.govlE-Verify E-Veri fy Company ID Number, 48858 Client Company 10 Number; 345824 Company Name..JOHNSON ENGINEERING, INC. COmpeny FaCility Address:2722 JOHNSON ST FORT MFORT M-39o2 County or Parish: Employer Identification Number: 591173034 NOrth American Industry Classification Systems Code: 541 Parent Company: Number of Employees: 7, to a, ENGINEERING .unity/Affirmative Action Employer 001 ter C014 tty Procurement Services Division 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 CouWs 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: 1991 & 1946 respectively Number of Employees (Including Owner(s) or Corporate Officers): 125 [Collier & Leek Number of Employees Living in ® Collier County or ® Lee (Including Owner(s) or Corporate Officers): 98 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: £Inder pgnalttes e(Nr w1. 1 certi%- that the information shown on this form is correct to my knmvledoe. Company Name: Johnson Engineering, Inc. Date: November 17, 2023 Address in Collier or Lee County: 21 Signature: Fort Myers, Florida 33901 Michael Dickey, PE _ Title: Vice PresidentlChairman 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:Hgpps.fldfs.com/bocexepat/ 2. ® Employer's Liability $_1,000,000_ single limit per occurrence 3. ® Commercial General Bodily Injury and Property Damage Liability (Occurrence Form) patterned after the current $_1,000,000_single limit per occurrence, $2,000,000 aggregate for Bodily Injury ISO form 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 ContractorNendor 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 ContractorNendor in the performance of this Agreement. 5. ® Automobile Liability $_500,000 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. :....................................................................................................................................................................................................................................._ ......................................................................................................................................................................................................................................................... 8. ❑ Performance and Payment € For projects in excess of $200,000, bonds shall be submitted with the executed Bonds 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 — 9/27/2023 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. ACORN® CERTIFICATE OF LIABILITY INSURANCE FDATE (MM/DD/YYYY) 11 /16/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Insurance Management Consultancy Group, Inc. 7780 Cambridge Manor Place, Suite B Fort Myers FL 33907 CONTACT NAME: Anna EvansPHONE FAX A/c No Ext: 239-990-2100 A/c No:239-990-2410 ADDRESS: info@imcccm.com INSURER(S) AFFORDING COVERAGE NAIC # INSURERA: Continental Casualty Company 20443 License#: L109313 INSURED JOHNENG-01 INSURER B; American Casualty Company of Reading, 20427 Johnson Engineering, Inc. 2122 Johnson St. INSURERC: Continental Insurance Company 35289 INSURERD: Valley Fore 20508 Fort Myers FL 33901 INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER:1989213164 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXP MMIDDIYYYY LIMITS B X COMMERCIALGENERALLIABILITY Y N 7034452897 9/15/2023 9/15/2024 EACH OCCURRENCE $1,000,000 CLAIMS -MADE � OCCUR DAMAGE TO PREM SES Ea oNccurrDence $ 100,000 MED EXP (Any one person) $ 15,000 PERSONAL & ADV INJURY $ 1,000,000 AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 GEN'L POLICY X PECOT- LOC PRODUCTS - COMP/OP AGG $ 2,000,000 $ X OTHER: Ind Contractual A AUTOMOBILE LIABILITY 7034456979 9/15/2023 9/15/2024 COMBINED SINGLELIMIT Ea accident $1,000,000 BODILY INJURY (Per person) $ X ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS IAUTOS BODILY INJURY (Per accident) $ PROPER D PDAMAGE Per accident $ X HIRED X NON -OWNED ONLY AUTOS ONLY PIP $10,000 C X UMBRELLA LABX OCCUR 7034458148 9/15/2023 9/15/2024 EACH OCCURRENCE $ 5,000,000 AGGREGATE $ 5,000,000 EXCESS LIAB CLAIMS -MADE DIED I X RETENTION $ 1 n nnn $ D WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N WC734452561 9/24/2023 9/24/2024 X PER OTH- STATUTE ER E.L. EACH ACCIDENT $ 1,000,000 ANYPROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBEREXCLUDED? NIA E.L. DISEASE - EA EMPLOYEE $ 1,000,000 (Mandatoryin NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 1,000,000 A Cyber Liability 596721465 9/15/2023 9/15/2024 Aggregate Limit 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Project: Collier County, Design Services for Transmission Water Main Improvements (Vanderbilt Beach Rd & Airport Pulling Rd), RPS No. 23-8193. Collier County is listed as additional insured with respect to general liability, as per endorsement CNA75079XX. 30 days notice of cancellation applies except 10 days for nonpayment. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Collier County 3295 Tamiami Trail East, Bldg C-2 Naples FL 34112 AUTHORIZED REPRESENTATIVE { r © 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD IDHNENG-01 ASOSTENUTO ACORN CERTIFICATE OF LIABILITY INSURANCE �/ D /20YYYY) 11 1/17 /17/23 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: PHONE FAX (A/C, No, Ext): (321) 445-1117 (A/C, No):(321) 445-1076 JCJ Insurance Agency, LLC 2208 Hillcrest Street Orlando, FL 32803 E&AR'Ess, certs@jcj-insurance.com INSURERS AFFORDING COVERAGE NAIC # INSURER A: Beazley Insurance Company,Inc 37540 INSURED INSURER B : INSURER C: Johnson Engineering, Inc. INSURER D : 2122 Johnson St Fort Myers, FL 33901 INSURER E INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXP MM/DDIYYYY LIMITS COMMERCIAL GENERAL LIABILITY CLAIMS -MADE OCCUR EACH OCCURRENCE $ DAMAGE TO RENTED PREMISES E rr n $ MED EXP (Any oneperson) $ GEN'L PERSONAL & ADV INJURY $ AGGREGATE LIMIT APPLIES PER: POLICY PE LOC OTHER: GENERAL AGGREGATE $ PRODUCTS - COMP/OP AGG $ AUTOMOBILE LIABILITY ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS AUTOS ONLY AUTOS ONL� MBINED COSINGLE LIMIT Ea a cid nt $ BODILY INJURY Perperson) $ BODILY INJURY Per accident $ PerOaca en DAMAGE $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE AGGREGATE $ DED RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY OFFICER/ EIMBER EXCLUDETORIPARTNERIEXED? ECUTIVE ❑ (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A PER OTH- TAT TE ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ A Professional Liab C35940230101 9/15/2023 9/15/2024 Per Claim/Aggregate 2,000,600 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) RE: Collier County, Design Services for Transmission Water Main Improvements (Vanderbilt Beach Rd & Airport Pulling Rd), RPS No. 23-8193 CFRTIFICATF NOI r1FR CANCFI I ATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Collier Count y THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 3295 Tamiami Trail East, Bldg C-2 Naples, FL 34112 AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD C& CQHrtt y F'rr comment Semices Division Date: November 9, 2023 Email: Patrick.Boyle@colliercountyfl.gov Telephone: (239) 252-8941 Addendum #1 From: Patrick Boyle, Procurement Strategist To: Interested Bidders Subject: Addendum #1 Design Services for Transmission Water Main Improvements The following clarifications are issued as an addendum: Change 1: Per Question #2 the Sign in sheets have been uploaded into BidSync. If you require additional information, please post a question on our Bid Sync (www.bidsyq .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 solicitadon. Michael Johnson Engineering, Inc. (Name of Firm) PE November 17, 2023 Date BUSINESS & PROFESSIONAL LICENSES COLLIER COUNTY BUSINESS TAX quew +gouge LtlLLIBI C94TffY ixX C WLi4T0A-211p 0. 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Wrminabavem lav+f :In.mlr:,Mum..+pt�� �'� at Fsemr E042<-0As9229A ------- ------------------------- ------------- 2023-2024 LEE COUNTY LOCAL BUSINESS TAX RECEIPT Aceponl Number-, 1020520 Acmoot Expires: September 30,2024 Rettig[ Number: 1005736 Stale Lill —Number: Ib642 mss p s.werstnA amnf O9tmwl E 12210Fw80N ST fT MYER5, F1. 33901 IO1w5DN FNGRAEERwG INC IOIBASON F3JGMEERING wC ?2210FMSON ST slim f]ero� T MYF.RS, FL 33901 ,....er �a..v,u,•N1edLMt'1 rle taunt. ew, , ,,.. „ >oosaw-d.n e�..�..K.n�.a.,nw.aw a,or,o.w. am.reze. na• Professional Surveyor a,d Mapi— Businese1Llcense roar Nreas,ns»oi->,ar `�� State of Florida Department of State I certify from hie records of Nis office that ]OANSON ENGINEERING, INC, is empomti organized Under hie laws ofNe State of Florida, filed on November 3, 3, 1967. The document number of this corporation is 322710. 1 fUnher certify Wat said corpomtiov has paid all foes due Otis office 0vough December 31, =h that its ,.d t] t i annual i—li oifomr bvsivess report was filed ov March 31, 2023, and that im stems is active. I fivlher Certify that said corporation has rat filed Articles oflii—I.E- Ci.ee undernh heel aelthe a( e r MerCapite/ (htr u �Mr i rxa �rrryf��+ter lva.m, sml .unmRn.m.xlr.oyaul.e�unlw.�.orsum✓c.rno.�.x.m<mm.uo seercw�' oJ55wf STATE OF FLORIDA 1��.,,... P...... BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES HILDEBRAND, JOSHUA JAMES 3305 I5TH AVENUE SW NAPLES FL 34117 LICENSE NUMBER: PE739552 XIPIRATION DATE: FEBRUARY 28, 2025 always verity II<enses vnllne at MyDvriaau<ense.cam 0 o Do nokalkerkhls documen[In any form. 0 Tnism you, license. 11 unlawful foranvone Omer than the licensee to use this document. FBPE STATE OF FLORIDA �• w'�l�>w BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES DICKEY, MICHAEL SCOTT 17060 SHADY GROVE LANE CAPE CORAL FL 33909 LI - iipila: iBD57 EXPIRATION DATE: FEBRUARY 28. W25 Always Ify licensesonline A MyFloridaLicense.com I ❑ �❑ nsee to use this document. I Do not aler mis aocamea<m anv form. 0 This is your license.lk is unlayRul for anyone omerthan the lice jj STATE OF FLORIDA .sttw®..,....P....,:: BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES SALIM, WILLIAM HURRICANE ME, N EVALENA UN NORTH FORT MYERS FL 33117 LICENSE NUMBER: PE88659 I RATION DATE: FEBRUARY 28,2025 AI y.eriylicanaa,oal,aeatM,Fl.,iaLea....ram o. o Do na amermis aocament m anv form. 0 This isyaur license. It is unlawful for anyoneome, man the licensee M use this document M'-wnVIP STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN 15 LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES BROWN, JARED ROY 363119TH AVE. SW NAPLES FL 3411700M C LICENSE NUMBER: PEW24 E( RATION DATE: FEBRUARY 28,2025 a ys erify licevsesoiieea v nd.U—ecwn - "o Do not alter this locomen+ in any form. 0 Thls is yeu,license.h is Unlawful for anyone other man me licensee to use this document. FBPE STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES 40 TROUTEAUD, DAVID BRI& 6475 PGA DRIVE NORTH FORT MYERS FL 33917 LICENSE NUMBER: PE69783 EXPIRATION DATE: FEBRUARY 28,2025 always veriryllcenses online at MyFloridaLicensecom o. o Do nok alrerme comment m any rorm. 0' This is your license.l[is UI,I—ful fe,anyune lit- than me licensee to use this document. Ju11t1B SefreuredUpr. �ftSTATE OF FLORIDA -- DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF LANDSCAPE ARCHITECTURE THE LANDSCAPE ARCHITECT HEREIN HAS REGISTERED UNDER THE PROVISIONS OF CHAPTER 481, FLORIDA STATUTES NAGLE, JEFFREY D JOHNSON ENGINEERING, INC. 2122 JOHNSON STREET FORT MYERS FL 33920 F LICENSE NUMBER: LA6667059 EXPIRATION DATE: NOVEMBER 30, 2023 Alwaysy fy licensez onlineat MyFloridaLicenzecom o �o Do not alter this document in any form. 0 rnlsE yournrense. els unlawfnleo.anyone Omermanme uanseem ax me aornment. MrRH.a. FBPE STATE OF FLORIDA I BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES WRIGHT, WAYNE W. 30061 HIDDEN PINES LANE 80NITA SPRINGS FL 34135 LICENSE NUMBER: PE58220 EXPIRATION DATE: FEBRUARY 28,2025 Always—ffylicenzezonlineat MyFloridaLicenzecom o �o Do not-1 this doeu—t m any form. ] Tnisls your license. It is unlawful for anyone other than the licensee to use this document. 1 1 1 1 1 1 1 1 1 1 The EcofogicaCSociety ofAmerica � mam�JJvls The Ecoh, ,ol7Sodet3 ofAoI upon recommendation of the Beard f mrufessonaCCenificatioo, hereby enffics that 1 John Curtis meets the requirements os a art fwd SeniorfEcologist andisgoPernedby the Society's Code of Ethics. 1 Cerrifiedhy the EeohrgicafSo,*tyofAmericnf— August 1, 2023 through August 31, 2028 1 1 ';R:r.JI ,:::: 1 cs",, reoa,Joj l nvwlC.nfJiraran 1 0 0 0'- s� or,�a� Me�a..eaamn FBPE Q STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS I THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES SOKOLIC, IVAN F. 9970 BAVARIA RD. FORT MYERS FL 33913 LICENSE NUMBER: PE64314 EXPIRATION DATE: FEBRUARY 28,2025 A ay —fy lic nzez anlinea y naaUcenze.com o. o L Do no[ alter this d-umela m any form. Ob This la roar Ro.ree.It is unlawful far anyone other than the licensee to uu mis document. I tivrrae eepartmemor fyCrirmrure ssacvnaum.r srnlras License No.:LS5834 e Bao,I.,-rpfezaooel6rrve` r�ena� 3poen Expiration Dale Febrvary28,2025 I;�; ]p p r ee y ends an n 99 n500 `` Professional Surveyor and Mapper License Under the provisions ofCnapler Ell, Florida SUNtca DAVILEC- HYATT 3205 BECK BLVD NAPLES,F' 34114-120 COMMISSIONER OP AAeUCIILTURE — s< O.: LS7229 .x .. Fet ry28.21US Cm Professional Suiveyorand Mapper License TO E,F1 EU-ISYI A- 1N52-1416 IORTCAARLU bran sp urfatinrl � ra tc� si �na�l/ i�t�-ti� �-xtin n �naca �nz xelr�m'ia0:� &51111a Jame i - iibelitart0 ,4 .rAd�,r�awnnrle2l��G�r�:�ra`A� � 4—r FROFESSIO/NALTRAFFIC OPERATIONS ENGINEER Cg�l� I,rFarrAm �3Ja1'1 /m]ar+�:llr iy/y-�[•L %!t/ �'i t.� Lrr-PU L>7-!S �FBPE STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES FREDERIKSEN, JUSTIN ALEXANDER 3800 VIA DEL RAY BON ITASPRINGS FL 34134 LICENSE NUMBER: PE66086 EXPIRATION DATE: FEBRUARY 28, 2025 aways.eafv ur4nses onbne al Mvnoaeaur4nseeom O Do notaRermis aoament �n anv roan. I �, TnL isvenr rren.e. Rlsunlawrulforanvene nmerman me rrenseem n.e mi.dnrnment. &lip Certification 31rtititute II ups r rern v lbnt Hbe3fianr4 vl IDnrnrrzrl tM1r �315 a'erlilimlivn 3lnzlimle, Olpvn lrye rttaminenwlivn N the ¢xemtine IDlreavr, ryas rvNttreb noon �auC �Lul�r @e olnnnMvn of �epgrapl3i[ �nfecmafion �pSfewB �3rafe9sional Henitimrt Aumner IsoOoa IDele N Pnaiel 6etnliruwn 3/35/2010 IDate of a'apiranan y/25/2025 J [risk N G I N E E R I N G nity/Affirmative Action Employer ON E-Veri a�* fo Company ID Number: 219154 THE E-VERIFY MEMORANDUM OF UNDERSTANDING FOR EMPLOYERS ARTICLE I PURPOSE AND AUTHORITY The parties to this agreement are the Department of Homeland Security (DHS) and the Johnson Engineering, Inc. (Employer). The purpose of this agreement is to set forth terms and conditions which the Employer will follow while participating in E-Verify. E-Verify is a program that electronically confirms an employee's eligibility to work in the United States after completion of Form 1-9, Employment Eligibility Verification (Form 1-9). This Memorandum of Understanding (MOU) explains certain features of the E-Verify program and describes specific responsibilities of the Employer, the Social Security Administration (SSA), and DHS. Authority for the E-Verify program is found in Title IV, Subtitle A, of the Illegal Immigration Reform and Immigrant Responsibility Act of 1996 (IIRIRA), Pub. L. 104-208, 110 Stat. 3009, as amended (8 U.S.C. § 1324a note). The Federal Acquisition Regulation (FAR) Subpart 22.18, "Employment Eligibility Verification" and Executive Order 12989, as amended, provide authority for Federal contractors and subcontractors (Federal contractor) to use E-Verify to verify the employment eligibility of certain employees working on Federal contracts. ARTICLE II RESPONSIBILITIES A. RESPONSIBILITIES OF THE EMPLOYER 1. The Employer agrees to display the following notices supplied by DHS in a prominent place that is clearly visible to prospective employees and all employees who are to be verified through the system: a. Notice of E-Verify Participation b. Notice of Right to Work 2. The Employer agrees to provide to the SSA and DHS the names, titles, addresses, and telephone numbers of the Employer representatives to be contacted about E-Verify. The Employer also agrees to keep such information current by providing updated information to SSA and DHS whenever the representatives' contact information changes. 3. The Employer agrees to grant E-Verify access only to current employees who need E-Verify access. Employers must promptly terminate an employee's E-Verify access if the employer is separated from the company or no longer needs access to E-Verify. Page 1 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 ON E-Veri fo Company ID Number: 219154 4. The Employer agrees to become familiar with and comply with the most recent version of the E-Verify User Manual. 5. The Employer agrees that any Employer Representative who will create E-Verify cases will complete the E-Verify Tutorial before that individual creates any cases. a. The Employer agrees that all Employer representatives will take the refresher tutorials when prompted by E-Verify in order to continue using E-Verify. Failure to complete a refresher tutorial will prevent the Employer Representative from continued use of E-Verify. 6. The Employer agrees to comply with current Form 1-9 procedures, with two exceptions: a. If an employee presents a "List B" identity document, the Employer agrees to only accept "List B" documents that contain a photo. (List B documents identified in 8 C.F.R. § 274a.2(b)(1)(B)) can be presented during the Form I-9 process to establish identity.) If an employee objects to the photo requirement for religious reasons, the Employer should contact E-Verify at 888-464-4218. b. If an employee presents a DHS Form 1-551 (Permanent Resident Card), Form 1-766 (Employment Authorization Document), or U.S. Passport or Passport Card to complete Form 1-9, the Employer agrees to make a photocopy of the document and to retain the photocopy with the employee's Form 1-9. The Employer will use the photocopy to verify the photo and to assist DHS with its review of photo mismatches that employees contest. DHS may in the future designate other documents that activate the photo screening tool. Note: Subject only to the exceptions noted previously in this paragraph, employees still retain the right to present any List A, or List B and List C, document(s) to complete the Form 1-9. 7. The Employer agrees to record the case verification number on the employee's Form 1-9 or to print the screen containing the case verification number and attach it to the employee's Form 1-9. 8. The Employer agrees that, although it participates in E-Verify, the Employer has a responsibility to complete, retain, and make available for inspection Forms 1-9 that relate to its employees, or from other requirements of applicable regulations or laws, including the obligation to comply with the antidiscrimination requirements of section 274B of the INA with respect to Form 1-9 procedures. a. The following modified requirements are the only exceptions to an Employer's obligation to not employ unauthorized workers and comply with the anti -discrimination provision of the INA: (1) List B identity documents must have photos, as described in paragraph 6 above; (2) When an Employer confirms the identity and employment eligibility of newly hired employee using E-Verify procedures, the Employer establishes a rebuttable presumption that it has not violated section 274A(a)(1)(A) of the Immigration and Nationality Act (INA) with respect to the hiring of that employee; (3) If the Employer receives a final nonconfirmation for an employee, but continues to employ that person, the Employer must notify DHS and the Employer is subject to a civil money penalty between $550 and $1,100 for each failure to notify DHS of continued employment following a final nonconfirmation; (4) If the Employer continues to employ an employee after receiving a final nonconfirmation, then the Employer is subject to a rebuttable presumption that it has knowingly Page 2 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 ON E-Veri fo Company ID Number: 219154 employed an unauthorized alien in violation of section 274A(a)(1)(A); and (5) no E-Verify participant is civilly or criminally liable under any law for any action taken in good faith based on information provided through the E-Verify. b. DHS reserves the right to conduct Form 1-9 compliance inspections, as well as any other enforcement or compliance activity authorized by law, including site visits, to ensure proper use of E-Verify. 9. The Employer is strictly prohibited from creating an E-Verify case before the employee has been hired, meaning that a firm offer of employment was extended and accepted and Form 1-9 was completed. The Employer agrees to create an E-Verify case for new employees within three Employer business days after each employee has been hired (after both Sections 1 and 2 of Form 1-9 have been completed), and to complete as many steps of the E-Verify process as are necessary according to the E-Verify User Manual. If E-Verify is temporarily unavailable, the three-day time period will be extended until it is again operational in order to accommodate the Employer's attempting, in good faith, to make inquiries during the period of unavailability. 10. The Employer agrees not to use E-Verify for pre -employment screening of job applicants, in support of any unlawful employment practice, or for any other use that this MOU or the E-Verify User Manual does not authorize. 11. The Employer must use E-Verify for all new employees. The Employer will not verify selectively and will not verify employees hired before the effective date of this MOU. Employers who are Federal contractors may qualify for exceptions to this requirement as described in Article II.B of this MOU. 12. The Employer agrees to follow appropriate procedures (see Article III below) regarding tentative nonconfirmations. The Employer must promptly notify employees in private of the finding and provide them with the notice and letter containing information specific to the employee's E-Verify case. The Employer agrees to provide both the English and the translated notice and letter for employees with limited English proficiency to employees. The Employer agrees to provide written referral instructions to employees and instruct affected employees to bring the English copy of the letter to the SSA. The Employer must allow employees to contest the finding, and not take adverse action against employees if they choose to contest the finding, while their case is still pending. Further, when employees contest a tentative nonconfirmation based upon a photo mismatch, the Employer must take additional steps (see Article III.B. below) to contact DHS with information necessary to resolve the challenge. 13. The Employer agrees not to take any adverse action against an employee based upon the employee's perceived employment eligibility status while SSA or DHS is processing the verification request unless the Employer obtains knowledge (as defined in 8 C.F.R. § 274a.1(1)) that the employee is not work authorized. The Employer understands that an initial inability of the SSA or DHS automated verification system to verify work authorization, a tentative nonconfirmation, a case in continuance (indicating the need for additional time for the government to resolve a case), or the finding of a photo mismatch, does not establish, and should not be interpreted as, evidence that the employee is not work authorized. In any of such cases, the employee must be provided a full and fair opportunity to contest the finding, and if he or she does so, the employee may not be terminated or suffer any adverse employment consequences based upon the employee's perceived employment eligibility status Page 3 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 ON E-Veri fo Company ID Number: 219154 (including denying, reducing, or extending work hours, delaying or preventing training, requiring an employee to work in poorer conditions, withholding pay, refusing to assign the employee to a Federal contract or other assignment, or otherwise assuming that he or she is unauthorized to work) until and unless secondary verification by SSA or DHS has been completed and a final nonconfirmation has been issued. If the employee does not choose to contest a tentative nonconfirmation or a photo mismatch or if a secondary verification is completed and a final nonconfirmation is issued, then the Employer can find the employee is not work authorized and terminate the employee's employment. Employers or employees with questions about a final nonconfirmation may call E-Verify at 1-888-464- 4218 (customer service) or 1-888-897-7781 (worker hotline). 14. The Employer agrees to comply with Title VI of the Civil Rights Act of 1964 and section 274B of the INA as applicable by not discriminating unlawfully against any individual in hiring, firing, employment eligibility verification, or recruitment or referral practices because of his or her national origin or citizenship status, or by committing discriminatory documentary practices. The Employer understands that such illegal practices can include selective verification or use of E-Verify except as provided in part D below, or discharging or refusing to hire employees because they appear or sound "foreign" or have received tentative nonconfirmations. The Employer further understands that any violation of the immigration -related unfair employment practices provisions in section 274B of the INA could subject the Employer to civil penalties, back pay awards, and other sanctions, and violations of Title VI could subject the Employer to back pay awards, compensatory and punitive damages. Violations of either section 274B of the INA or Title VII may also lead to the termination of its participation in E-Verify. If the Employer has any questions relating to the anti -discrimination provision, it should contact OSC at 1-800-255-8155 or 1-800-237-2515 (TDD). 15. The Employer agrees that it will use the information it receives from E-Verify only to confirm the employment eligibility of employees as authorized by this MOU. The Employer agrees that it will safeguard this information, and means of access to it (such as PINS and passwords), to ensure that it is not used for any other purpose and as necessary to protect its confidentiality, including ensuring that it is not disseminated to any person other than employees of the Employer who are authorized to perform the Employer's responsibilities under this MOU, except for such dissemination as may be authorized in advance by SSA or DHS for legitimate purposes. 16. The Employer agrees to notify DHS immediately in the event of a breach of personal information. Breaches are defined as loss of control or unauthorized access to E-Verify personal data. All suspected or confirmed breaches should be reported by calling 1-888-464-4218 or via email at E-Verify(@dhs.gov. Please use "Privacy Incident — Password" in the subject line of your email when sending a breach report to E-Verify. 17. The Employer acknowledges that the information it receives from SSA is governed by the Privacy Act (5 U.S.C. § 552a(i)(1) and (3)) and the Social Security Act (42 U.S.C. 1306(a)). Any person who obtains this information under false pretenses or uses it for any purpose other than as provided for in this MOU may be subject to criminal penalties. 18. The Employer agrees to cooperate with DHS and SSA in their compliance monitoring and evaluation of E-Verify, which includes permitting DHS, SSA, their contractors and other agents, upon Page 4 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 ON E-Veri fo Company ID Number: 219154 reasonable notice, to review Forms 1-9 and other employment records and to interview it and its employees regarding the Employer's use of E-Verify, and to respond in a prompt and accurate manner to DHS requests for information relating to their participation in E-Verify. 19. The Employer shall not make any false or unauthorized claims or references about its participation in E-Verify on its website, in advertising materials, or other media. The Employer shall not describe its services as federally -approved, federally -certified, or federally -recognized, or use language with a similar intent on its website or other materials provided to the public. Entering into this MOU does not mean that E-Verify endorses or authorizes your E-Verify services and any claim to that effect is false. 20. The Employer shall not state in its website or other public documents that any language used therein has been provided or approved by DHS, USCIS or the Verification Division, without first obtaining the prior written consent of DHS. 21. The Employer agrees that E-Verify trademarks and logos may be used only under license by DHS/USCIS (see M-795 (Web)) and, other than pursuant to the specific terms of such license, may not be used in any manner that might imply that the Employer's services, products, websites, or publications are sponsored by, endorsed by, licensed by, or affiliated with DHS, USCIS, or E-Verify. 22. The Employer understands that if it uses E-Verify procedures for any purpose other than as authorized by this MOU, the Employer may be subject to appropriate legal action and termination of its participation in E-Verify according to this MOU. B. RESPONSIBILITIES OF FEDERAL CONTRACTORS 1. If the Employer is a Federal contractor with the FAR E-Verify clause subject to the employment verification terms in Subpart 22.18 of the FAR, it will become familiar with and comply with the most current version of the E-Verify User Manual for Federal Contractors as well as the E-Verify Supplemental Guide for Federal Contractors. 2. In addition to the responsibilities of every employer outlined in this MOU, the Employer understands that if it is a Federal contractor subject to the employment verification terms in Subpart 22.18 of the FAR it must verify the employment eligibility of any "employee assigned to the contract" (as defined in FAR 22.1801). Once an employee has been verified through E-Verify by the Employer, the Employer may not create a second case for the employee through E-Verify. a. An Employer that is not enrolled in E-Verify as a Federal contractor at the time of a contract award must enroll as a Federal contractor in the E-Verify program within 30 calendar days of contract award and, within 90 days of enrollment, begin to verify employment eligibility of new hires using E-Verify. The Employer must verify those employees who are working in the United States, whether or not they are assigned to the contract. Once the Employer begins verifying new hires, such verification of new hires must be initiated within three business days after the hire date. Once enrolled in E-Verify as a Federal contractor, the Employer must begin verification of employees assigned to the contract within 90 calendar days after the date of enrollment or within 30 days of an employee's assignment to the contract, whichever date is later. Page 5 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 ON E-Veri fo Company ID Number: 219154 b. Employers enrolled in E-Verify as a Federal contractor for 90 days or more at the time of a contract award must use E-Verify to begin verification of employment eligibility for new hires of the Employer who are working in the United States, whether or not assigned to the contract, within three business days after the date of hire. If the Employer is enrolled in E-Verify as a Federal contractor for 90 calendar days or less at the time of contract award, the Employer must, within 90 days of enrollment, begin to use E-Verify to initiate verification of new hires of the contractor who are working in the United States, whether or not assigned to the contract. Such verification of new hires must be initiated within three business days after the date of hire. An Employer enrolled as a Federal contractor in E-Verify must begin verification of each employee assigned to the contract within 90 calendar days after date of contract award or within 30 days after assignment to the contract, whichever is later. c. Federal contractors that are institutions of higher education (as defined at 20 U.S.C. 1001(a)), state or local governments, governments of Federally recognized Indian tribes, or sureties performing under a takeover agreement entered into with a Federal agency under a performance bond may choose to only verify new and existing employees assigned to the Federal contract. Such Federal contractors may, however, elect to verify all new hires, and/or all existing employees hired after November 6, 1986. Employers in this category must begin verification of employees assigned to the contract within 90 calendar days after the date of enrollment or within 30 days of an employee's assignment to the contract, whichever date is later. d. Upon enrollment, Employers who are Federal contractors may elect to verify employment eligibility of all existing employees working in the United States who were hired after November 6, 1986, instead of verifying only those employees assigned to a covered Federal contract. After enrollment, Employers must elect to verify existing staff following DHS procedures and begin E-Verify verification of all existing employees within 180 days after the election. e. The Employer may use a previously completed Form 1-9 as the basis for creating an E-Verify case for an employee assigned to a contract as long as: i. That Form 1-9 is complete (including the SSN) and complies with Article II.A.6, ii. The employee's work authorization has not expired, and iii. The Employer has reviewed the Form 1-9 information either in person or in communications with the employee to ensure that the employee's Section 1, Form 1-9 attestation has not changed (including, but not limited to, a lawful permanent resident alien having become a naturalized U.S. citizen). f. The Employer shall complete a new Form 1-9 consistent with Article II.A.6 or update the previous Form 1-9 to provide the necessary information if: i. The Employer cannot determine that Form 1-9 complies with Article II.A.6, ii. The employee's basis for work authorization as attested in Section 1 has expired or changed, or iii. The Form 1-9 contains no SSN or is otherwise incomplete. Note: If Section 1 of Form 1-9 is otherwise valid and up-to-date and the form otherwise complies with Page 6 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 ON E-Veri fo Company ID Number: 219154 Article II.C.5, but reflects documentation (such as a U.S. passport or Form 1-551) that expired after completing Form 1-9, the Employer shall not require the production of additional documentation, or use the photo screening tool described in Article II.A.5, subject to any additional or superseding instructions that may be provided on this subject in the E-Verify User Manual. g. The Employer agrees not to require a second verification using E-Verify of any assigned employee who has previously been verified as a newly hired employee under this MOU or to authorize verification of any existing employee by any Employer that is not a Federal contractor based on this Article. 3. The Employer understands that if it is a Federal contractor, its compliance with this MOU is a performance requirement under the terms of the Federal contract or subcontract, and the Employer consents to the release of information relating to compliance with its verification responsibilities under this MOU to contracting officers or other officials authorized to review the Employer's compliance with Federal contracting requirements. C. RESPONSIBILITIES OF SSA 1. SSA agrees to allow DHS to compare data provided by the Employer against SSA's database. SSA sends DHS confirmation that the data sent either matches or does not match the information in SSA's database. 2. SSA agrees to safeguard the information the Employer provides through E-Verify procedures. SSA also agrees to limit access to such information, as is appropriate by law, to individuals responsible for the verification of Social Security numbers or responsible for evaluation of E-Verify or such other persons or entities who may be authorized by SSA as governed by the Privacy Act (5 U.S.C. § 552a), the Social Security Act (42 U.S.C. 1306(a)), and SSA regulations (20 CFR Part 401). 3. SSA agrees to provide case results from its database within three Federal Government work days of the initial inquiry. E-Verify provides the information to the Employer. 4. SSA agrees to update SSA records as necessary if the employee who contests the SSA tentative nonconfirmation visits an SSA field office and provides the required evidence. If the employee visits an SSA field office within the eight Federal Government work days from the date of referral to SSA, SSA agrees to update SSA records, if appropriate, within the eight -day period unless SSA determines that more than eight days may be necessary. In such cases, SSA will provide additional instructions to the employee. If the employee does not visit SSA in the time allowed, E-Verify may provide a final nonconfirmation to the employer. Note: If an Employer experiences technical problems, or has a policy question, the employer should contact E-Verify at 1-888-464-4218. D. RESPONSIBILITIES OF DHS 1. DHS agrees to provide the Employer with selected data from DHS databases to enable the Employer to conduct, to the extent authorized by this MOU: a. Automated verification checks on alien employees by electronic means, and Page 7 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 � sect iE-Verfv— or ON a Company ID Number: 219154 b. Photo verification checks (when available) on employees. 2. DHS agrees to assist the Employer with operational problems associated with the Employer's participation in E-Verify. DHS agrees to provide the Employer names, titles, addresses, and telephone numbers of DHS representatives to be contacted during the E-Verify process. 3. DHS agrees to provide to the Employer with access to E-Verify training materials as well as an E-Verify User Manual that contain instructions on E-Verify policies, procedures, and requirements for both SSA and DHS, including restrictions on the use of E-Verify. 4. DHS agrees to train Employers on all important changes made to E-Verify through the use of mandatory refresher tutorials and updates to the E-Verify User Manual. Even without changes to E-Verify, DHS reserves the right to require employers to take mandatory refresher tutorials. 5. DHS agrees to provide to the Employer a notice, which indicates the Employer's participation in E-Verify. DHS also agrees to provide to the Employer anti -discrimination notices issued by the Office of Special Counsel for Immigration -Related Unfair Employment Practices (OSC), Civil Rights Division, U.S. Department of Justice. 6. DHS agrees to issue each of the Employer's E-Verify users a unique user identification number and password that permits them to log in to E-Verify. 7. DHS agrees to safeguard the information the Employer provides, and to limit access to such information to individuals responsible for the verification process, for evaluation of E-Verify, or to such other persons or entities as may be authorized by applicable law. Information will be used only to verify the accuracy of Social Security numbers and employment eligibility, to enforce the INA and Federal criminal laws, and to administer Federal contracting requirements. 8. DHS agrees to provide a means of automated verification that provides (in conjunction with SSA verification procedures) confirmation or tentative nonconfirmation of employees' employment eligibility within three Federal Government work days of the initial inquiry. 9. DHS agrees to provide a means of secondary verification (including updating DHS records) for employees who contest DHS tentative nonconfirmations and photo mismatch tentative nonconfirmations. This provides final confirmation or nonconfirmation of the employees' employment eligibility within 10 Federal Government work days of the date of referral to DHS, unless DHS determines that more than 10 days may be necessary. In such cases, DHS will provide additional verification instructions. ARTICLE III REFERRAL OF INDIVIDUALS TO SSA AND DHS A. REFERRAL TO SSA 1. If the Employer receives a tentative nonconfirmation issued by SSA, the Employer must print the notice as directed by E-Verify. The Employer must promptly notify employees in private of the finding and provide them with the notice and letter containing information specific to the employee's E-Verify Page 8 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 ON E-Veri fo Company ID Number: 219154 case. The Employer also agrees to provide both the English and the translated notice and letter for employees with limited English proficiency to employees. The Employer agrees to provide written referral instructions to employees and instruct affected employees to bring the English copy of the letter to the SSA. The Employer must allow employees to contest the finding, and not take adverse action against employees if they choose to contest the finding, while their case is still pending. 2. The Employer agrees to obtain the employee's response about whether he or she will contest the tentative nonconfirmation as soon as possible after the Employer receives the tentative nonconfirmation. Only the employee may determine whether he or she will contest the tentative nonconfirmation. 3. After a tentative nonconfirmation, the Employer will refer employees to SSA field offices only as directed by E-Verify. The Employer must record the case verification number, review the employee information submitted to E-Verify to identify any errors, and find out whether the employee contests the tentative nonconfirmation. The Employer will transmit the Social Security number, or any other corrected employee information that SSA requests, to SSA for verification again if this review indicates a need to do so. 4. The Employer will instruct the employee to visit an SSA office within eight Federal Government work days. SSA will electronically transmit the result of the referral to the Employer within 10 Federal Government work days of the referral unless it determines that more than 10 days is necessary. 5. While waiting for case results, the Employer agrees to check the E-Verify system regularly for case updates. 6. The Employer agrees not to ask the employee to obtain a printout from the Social Security Administration number database (the Numident) or other written verification of the SSN from the SSA. B. REFERRAL TO DHS 1. If the Employer receives a tentative nonconfirmation issued by DHS, the Employer must promptly notify employees in private of the finding and provide them with the notice and letter containing information specific to the employee's E-Verify case. The Employer also agrees to provide both the English and the translated notice and letter for employees with limited English proficiency to employees. The Employer must allow employees to contest the finding, and not take adverse action against employees if they choose to contest the finding, while their case is still pending. 2. The Employer agrees to obtain the employee's response about whether he or she will contest the tentative nonconfirmation as soon as possible after the Employer receives the tentative nonconfirmation. Only the employee may determine whether he or she will contest the tentative nonconfirmation. 3. The Employer agrees to refer individuals to DHS only when the employee chooses to contest a tentative nonconfirmation. 4. If the employee contests a tentative nonconfirmation issued by DHS, the Employer will instruct the Page 9 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 ON E-Veri a�* fo Company ID Number: 219154 employee to contact DHS through its toll -free hotline (as found on the referral letter) within eight Federal Government work days. 5. If the Employer finds a photo mismatch, the Employer must provide the photo mismatch tentative nonconfirmation notice and follow the instructions outlined in paragraph 1 of this section for tentative nonconfirmations, generally. 6. The Employer agrees that if an employee contests a tentative nonconfirmation based upon a photo mismatch, the Employer will send a copy of the employee's Form 1-551, Form 1-766, U.S. Passport, or passport card to DHS for review by: a. Scanning and uploading the document, or b. Sending a photocopy of the document by express mail (furnished and paid for by the employer). 7. The Employer understands that if it cannot determine whether there is a photo match/mismatch, the Employer must forward the employee's documentation to DHS as described in the preceding paragraph. The Employer agrees to resolve the case as specified by the DHS representative who will determine the photo match or mismatch. 8. DHS will electronically transmit the result of the referral to the Employer within 10 Federal Government work days of the referral unless it determines that more than 10 days is necessary. 9. While waiting for case results, the Employer agrees to check the E-Verify system regularly for case updates. ARTICLE IV SERVICE PROVISIONS A. NO SERVICE FEES 1. SSA and DHS will not charge the Employer for verification services performed under this MOU. The Employer is responsible for providing equipment needed to make inquiries. To access E-Verify, an Employer will need a personal computer with Internet access. ARTICLE V MODIFICATION AND TERMINATION A. MODIFICATION 1. This MOU is effective upon the signature of all parties and shall continue in effect for as long as the SSA and DHS operates the E-Verify program unless modified in writing by the mutual consent of all parties. 2. Any and all E-Verify system enhancements by DHS or SSA, including but not limited to E-Verify checking against additional data sources and instituting new verification policies or procedures, will be covered under this MOU and will not cause the need for a supplemental MOU that outlines these changes. Page 10 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 � sect ifv— ONa� E-Ver 1Ior Company ID Number: 219154 B. TERMINATION 1. The Employer may terminate this MOU and its participation in E-Verify at any time upon 30 days prior written notice to the other parties. 2. Notwithstanding Article V, part A of this MOU, DHS may terminate this MOU, and thereby the Employer's participation in E-Verify, with or without notice at any time if deemed necessary because of the requirements of law or policy, or upon a determination by SSA or DHS that there has been a breach of system integrity or security by the Employer, or a failure on the part of the Employer to comply with established E-Verify procedures and/or legal requirements. The Employer understands that if it is a Federal contractor, termination of this MOU by any party for any reason may negatively affect the performance of its contractual responsibilities. Similarly, the Employer understands that if it is in a state where E-Verify is mandatory, termination of this by any party MOU may negatively affect the Employer's business. 3. An Employer that is a Federal contractor may terminate this MOU when the Federal contract that requires its participation in E-Verify is terminated or completed. In such cases, the Federal contractor must provide written notice to DHS. If an Employer that is a Federal contractor fails to provide such notice, then that Employer will remain an E-Verify participant, will remain bound by the terms of this MOU that apply to non -Federal contractor participants, and will be required to use the E-Verify procedures to verify the employment eligibility of all newly hired employees. 4. The Employer agrees that E-Verify is not liable for any losses, financial or otherwise, if the Employer is terminated from E-Verify. ARTICLE VI PARTIES A. Some or all SSA and DHS responsibilities under this MOU may be performed by contractor(s), and SSA and DHS may adjust verification responsibilities between each other as necessary. By separate agreement with DHS, SSA has agreed to perform its responsibilities as described in this MOU. B. Nothing in this MOU is intended, or should be construed, to create any right or benefit, substantive or procedural, enforceable at law by any third party against the United States, its agencies, officers, or employees, or against the Employer, its agents, officers, or employees. C. The Employer may not assign, directly or indirectly, whether by operation of law, change of control or merger, all or any part of its rights or obligations under this MOU without the prior written consent of DHS, which consent shall not be unreasonably withheld or delayed. Any attempt to sublicense, assign, or transfer any of the rights, duties, or obligations herein is void. D. Each party shall be solely responsible for defending any claim or action against it arising out of or related to E-Verify or this MOU, whether civil or criminal, and for any liability wherefrom, including (but not limited to) any dispute between the Employer and any other person or entity regarding the applicability of Section 403(d) of IIRIRA to any action taken or allegedly taken by the Employer. E. The Employer understands that its participation in E-Verify is not confidential information and may be disclosed as authorized or required by law and DHS or SSA policy, including but not limited to, Page 11 of 17 E-Verify MOU for Employers i Revision Date 06/01/13 W� ram- . E-Veriff �ylll� o Company ID Number: 219154 Congressional oversight, E-Verify publicity and media inquiries, determinations of compliance with Federal contractual requirements, and responses to inquiries under the Freedom of Information Act (FOIA). F. The individuals whose signatures appear below represent that they are authorized to enter into this MOU on behalf of the Employer and DHS respectively. The Employer understands that any inaccurate statement, representation, data or other information provided to DHS may subject the Employer, its subcontractors, its employees, or its representatives to: (1) prosecution for false statements pursuant to 18 U.S.C. 1001 and/or; (2) immediate termination of its MOU and/or; (3) possible debarment or suspension. G. The foregoing constitutes the full agreement on this subject between DHS and the Employer. To be accepted as an E-Verify participant, you should only sign the Employer's Section of the signature page. If you have any questions, contact E-Verify at 1-888-464-4218. Page 12 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 riE-Vefv— or �ylll� Company ID Number: 219154 Approved by: Employer Johnson Engineering, Inc. Name (Please Type or Print) Title Carol J Docker Signature Date Electronically Signed 06/08/2009 Department of Homeland Security — Verification Division Name (Please Type or Print) Title USCIS Verification Division Signature Date Electronically Signed 06/08/2009 Page 13 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 � sect ifv— ONa� E-Ver 1Ior Company ID Number: 219154 Information Required for the E-Verify Program Information relating to your Company: Johnson Engineering, Inc. Company Name 2122 Johnson Street Fort Myers, FL 33901 Company Facility Address PO Box 1550 Fort Myers, FL 33902-1550 Company Alternate Address County or Parish LEE Employer Identification Number 591173834 North American Industry Classification Systems Code 541 Parent Company Number of Employees 100 to 499 Number of Sites Verified for 1 Page 14 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 E-Verifv- Company ID Number: 219154 Are you verifying for more than 1 site? If yes, please provide the number of sites verified for in each State: FLORIDA 1 site(s) Page 15 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 W� ram- . E-Veriff �ylll� o Company ID Number: 219154 Information relating to the Program Administrator(s) for your Company on policy questions or operational problems: Name Kathryn J Dykes Phone Number (239) 461 - 3317 Fax Number (239) 334 - 8787 Email Address kdykes@johnsoneng.com Name Carol J Docker Phone Number (239) 461 - 2430 Fax Number (239) 334 - 8787 Email Address cdocker@johnsoneng.com Page 16 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 E-Verifv- Company ID Number: 219154 Page intentionally left blank Page 17 of 17 E-Verify MOU for Employers I Revision Date 06/01/13