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Agenda 07/13/2021 Item #16A20 (RPS #21-7881 w/Johnson Engineering)07/13/2021 EXECUTIVE SUMMARY Recommendation to approve the selection committee's ranking of Request for Professional Services ("RPS") No. 21-7881, "Old Lely Utilities Improvements," and authorize staff to begin contract negotiations with the top ranked firm, Johnson Engineering, Inc. OBJECTIVE: Obtain expert professional engineering services for Lely Public Utility Renewal (PUR) infrastructure improvements for water, wastewater, stormwater, irrigation quality water, and sidewalks needed to serve our customers with full regulatory compliance, reliability, and sustainability. CONSIDERATIONS: The Lely Neighborhood is located between Rattlesnake Hammock Road to the north, US-41 to the west, Rattlesnake -Hammock Slough to the east, and the Naples Manor Canal to the south. The existing water and wastewater infrastructure were installed in the 1960's and the Irrigation Quality infrastructure was installed in the late 1980's. Those utilities have reached the end of their useful lives. Replacement is necessary to meet demand, stay in compliance, and provide Collier County Water - Sewer District ("CCWSD") customers a compliant and reliable utility system. The stormwater system was installed in the 1960's and is at the end of its useful life, is failing in many locations, and the neighborhood is prone to flooding. In November 2020, Collier County Water, Wastewater, Irrigation Quality Water, GMD Stormwater, and GMD Transportation Planning Divisions coordinated to develop a scope for this PUR project to replace the aging infrastructure in the Lely neighborhood. This project is consistent with the proposed scope of work under Project No. 70197, "Lely PUR project," and is also consistent with the FY2021 Budget approved by the Board of County Commissioners ("Board") on September 17, 2020. On March 5, 2021, the Procurement Services Division released RPS No. 21-7881, Old Lely Utilities Improvements, to 13,957 vendors. The Procurement Services Division received 2 responsive and responsible proposers by the due date of April 22, 2021. The solicitation was extended for an additional two (2) weeks during which staff conducted vendor outreach. A selection committee convened on May 18, 2021 and scored each of the proposals to move on to step 2, presentations. In accordance with Section 287.055 of the Florida Statutes, the Consultants' Competitive Negotiation Act, the evaluation criteria included ability of professional personnel; certified minority business enterprise; past performance/references; project approach, willingness to meet time and budget requirements; location; and recent, current, and projected workloads of the firm. Each firm provided at least three references from clients on projects with a similar size for which the firm provided services similar in scope and complexity within the past three years. The Selection Committee shortlisted the following two firms Johnson Engineering, Inc. and Rummel, Klepper & Kahl, LLP D/B/A RK&K. On June 9, 2021, the Selection Committee reconvened for step 2, presentations and provided the following final ranking: Firm Ranking Johnson Engineering, Inc. 1 Rummel, Klepper & Khal, LLP DB/A RK&K 2 Johnson Engineering, Inc. is qualified and has experience with designing stormwater, water, wastewater, and irrigation quality water projects within Collier County. Johnson Engineering, Inc. has provided engineering services throughout Southwest Florida for over 75 years and has completed numerous Collier Packet Pg. 755 07/13/2021 County projects. Staff recommends approval of the final ranking and authorization to commence contract negotiations with Johnson Engineering, Inc. After a proposed agreement is reached, staff will return to the Board to recommend approval of the agreement. FISCAL IMPACT: There is no fiscal impact associated with this action. Once negotiations are completed, and the contract approved by a future Board action, funding is available in, and is consistent with, the FY2021 Capital Budget approved by the Board on September 17, 2020. The source of funding will be Water Capital Fund (412), Wastewater Capital Fund (414) and Stormwater Bond Fund (327). GROWTH MANAGEMENT IMPACT: This project meets current Growth Management Plan standards to ensure the adequacy and availability of viable public facilities. LEGAL CONSIDERATIONS: This item is approved as to form and legality, and requires majority vote for Board approval.-SAA RECOMMENDATION: To approve the Selection Committee's ranking of RPS No. 21-7881, "Old Lely Utility Improvements", to authorize staff to begin contract negotiations with the top ranked firm, Johnson Engeering Inc., and if staff is unable to reach an agreement with that firm, to negotiate with the next ranked firm consistent with the CCNA's policies and procedures. Prepared by: Liz Gosselin, Project Manager, Capital Project Planning, Impact Fees and Program Management ATTACHMENT(S) 1.21-7881 Notice of Recommended Award (PDF) 2.21-7881 Final Ranking (PDF) 3.21-7881 Solicitation (PDF) 4. [Linked] 21-7881 Johnson Engineering Proposal (PDF) Packet Pg. 756 16.A.20 07/13/2021 COLLIER COUNTY Board of County Commissioners Item Number: 16.A.20 Doe ID: 16344 Item Summary: Recommendation to approve the selection committee's ranking of Request for Professional Services ("RPS") No. 21-7881, "Old Lely Utilities Improvements," and authorize staff to begin contract negotiations with the top ranked firm, Johnson Engineering, Inc. Meeting Date: 07/13/2021 Prepared by: Title: Associate Project Manager — Capital Project Planning, Impact Fees, and Program Management Name: Liz Gosselin 06/22/2021 4:09 PM Submitted by: Title: Division Director - IF, CPP & PM — County Manager's Office Name: Amy Patterson 06/22/2021 4:09 PM Approved By: Review: Public Utilities Planning and Project Management Benjamin Bullert Capital Project Planning, Impact Fees, and Program Management Gerald Kurtz Procurement Services Caroline Blevins Level 1 Purchasing Gatekeeper Public Utilities Planning and Project Management Diana Dueri Growth Management Department Lissett DeLaRosa Growth Management Department Public Utilities Planning and Project Management Tom Chmelik Procurement Services Sandra Herrera Additional Reviewer Growth Management Operations Support Christopher Johnson Capital Project Planning, Impact Fees, and Program Management Matthew McLean Growth Management Department Lisa Taylor Additional Reviewer Growth Management Department Liz Gosselin Growth Management County Attorney's Office Sally Ashkar Level 2 Attorney Review Growth Management Department Trinity Scott Transportation Office of Management and Budget Debra Windsor Level 3 OMB Gatekeeper Review County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Office of Management and Budget Susan Usher Additional Reviewer Additional Reviewer Completed Additional Reviewer Completed Completed 06/22/2021 5:04 PM Additional Reviewer Completed Completed 06/23/2021 8:37 AM Additional Reviewer Completed Completed 06/23/2021 9:40 AM Additional Reviewer Completed Additional Reviewer Completed Completed 06/23/2021 10:48 AM Skipped 06/22/2021 4:24 PM Completed 06/24/2021 8:35 AM Completed 06/24/2021 3:09 PM Completed 06/24/2021 4:00 PM Completed 06/24/2021 4:14 PM Completed 07/03/2021 2:52 PM Packet Pg. 757 07/13/2021 County Manager's Office Board of County Commissioners Amy Patterson Level 4 County Manager Review Geoffrey Willig Meeting Pending Completed 07/04/2021 4:50 PM 07/13/2021 9:00 AM Packet Pg. 758 DocuSign Envelope ID: 92356CAO-FO9B-4OF3-909C-CC31566081 BO 001[iev County Administrative Services Department Procurement Services Division Notice of Recommended Award Solicitation: 21-7881 Title: Design Services for Old Lely Utilities Improvements Due Date and Time: April 22, 2021 at 3:OOPM Respondents: Company Name City County State Final Ranking Responsive/Responsible Johnson Engineering, Inc. Fort Myers Lee FL 1 YES/YES Rummel, Klepper & Kahl, LLP D/B/A RK&K Naples Collier FL 2 YES/YES Utilized Local Vendor Preference: Yes 0 No - Recommended Vendors) For Award: On March 5th, 2021, the Procurement Services Division released notices for Request for Professional Services (RPS) 21-7881 Design Services for Old Lely Utilities Improvements. Thirteen thousand nine hundred and fifty- seven (13,957) were notified, ninety vendors (90) viewed the RPS information and two (2) proposals were reviewed by the due date of April 22"d, 2021 at 3:OOpm. The solicitation was extended for an additional two (2) weeks during which staff conducted vendor outreach The Selection Committee convened on May 181h, 2021 as described in step 1 of the solicitation documents, the committee scored each of the proposals and shortlisted the following two (2) firms to move to step 2 in the order listed below: Johnson Engineering, Inc Rummel, Klepper & Khal, LLP D/B/A RK&K On June 9th, 2021 the Selection Committee reconvened for step 2, presentations and final ranking. The firms were ranked as follows: Johnson Engineering, Inc., ranked as 1 Rummel, Klepper & Kahl, LLP D/B/A RK&K ranked as 2 Staff is recommending negotiations with the top ranked firm, Johnson Engineering, Inc. Contract Driven = Purchase Order Driven 0 00 00 ti N r C m E t R .r r a Packet Pg. 759 DocuSign Envelope ID: 92356CAO-FO9B-4OF3-909C-CC31566081 BO 16.A.20.a Project Manager: DocuSigned by: 055564AC9BA04BD... by: Required Signatures Procurement Strategist: I 1 ak,w n- &,& b/1D/LVL1 Procurement Services Director: FDocuSigned by: �. H Sandr ff@M79B554F5... 6/15/2021 Date 00 00 ti N C d E t V R r a Packet Pg. 760 16.A.20.b comer County Administrative Services Division Procurement Services RPS #: 21-7881 Title: Design Services for Old Lely Utilties Improvements Selection Committee Final Ranking Sheet Name of Firm Liz Gosselin Mark Zordan Pam Libbey Diana Dueri Lourdes Santiago Total Selection Committee Final Rank Johnson Engineering Inc. 1 2 1 1 1 6 1.0000 RK&K 2 1 2 2 2 9 2.0000 Procurement Professional PATRICK BOYLE a� c Y C R C U- 00 00 ti N C d E L V R a+ a+ Q Page 1 of 1 Packet Pg. 761 16.A.20.c collier county Administrative Services Department 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 FOR Design Services for Old Lely Utilities Improvements RPS NO.: 21-7881 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. 762 SOLICITATION PUBLIC NOTICE 16.A.20.c REQUEST FOR PROFESSINAL 21-7881 SERVICES (RPS) NUMBER: PROJECT TITLE: Design Services for Old Lely Utilities Improvements RPS OPENING DAY/DATE/TIME: April 22t'd 2021 at 3:00pm 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: httDs://www.bidsvnc.com/bidsvnc-cas/ INTRODUCTION As requested by the Public Utilities Engineering and 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. The results of this solicitation may be used by other County departments once awarded according to the Board of County Commissioners Procurement Ordinance, as amended. 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, Irrigation Quality (IQ) Water, and Wastewater Systems. Because of the age and condition of the Public Utilities infrastructure in Old Lely neighborhood, a program has been established to systematically replace existing aging water and wastewater systems and the potential of adding additional wastewater and IQ water piping. To minimize construction related impacts to the neighborhood, potable water, wastewater, irrigation quality water, stormwater management infrastructure, and sidewalks will be performed concurrently. The Stormwater Management (SWM) and Transportation Planning sections of the Growth Management Department (GMD) join with PUD infrastructure renewal projects to deliver a complete infrastructure replacement project. TERM OF CONTRACT County reserves the right to modify this scope during negotiations for budgetary reasons. The contract term, if an award(s) is/are made is intended to be for. 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 GMD and PUD are interested in contracting with a qualified design team to develop and implement infrastructure improvements in the Old Lely neighborhood located between Rattlesnake Hammock Rd to the north, US-41 to the west, Rattlesnake -Hammock Slough to the east, and the Naples Manor North Canal to the south (see attached project area map). The Design team will provide design project management consisting of, but not be limited to, the following: a. Attend progress meetings with PUD and GMD staff as needed b. Attend public informational meetings with PUD and GMD 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 M IL 3 m c a� :r IL m J M �O c 0 :r .r 0 co 00 00 N r+ c d E t U M Q Packet Pg. 763 i. Public Relations assistance 16.A.20.c j. Infrastructure Modeling k. Infrastructure preliminary design 1. Infrastructure design in. Subsurface investigations of underground utilities n. Geotechnical surveys o. Land surveying p. Permitting q. Bid package per phase Attend Project Design Progress Meetings: Design meetings with PUD and GMD 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 firmed 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 and GMD 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. a 1. Phase 1: Preliminary Engineering Design m TASK 1.1 — Project Start-up a� a. Initial Kick -Off Meeting — The FOR will organize an initial kick-off meeting with PUD and GMD 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 fund available sources. The FOR team shall prepare a project agenda and written meeting minutes summarizing the discussion and project action plan. a 21 b. Utility Master Plans — The FOR team will review the CCWSD's utility master plans prior to the kick-off meeting to � determine if any master plan work is required in or around the project area. c. Initial Project Timeline — FOR team will prepare an initial project timeline and submit to PUD and GMD staff at the Initial to 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 and GMD staff at their request. p TASK 1.2 — Preliminary Engineering Report / Hydraulic Analysis :r M a. Gather and review record drawings of existing utilities including all stormwater components and existing sidewalks along 0 CO the project corridor. o EO b. Prepare a hydraulic model by developing a pipe and node schematic of the proposed water main system based on the N selected preliminary layout. Modeling program to be determined. c d c. Prepare a hydraulic model by developing a pipe and node schematic of the proposed force main system based on the t selected preliminary layout. Model will include the force main network connecting multiple pump stations including all U pump stations within the Old Lely project area. Modeling program shall be InfoSWMM or Compatible. Q d. Assist PUD staff with collecting and providing historical operating data as needed. The data to be collected and reviewed shall include: • Recent pump down test performed on stations • Existing valves conditions for Water and Wastewater infrastructure • Elapsed time meter data collected from operations staff • Water bills • Record drawings and pump curves of existing pump stations; and • Available SCADA information. e. With assistance from PUD staff, install pressure data loggers on existing water main system along the project corridor to establish existing pressure conditions. Pressure will be collected for one (1) week using acceptable pressure transducers that will be installed on water air release valves or hydrants. This Task includes setting up and installing pressure transducers on air release valves or hydrants, downloading data and providing graphical results to PUD. Packet Pg. 764 f. Utilizing information gathered in Task e, calibrate the water model by comparing model results to field collect 16.A.20.c Adjust parameters representing the system until model -predicted performance reasonably agrees with measured system performance over a wide range of operating conditions. g. With assistance from PUD staff, install level transducers in wet wells of CCWSD owned and maintained pump stations within the project area, to monitor water levels. Data will be used to calculate flow rates for a period of one week during the dry season and one week during the wet season, or as accepted by EPMD including pumping rates and inflows. A diurnal flow curve will also be generated using the collected wet well data. Task includes setting up and installing low pressure transducers in pump station wet wells, downloading data and provide graphical results to PUD. PUD staff will provide FOR access to pump station sites. This scope includes evaluating all pump stations within the Old Lely project area. h. With assistance from PUD staff, install pressure data loggers on existing force main system along the project corridor and simultaneously with the wet well testing to establish existing pressure conditions. Pressure will be collected for one (1) week using acceptable pressure transducers that will be installed on wastewater air release valves or pump station pump outs. This Task includes setting up and installing pressure transducers on air release valves or pump station pump outs, downloading data and providing graphical results to PUD. i. Utilizing information gathered in Tasks g and h, calibrate the wastewater model by comparing model results to field collected data. Adjust parameters representing the system until model -predicted performance reasonably agrees with measured system performance over a wide range of operating conditions. j. Based on the model results in Task i, evaluate pump stations within the Old Lely project area to determine, if possible, that upgrades are necessary to accommodate the proposed new improvements. k. Evaluate the feasibility for relocating or eliminating existing lift stations within the project area. 1. Evaluate the feasibility of installing fiber conduits and cable to connect the lift stations within the project area and loop the system with existing fiber cable infrastructure adjacent to the project boundaries. Coordinate with the County's Information technology Department to identify the nodes to connect to. in. Evaluate the alignment of fiber cable conduits within the project boundaries. n. Propose the stormwater quality treatment concepts to be utilized. o. Propose the drainage and stormwater management concepts to be utilized and lay out (plan and profile views). p. Prepare a link/node model of the stormwater system for flow characteristics and level of service (modeling program to be determined), and water quality enhancement (Harvey Harper methodology) including the following: Existing Conditions Analysis Development: • Using LIDAR data and GIS processing to establish flow paths and sub -basin delineation. Utilize standard surveying methods to check key locations and/or where LiDAR does not produce sufficient definition and/or accuracy to reflect existing conditions. • GIS processing to establish stage/storage relationships and other in -basin parameters that control runoff. • Perform the necessary research to identify all data needed to develop existing conditions analysis. • Definition of link/node network and compilation of structure data to be included in the analysis. • Initial analysis runs to troubleshoot and verify that it is numerically stable. • Analysis calibration/verification against known flood elevations, if available. • Model design storms with return frequencies of 5, 10, and 25 years and produce inundation maps in GIS. These will be used to define the predicted extent of flooding in the study area. From these analyses, GMD will be able to state the depth of water over the flooded streets during the storm events and compare that to the County Level of Service criteria. 2. Proposed Conditions Analysis Development (scenarios). Estimate nutrient removal: Use GIS processing to calculate pollutant load by land use type and sub -basin for the existing conditions analysis. Evaluate nutrient removal for proposed conditions. Present pre and post conditions flooding evaluation development and results, for scenario evaluations, and for water quality evaluation. Pre and post condition analysis will include a description of the expected benefits as a result of the proposed improvements compared to the existing conditions (for each scenario). n a 3 m a� r :r 2 IL m J M m c 0 :r M .2 0 co 00 ao N c a) E s U 0 Q Packet Pg. 765 16.A.20.c • The stormwater hydraulic modeling analysis will include the entire Project area. The analysis out limits of the Project area assumes Collier County and/or the Big Cypress Basin/South Florida Water Management District will provide current hydraulic analysis data/reports of the receiving canal. q. Analyze and asses existing conditions of major stormwater structures/facilities (e.g. stormwater outfall pipes) r. Analyze existing sidewalks conditions and propose new sidewalks within the project area. s. Analyze and asses existing condition of the 30" PVC IQ main on St Andrews Blvd. t. Evaluate the feasibility of installing fiber u. Gather and analyze information about septic tanks within the project area and propose conversion of septic tanks to sewer pipes. Provide a list of grants available for this effort. v. Review CCWSD's potable water, wastewater and irrigation quality water systems to identify and recommend improvements that fall inside the project area. Review will include: W • Water System - Review master plan to determine any planned improvements and interview PUD operations staff M to determine existing size, material and any current issues. Soft dig information will also be used to determine a size and condition. 3 • Wastewater System - Review master plan to determine any planned improvements, interview PUD operations m staff to determine existing size, material and any current issues, and perform gravity sewer condition assessment ari W to determine pipe condition. • Irrigation Quality Water - Review master plan to determine any planned improvements, interview PUD operations staff to determine existing size, material and any current issues. Evaluate the feasibility to provide IQ 2 water service to the area and, evaluate current IQ water system including supply source(s). 73 M a 21 w. Prepare Preliminary Engineering Report. The report shall consist of, but not be limited to, the following sections, m -J incorporating results of previous tasks herein: • Section 1 - Executive Summary • Section 2 - Introduction • Section 3 - Existing Water Facilities Testing c C :r • Section 4 - Existing Wastewater Facilities Testing M • Section 5 - Review of Existing Water, Wastewater, and Irrigation Quality Water Infrastructures i0 • Section 6 - Water Hydraulic Model Results T_ • Section 7 - Wastewater Hydraulic Model Results ao • Section 8 — Stormwater Management Hydraulic and Hydrologic Modeling Results and Proposed Stormwater N Facilities Plan c • Section 9 — Propose sidewalks a) E • Section 10 - Project Phasing Plan z • Section 11 - Preliminary Cost Estimate Q • Section 12 - Summary and Recommendations x. FOR will submit draft copies of the Preliminary Engineering Report to PUD and GMD staff for review. y. The FOR will organize and conduct a meeting with PUD and GMD staff to discuss the Preliminary Engineering Report. Revise Report as required to reflect comments. FOR will submit final report and electronic files containing the final report in PDF format. TASK 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. Packet Pg. 766 16.A.20.c 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, perimeter 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 and GMD staff. Submit an AutoCad file (dwg format - version 2018 to 2020) of the boundary and topographic survey to PUD and GMD a staff. The boundary and topographic map shall include the latest aerial photography as a background. 3 TASK 1.4 - Geotechnical Investigation m y a. Perform all necessarysoil borings within project area to install proposed utility lines , stormwater structures and pipes. g p J P p �' O p.p r 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 a geotechnical engineer on bedding material, subsurface conditions and any other items that pertain to the construction >, project. mJ c. FOR team shall submit two (2) signed and sealed reports to PUD and GMD Staff. M m TASK 1.5 - Soft Dig Investigation c 0 a. Meet with PUD Staff on -site to review procedures to complete the soft dig investigations. M b. Excavate existing utilities within the project area to include, but not be limited to, horizontal and vertical location of =0 existing utility pipe, type of utility pipe, size of utility pipe, utility pipe material and condition of existing pipe material. CO FOR team will call Sunshine One if the utility mark-ups need to be refreshed. Soft dig investigations shall be performed o using an approved air/vacuum piece of equipment that will keep the disturbance to a minimum and shall not damage any ti existing facilities. N c. Field mark all existing utilities found either by wooden lathes or by marking on the pavement (nail & paint). Marks need w m to remain during the design phase but lathes need to be removed after the final plans have been approved. s d. FOR team shall repair all excavation holes in the natural ground and/or pavement to a condition as equal to or better than the original condition. Q e. FOR team shall provide one (1) full size, one (1) half size plan and AutoCad file (dwg format - version 2018 to 2020) of the soft dig investigation in the project area to PUD and GMD Staff. TASK 1.6 - 30% Plans Preparation The FOR shall prepare 30% construction plans based on the approved preliminary engineering report. 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. Packet Pg. 767 16.A.20.c 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 and GMD Staff. e. Organize and conduct a 30% plan review meeting with PUD and GMD staff to discuss the preliminary construction plans. Revise construction plans as required to reflect PUD and GMD comments. f. Submit a phasing plan to PUD and GMD staff for review and approval. Phasing Plan shall include construction costs for each phase. Task 1.7 — Public Involvement FOR and their subconsultant(s) shall complete all required public involvement services throughout the preliminary engineering design phase upon request of the Project Manager. 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 informational newsletter(s) which describes the project and addresses frequently asked questions. c. Press releases as necessary for notification to the public. d. Establishing and maintaining a public "Hotline." Coordination with PUD staff will be included should this interface be required. e. Maintaining the Project Customer Service Log using PUD provided template. f. Early coordination with stakeholders (e.g. golf courses) g. Respond to public concerns h. Attending design progress meetings, as needed, for the duration of the design. i. Secure site and develop meeting materials for the design public meeting(s). Create web page for project and update it weekly 2. Phase 2: Design Task 2.1 Final Design and Permitting Phase a. On the basis of the accepted preliminary engineering report, phasing plan, and 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 GMD's stormwater and transportation planning 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 and GMD 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. Stormwater Management specifications shall be in accordance with current FDOT specifications, including current County Right -of -Way construction specifications. 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 • Infrastructure Plan and Profile a 3 m a� :r 2 IL m J M m c 0 :r M .2 0 co 00 00 ti N :.o c m E s U R iN Packet Pg. 768 16.A.20.c • 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 and GMD staff at the agreed upon completion stages in the project and make appropriate changes requested. e. Assist EPMD and GMD in the application process for grants. f. Prepare a permit application for submittal to the Florida Department of Environmental Protection (FDEP) and provide backup documentation including drawings and specifications. Respond to all request for additional information (RAI) from the FDEP. Permitting fees will be paid by the FOR team and reimbursed by EPMD. g. South Florida Water Management District (SFWMD) Notice General or Individual permit and dewatering permit. h. Preparation of Notice of Intent (NOI) to use the Generic Permit for Discharge of Ground Water. a i. Dewatering Operations: Offsite discharge of produced groundwater requires submittal of a Notice of Intent (NOI) through w the FDEP NPDES program. The NOI that will be signed by the Owner/Applicant requires certification that contaminants W are not present in groundwater. The consultant must prepare the NOI for Owner signature, prepare an application letter, and to submit the form to the FDEP. The application letter will include details regarding the dewatering plan, temporary storage/treatment of dewatering effluent for turbidity, the location of offsite discharge points, and a review of potential contaminated sites from FDEP databases. FDEP offsite discharge permits have a duration of 5 years. Task 2.2 Bidding and Award Phase a 21 With the exception of the following, bid/quote services will be performed by the Collier County Procurement Department. � FOR will assist the County with the following: M a. Assist in preparing addenda, as required, to interpret, clarify, or expand the Bidding Documents. b. Consult with and advise the County as to the acceptability of the contractor and subcontractors, suppliers and other p 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. 2 c. Consult with the County concerning, and determine the acceptability of, substitute material and equipment proposed by 0 co the Contractor when substitution prior to the award of contracts is allowed by the Bidding Documents. oo EO d. Attend a pre-bid/quote conference N e. Attend the bid opening, review bids, qualifications, E z f. Provide a recommendation letter of award along with a "Reference Log" showing date, time, and comments of all UM contacted references provided by the prospective contractor. Q Task 2.3 Public Involvement FOR and their subconsultant(s) shall complete all required public involvement services throughout the design phase. Work under this item is to include, but not be limited to, the following: j. 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. k. Preparing informational newsletter(s) which describes the project and addresses frequently asked questions. 1. Press releases as necessary for notification to the public. in. Establishing and maintaining a public "Hotline." Coordination with PUD staff will be included should this interface be required. Packet Pg. 769 n. Maintaining the Project Customer Service Log using PUD provided template. o. Respond to public concerns p. Attending design progress meetings, as needed, for the duration of the design. q. Secure site and develop meeting materials for the design public meeting(s). r. Create web page for project and update it weekly. 3. Phase 3 — Post Design (Consultation Services During Construction) Task 3.1 — Construction Administration 16.A.20.c 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. 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. 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 approach to the job, that it is following sound engineering and construction practices and that it identifies all critical path 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 and GMD 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 and GMD staff, FOR shall revise construction plans based on response to RFI. 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. Review the pre -construction video and pictures assessment book provided by the selected contractor. Generate a list of issues and submitted to the Project Manager no later than two (2) business days after receiving the materials from the a 3 m c a� :r IL m J M m c 0 :r M .r .2 0 co 00 00 ti N C 0 E s U 0 Q contractor. Packet Pg. 770 16.A.20.c 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. 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 Florida Department of Environmental Protection for the completed sections of the CCWSD'S water and wastewater systems. n. 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 contractor in accordance with the Plans and Specifications of the Contract Documents as amended by the EOR. All services related to the Final Construction Certification shall be provided to the Project Manager of the Project. o. Asset Management Record Information — FOR shall provide all information in the electronic format stipulated by PUD staff required to populate the PUD's GIS and Asset Management system in place at the time of project completion. FOR shall provide all information in the electronic format stipulated by GMD staff required to populate the GMD's GIS and Asset Management system in place at the time of project completion. p. 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. FOR shall provide GMD with one complete file, itemized and indexed, of all project stormwater and sidewalk related records at the conclusion of the Project. Task 3.2 — Construction Observation and Documentation EOR's inspector (Construction Inspector) shall observe regular construction and testing activities related to the Project as directed by the Project Manager, including rehabilitation work. Construction/testing reports and photos of construction will be prepared by the onstruction inspector on a daily basis. All construction documentation will be provided no later than 7 PM on the date of construction via electronic E-mail to the Project Delivery Team and designated recipients. Both a hard copy and an electronic copy shall be kept in the project file of the FOR and given to PUD staff upon completion of the project. In similar fashion, complete copies of stormwater and sidewalk related documentation shall be given to GMD staff upon completion of the project. The (or activity observer) will provide the services outlined below. This section also incorporates activity observations associated with the design phase (i.e. - smoke testing, flow monitoring, inspections, etc.). Note that Construction Engineering Inspection (CEI) is not part of the Specifications or Scope of Work stated. a. Construction/Testing Observation — The Construction Inspector will conduct on -site observations and inspections of all construction/testing activities on the Project on a full or part time basis unless directed otherwise by the Project Manager to ensure that all work is completed in accordance with the Contract Documents. The Construction Inspector will inform the Project Manager, EOR, and the on -site superintendent of the construction/testing contractor of any concerns related to conformance of the work with the Contract Documents (a concern or an Issue) as an attempt to resolve any concern or issue on -site. If the concern or issue is not immediately resolved in the field, the Construction Inspector shall inform the FOR and the Project Manager in writing about the concern or issue within eight (8) business hours, but not more than one business day after the discovery of any concern or issue. The FOR will be responsible for investigating the concern or issue and resolving the same through a written directive to the construction contractor and so inform the Project Manager and the Construction Inspector in writing. This protocol will be initiated any time the Construction Inspector becomes aware of any construction that is unsatisfactory, faulty or defective, does not conform to the Contract Documents, does not meet the requirements of any inspections, tests or approval required to be made, or has been damaged before final payment. The Construction Inspector will maintain a separate Issue Resolution Log documenting any issue or concern that is conveyed in writing to the EOR, including the written directive resolving the issue or concern. a 3 m a� :r IL m J M co c 0 :r M .r .2 0 co 00 Lo IL c d E t U 0 Z, b. Daily Log and Construction Documentation — The Construction Inspector will prepare a daily log with pictures recording activities and details related to the work on a form approved in advance by the Project Manager. Information will be recorded in the log when at the Project Site. Log entries will record all relevant aspects of the construction observed while Packet Pg. 771 on site including, but not limited to: construction crew (labor) details, equipment used, materials used, complianc 16.A.20.c and inspection performed, weather, temperature, site conditions, trench conditions, backfill material used, dewatering methods, compaction methods, location of the work, and all other details related to the Work. The log will reference the digital photographs and or video taken with appropriate file names and file locations. In addition to the construction details, the daily log will contain information related to: time and hours on the job site, weather conditions, data pertaining to questions of quantities of materials used, extras or deductions, list of visiting officials and representatives of manufacturers, fabricators, suppliers and distributors, observations in general and specific observations in more detail as in observing test procedures, conformance inspection of materials and fittings, name plate data for equipment and material installed, and other information requested by the Project Manager. Logs, photograph files and other construction documentation will be provided to the Project Manager by the Construction Inspector on a daily basis in an electronic file via E-mail, on a digital CD only if requested by the Project Manager and a printed copy to be maintained on the project site in the inspector's trailer. c. Photographic and Video Record — The Construction Inspector will provide a comprehensive digital photographic record of all construction activities related to the Project. The digital file names will be referenced in the log along with a brief description of the photograph, the date and time of the photograph and the name of the photographer. The digital files will be transferred via E-mail to the Project Manager on a daily basis, to a digital CD if requested by the Project Manager and submitted on a daily basis along with the construction documentation. The photographs may be electronic sent via E-mail to the Project Manager on a daily basis. If requested by the Project Manager, pictures will be printed in high resolution color, two captioned photos per 8 '/z" x I I" sheet, printed one side only. The prints if requested will be provided to the Project Manager when needed. If requested by the Project Manager, Video will be provided in digital format on DVD bi- weekly. d. General Coordination — The Construction Inspector will coordinate all activities related to the Project between the construction contractor, the FOR and the Project Manager. The Construction Inspector will oversee substantial and final completion inspections, and prepare and maintain the punch list, including follow-up inspections to ensure that punch list items are corrected and/or completed. e. Observe Regulatory Agency Inspections — The inspector will accompany visiting inspectors representing any regulatory agencies having jurisdiction over the Project and will record all discussions and the outcome of these regulatory inspections in the logs. The inspector will always notify the Project Manager prior to any such inspections. f. Substantial Completion Inspections — The Construction Inspector will conduct substantial completion inspections when requested by the construction contractor and the FOR recommends that the work is sufficiently complete to warrant a substantial completion inspection. During the substantial completion inspection, the Construction Inspector will prepare a punch list of items requiring completion or correction to the satisfaction of the FOR and the Project Manager. The Construction Inspector will be responsible for maintaining the punch -list and issuing updates to the punch -list on a weekly basis. The Construction Inspector will coordinate and participate in the final walk-through to ensure that the punch -list items are completed to the satisfaction of the FOR and the Project Manager. All services related to the Substantial Completion Inspection shall be provided in writing and pictures to the Project Manager for the Project. g. Final Completion Inspection - Upon the request of the construction contractor and concurrence of the FOR and the Project Manager, the Construction Inspector will conduct final inspections of portions of the project, as they are finished to determine if construction has been completed in accordance with the Contract Documents and the construction contractor has fulfilled all obligations therein. Based on the results of the final inspection, the EOR, Project Manager, and the Construction Inspector will judge the work complete or not complete. If the work is judged complete, the Construction Inspector will issue a "notice of final acceptance and recommendation for final payment". If the work is judged not complete, the Construction Inspector will issue written instructions to the construction contractor identifying the work judged not complete. Upon provision of the construction contractor evidence or assurance that the deficiencies noted above have been corrected or completed, a second final inspection will be scheduled to verify that the outstanding issues have been resolved and the Construction Inspector can issue a "notice of final acceptance and recommendation for final payment". All services related to the Final Completion Inspection shall be provided to the Project Manager of the Project. h. General Management and Oversight — The Construction Inspector will provide support services customarily related to the construction observation and inspection of similar projects including, but not limited to: 1. Participate in a pre -construction meeting with the Project Manager, EOR, and the general contractor. 2. Participate in project progress meetings as described or implied herein. a 3 m c a� :r IL 21 m J M co c 0 :r M .r 0 co 00 00 ti N c d E s ea iN 3. Review and verify correctness of the construction contractor's monthly quantities and recommend approval to the EOR. The Construction Inspector's recommendation of monthly quantities shall constitute a representation by the Construction Inspector to the FOR & Project Manager as an experienced and qualified professional, that based on Construction Inspector's onsite observations and inspections of construction in progress, that the construction Packet Pg. 772 quantities in the applications for payment accurately reflect the progress of the work and that the work is con 16.A.20.c in accordance with the Contract Documents. 4. The Construction Inspector will review the monthly updates to the construction schedule prepared by the construction contractor and provide written comments to the Project Manager and EOR. 5. The Construction Inspector will provide such field testing and verification that all materials, equipment and supplies installed or utilized on the Project are in full accordance with the Contract Documents and approved Shop Drawings provided by the EOR. i. Coordination of Shop Drawings, Contract Interpretations and Clarifications — The Construction Inspector will coordinate with the FOR regarding the issuance of interpretations and clarifications of Contract Documents during construction upon review and approval of the Project Manager. The FOR shall be responsible for technical review and decisions regarding interpretation and clarification of Contract Documents. The Construction Inspector shall coordinate the FOR decisions and responses with the construction contractor. j. Monitor Project Records — The Construction Inspector shall monitor all required Project records, including but not limited to delivery schedules, inventories and construction reports. 2 k. As Constructed Field Drawings — The Construction Inspector shall maintain red pencil "mark-up" notations and sketches M a on full size construction plans that reflect the actual details of constructed facilities. These Constructed Field Drawings will be used by the Construction Inspector to validate the "As Built" documentation provided by the construction m contractor. The Construction Inspector will notify the Project Manager, FOR and the construction contractor of any 4) differences in the documents maintained by the general contractor and the Construction Inspector on a weekly basis for resolution by the EOR. Consultant shall also submit record information in PUD GIS format for integration into the current GIS system. In addition, information shall be submitted for entry into the PUD's asset management system. In similar fashion, the Consultant shall also submit stormwater and sidewalk record information in GMD GIS format for integration into the current GIS system. In addition, information shall be submitted for entry into the GMD's asset management system. a 21 1. Start-up and Re -commissioning Support — The Construction Inspector will assist the Project Manager, the EOR, and the � construction contractor during start-up of each segment designated for Beneficial Use by the FOR and Project Manager, including but not limited to general coordination between the EOR, Project Manager, and construction contractor. M m Task 3.3 — Public Involvement c 0 Public Involvement — FOR and their subconsultant(s) shall complete all required public involvement services throughout the M 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 0 CO limits as shown on the most current set of construction documents. o EO b. Preparing project contact cards which allow the contractor to continue working uninterrupted and will ensure that the cm 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. d E c. Coordination with property owners and public services affected by construction, (e.g. garbage pickup, USPS, public U schools (buses), development of road closure notices by GMD staff, etc.). Q d. Preparing as required newsletter(s) which describes the project and addresses frequently asked questions in a monthly basis 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. i. Respond to public concerns Packet Pg. 773 1• Attending weekl /bi-weeklYprogress meetings, as needed especially during heavy construction, for the duratio project. k. Attending other meetings as needed, (e.g. Old Lely Master Association annual meeting). Secure site and develop meeting materials for the construction public meeting. M. Create web page for project and update monthly. Task 3.4 — Warranty Services The FOR and his 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: a. Post Construction walk thru: Generate a list of warranty issues and coordinate with the contractor and residents until the issues are solved. b. Review the post construction video and pictures provided by the contractor. a c. Keep a log of all warranty issues. 3 d. One (1) Year Warranty walk thru with the Contractor and County Staff. m 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 •2 may be deemed non -responsive a Evaluation Criteria Maximum Points 2' m J 1. Ability of Professional Personnel 20 Points 2. Certified Minority Business Enterprise 5 Points M 3. Past Performance 25 Points 4. Project Approach, Willingness to Meet Time and Budget Requirements 20 Points 5. Location 10 Points c 6. Recent, Current, and Projected Workloads of the Firm 20 Points .2 TOTAL POSSIBLE POINTS 100 Points o co For complete explanation of each evaluation criteria, please see the file titled "RPS Instructions" included with this 00 EO advertisement. N c VENDOR CHECKLIST E t U ***Vendor should check off each of the following items as the necessary action is completed (please see, Vendor Check List)**** M, Q Packet Pg. 774 Qualifications to Provide DESIGN SERVICES FOR OLD LELY UTILITIES IMPROVEMENTS RPS NO.: 21-78811 APRIL 22,2021 ' dw4--. -- - �!:- -. - A a 6 : j A-- --- JOHNS N1 E N G I N E E R I N G Cover Letter I.Ability of Professional Personnel 2. Certified Minority Business Enterprise 3. Past Performance 13 14 4. Project Approach, WiIIingness to Meet Time & Budget Requirements 31 Project Schedule 37 5. Location Q 6. Recent, Current, and Projected Workloads of the Firm 39 7. Required Form Submittals Vendor Checklist Form I :Vendor Declaration Statement Form 2: Conflict of Interest Affidavit Form 3: Immigration Affidavit Certification & E-verify profile Form 4:Vendor Submittal - Local Vendor Preference Certification Insurance and Bonding Requirements Addendum Business & Professional Licenses ENGINEERING .unity/Affirmative Action Employer SINCE 1946 April 22, 2021 ENGINEERING Collier County Procurement Services Division 3295 Tamiami Trail East, BLDG C-2 Naples, FL 341 12 Re: Design Services for Old Lely Utilities Improvements, RIPS No. 21-7881 Dear Selection Committee: Johnson Engineering is pleased to submit our qualifications for Collier County's Design Services for Old Lely Utility Improvements project. Our team has enjoyed a close working relationship with Collier County for more than three decades. Together, we have successfully completed many utility projects throughout Collier County. From single -street water main replacements to designing brand new infrastructure to accommodate development in the Northeast Service Area, we have been at your side, providing solutions that enhance the quality of life in Collier County.Your staff knows us, and most importantly, trusts us to get the job done. Our team includes three subconsultants: GradyMinor for civil engineering and QA / QC support, Cella Molnar and Associates to lead the public information program, and Ardaman and Associates for geotechnical engineering. Because our team has worked together in many capacities over the years, we are ready to start this project immediately upon notice to proceed. We have been actively involved in Old Lely utility projects for the past several years. Much of this work included data collection, analysis, and hydraulic modeling. We understand how the systems work, what the issues are, and how they can be improved. This experience is a significant benefit our team brings for this project. Aging infrastructure, obsolete pipe materials, multiple wastewater basins, congested ROWS, working around large diameter utility mains, and maintaining vehicular and pedestrian access are but a few of the challenges we anticipate. However, the challenges pale in comparison to the benefits of increased reliability and improved maintainability this project will bring to residents and your staff. This project capitalizes on the need to replace older utility infrastructure by also incorporating drainage and sidewalk improvements. Working together, we will develop a holistic design that avoids repeated construction through neighborhoods and maximizes value to the County and residents. Building and maintaining public support will be crucial for this project. Our team, working with our sub -consultant Cella Molnar and Associates, will provide public information materials and workshops to demonstrate the benefits of this project to residents. Residents of Old Lely take great pride in their community, and we anticipate they will be actively involved with this project. Facilitating trust and goodwill between residents and the County will be our highest priority. 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 ENGI NEERING, INC. _ M' hael Dickeyrecto of Utility Services mdickey&a iohnsoneng.com. (239) 334-0046 2122 Johnson Street ■ Post Office Box 1550 ■ Fort Myers, Florida 33902-1550 (239) 334-0046 . Fax (239) 334-3661 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 cgnyeniently located offices allow us to provide prompt service and communication through every step of your project. Introduction Founded in 1946,Johnson Engineering has been providing engineering and related services in Southwest Florida for more than 75 years.We have played a significant role in hundreds of municipal and private projects that contribute to growth, opportunities, and quality of life in Southwest Florida. Our firm has the knowledge and resources to make this project a success. Our team includes GradyMinor for survey assistance and design QA / QC, Celia Molnar and Associates for public outreach, and Ardaman for geotechnical investigations, each of whom we have worked with extensively via project teams and through professional coordination on our projects. Philosophy Our philosophy is to provide excellent service to our clients. It sounds simple — but it takes dedicated staff, significant resources, strong relationships, and a portfolio of capabilities to achieve. Excellent service means producing plans that are correct the first time. It means focusing on the details, so you don't have to. It means proactively looking for issues and finding solutions. And it means approaching every project as if it is the most important project that we have.The fact that we have been in business for 75 years is testament to the quality of our work. Our success as an engineering firm is only due to your success as our client.We have enjoyed a strong working relationship with Collier County for many years — your team knows us, knows our capabilities, and trusts us to get the job done. Team's Level of Experience on Similar Projects Design services for Old Lely utility improvements encompasses multiple disciplines, including surveying, data collection, modeling, utility design, surface water management, transportation, geotechnical, electrical / communications, and public outreach. The Johnson Engineering team includes experts in these fields and others to provide a holistic approach to this project. In addition, we have worked with our subconsultants Cella Molnar and Associates (CMA) and Ardaman on many projects. GradyMinor also has significant experience with similar projects in Collier County that will facilitate QA / QC. ENGINEERING .unity/Affirmative Action Employer The following is a selection of projects, similar to this one, that our team has completed. yt w le 9fmro yyQ3OService Areas w '�o�jroa`row yv c° Q" jaro NESA 91 st & 92nd Watermain Replacement Vanderbilt Cul-De-Sacs Watermain Replacement Collier County 24" IQ Main Wiggins Pass Watermain Replacement Vanderbilt Drive Watermain Replacement VO 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 Bembury Road Sewer Improvements Marion Street Force Main Golden Gate Water Main Interconnects Hitching Post Wastewater Improvements VO Blue Bill Force Main Directional Drill Mediterra Pump Station Improvements Village Walk Utility Improvements 97th Street Utility Improvements Cape Coral Utility Expansion Phases 6 & 7 Coronado Force Main Improvements Carica Pump Station Improvements Estero Blvd Force Main Improvements Seagate Water Main Improvements 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 Alico Force Main Rehabilitation of Pump Station 4 & 27 Palm Tree Blvd Potable Water Main, Storage & Re -Pumping Facility Improvements McGregor Water Main Improvements Team's Experience in Old Lely Johnson Engineering's experience in Old Lely includes studies and technical memoranda, system evaluations, data collection and hydraulic modeling, utility and landscape design, photo simulation renderings, permitting, bidding, and construction administration and inspection services.Through these efforts, our team has a unique understanding of the Old Lely Community, including: Deficiencies with the existing utility infrastructure: Limited available record information and inaccurate GIS data in some areas. Nonstandard pump stations, lift pumps installed in manholes, and sites that are difficult for County staff to access and maintain. Undersized or under -powered pump stations that deadhead under certain conditions. Aging vitrified clay gravity sewer mains, asbestos cement water mains, and class PVC force mains that are prone to breakage. Force mains buried deep under existing landscape berms that are difficult to access. Many system valves are not operable. The community's sensitivity to construction in their neighborhoods: We are aware of the new District I Commissioner, Rick LoCastro, and the history between the previous Commissioner, Old Lely Community, and the Public Utilities department. We understand that Collier County originally purchased Lot 16, Block 20, of Lely Golf Estates, St. Andrews East for the new Pump Station 300.06 site. However, in 2018 the community had very strong objection to the location and the project was terminated. Per the Board of Commissioners' direction, the lot is currently for sale. Johnson Engineering assisted Public Utilities staff in acquiring a new easement, gaining approval of the new design and location from the community, and designing, permitting, bidding, and constructing the alternate pump station (rehabilitation in place) with a new emergency backup generator.The construction of that project is nearly complete, and the pump station is currently in operation. Working with members of the HOA boards and Collier County Stormwater and Road Maintenance, Real Property Management, and MSTU staff. We have arranged and led meetings with HOA board members, Collier County Real Property Management staff, and the MSTU Project Manager for this area. We have arranged meetings with Collier County Stormwater/Road Maintenance staff to address the Old Lely community's maintenance concerns with the existing drainage ditch along the west side of the Pump Station 300.06 site.The Stormwater department is scheduled to clean this ditch out in May 2021. We have assisted Collier County Public Utilities and Real Property Management department with acquiring easements and entering into agreements with the community. Construction We are aware this area has a shallow limestone layer which make excavation difficult. We have reviewed the FEMA flood maps and understand this area is located in Flood Zones AE and AH and has flood elevations higher than most of the existing pump stations. Lely Cul-De-Sac Reconstruction Design 2013 SCWRF Landscape Berm Renovations Photo Simulation Renderings and Landscape Design 2016 Master Pump Station 300 Improvements Data Collection, Hydraulic Modeling, System Evaluation, Study, Technical Memorandum. 2017 Pump Station 300.06 and Gravity Sewer Concepts, Photo Simulation Renderings, Data Collection, Hydraulic Modeling, Survey/SUE, Design, 2018 Relocation Landscaping, and Permitting. Old Lely Pump Station Upgrades Data Collection, Hydraulic Calculations, Technical Memorandum. 2018 Old Lely Force Main Consolidation Hydraulic Calculations, Survey/SUE, Design. 2018 Pump Station 300.06 Rehabilitation and (Concepts, Photo Simulation Renderings, Survey/SUE, Easement Acquisition, Design, Landscaping, Community 2021 Generator Involvement, Permitting, Bidding, and Construction. I (const,,Cto &needymPtete). SCWRF Landscape Berm Renovations (Landscape Design, Permitting, Bidding, and Construction Services. 700.000 0 600,000 3 500,000 —400,000 04° 300,000 200,000 E 100,000 U 0 2021 (ongoing) Team's Resources Johnson Engineering is a multidiscipline civil engineering firm with a large portfolio of in-house services. Surveying, easement sketches and descriptions, data collection, hydrologic and hydraulic modeling, surface water modeling, utility and drainage design, maintenance of traffic plans, all permitting, bidding, and construction administration can all be handled by our staff. MPS 300Tributary Daily Flows Grad Minor brin c a stron ortfolio of in-house en ineerin services Pump Station 300.02 & 300.04 Water Level 3.5 IS300.02 BPS 300.04 6.5 _ LL. 300.04 On 3.0 ,300.020n 6.0 2.5 5.5 2 0 300.04 Deadheading 5.0 J cy 1.5 4.5 ?� o p 1.0 300.04 Oil 4.0 4 0.5 3,00.02 OR �- 3.5 a w 0.0 s ,1 ,2. ,1 ,1 ,1. 3.0 a Its 66 6 6 6 6 6 66 6 6 6 y g gP g g to the team, and they will assist with survey, design, and QA / QC. Cella Molnar will spearhead our public outreach efforts, and Ardaman will handle geotechnical investigations. The following are highlights of key resources we bring to this project. Utility Data Collection and Analysis This project includes specific emphasis on data collection for utility modeling and design. Our team performs a tremendous amount of data collection and analysis for the County that is identical to what is proposed for this project. We have analyzed hundreds of County lift stations, collected pressure data from many locations in the County's water and wastewater system, and administer theTelog live / continuous data recording program for the County. Furthermore, we often provide subconsultant services for data collection / analysis services to other engineering firms. Finally, we have already collected a substantial amount of data from Old Lely pump stations, including 300.00, 300,01, 300,02, 300.04, 300.06, 300.10, and 300.12. We have a thorough understanding of how the existing system operates and how it can be improved — for example by addressing deadheading at Pump Station 300.04 when Pump Station 300.02 is active. Subsurface Utility Exploration 1 Subsurface utility exploration (SUE) is another important service we provide our clients. The SUE process allows our team to identify r locations, depths, types, and sizes that comprise existing underground F utilities. For this project specifically, SUE will be vitally important for identifying optimal utility alignments. We note the presence of multiple existing utilities, including underground power, that must be navigated during construction. Old Lely right-of-way (ROW) is very congested, and avoiding conflicts will be critical for safety and conflict avoidance. ENGINEERING .unity/Affirmative Action Employer W" Collier CountL4 JL I. Ability of Professional Personnel MF71�Ri7tT� fSF�t"FifIS - lLLES''tE[i`I�6i'2[!F.'iE[[!.: •lF 000�0@ ®0ti•»0t3•� 000�0� 000�0� ^_ L �� ®t•L1 tF1 � t•I1 t•I•� Drainage Design and Surface Water Management Johnson Engineering has considerable experience with integrating stormwater and utility projects.We are familiar with link/node surface water modeling for this size project as it fits between those with under ten acres and is smaller than those with twenty-five to thirty thousand acres. Our team uses the water quality analysis developed by Dr. Harvey Harper on a regular basis for both public and private projects.This work can be done as a part of an overall analysis of the Lely Basin, or it could be done by using the canal stages as boundary conditions to model inside the project area.We have calibrated and verified the models used for projects of a few hundred acres to one that was nearly 300 square miles in Collier, Hendry, and Lee Counties. Once calibrated, producing flood inundation maps for design storms with a frequency of 5 years, 10 years, and 25 years will be straight forward. A similar inundation mapping effort was produced for the City of Sanibel to assist them in their effort to improve their rating with the Federal Emergency Management Agency for insurance rate determination. Johnson Engineering has experience with nutrient load estimation from assistance to agencies in the National Pollutant Discharge Elimination System (NPDES) permit reporting process. Our team has also used the Harper Methodology many times for projects in the Southwest Florida area and will be able to use it to evaluate proposed nutrient removal for this area. In addition, Johnson Engineering provided mapping assistance to Collier County for their StormwaterAtlas.The analysis and modeling of this subset of the larger Lely Basin will extend our assistance to Collier County. GIS Mapping and Data Analysis This project includes GIS tasks for drainage design and as -built documentation for the County's asset management system. These tasks will be led by Johnson Engineering's Michael Lohr, PSM, and Paul Lohr, GISP. Combined, Mike and Paul have over 55 years of GIS experience with the company and in Southwest Florida, including specialized knowledge of stormwater infrastructure, spatial analysis such as inundation mapping required for this work, and advanced LiDAR / terrain modeling. Past GIS projects with Collier County included a large inventory of stormwater facilities along major County public roadways which are still in use today.We are familiar with the County's GIS staff and requirements and we routinely work closely with them. This project includes a review of existing conditions and GIS mapping of some key flood potential indexes including the Composite Flood Hazard Index, the High Tide Flooding Potential, the k ane Storm Surge (SLOSH) Potential, and Sea Level Rise (SLR) Potential. Existing terrain be modeled using Johnson Engineering's derived terrain data obtained from processing the 018 — 2019 USGS LiDAR acquisition project.These data were produced by in-house staffsing raw data obtained from the U.S. Geological Survey and a series of advanced spatial eoprocessing tools and covering the majority of Lee and Collier County.This is the best and ost recent LiDAR product available in this regional area. nally, our GIS department routinely prepares GIS as -built data for Collier County. We nderstand the County's requirements and data formats. At the end of the project, we will )rovide a turn -key database for integration into the County's asset management program. Public Outreach �'. For this project, generating community awareness and coordinating with homeowners' associations (HOAs) and residents located within the project area will be essential. We are aware of several HOAs within Old Lely, as well as the Lely Municipal Services Taxing Unit (MSTU).This project involves many stakeholders, including Commissioner Rick LoCastro who was elected in November 2020.Throughout this project, facilitating effective communication, maintaining awareness, and addressing any concerns will be the focus of our public outreach program. ENGINEERING .unity/Affirmative Action Employer `ENewsletters during design and construction will inform HOAs and residents about the project. A project website and hotline phone number would be provided in the communications for residents wanting more information aboutthe project. Residents living within the project area would be invited to a public meeting. Depending collabOrationupon the County's preference, public meetings would be held in -person with social distancing measures in place or via a virtual public meeting that would consist of a presentation about the project and the utilities improvements. The presentation f� would include the project objectives and goals and would address resident concerns during construction.The presentation would be recorded live and posted on the project website for 24-hour viewing by residents at their leisure. Program elements will include newsletter mailings, emails, and small group or one-on-one meetings with adjacent property owners/HOAs, public information meetings, and project hotline. The project website will include a project presentation, project design and construction phasing sr plan and contact us pages. Email distributions and telephone communications will keep property owners up to date about construction activities as well as keep records of communications with residents. Finally, a technical memorandum will document all community awareness efforts. During construction, point -of -contact cards issued to contractors and inspectors will be given to the public and the media in the field directing them to contact CMA for information concerning the project.This allows the contractors to continue working uninterrupted and will ensure that the public and media are receiving the most timely and accurate information. Politically sensitive issues will be immediately brought to the attention of County staff. In addition, a 24-hour phone hotline will be provided for residents to call in and report any issues. If any utility disruptions occur on the project, the public will be informed through the media and by door-to-door flyers. We will also maintain the project websites with up-to-date information about traffic impacts / detours, updates, and notices. Transportation and Maintenance of Traffic We have Professional Traffic Operations Engineers (PTOEs) on staff for developing maintenance of traffic (MOT) plans. Effective MOT will be challenging for this project due to dead-end roads and narrow travel lanes. Developing MOT in-house will ensure all guidelines are met and provide for safe, effective vehicular and pedestrian movements through the project area during construction. Identifying Funding Sources Johnson Engineering's Principal Planner, Laura Dejohn, will lead efforts to identify funding sources for this project. Potential funding sources include State Revolving Fund (SRF) loans and State programs such as Nonpoint Source funds through the Federal Clean Water Act Section 319 Grants and the State Water -quality Assistance Grants (SWAG). Additionally, federal funding opportunities include Investments for Public Works from the Economic Development Administration, Community Development Block Grants from Department of Housing and Urban Development, and Construction Grants for Wastewater Treatment Works from Environmental Protection Agency. We will leave no stone unturned in the search for funding options to benefit the County and your utility customers.We can also provide funding compliance services to ensure the project meets guidelines. Commitment to 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 contributes to successful projects.We are committed to providing effective collaboration, coordination, and communication to the County on this project. ENGINEERING .unity/Affirmative Action Employer 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.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. In fact, we have been collaborating with County staff for several years now regarding infrastructure in Old Lely. We understand that much of the infrastructure is difficult to maintain. We will continue working with your staff to identify their preferences for site layout and accessibility to facilitate easy system maintenance operations. Local Presence Johnson Engineering has provided engineering services in Southwest Florida for more than 75 years.All work for this project will be performed by our staff and our subconsultants in Fort Myers and Naples. We can easily meet at your offices or in the field during this project. In particular, warranty services after construction will be facilitated by our close proximityto the project.Your staff knows we prioritize responsiveness, and we will maintain the same level of service for this project. Experience with Local Construction For over 75 years, Johnson Engineering has had many opportunities to work with local contractors. Indeed, we have worked with all the pre -approved contractors in Collier County in many different capacities, including design -build projects. We regularly coordinate with these contractors to evaluate constructability and learn of real -world construction experience in project areas. Through these interactions, we have also become familiar with how contractors interpret designs and specifications. With this understanding, we have successfully produced contract documents with specific notes to ensure the County's objectives are met. This process helps eliminate confusion during bidding and helps set up the contractor for a successful project while minimizing change orders and other risks to the County. We have discussed construction in the area with local contractors, and they caution that Old Lely is known for shallow caprock and issues with dewatering. Our subconsultant Ardaman will perform a thorough geotechnical investigation to identify caprock and depth of the water table which will inform our design. We also advise that this project should be divided into phases. Reduced construction costs for phases (relative to bidding the entire project) will avoid bonding limitations for smaller local firms.This measure will increase bid responsiveness and help reduce construction costs via competition. 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, Collier County ROW and SDPi, and has the potential for environmental permitting (listed species and surface water impacts). Our team stays up to date on permitting requirements and we have developed good relationships with regulatory agency staff. Many times, we identify approaches that reduce environmental permitting burdens and their associated 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. ENGINEERING .unity/Affirmative Action Employer F- I I. Ability of Professional Personnel JOHNS N Project Manager I Michael Dickey, PE Hydraulic Modeling/ Environmental Project Engineer Lift Station Design Mark Thomas, PE I John Curtis, CSE 11 Billy Saum, PE r 3! Sidewalk Improvement/MOT Josh Hildebrand, PE, PTOE Flow & Pressure Monitoring Brett Dean, El Stormwater Andy Tilton, PE Jordan Varble, PE CEI Vee Lofton QA/QC & Survey GradyMinor Landscape Architecture Jeff Nagle, RLA s Electrical/SCADA Wayne Wright, PE Geotechnical Engineering Ardaman & Associates a� Local Permitting/GMD Coordination Jared Brown, PE P. . Rprr 4 Designer Mike Tiseo M Survey Guy Adams, PSM q,N SUE Mark Texter, PSM Public Involvement Cella Molnar & Associates Dewatering Permit Kim Arnold, PG Grant Funding Laura DeJohn,AICP LJ n GIS Mapping Mike Lohr, PSM Collier County JOH N S Design Services for Old Lely Utilities Improvements RPS No. 21-7881 1 April 22, 2021 osier Cr KEY PERSONNEL BIOS T R id 111 Michael Dickey, PE - Project Manager Ourteam's principal -in -charge, Mike Dickey, is also the director of the firm's utilities market group. Mike formerly worked for a local utility contractor, and with this experience he understands how engineering designs are translated from paper to pipes in the ground. This experience has also contributed to Mike's ability to develop designs that emphasize constructability. Mike has been the project manager and engineer of record for many water and wastewater utility projects in Southwest Florida. 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. 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, FDOT utility coordination and adjustments, hydraulic modeling and calculations, pump selecting, construction administration, plan production, and permitting for clients throughout South Florida. Billy also has extensive experience in pump station data collection and performance analysis for hundreds of pump stations in South Florida. Recently, he has designed and managed various pump station rehabilitation and emergency power resiliency projects for municipal wastewater systems. While most of his experience thus far has been with municipal projects, he has completed various assignments for commercial and residential projects as well. MarkThomas, PE - Hydraulic Modeling/Lift Station Design Markjoined Johnson Engineering in 2005 as an AutoCAD technician and is now a professional engineer in our utilities group. Mark has experience in pipeline design, data analysis, hydraulic modeling, and computer programming. Over the last few years, Mark has prepared and utilized large-scale hydraulic models, analyzed hundreds of pump stations in Lee and Collier Counties, and designed thousands of feet of utility mains. 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. MikeTiseo - 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. ENGINEERING .unity/Affirmative Action Employer Collier CountL4 Kim Arnold, PG - Dewatering Permitting Kim performs hydrogeologic investigations, water resource assessments, hydrologic monitoring program development, and various types of regulatory permitting. Kim worked for the SFWMD as a hydrogeologist involved with water use permitting prior to joining Johnson Engineering. She has experience with groundwater modeling, hydrologic data analysis, and the use of GIS in addressing water resource and environmental issues. 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. AndrewTilton, PE - Stormwater Andy is the director of the Water Resources Market Group. Andy has served as the senior engineer for surface water management infrastructure on many of the frm's projects, ranging from residential to agricultural to roadway projects. He provides direction for monitoring, permitting, design, and construction related issues. Andy enjoys a solid rapport with local regulatory agencies, many of whom he has worked with for decades. Jordan Varble, PE - Stormwater Jordan is a project engineer in the company's water resources group. His engineering design experience includes neighborhood stormwater retrofit projects, hydrology and hydraulics calculations, flow in open channels, water demand calculations, drainage design and wastewater system hydraulics. Additional expertise includes regulatory permitting, technical report writing, data analysis, land surveying, engineering due diligence and expert witness engineering reports. Jordan has designed many types of stormwater drainage system components, including storm sewers, flow control devices, detention basins, Best Management Practices and Low Impact Development for governmental, institutional, residential and commercial developments throughout Southwest Florida. Mike Lohr, PSM - GIS Mapping Mike is a registered surveyor and mapper licensed to practice in the State of Florida and as such is uniquely qualified to integrate traditional survey accuracies into GIS systems. Mike coordinates GIS projects for the firm and has developed Internet mapping and data collection capabilities using Apple and Android devices and based on traditional ESRI ArcGIS Online technologies for use by in- house staff and public/private clients. Mike was responsible for the Collier County MS4 Stormwater Infrastructure geodatabase and data input for major county roadways.This work involved integrating multiple data input sources to a custom designed ESRI geodatabase currently still in use by county staff. Mike has also attended NOAA's Costal Inundation Training and has worked on pollution loading calculations for Bonita Springs, Fort Myers,The Brooks and several other communities. 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. 10 ENGINEERING .unity/Affirmative Action Employer Collier Countu WGradyMinor Guy Adams, PSM - Survey Guy has been surveying in Collier County for the past 42 years. He has a proven track record with clients such as Collier County, Florida Dept. of-Fransportation, Florida Dept. of Environmental Protection, South Florida Water Management District, City of Naples, Naples Airport Authority, Collier County Public Schools, private landowners, architects, engineers, and developers. Guy is thoroughly familiar with many aspects of the Surveying and Mapping profession. Drawing on his vast surveying experience he is responsible for projects like, control surveys, construction staking, as-builts, boundary surveys, right of way surveys, platting, sketch and legal descriptions, topographic surveys, and hydrographic surveys. Laura Dejohn,AICP - Grant Funding Laura is the director of the frm's planning and landscape architecture group. She has 23 years of professional experience in the planning field in Southwest Florida. Prior to joining Johnson Engineering in 2004, Laura served over five years as a planner forthe City of Naples, Florida, where she assisted with preparation and implementation of the Airport Noise Impact Zone Land Use Regulations according to the Naples Airport Part 150 Study. Brett Dean, El - Engineer Intern Brett has been with Johnson Engineering since 2016, when he joined the f rm's transportation group. After two years, Brett transferred to the utilities group where he has gained most of his experience. Since joining Johnson Engineering, Brett has assisted in managing and inspecting various projects, including large diameter horizontal directional drills and lift station construction. He is proficient in hydraulic analysis for water, wastewater, and irrigation systems. Brett spends many of his days testing lift stations orARVs to obtain data essential to modeling and analyses. Vee Lofton - CEI Vee is the director of our CEI team. He has 33 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 35 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. MarkTexter, PSM - SUE Mark joined Johnson Engineering in 2004 and is the field crew supervisor for our surveying and mapping team. He brings 35 years of land surveying experience ranging from a rodman on a survey crew to the owner of a land surveying business, with an emphasis on construction surveying. Mark has worked extensively on construction sites and numerous boundary surveys ranging from one -quarter acre lots to 10,000-acre tracts. GradyMinor - QA/QC & Survey Established in 1981, GradyMinor has provided a full range of professional services to the public and private sector for 40 years. GradyMinor has a firm understanding of Collier County Growth Management Plan, Land Development Standards and Specifications, FDEP SFWMD, US Fish and Wildlife, and US Army Corps of Engineer regulations; and extensive permitting experience in Collier County.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 DermittinQ issues that will be faced with this Droiect. ENGINEERING .unity/Affirmative Action Employer Collier ii I. Ability of Professional Personnel 7Ard}aman CELLAMOLNAR ••- L A S S O C I A T E S, I N C Ardaman & Associates, Inc. - Geotechnial 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 successful public involvement and outreach programs for transportation and utility projects. ENGINEERING .unity/Affirmative Action Employer MICHAEL DICKEY, PE Director of Utility Services mdickey@johnsoneng.com 239.461.2455 Years Experience 24 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 firm's director of the utilities market group, Mike has 24 years of experience on utility projects. His project experience includes master planning, hydraulic modeling, design of water distribution systems, wastewater collection systems, irrigation systems, and pumping facilities. Prior to joining Johnson Engineering, Mike worked for a local utility contractor which gave him a unique perspective of how the utilities he designs today come together in the field. With both utility design and construction experience, Mike has a comprehensive understanding of the entire utility development process from planning to design, to permitting through construction. He knows how to develop a design that works both in theory and in practice. Relevant Experience Northeast Service Area WWTP, IQ & Potable Booster Pump Stations, Collier County Utilities - Johnson Engineering is a member of a design -build team that is constructing an interim wastewater treatment plant (WWTP), potable water pumping and storage facilities, irrigation water facilities, and pipeline infrastructure for Collier County. The interim WWTP will have a capacity of 1.5 MGD and will serve Collier County's Northeast Service Area. Johnson Engineering's role in the project includes surveying, site development plans, pipeline design, electrical design, development of a groundwater monitoring plan, and permitting assistance. The project is expected to be completed in 2021 at a cost of approximately $75 million. 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 Cut -de -Sacs Water Main Replacement, Collier County - This project consisted of the replacement of approximately 16,000 linear feet of 8" and 4" water main in Collier County along Vanderbilt Drive and finger streets between Vanderbilt Beach Road and Immokalee Road. Key design elements included identifying an alignment within congested rights of way that would accomplish project goals while minimizing impacts to the existing residents and allow the existing asbestos cement water main to remain in service during construction. Design also included provisions to remove the entire AC water main once the new system was in service. Johnson provided the survey, design, permitting and bidding service for this project. Field Data Collection for Collier County - This project consists of providing ongoing services for Collier County to determine wastewater system pressure and flow conditions. Work includes installing pressure transducers at various locations on the force main system to record pressure and installing low pressure data collectors in lift station wet wells to monitor water levels over an extended period of time. Using known geometry of wet well and SCADA information provided by Collier County, flow rates can be determined along with corresponding pressures. Essentially, this is similar to performing multiple pumps downs over an extended period of time and allows for a higher level of confidence in comparison to a single pump down performed one moment in time. This information can be used to determine force main connection head, force main system and lift station deficiencies and potential for 1/1 in the wastewater collection system. Heritage Bay Master Pump Station for the Collier County - This project consisted of designing a Master Pumps Station capable of conveying a peak flow of approximately 2,700 gpm from the Heritage Bay development and to serve as a re -pump for various stations along the CR 951 corridor in Collier County. South Conveyance 30" Water Main, Lee County - This project included the design and permitting of 13,000 linear feet of pipeline. This project required FDOT pen-nitting to cross 1-75. Multiple design alternatives including directional drilling were prepared before deciding on a jack and bore crossing for 1-75. ENGINEERING .unity/Affirmative Action Employer JARED BROWN, PE, LEED AP Collier County Branch Manager jbrown@johnsoneng.com 239.280.4321 Years Experience 22 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 turn-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 MARK THOMAS, PE Utility Engineer mthomas@johnsoneng.com 239.461.2436 Years Experience 16 years Education/Training M.S. Environmental Engineering (2010), University of South Florida B.S. Civil Engineering (2010), University of South Florida Licensing & Registration Florida Professional Engineer License No. 86454 Professional Affiliations American Water Works Association Mark has been with Johnson Engineering since 2005 when he joined the frm's utility group. Mark specializes in hydraulic modeling and analysis for water, wastewater, and irrigation systems. As part of hydraulic modeling, Mark has developed long-term flow projections, developed custom data analysis tools, and presented recommendations to clients. Marie also has experience with utility design and permitting, including pipelines and pumping stations. He obtained professional licensure in 2019. Relevant Experience Sanitary Sewer Hydraulic Model Update, City of Naples — This project consisted of the development and calibration of a city-wide model of the wastewater pumping station and force main system for the City of Naples. The hydraulic model included 123 pump stations and 310,000 feet of 2-inch to 42-inch pipes. Wastewater flows were evaluated for 122 pump stations using SCADA data. Subsequently, average -day and peak -day diumal flow patterns specific to each pump station were integrated into the model for extended period simulation. This project included using the model to identify priority and enhancement improvements for the wastewater system. Several improvements were recommended, including upsizing existing force mains and pumps. Hydraulic Model Update, Lee County Utilities — This consisted of updating Lee County Utilities' wastewater hydraulic models forthe Fort Myers Beach, Fiesta Village, Iona/ McGregor, South Fort Myers, Gateway, and Three Oaks service areas. The models are based in InfoWater software and include thousands of feet of pipeline and hundreds of pump stations. Ben Hill Griffin / Alico Road Force Main Improvements, Lee County — Mark's role in this project was to develop and calibrate a hydraulic model ofthe Three Oaks WWTP force main system. This model included thousands of feet of force main ranging in diameter from 4 to 36 inches. Calibration of this model involved the analysis of more than 14 million data points collected from the system. Mark developed a unique approach to model calibration that involved statistical analysis of the collected data. Mark also develop custom software to aid in the processing of the large amount of data. Phase I Watermain Replacement and Drainage Improvements, Town of Fort Myers Beach — This design -build project included the replacement of approximately 30,000 feet of water main and the improvement of drainage facilities within the basin -based neighborhoods, Laguna Shores, and Bay Beach Lane areas on Fort Myers Beach. This project involved 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 forthis project. Our team has also assisted Cella Molnar & Associates with raising public awareness via intemet resources and preconstruction meetings and assisted with responding to any concerns raised by residents or businesses. ENGINEERING unity/Affirmative Action Employer JOHN CURTIS, CSE Certified Senior Ecologist jcurtis@johnsoneng.com 239.461.2462 Years Experience 24 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) Burrowing Owl Registered Agent, FWC (RAG-18-00073) Florida Forest Service S-130 & S-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 Lee County Port Authority Airport Mitigation Park, Lee County — Conducted listed species surveys, hydrologic monitoring, wildlife monitoring, habitat mapping, wetland delineations, and state and federal regulatory agency coordination during permitting. Babcock Ranch, Lee & Charlotte Counties - Protected species surveys, wetland jurisdictional determinations, multiple gopher tortoise relocations, caracara surveys. 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. Florida Gulf Coast University, South Entrance Road and Recreation Facility, Lee County - State and Federal environmental resource permitting, pre -construction surveys, listed species surveys, gopher tortoise FWC permitting and relocations, Florida bonneted bat surveys, mitigation monitoring, water level monitoring, eastern indigo snake surveys, permit compliance services. 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. Powell Creek Preserve Filter Marsh, Lee County - Performed wetland delineation, protected species surveys, gopher tortoise relocation, mitigation design, and permitting for public park facility and water quality treatment marsh project. 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 opportunities. SR80, from CR833 to US27, Hendry County, FDOT DI - Served as lead ecologist for the PD&E Re -Evaluation. Prepared the Wetland Evaluation Report and Endangered Species Biological Assessment Report; Conducted multi -year crested caracara surveys per USFWS guidelines, protected species surveys, environmental permitting with USACOE and FDEP, preparation of the biological assessment and biological opinion, USFWS coordination. 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. Biscayne Trail — Segment D, Miami Dade County — Conducted habitat mapping, wetland delineations, and threatened/endangered species assessment. Assisted with preparation of the environmental permitting overview and Natural Resource Field Survey Report.in ENGINEERING unity/Affirmative Action Employer BILLY SAUM, PE Project Engineer wsaum@johnsoneng.com 239.461.2414 Years Experience 6 years Education/Training B.S. Environmental Engineering (2015), Florida Gulf Coast University Licensing & Registration Florida Professional Engineer, License No. 88659 Billy has been with Johnson Engineering since 2015. He is a professional engineer and project manager for utility related projects. A South Florida native, he began his career at Johnson Engineering after graduating from Florida Gulf Coast University in 2015. Billy has experience in project management, pump station and pipeline design, hydraulic modeling and calculations, pump selecting, construction administration, plan production, FDOT utility coordination and adjustments, and permitting for clients throughout South Florida. Billy also has extensive experience in pump station data collection and performance analysis for hundreds of pump stations in Collier and Lee Counties. Recently, he has designed and managed various pump station rehabilitation and emergency power resiliency projects for Collier County and has generated a pump station rehabilitation template to help streamline future rehabilitation projects. Billy's experience and familiarity with the wastewater system, County staff, and current standards and specifications will help ensure a successful project. Relevant Experience Pump Station 300.06 Rehabilitation and Permanent Generator, Collier County, FL - This project is located in the center of the Old Lely community and consisted of preparing conceptual level site layout, community involvement, photo simulation renderings, utility, electrical, and landscape design, permitting, bidding, and construction administration, observations, and document management services for Collier County to rehabilitate the existing pump station in place and to provide emergency backup power to the facilities by way of a standby diesel generator. The existing pump station is located in the center median of the roadway with very limited available space for improvements. This project was unique in that it required a non-standard design, extensive input from the Old Lely Community, and close coordination between the design team, local community, and Collier County project managers, directors, operations managers, and MSTU staff. The construction of this project is nearly complete, and the pump station is currently in normal operations. 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 con and has assisted the Public Utilities Department procure, program, install, monitor, maintain, and troubleshoot approximately 90 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. Misc. Wastewater Data Collection, Analysis, and Evaluation, Collier County, FL - This project consists of providing ongoing services for Collier County to determine wastewater system pressures and flow conditions. Billy is responsible for the project management, field data collection, coordination and meetings with Collier County Wastewater Collections and Engineering staff, data analysis, and system evaluation. The data and analysis are used to determine connection pressures to size pumps, determine pump station and force main flow capacity, and evaluate system performance to maximum efficiency and determine if systems are prone to inflow and infiltration (0) as a result of rainfall. This project is unique in that it utilizes real world collected data as the basis for determining system improvements to ensure facilities are properly sized to accommodate both existing and future wastewater generation. Priority 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 MICHAEL TISEO Designer mtiseo@johnsoneng.com 239.461.3390 Years Experience 22 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 for topographic 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 r 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 2 KIM ARNOLD, PG Hydrogeologist kamold@johnsoneng.com 239.461.3329 Years Experience 19 years Education/Training M.S. Environmental Engineering Sciences, University of Florida (2014) M.S. Earth & Ocean Sciences Duke University (2002), B.S. Environmental Geology & Anthropology with Honors, Summa Cum Laude, Phi Beta Kappa, Southern Methodist University (1999) MODFLOW Numerical Modeling Training ARCGIS I & II Training Mike -She Training Analytical Element Modeling Training (SLAEM/MLAEM) Licensing & Registration Florida Professional Geologist, License No. PG2565 Professional Affiliations American Institute of Professional Geologists (AIPG)/Florida Association of Professional Geologists (FAPG) N Ational Groundwater Association (NGWA) Kim joined Johnson Engineering in 2005 and is a hydrogeologist in the company's water resources group. She is responsible for performing groundwater modeling, hydrogeologic investigations, water resource assessments, aquifer perfon-nance testing, hydrologic monitoring program development, and water management district water use and Florida Department of Environmental Protection (FDEP) permitting. Additionally, Kim has worked on Public Service Commission (PSC) utility certification cases, comprehensive plan amendment applications and Development of Regional Impact (DRI) applications for large-scale developments. She is familiar with the hydrogeology of Southwest Florida and regulatory requirements. Kim joined Johnson Engineering with 2.5 years of previous experience as a hydrogeologist with the SFWMD, where she reviewed over 500 water use permit applications. Relevant Experience Lee County Utilities SFWMD Water Use Permit Renewal - Hydrogeologist for Public Water Supply water use permit renewal for Lee County Utilities seeking a 20-year duration and 40 MGD allocation. Project required significant data analyses associated with pumpage, monitor well data, and ecological assessments. Tasks performed in support of the permit renewal included analyses of changes in watershed boundaries and land uses from 1944 to 2008, groundwater modeling, development of mitigation plans and assessments to evaluate impacts due to shallow aquifer withdrawals, and formulation of a wellfield operating plan to meet demands and minimize drawdown impacts. Lee County Port Authority Hydrogeological Review/Analysis of Mining Excavation — Support for team of expert witnesses for a Lee County re -zoning request to develop a mine immediately down -gradient of the LCPA's mitigation park due to concerns the mine would adversely affect wetland hydroperiods in the mitigation park and impact the success requirements. Analyzed water level and rainfall data to determine a water budget for the proposed mine site. Reviewed data sets, monitoring plans and groundwater modeling files and prepared technical documents summarizing findings. Performed independent modeling analysis of how construction of the proposed mine and grout curtain surrounding the mine lake would influence both long-term and short-term water table levels at the mine site and mitigation park property. Zoning hearing testimony included preparation of presentation materials designed to explain highly technical concepts and findings related to groundwater flow hydraulics and groundwater -surface water -wetland hydrology. Ave Maria Hydrogeological Investigations - Evaluated the community's existing Lower Tamiami public water supply wellfield by conducting a 72-hour aquifer performance test while the allowing the wellfield to remain operational. Johnson Engineering assisted in acidization of irrigation wells, irrigation well rehabilitation, and provided a shallow aquifer hydrogeologic mapping and water level assessment for a groundwater flow model. Services for Ave Maria also included hydrogeological investigations of the Intermediate Aquifer System as alternative water supply option. This effort involved test well design and construction, aquifer performance testing and water quality analysis. Prepared multiple modifications and renewals for agricultural irrigation, landscape irrigation, public water supply and dewatering pen -nits for the site, with associated groundwater modeling. Potential impacts to wetlands evaluated as high regulatory priority due to proximity to Camp Keais Strand. Picayune Strand/Fakahatchee Estuary Water Reservation Stakeholder Input - Participated in a stakeholders group as part of the SFWMD's Picayune Strand reservation rulemaking process, offering input regarding technical, scientific and practical considerations during rule development to examine the interactions between regulated users of the resource and the hydrological restoration of the ecosystem. Reviewed and offered public comment on technical documents prepared by agency, including integrated surface water -groundwater modeling. FDEP Long Term Discharge Study - Investigated long-term discharge behavior of typical wet detention ponds in southwest Florida. Due to observed discharge variability, formulated a groundwater interaction component to assess how groundwater -surface water interactions may influence discharge behavior. Included establishment of groundwater monitoring networks, multi -day, constant rate aquifer performance tests, and development of wet and dry season flow nets. Information was used to construct water budgets to determine relative contributions to discharge. Presented results at summer 2014 FSA conference. ENGINEERING unity/Affirmative Action Employer JOSH HILDEBRAND, PE, PTOE Professional Engineer jhildebrand@johnsoneng.com 239.461.2481 Years Experience 14 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 (EOR) for the design of bicycle lane improvements on Vanderbilt Beach Road form Vanderbilt Drive (C.R. 90I) 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 (EOR) for the design of approximately 1.2 miles of sidewalk and associated pedestrian signals on this LAP design project. 2019 County Wide Pathway Constructability Study, Collier County - Project Engineer for a study of four priority locations throughout the County to analyze and assess the feasibility of adding future sidewalks or bike lanes along the existing public corridors. FDOT Level of Service FPID #4351 19-1-38-01: 49th Terrace SW Sidewalks, Collier County - Project manager and Engineer of Record (EOR) for the design of 5 foot sidewalks on 49th Terrace from 20th Place 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 (EOR) 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 (EOR) 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 ENGINEERING unity/Affirmative Action Employer ANDREW TILTON, PE Director of Water Resources atikon@johnsoneng.com 863.612.4055 Years Experience 43 years Education/Training M.E. Hydraulics (1983), University of Florida B.S. Civil Engineering (1978), University of Florida Licensing & Registration Florida Professional Engineer, License No. 33258 Professional Affiliations Florida Engineering Society Andy joined Johnson Engineering in 1978 and is the director of the Water Resources Group. Andy has been the engineer of record for several districts, which are special governments under the laws of the State of Florida and is currently the Engineer of Record for the City of Clewiston. Work within the districts includes annual inspections of water management facilities for the annual report required under Chapters 189, 190 and 298 Regulations and dike inspections as required by the Water Management District permit. Experience with these special governments is very similar to working for a city or county. Andy started the company's efforts in the area of environmental site assessments about 20 years ago. He continues to worm closely with the team's engineers and scientist to provide quality control on the work products prior to submittal. Andy has served as the senior engineer for surface water on many of the firm's roadway projects for Charlotte County, Glades County, Hendry County, Lee County Department of Transportation, City of Cape Coral, City of Fort Myers, Collier County and the Florida Department of Transportation. He provides direction for monitoring, permitting, design and construction related issues. Andy has worked on many mixed used developments, which range in size from 300 acres to about 18,000 acres, which are located in Charlotte, Glades, Hendry, and Lee Counties. Each project has watershed level issues to determine related to backwater profiles for setting site elevations and flood analysis, setting control elevations, measuring flows for calibration and working with the groundwater and environmental considerations of each site. Watershed master plan experience includes production of floodplain and floodway models that meet FEMA requirements. These have been done for private entities and for governmental bodies. Relevant Experience Fort Myers Country Club, Fort Myers, FL - Johnson Engineering developed and implemented an existing conceptual plan for water quality improvements into a construction plan that could be built in less than six months. The plans included hydrologic and hydraulic information plus water chemistry information with biological data. A combination of treatment was used to remove nutrients from the surface water flowing through the golf course property and reduce downstream impairments in the receiving water. Residential areas north of the course flow through created wetlands as filter marshes with side benefit of attracting wading birds that are fun to watch. Commercial and residential areas to the east have water treated in two wet ponds in series with littoral plantings to assist along the sides. Funding was gathered from a group of sources including the local Community Redevelopment Agency, FDEP grants and the golf course. American Water Midfield Terminal Complex, Fort Myers, FL - Andy was involved in the study, design, Resources Association permitting and provided construction guidance for the water management features of the runway site and the offsite mitigation park. Water quality treatment was primarily through use of dry detention and a wet pond downstream of source removals such as sweeping of impervious surfaces. Basin III, Phase 2 Drainage Improvements, Fort Myers, FL - Andy assisted with the design and permitting for the Basin III, Phase II Drainage Improvements. As part of the project our team looked at the entire Basin III to determine how to cost effectively reduce flooding. Andy and his team worked with the City to identify an alternate design that would accomplish the drainage improvements at a cost they could afford to implement. After several iterations, a design that separates some of the low-lying areas that flood from the higher areas that do not flood was selected. This allowed us to use smaller pipes to obtain the same drainage improvements. In areas where sufficient right of way existed, swales were constructed to improve water quality and meet state permitting requirements. Powell Creek Filter Marsh, Fort Myers, FL - The Powell Creek Preserve Filter Marsh will provide pollutant removal and reduction of existing impairments to the Powell Creek watershed by pumping flows into a created 20-acre filter marsh system. Also, the trails adjacent to the marsh will provide educational opportunities. Our team preformed a wide variety of design and permitting activities, including wetland delineation, protected species surveys, mitigation design, environmental permitting and modeling and design of the surface water management system and permitting through SFWMD, ACOE, FWC and Lee County. ENGINEERING unity/Affirmative Action Employer JORDAN VARBLE, P.E. Water Resources jvarble@johnsoneng.com 239.461.'2431 Years Experience 10 years Education/Training M.S. Civil Engineering Colorado State University (201 1) B.S. Civil Engineering Magna Cum Laude Missouri S&T (2009) Working Proficiency in Spanish Jordan joined Johnson Engineering in 2015 and is a Professional Engineer in the company's Water Resources group. Jordan earned his Master of Science in Civil Engineering from Colorado State University in 2011 and Bachelor of Science in Civil Engineering from Missouri S&T in 2009. Jordan's experience as an engineer includes regional watershed modeling, surface water design, regulatory permitting, well design, groundwater modeling, data analysis, hydraulic pipe modeling, observation and analysis of geophysical logging programs, construction inspection, groundwater testing and analysis, water demand calculations, technical report writing, land surveying, agricultural irrigation system evaluation, engineering due diligence and expert witness engineering reports. Relevant Experience Southern Lee County Flood Mitigation Plan - Phase 3 — Developed regional conceptual projects to mitigate flooding problems highlighted by Hurricane Irma in 2017 for the south Fort Myers area of Lee County. Coauthored the final report that summarized the results from the regional hydrologic computer model for each conceptual project and recommended prioritized improvements. While the project focused primarily on flood mitigation, discussions were also included on water quality, wetland enhancement, recreation and water conservation. Also authored the local model section of the report, performing detailed hydrologic and hydraulic studies of three waterways to better refine the conceptual design and confirm the results of the regional model. Southern Lee County Flood Mitigation Plan - Phase 2 - Member of the Phase II response team following Hurricane Irma in 2017 that identified short-term relief opportunities in major and secondary waterways in south Fort Myers. Work included detailed field investigations, mapping, historical pen -nit research, and a comprehensive summary report. Hendry County Canals Restoration & Mitigation - The FEMA-funded project included hazard mitigation designs of the Austin Relief and Roy Brown Canals in northwest Hendry County. Authored hydrologic and hydraulic studies of the canals and currently designing and permitting improvements to the canals, including bank armoring, culvert replacement and a water control structure. Surface Water Design - Designed stormwater pipe networks for institutional, residential and commercial developments, including The Forum, Lee Health Regional Cancer Center, FPL substations, FGCU, Magnolia Landing, Shell Point, Habitat for Humanity and LeeSar Reginal Service Center. Environmental Resource Permitting (ERP) / Surface Water Management - Named consultant on ArcGIS, AutoCAD, HEC-RAS over 90 ERP applications submitted through SFWMD, FDEP, and SWFWMD for institutional, ICPR4, BMPTrains, and MS Office residential and commercial developments. Work included applications for major and minor ERP modifications through the preparation of stormwater management plans, ICPR & HEC-RAS models, Licensing & Registration and coordination with District staff. Clients include: FGCU, FSW, Cypress Lake Country Club, Professional Engineer PRMRWSA, The Forum, Collier County, Lee Health, Shell Point, West Bay Club, Hendry County, FL License No. 81414 The Brooks Club, FPL, Florida State Parks, Lee County (Utilities, Parks & Rec, Facilities, Port Authority), Verandah, Habitat for Humanity, the Harborage, Magnolia Landing and Bridgetown. Civic - City of Fort Myers Eastwood Wellfield Expansion - Field engineer for construction of two public Volunteer at water supply (PWS) wells at the Eastwood wellf eld in Fort Myers, Florida. Project included testing Hang Chapin Food Bank and construction of two Upper Floridan PWS wells completed to 700 feet bls and installation of a 4,000-ft raw water pipeline. Other responsibilities included coordinating with clients and contractors Citizen Scientist for regarding construction activities and testing. CoCoRaHS Rain Network - Lee County Utilities Green Meadows Injection Well and Wellfield Expansion - Field engineer for construction and testing of a Class I Industrial deep injection well (DIW), associated dual -zone Returned U.S. Peace Corps monitor well system, and six PWS wells in Lee County, Florida. Project included testing and Volunteer construction of a Lower Floridan aquifer DIW well completed to a depth of 3,300 feet bls, a dual zone monitor well system completed to 1,800 feet bls and six Upper Floridan PWS wells completed to depths up to 1,200 feet bls. Prepared the final completion report for the DIW project. Public Water Supply Design & Permitting - Designed and permitted public water supply system components and wells for multiple clients, including: City of Fort Myers, Florida Fish & Wildlife Conservation Commission, Florida Power & Light (FPL), Family Dollar, Van Roekel Veterinary Clinic, and Dollar General. Prepared preliminary design reports, plans, specifications and drawings in support of permit applications through the Department of Health. Potential Water Retention Model (SFWMD) - Used the District's PWRM to evaluate the annual water storage potential for Payson Ranch in Charlotte County. ENGINEERING unity/Affirmative Action Employer JEFFREY NAGLE, RLA Landscape Architect jnagle@johnsoneng.com 239.461.3312 Years Experience 37 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 Copperleaf Lane. This section of new landscape and irrigation has just been completed and our design team is currently completing design and construction documents for another 1.7 miles along the same corridor and continuing northward from 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 GUY ADAMS, PSM Professional Surveyor & Mapper gadams@johnsoneng.com 239.461.2461 Years Experience 42 years Licensing & Registration Florida Professional Surveyor & Mapper, License No. LS 4390 Guy has been a licensed professional more than four decades and is thoroughly familiar with many aspects of the Surveying and Mapping profession. He worked his way up thru the ranks performing a wide variety of Surveys. Drawing on his vast field experience, he is responsible for projects including, but not limited to, boundary and topographic surveys, platting, hydrographic surveys, sketch and legal descriptions. Relevant Experience Hydrographic Surveys - Some examples of Guy's experience are Clam Pass, Wiggins Pass, Clam Bay, Park Shore Beach, Hideaway Beach, Tiger Tail Beach, Collier County Beach Re - nourishment from Vanderbilt Beach to Marco Island, DEP R-Monuments from Bonita Beach to Marco Island, Everglades City and Bay Beach on Estero Island. ALTA/NSPS Surveys - As a Professional Surveyor and Mapper Guy has attained a reputation as an expert in this field. Guy has worked with many Attorneys and Title Companies performing American Land Title Surveys that are critical to closing loans on commercial properties. Condominium Surveys - Responsible for preparing preliminary and final Condominium Exhibits on High Rise Condominiums. Some examples of Guys experience are 12 Buildings in Park Shore, 8 Buildings in Bay Colony, 4 Buildings in Tarpon Cove, 3 Buildings in Pelican Bay, 2 Buildings in the Strada at Mercato (Naples), I I Buildings in Bay Beach (Ft. Myers Beach), 2 Buildings in Bonita Bay (Bonita Springs), One Watermark Place (West Palm Beach). Construction Layout Surveys - Guy has been responsible for the completion of many Education/Training successful construction projects. Some examples of Guys experience are Roads, Bridges, A.S. Surveying & Mapping (1978), Drainage Projects, Shopping Centers, Office Buildings, Banks, Underground Utilities, High S.U.N.Y at Sullivan Co. College Rise Condominiums, County Parks, Subdivisions, Golf Courses and Clubhouses. Currently working on the $100 million dollar Paradise Coast Sports Complex in Collier County. Professional Affiliations Topographic Surveys - Responsible for obtaining and mapping topographic data for design Engineering Ministries purposes. Clients being Collier County, Lee County, Florida Dept. of Transportation, International Florida Dept. of Environmental Protection, South Florida Water Management District, City of Naples, City of Bonita Springs, Naples Airport Authority, Collier County Public Schools, American Congress on Lee County Public Schools and many private landowners, architects, engineers, and Surveying and Mapping developers. Subdivision Platting - Responsible for Subdividing large tracts of land into smaller lots National Society of Professional creating boundaries, including streets, easements, and rights of way. Working with Land Surveyors Planners, Architects, Engineers, County and City Governments to assure that the creation of the new plat meets state and local requirements. Council of Professional Surveyors Right -of -Way and Easement Mapping - Right of way maps and easements are prepared American Council of Engineering when real property rights are to be acquired i.e., fee, permanent or temporary easements. Companies For example, Guy worked closely with Collier County Stormwater Management Staff on the Lely Area Storrnwater Improvement Project also known as LASIP and Transportation Florida Surveying and Services for the White Blvd. Bridge Replacement Project. Mapping Society ENGINEERING .unity/Affirmative Action Employer LAURA DEJOHN, AI(P Director of Planning & Landscape Architecture Idejohn@johnsoneng.com 239.280.433 I Years Experience 23 years Education/Training Master of Planning (1998), University of Virginia Bachelor of City Planning (1997), University of Virginia Professional Affiliations American Planning Association Member 11=117E7TlI'rl fill -la i1 ST-To Blue Zones Built Environment Subcommittee Member Laura is the director of the firrn's planning and landscape architecture group. She joined Johnson Engineering in 2004 to lead the planning services in the firm's Collier County office. Laura manages projects that involve development feasibility and due diligence studies, governmental coordination, preparation and presentation of land use and zoning applications, site planning, master planning, and design. She has 22 years of professional experience in the planning field, in both the public and private sector. Prior to joining Johnson Engineering, Laura served five years as a planner for the City of Naples. Relevant Experience Lee County General Planning Services - Provide continuing professional planning services to Lee County, including management of analysis and expert planning services to determine development feasibility options for property impacted by expansion of right-of-way for the Plantation Road/Crystal Drive Round -about. Lee County Port Authority - Provide continuing services as the Port Authority's primary planning service provider, including rezoning of Page Field Airport Operations Planned Development and Comprehensive Plan Amendment for SWFIA to facilitate demand -based Non -Aviation Support development in compliance with local codes and FAA regulations. Fort Myers Community Redevelopment Agency - Provide professional planning services including Cleveland Avenue Land Development Code Amendments and public involvement coordination to establish new Overlay Code to encourage lot assembly, promote mix of uses, and incentivize pedestrian realm improvements along the Cleveland Avenue Corridor within the City's Redevelopment Area boundary. Fort Myers 2010 Downtown Plan, Acquest/City of Fort Myers - Provided planning support through the adoption of the 2010 Riverfront Development Plan and amendment creating the 2010 Downtown Plan including re -drafting and re -mapping for the area north of Bay Street and between the two US 41 bridges. Services included preparation of TMDL grant and State Revolving Fund loan applications that resulted in award of $768,164, Fort Myers Public Works Facilities Master Plan - Provide professional planning services to evaluate future Public Works facility needs at the City of Fort Myers' facilities campus upon an assumed build -out condition with an anticipated City population estimated to be 90,000 residents in 2030. Four alternative land plans were generated to accommodate the future spatial needs for the facilities across approximately 60 acres. The final Facility Plan report summarized the facility inventory and interviews, plan options, and future permitting considerations. Hendry County General Planning Services - Provide continuing professional planning services, including preparation of Evaluation and Appraisal Report based Amendments for the Conservation Element, Infrastructure Element, and Housing Element of Hendry County's Comprehensive Plan. Also provided planning and GIS support to evaluate the impact of proposed density and intensity provisions for the 579-acre Oxbow Community. Collier Metropolitan Planning Organization Planning Services - Provide continuing professional planning services to the Collier MPO to support walkable community improvements. We coordinated with community stakeholders and performed existing conditions inventory with GIS documentation of all existing pedestrian facilities, destinations with % walkability buffers, transit facilities, and crash data for the 2013 Naples Park Walkable Community Study. Also coordinated qualitative survey and recommendations for the 2014 Collier MPO Pedestrian and Bicycle Safety Study. Collier County Coastal Zone Management, Collier County - Managed and prepared feasibility studies and conceptual design to determine planning, zoning, engineering, parking and site design constraints for three proposed park projects for Collier County Coastal Zone Management including Clam Pass Improvements, Conner Park Improvements, and Bayview Park Overflow Parking; and assisted with a Flood Damage Prevention Ordinance Variance petition for Bluebill Beach Access and Facilities. Bayshore Gateway Triangle CRA, Collier County - Managed and prepared feasibility, design and amenity concepts and alternatives for the Triangle Stormwater Pond Pathway, including presentation to community groups for public input to support application for recreational trail grant funding. Collier County School District, Collier County - Managed and prepared feasibility studies and consistency review applications to determine facility planning, zoning, engineering and site design constraints for five proposed school and bus facility sites for Collier County School District including School JJ in East Naples, School EEE in Golden Gate Estates, Immokalee Career and Service Center site, Immokalee Tradeport site, S.R. 29 site, and Section 25 site near Immokalee. ENGINEERING unity/Affirmative Action Employer BRETT DEAN, El Brett has been with Johnson Engineering since 2016, when he joined the firm's transportation group. Engineer Intern After two years, Brett transferred to the utilities group where he has gained most of his experience. Since joining Johnson Engineering, Brett has assisted in managing and inspecting various projects, including large diameter horizontal directional drills (HDD) as well as lift station construction. He is proficient in hydraulic analysis for water, wastewater and irrigation systems. Brett spends many 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. Relevant Experience Ben Hill Griffin/Alico Force Main, Potable Water Main and Reuse Main, Lee County - This bdean@johnsoneng.com project included the design, permitting, bidding and construction phase services for a proposed 239.461.2452 36" water main and 12" reuse main for approximately 10,050 linear feet. The water and reuse mains were designed in conjunction with the Roadway Widening of Alico Road. The reuse main was determined to not be needed/constructed at this time. Years' Experience Collier/Davis Boulevard Corridor WW Generation Study & System Analysis - This project 5 years consisted of the testing and monitoring of 40+ Pump Stations as well as various above ground Air Release Valves (ARV's). This testing gave us pressure and water level data that was further Education/Training analyzed to generate an overall status of the wastewater system surrounding the Davis B.S. Civil Engineering (2020), Boulevard and 1-75 corridor. In addition to analyzing the current level of operation at which Florida Gulf Coast University the system performed, future flows were predicted along with possible improvements to the force main in order to account for future developments. Licensing & Registration Carica Pump Station Water Main Improvements - This project included improvements to Engineering Intern the Carica Water Plant that services northwest Collier County. The goal of this project was to reconfigure the on -site piping as it was old and was taken over by the County from a previous utility. The improvements to the plant consisted of two tasks, the removal and the replacement of pipe. Removed from the site was approximately 1,500 linear feet of Ductile Iron and Cast -Iron water main. The maze of inoperable valves and piping was replaced with 650 linear feet of PVC and DIP water main. Alongside the pipe being replaced, gate valves and ARV's were installed. This project consisted of large diameter pipe, up to 30-inches, and an above ground valve assembly with pressure regulating Bermad valves. Johnson Engineering was responsible for the Site Development (SDPI) and Florida Department of Environmental Protection (FDEP) permitting. Water System Telog Pressure Recorder Program — This project included installing 52 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 pin point 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. This quick thinking and close attention won Collier County the merit for Water Distribution System of the Year awarded by the American Water Works Association — Florida Section. ENGINEERING .unity/Affirmative Action Employer JAMES "VEE" LOFTON Director of CEI jIofton@johnsoneng.com 239.461.2406 Years Experience 33 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 Technicia Level I N Vee has 33 years of experience working on FDOT and County transportation projects located in District One, Four and Five, including five years with the Florida Department of Transportation Maintenance and Construction combined. He has worked on a wide variety of transportation improvement projects with varying degrees of complexity as project administrator, contract support specialist and senior lead inspector. Vee currently holds, and is continuing to seek and renew, numerous certifications in the Construction Training Qualification Program (CTQP) qualifications as required by FDOT and FHWA. Vee is director of the CEI team. His extensive experience extends through all facets of roadway and bridge construction, project administration, and inspection in both traditional design -bid -build and design -build. Vee specializes in document control for both quality assurance and quality control testing. His previous experience as a consultant program manager with the Florida Department of Transportation (FDOT) gives him a unique perspective of the bidding process, construction techniques utilized, as well as an understanding of the maintaining agency's needs. Relevant Experience 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 1-75. 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 1-75 bridge to its entirety, to widen the existing roadway to a six -lane facility. The project included widening of the existing bridge structure over Riverside Drive and Gulf Seminole Railway. Vee served as project administrator for FDOT and FHWA as this project was a pilot design build project with FHWA oversight. ENGINEERING .unity/Affirmative Action Employer WAYNE WRIGHT, PE Senior Electrical Engineer wwright@johnsoneng.com 239.461.2446 Years Experience 39 years Licensing & Registration Florida Professional Engineer, License No. 58220 Education/Training B.S. Engineering (1982), Duke University Wayne has 39 years of experience working as an Electrical, Instrumentation & Controls (EI&C) 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 voltage 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 WWTP Switchgear, MCC & Generator Controls Upgrade, Naples, FL - Our team provided professional engineering services associated with the replacement of the Generator # I switchgear and the Uniform Bldg. MCC and a generator control system field retrofit. 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, followed by associated construction services, for the replacement of existing critical infrastructure equipment which has reached the end of its useful life. NESA WWTP & Booster Station Electrical Design, Collier County, FL - Collier County plans to build a Wastewater Treatment Plant (WWTP) and Water Treatment Plant (WTP) which will provide treatment for the Northeast Wastewater Service Area (NESA). This NESA Interim WWTP is intended to consist of two independent 750,000 gpd interconnected units for reliability that will have a total capacity of 1.5 million gallons per 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. ENGINEERING unity/Affirmative Action Employer MARK TEXTER, PSM Field Crew Supervisor, SUE mtexter@johnsoneng.com 239.219.7486 Years Experience 35 years Licensing & Registration Florida Professional Surveyor & Mapper, License No. LS6392 Education/Training Pennsylvania State University Mark joined Johnson Engineering in 2004 and is the field crew supervisor for our surveying and mapping team. He brings 34 years of land surveying experience ranging from a rodman on a survey crew to the owner of a land surveying business, with an emphasis on construction surveying. Mark has worked extensively on construction sites and numerous boundary surveys ranging from one -quarter acre lots to 10,000-acre tracts. Relevant Experience Collier County GIS Database - Location with GPS of over 140 section comers throughout Collier County. Florida SouthWestern College - The construction of a new basketball arena. Lee Health — The construction of a new hospital in Estero. Lee and Collier County Utilities - Numerous right-of-way surveys for the design or replacement of existing underground pipelines ranging from one -quarter mile to 10 miles Lee County Utilities - Right-of-way location and preparation of legal descriptions for waterlines and well fields over five miles long. Florida Power and Light - Right-of-way location and staking of power poles over 8 miles along US 17 in Arcadia. This was also revisited by Mark the day after the devastation of Hurricane Charley to help restore power to those in need. Caloosahatchee River - The resetting of United States Army Corps of Engineers monuments along the river right-of-way. ENGINEERING unity/Affirmative Action Employer MICHAEL LOHR PSM GIS Director mlohr@joh nsoneng.com 239.461.2404 Years Experience 37 years Licensing & Registration Florida Professional Surveyor & Mapper, License No. LS5916 Education/Training AA Chemical Engineering (1974), Jefferson Technical College Professional Affiliations Florida Surveying and Mapping Association National Institute for Certification in Engineering Technologies Mike began working for Johnson Engineering in 1984. His responsibilities included construction inspection and materials testing for various agencies including the Federal Aviation Administration, Florida Department of Transportation, Florida Department of Environmental Protection, Charlotte County, Lee County, Big Cypress Basin, and the City of Fort Myers as well as many private construction projects. He is a registered Surveyor and Mapper licensed to practice in the State of Florida. In 1995, Mike began performing geographic information system (GIS) work for the State of Florida, Bureau of Survey and Mapping. This work included ownership mapping for the Florida Department of Environmental Protection's C.A.R.L. land acquisition program, cataloging more than 70,000 parcels slated for purchase by the State of Florida Since then he has overseen many large GIS specific projects as well as continuing to support other efforts in the Water Resource Group at Johnson Engineering. Some of those major surface water efforts include Lee County Surface Water Master Plans in 1990, 1991, 1992 and 1997, The South Lee County Water Management Plan for SFWMD in 1999, and Six Mile Cypress Water Management Plan 1990. Mike participated directly in the permitting, design, and construction of numerous large water control structures (weirs) including L Canal, Galloway, Six Mile Cypress, Briarcliff, for Lee County and 10 weirs for Lee County Port Authority at Southwest Florida International Airport along with major outfall conveyances. Mike has participated in water level and stream flow measurements during his tenure at Johnson Engineering and has access to measurements back to the 1970s, critical data for surface water modeling efforts. Mike coordinates GIS projects forthe company and is currently developing Internet and mobile mapping capabilities using Phones and iPads for use by in-house staff and clients, including digital conversions and digital imagery in a GIS environment, as he continues to support other water management efforts at the company. Areas of expertise include imagery assessment and processing, thematic and spatial analysis as well as positional accuracy of GIS datasets and imagery products including aerial ground control and ongoing development of tablet and phone based online mobile mapping and data collection efforts. Relevant Experience Stormwater Facilities Geodatabase, Collier County, FL -This project, completed in 2012, input data from a variety of in house, county and external sources, beginning with Livingston Road. The data was overlaid on georeferenced imagery and supplemented with conventional survey GPS data collection, resulting in over 4500 inlets mapped, 1470 junction boxes, 260 control structures, and over I million linear feet of associated piping along with numerous related structures. Lee County 2017 Flood Analysis Study, Lee County, FL -This project involved field reconnaissance, GIS data input for flow obstructions, permit and plan research and mobile mapping technology, to assess and document obstructions to stormwater drainage in multiple watersheds in Lee County. The study area included portions of Ten Mile Canal North and South, Six Mile Cypress, Mullock Creek and Hendry Creek watersheds. Data was used by Lee County to efficiently assign maintenance crews to the documented obstructions located by field operations. Southwest Florida International Airport Midfield Terminal Expansion, Lee County, FL — This project included permitting, design and construction of a large surface water management system designed to handle run off for expansion activities in the early 2000s and well as future improvements on Port Authority lands up to and including the 1-75 interchange and the upcoming parallel runway. Work included ten major water control structures and associated conveyances and berms within SWFIA. Lee County Surface Water Master Plans 1990-1991 and 1997 Lee County, FL — This comprehensive group of projects included developing watershed specific master plans characterizing existing and proposed conditions for a majority of the Lee County watersheds. Data development included topographic information, structural data, assessment of sensitive lands, rights -of way, groundwater, hydrology assessment and modeling, system capacities, potential improvements, funding and implementation. Many portions of this work carried over to current planning and development guidelines. ENGINEERING .unity/Affirmative Action Employer Justin 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 Senior Project Manager with 20 years of engineering and utility management experience in the State of Florida. His Florida engineering experience includes design analysis, permit and construction management; technical report writing, plans development, and utility management with focus in Southwest 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 general construction coordination. hi 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 • Collier County Naples Park Public Utility Renewal over 6 miles of water, wastewater, stormwater, and roadway improvements • Collier County Goodland Drive Water Main Replacement • West Goodlette-Frank Road/Rosemary Heights & Gulf Acres Area Joint Stormwater- Sewer-Water Improvements (3.5 miles of water, wastewater, stormwater, and roadway) • 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 • City of Naples Wastewater Pump Station Improvements, 5 rehabs and 5 new PSs • City of Naples Orchid Run Water Main Extension • 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 Naples WTP Vacuum Press Replacement • City of Cape Coral Nicholas Parkway West Waterline Replacement (7,000 feet) • City of Cape Coral upgrades to 18 pump stations • 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 Water and Wastewater System Improvements (over 25 miles of water and wastewater improvents) • DeSoto County Improvements to WWTP Influent Screen Piping • Florida Department of Corrections, Marion Correctional Institution WWTP expansion and level of treatment improvements to produce public access reuse quality • 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 Donald L. Saintenoy III, PSM Survey Project Manager Education • Bachelor of Science, Geomatics College of Engineering at the University of Florida Gainesville, FL. Professional Registrations/ Affiliations • Member of the Lee/Collier FSMS Chapter • Professional Surveyor and Mapper, Florida PSM #6761 0 GradyMinor Mr. Saintenoy has a degree in surveying from the University of Florida and is a licensed Professional Surveyor and Mapper in Florida. In addition he has over fifteen (15) years of survey experience with the past ten (10) years as Director of Surveying at GradyMinor. His expertise runs across the discipline and includes directing survey field crews on data collection for design surveys, boundary surveys, and construction surveys. He manages survey technicians in the reduction of raw data, boundary calculations and production of survey drawings, point identification maps, right-of- way maps and record drawings. Donald performs services for the Public and Private sectors. Public sector projects have been completed for Collier County Public Utilities, Transportation, the Airport Authority, Stormwater, EMS, Parks & Recreation and Coastal Zone Management. Recent work performed for our Public Sector Clients have included the creation of sketches and legal descriptions, boundary surveys, existing condition surveys, and construction as-builts surveys. RELEVANT PROJECTS Public Sector • 93rd, 941h, 951h ,1801h, & 1091h Avenue — Existing conditions survey for 5 miles of water main replacement. • US 41 Watermain Replacement - Existing conditions survey for water main replacement. • West Goodlette Frank Joint Stormwater-Sewer - Existing conditions survey for storm, sewer, water, & pavement replacement. • Barron Collier High School — Existing conditions survey and legal sketch and description creation for water system improvements. • Pelican March Elementary School - Existing conditions survey, SFWMD canal cross sections, and legal sketch and description creation for water system improvements. • White Boulevard, 23rd Street and 28th Avenue — Legal Descriptions and sketches for right-of-way and easements. • Golden Gate Estates — Drainage Structure Mapping • Bayshore/Davis Blvd. — Design survey for stormwater improvements • Golden Gate Wastewater Plant — Existing conditions survey of existing wastewater plant and route of proposed pipeline for engineering design. • Immokalee Regional Airport — Boundary Survey of the overall airport property along with various parcels internal to the overall property for engineering design. • Fiddlesticks Watermain — As -built Survey for approximately 2 miles of water main improvements. Private Sector • Fiddler's Creek — Plats, design surveys, boundary surveys, construction stake- out, record surveys • Pelican Bay - High-rise parcel surveys, construction stake -out, condominium exhibits Q. Grady Minor & Associates, P.A. Civil Engineers a Surveyors • Land Planners a Landscape Architects ENGINEERING unity/Affirmative Action Employer 1. Ability 1ProfessionalPersonnel 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 / PROFESSIONAL AFFILIATIONS Professional Engineer, Florida, No. 64114, 2006 Member, American Society of Civil Engineers Member, Florida Engineering Society EXPERIENCE Mr. Sokolic has 20 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. Southwest Florida International Airport (SWFIA) Access to 1-75, Lee County, FL Working as the FDOT District Geotechnical Office representative in charge of the field activities for compliance with federal and state policies and procedures. This design -build new interchange construction project was the first in the State of Florida Kaye B. Molnar Cella Molnar & Associates, Inc. Expertise Ms. Molnar has over 20 years of experience in planning and public involvement for new and expanding roadway and infrastructure facilities. She is skilled in developing and implementing successful, comprehensive large-scale public involvement programs as well as working with individual property owners. She has established effective working relationships with media personnel and repeatedly develops trusted relationships with residents and property owners on her projects. Her project management skills combined with her extensive experience in dealing with the public both in person and via telephone communications make her uniquely qualified. Education B.S., Business Administration, University of South Florida, 1998 A.A., Business Administration, Edison Community College, 1983 Key Proiects Northeast Service Area (NESA) Utility Extension Project, Collier County, Florida — Public Information Project Manager for Collier County's design -build project to include an interim wastewater treatment plant, storage tanks and associated pipelines in Collier County. Work consists of coordination with stakeholders, project team members, property owners, tenants and the public. Newsletters were mailed to property owners, businesses and tenants in the project area to announce construction of the project. Other public involvement activities consist of developing newsletters, kick-off letters, post cards, door hangers, contact cards, road watch reports, and maintaining an active and up-to-date email correspondence list. Extensive coordination with Collier County staff and officials, property owners, tenants, residents and business owners are significant factors of the public involvement plan. Duties also include informational releases and interaction with media about the project. Public involvement duties also include developing and maintaining a project website, www.CollierNESA.com, and staffing a 24-hour telephone hotline to respond to public inquiries and comments. East Fort Myers Water Reclamation Facility, City of Fort Myers, Florida — Public Information Project Manager for the City's proposed water reclamation facility located between two existing neighborhoods. A Public Involvement Program was conducted using a combination of Public Information Workshops and small group meetings with interested and affected organizations. Education newsletters informed the public about components of the water reclamation campus and the water reclamation facility process. Cella Molnar & Associates, Inc. also created a website to keep the public up -to date on the project. Fort Myers Downtown Utility and Streetscape Improvements Project, City of Fort Myers, Florida — Public Information Project Manager for this APWA award -winning City of Fort Myers project which included the complete replacement of all underground utilities and streetscape improvements throughout the Downtown Fort Myers area. An extensive ongoing Public Involvement Program was conducted using a combination of Public Information Workshops, small group and numerous, daily individual meetings with property and business owners along the corridor. Newsletters and notification flyers were prepared periodically for distribution to the affected property owners and tenants in the downtown area. Coordination of water shut -offs, boil water notices and rescission notices for affected properties. Extensive coordination with City staff and officials, downtown property owners, residents and business owners were significant factors of the program. Duties also included coordination of weekly local media traffic reports and interaction with local press. A project website, www.FMStreetscape.com was created to keep the public informed on the project. Imperial Golf Course Watermain Replacement, Collier County, Florida — Public Information Project Manager for this watermain replacement project. A preconstruction public meeting with HOAs, residents and businesses was conducted. Flyers were prepared to announce the public meetings. Other public outreach activities included door hangers, periodic construction update emails to interested parties and coordination with the homeowners' associations and businesses. Public involvement duties also include developing and maintaining a project website, www.IGCWaterMain.com, and staffing a 24-hour telephone hotline to respond to public inquiries and comments. DBE Certified Company Website: www.cella.cc ENGINEERING While Johnson Engineering is not a FLORIDA DEPARTMENT of MANAGEMENT SERVICES Minority Business Enterprise (MBE), office of supplier we take great pride in being an equal s 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 certified under the provisions of 289 and 295.187, Florida Statutes, for a period from: 09/09/2019 `0 09/09/2021 Jonatban R. Sattex, Se¢etarr `+ F1onda ➢epo .-tof]4anagementueTvioea Deparmivrnof . Olfi-ofsupplier Dirersrty MANAGEMENT 400E pla"ad�waYs° a a° IaM1a�ee, FL 32399 SERVICES % Tal�� Office of Supplier Diversity www. dms WIf ida.josd Inal l101I'Mi 10 ENGINEERING N I o sCL4l: : ~aeaee T tj �Y�p � wwm rs RELEVANT TASKS TO THIS RFP: Existing Water Facilities Testing (�) & Hydraulic Modeling Existing Wastewater Facilities () Testing & Hydraulic Modeling Utilities Design (ItL Stormwater Design () Roadway Replacement () Sidewalks () Pubic Involvement () MOT SUE Dewatering Permit (�) 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, testing lift stations over extended periods, SUE, hydraulic modeling with extended period simulations and diurnal patterns (water and wastewater), and drainage design / surface water management. Community Involvement: We utilize Cella Molnar 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. Quality Assurance / 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 a thorough and complete design. For this project, we will also utilize GradyMinor for QA / QC reviews. GradyMinor has extensive municipal project experience in Collier County. Together, our firms will provide high -quality construction plans forthis project. 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. CITY OF FORT MYERS - Phase III-C Utility Improvements This project consisted of the design and permitting of approximately 60,000 linear feet of gravity sewer main; 40,000 linear feet of potable water main; 21,000 linear feet of storm drain; and three pump stations. Improvements included replacing the aging wastewater system located in the back lot easement, upgrades to the existing storm drain system and upgrading the water system to meet the current fire standards. The project was approximately one square mile in size and involved improvements within existing residential, multi -family, commercial and light industrial properties. In total the project consisted of approximately $21 million of improvements. YOUR UTILITY FEE$gT W�FR PHASE III-C UTILITY -- IMPROVEMENTS AREA,I. COST $4,157,602.05 13i BEING CONSTRUCTEOBY FORT MYERS CITY coueca i I L� 1- c — MAYOR I Warren 1. Wn9ni °' MJM wan Lemon . CONSUSimmsLTANT �� I Ii 7 1A-�'-1 IIi — I II 1 ` 14 ENGINEERING unity/Affirmative Action Employer Collier ouni RELEVANT TASKS TO THIS RFP: Existing Water Facilities Testing ( qP) & Hydraulic Modeling Existing Wastewater Facilities ( ef) Testing & Hydraulic Modeling Utilities Design (�) Stormwater Design () Roadway Replacement ()_ Sidewalks Public Involvement MOT (4) SUE (�) Dewatering Permit (�) RELEVANT TASKS TO THIS RFP: Existing Water Facilities Testing ( ,f) & Hydraulic Modeling Existing Wastewater Facilities Q Testing & Hydraulic Modeling Utilities Desigrt�(t�� Stormwater Design (�) Roadway Replacement Q Sidewalks �) Public Involvement of—L MOT (4) SUE (4f) Dewatering Permit (4) CITY OF CAPE CORAL - Southwest 6 & 7 Utility Expansion Project Areas 1&2 This project included utility improvements to approximately 1,100 existing residential properties in Cape Coral. Design included approximately 53,000 linear feet of gravity w sewer main, 56,000 linear feet of potable water main, 58,000 linear feet of irrigation main and 5,400 linear feet of storm drain improvements. Johnson Engineering provided survey, design, permitting, hydraulic modeling, bidding assistance and construction phase services. - Johnson Engineering also assisted the City with public awareness by attending meetings with residents and responding to their concerns during construction. 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 forthis 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. RELEVANT TASKS To THIS RFP: COLLIER COUNTY UTILITIES - Northeast Service Area (NESA) Interim Wastewater Treatment Plant Existing Water Facilities Testing (,f) Johnson Engineering is a member of a design -build team that is constructing an interim wastewater & Hydraulic Modeling treatment plant (VW\/TP), potable water pum in and stora e facilities, irrigation water facilities, Existing Wastewater Facilities (� and pipeline infrastructure for Collier County. Testing & Hydraulic Modeling The interim WWTP will have a capacity of i Utilities Design (�) 1.5 MGD and will serve Collier County's Stormwater Design Q Northeast Service Area. Johnson Engineering's Roadway Replacement Q role in the project includes surveying, site Sidewalks development plans, pipeline design, electrical design, development of a groundwater Public Involvement () monitoring plan, and permitting assistance. MOT (�) This project also includes a public relations SUE campaign headed up by Cella Molnar. The Dewatering Permit (�) project is expected to be completed in 2021 at a cost of approximately $75 million. 3. Past Performance BONITA SPRINGS UTILITIES - Priority Water Main Replacement RELEVANT TASKS TO THIS RFP: This project consisted of the replacement of approximately 75,000 linear feet of 12", 8" and 4" Existing Water Facilities Testing (qP) water main in Bonita Springs along various streets located in between Bonita Beach Road and & Hydraulic Modeling the Imperial River. Key design elements included identifying Existing Wastewater Facilities O an alignment within congested rights of way that would Testing & Hydraulic Modeling accomplish project goals while minimizing impacts to the Utilities Design existing residents and allow the existing asbestos cement Stormwater Design and class pipe water mains to remain in service during Roadway Replacement (4f) construction. Design also included several directional drills Sidewalks (�) to cross creeks and other environmentally sensitive areas. Public Involvement Project also required close coordination with the City of Bonita Springs who owned and maintained the road rights Engineering design, MOT of way. Johnson provided the survey, and SUE permitting, bidding service and construction administration. Dewatering Permit 4) 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 Existing Water Facilities Testing main in Collier County along Vanderbilt Drive and finger streets between Vanderbi It Beach Road and & Hydraulic Modeling Immokalee Road. Key design elements included identifying an alignment within congested rights of Existing Wastewater Facilities O way that would accomplish project goals while Testing & Hydraulic Modeling minimizing impacts to the existing residents and V Utilities Design allow the existing asbestos cement (AC) water Ill Stormwater Design main to remain in service during construction. Roadway Replacement Design also included provisions to remove the s Sidewalks �) entire AC water main once the new system Public Involvement ( was in service. Johnson Engineering provided R MOT ( the survey, design, permitting and bidding - for service this project. SUE (�) rr Dewatering Permit RELEVANT TASKS TO THIS RFP: Existing Water Facilities Testing O & Hydraulic Modeling Existing Wastewater Facilities O Testing & Hydraulic Modeling Utilities Design Stormwater Design Roadway Replacement Sidewalks Public Involvement (� a MOT(f) \\ SUE Dewatering Permit O BONITA SPRINGS UTILITIES - Gravity Expansion Phase 8 Johnson Engineering was responsible for the design, permitting and construction observation of a wastewater collection and potable water system for approximately 170 acres for Bonita Springs Utilities. The project consisted of approximately 18,000 linear feet of gravity sewer, three lift stations and 18,500 linear feet of water main. Johnson Engineering also assisted Bonita Springs Utilities in acquiring a dewatering permit through South Florida Water Management District. COLLIER COUNTY - Field Data Collection RELEVANT TASKS TO THIS RFP: This project consists of providing ongoing services for Collier County to determine wastewater Existing Water Facilities Testing (�) system pressure and flow conditions. Work includes installing & Hydraulic Modeling pressure transducers at various locations on the force main Existing Wastewater Facilities () system to record pressure and installing low pressure data Testing & Hydraulic Modeling collectors in lift station wet wells to monitor water levels over Utilities Design Q an extended period of time. Using known geometry of wet Stormwater Design Q well and SCADA information provided by Collier County, Roadway Replacement Q flow rates can be determined along with corresponding Sidewalks pressures. Essentially, this is similar to performing multiple pumps downs over an extended period of time and allows Public Involvement Q for a higher level of confidence in comparison to a single pump MOT Q down performed one moment in time. This information can SUE Q be used to determine force main connection head, force main . . Dewatering Permit Q _.,._ system and lift station deficiencies and potential for stormwater inflow / infiltration in the wastewater collection system. BONITA SPRINGS UTILITIES - Gravity Expansion Z, Phase 1 RELEVANT TASKS TO THIS RFP: This project consisted of the design of Existing Water Facilities Testing approximately 13,000 linear feet of gravity & Hydraulic Modeling sewer, multiple pump stations, 13,500 linear Existing Wastewater Facilities ( feet of potable water main and 5,000 linear Testing & Hydraulic Modeling feet of drainage improvements. The project Utilities Design was located along various neighborhoods Stormwater Design in Bonita Springs near Bonita Beach Road Roadway Replacement ( that consisted of primarily of residential Sidewalks () neighborhoods. In total the project consisted Public Involvement (� of approximately$3.5 million in improvements. Johnson Engineering provided survey, design, MOT permitting, hydraulic modeling, bidding SUE assistance and construction phase services. Dewatering Permit (�) 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 Existing Water Facilities Testing (�) the option to send wastewater flow to either the South or Central treatment plants. Project & Hydraulic Modeling also included improvements to adjacent potable water, Existing Wastewater Facilities ( �) gravity sewer, sidewalks, and drainage systems. Overall, Testing &Hydraulic Modeling Utilities Design () approximately 4,700 feet of 12" to 18" force main of which Stormwater Design ( 600 feet was directionally drilled under US-41; 1,300 feet of sewer; rehabilitation of three lift stations; 4,000 Roadway Replacement ( gravity feet of storm mains; 4,300 feet of swale reconstruction; Sidewalks and approximately 1.5 miles of new sidewalk.This project ( included a second phase for improvements to the Coronado Public Involvement MOT ( Public Park Johnson Engineering provided the hydraulic analysis, survey, design, permitting, landscape architecture, SUE bidding, and construction administration. Dewatering Permit Q ' Y ; ENGINEERING unity/Affirmative Action Employer RELEVANT TASKS TO THIS RFP: Existing Water Facilities Testing O & Hydraulic Modeling Existing Wastewater Facilities ( qf) Testing & Hydraulic Modeling Utilities Design (�) Stormwater Design �) Roadway Replacement (�) Sidewalks (� Public Involvement MOT (4f) SUE) Dewatering Permit (4f) 3. Past Performance BONITA SPRINGS UTILITIES - Spring Creek Village This project consisted of replacing approximately 1 1,200 linear feet of potable water main and gravity sewer main. Johnson Engineering provided the survey, design, permitting, bidding services and construction observation forthe entire project. The new potable watersystem and wastewater collection system serve approximately 330 mobile homes. This project included many challenges, such as construction through narrow residential corridors, maintaining clay pipe services during construction and then connecting them to the new system, and full -width roadway restoration. Bypass pumping was used during construction so the new gravity sewer could be installed in the same trench as the existing due to narrow corridors. Seismic monitoring was implemented during roadway restoration due to close proximity to homes. RELEVANT TASKS TO THIS RFP: LEE COUNTY - Powell Creek Filter Marsh The Powell Creek Preserve Filter Marsh provides Existing Water Facilities Testing pollutant removal and reduction of existing & Hydraulic Modeling impairments to the Powell Creek watershed y Existing Wastewater Facilities O by pumping flows into a created 20-acre filter Testing & Hydraulic Modeling marsh system. Also, the trails adjacent to the Utilities Design marsh provide educational opportunities. Our A ice' Stormwater Design team preformed a wide variety of design and Roadway Replacement permitting activities, including wetland delineation, protected species surveys, mitigation design, environmental permitting and modeling design of the Sidewalks surface water management system and permitting through SFWMD,ACOE, FWC, Lee County, and Public Involvement post design services such as bidding and construction services. MOT SUE This project included electrical design services for surface water pump station and water quality Dewatering Permit 0 and level monitoring equipment. The project included a total of five gates. One gate serves as _ diversion weir while the other four are used to regulate water flow and level within the filter marsh cells. The four gates within the filter marsh have two gates (in parallel) acting in series with the other two gates. The Powell Creek Preserve Filter Marsh will provide pollutant removal and reduction of existing impairments to the Powell Creek watershed by pumping flows into a created 20-acre filter marsh system. Also, the trails adjacent to the marsh will provide educational opportunities. Our team preformed a wide variety of design and permitting activities, including wetland delineation, protected species surveys, mitigation design, environmental permitting and modeling and design of the surface water management system and permitting through SFWMD, USACE, FWC, and Lee County. ollier C °u 3. Past erformance P; RELEVANT TASKS TO THIS RFP: Existing Water Facilities Testing (� & Hydraulic Modeling Existing Wastewater Facilities ( qf) Testing & Hydraulic Modeling Utilities Design Stormwater Design Roadway Replacement Sidewalks Public Involvement MOT SUE Dewatering Permit RELEVANT TASKS TO THIS RFP: Existing Water Fad I ities Testing & Hydraulic Modeling Existing Wastewater Facilities Testing & Hydraulic Modeling Utilities Design ( ) Stormwater Design (�) Roadway Replacement Sidewalks Public Involvement MOT SUE O Dewatering Permit (if) COLLIER COUNTY - Telog Data Monitoring (Water/WastewaterArrigation Quality Water) We program, manage, monitor, install, and operate approximately 90 telemetry sites for Collier County Utilities, which monitor utility pipeline pressure, pipeline flow rate, and pond levels for the Water, Wastewater, and Irrigation Quality Water systems. Johnson Engineering hosts the data server that communicates with the Telog system to download data at various times of the day, which County staff can review remotely via a web module. Johnson Engineering has implemented alarm notification functions for a portion of the telemetry sites that notifies County operations staff via e-mail in the event of a pressure drop, pressure spike, and pond level at various time of the day.This allows County staff to respond immediately in the event of a deficiency and demonstrate how portions of the system react to certain events.This program has had many benefits to the County's Utility Systems, including faster response times to system failures, enhanced communications between distribution/collection and plant operators, reduced unnecessary boil water notices, and has improved overall operations by identifying system deficiencies. CITY OF FORT MYERS - Ford Street Filter Marsh Johnson Engineering was hired to design and permit the Ford Street Canal Filter Marsh project for the City of Fort Myers.This water quality and wetland enhancement/creation project required expert knowledge of the environment, hydrology, hydraulics, construction methods, and permitting requirements.The filter marsh was designed to add water quality treatment for an over 800-acre urban developed basin.Through pollutant removal, the Ford Street Canal Filter Marsh will provide reduction of existing impairments to the Caloosahatchee River. Nutrient loading analysis performed by Johnson Engineering for the project demonstrates the water quality treatment benefits of the project. HEC-RAS and ICPR modelling were conducted by our team. A FEMA no -rise certification for improvements in Ford Street Canal and Billy Creek conducted by our team provides assurances that the project will not impact flood elevations or conveyances. An annual hydrologic and hydraulic model to determine the hydroperiod of wetlands in the filter marsh was developed. In addition to the hydroperiod, the model helped to establish a control elevation much lower than normally approved. Grant services for federal assistance was provided by our team for the Land and Water and 3 19 Grants. The project provides recreational and educational benefits to the public. The boardwalk allows viewing of birds, plants, and other wildlife. A canoe/kayak launch at Shady Oaks park will provided recreation to park visitors. RELEVANT TASKS TO THIS RFP: Existing Water Facilities Testing & Hydraulic Modeling Existing Wastewater Facilities Q Testing & Hydraulic Modeling Utilities Design �) Stormwater Design (�) Roadway Replacement Q Sidewalks Q Public Involvement ot MOT Q SUE Q Dewatering Permit Q �:.. j RELEVANT TASKS TO THIS RFP: Existing Water Facilities Testing ( 4P) & Hydraulic Modeling Existing Wastewater Facilities Q Testing & Hydraulic Modeling Utilities Design (�) Stormwater Design Q Roadway Replacement Q Sidewalks f Public Involvement (f) j MOT (f) SUE (�) Dewatering Permit Q CITY OF FORT MYERS - Fort Myers Country Club Renovation Johnson Engineering was the lead civil engineering consultant for the renovation of the Fort Myers Country Club Golf Course Renovation project.The 130-acre Donald Ross designed golf course is oldest golf course in Fort Myers and adjacent to a Community Redevelopment Area.The new stormwater features on the golf course property were designed to treat and attenuate urban stormwater runoff from the golf course and residential and commercial areas before discharging into the tidal Caloosahatchee River, as well as rejuvenate the historic golf course with improved irrigation, drainage, and turf. Johnson Engineering provided the City with grant support that resulted in the award of $840,000 TMDL Reduction Grant administered by FDEPwith matching funds of $870,000.The City obtained the abilityto have a credit ledger of volumetric credits and load reduction credits available, depending on the type needed for a particular project in need of credits. Either way, the project results in a reduction of nitrogen, phosphorus and sediment loadings to the River, and meets the SFWMD water quality criteria. The constructed system provides excess treatment capacity for future development within the four US 41 redevelopment areas to meet the SFWMD requirements.This enables redevelopment along a major thoroughfare through the city where individual parcels would otherwise not be easily developed. Surface water runoff passes through the project in a major ditch, Carrell Canal, with tributaries from residential areas piped through the course. Most of these offsite flows are diverted through ponds and filter marshes.The placement of these treatment areas within the golf course was challenged by the existence of desirable mature trees and functional space for storm water features that were out of play for the course. The golf course architect was able to restore the course toward its original routing and weave in the storm water features as character features. This maintained the historical context of the course, increased commercial viability along the US 41 corridor and provided a much -needed reduction of pollutants including nitrogen for which there is aTMDL and active BMAP on the Tidal Caloosahatchee immediately downstream. The City will track the usage of either volumetric water quality treatment or by annual pounds of loading. The Community Redevelopment Agency will have a designated share of the credits based on the money that was provided to construct the project. 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 provisions to remove the entire AC water main once the new system was 'mow placed in service. Johnson Engineering . provided the survey, design, permitting, bidding services, and construction administration for this project. F- A RELEVANT TASKS TO THIS RFP: Existing Water Facilities Testing ( qP) & Hydraulic Modeling Existing Wastewater Facilities Testing & Hydraulic Modeling Utilities Design ( ) Stormwater Design F—) Roadway Replacement (�) Sidewalks Public Involvement (�) MOT (�) SUE (�) Dewatering Permit (�) RELEVANT TASKS TO THIS RFP: Existing Water Faci I ities Testing O & Hydraulic Modeling Existing Wastewater Facilities O Testing & Hydraulic Modeling Utilities Design IF--) Stormwater Design (�) Roadway Replacement Sidewalks Public Involvement MOT Q SUE Dewatering Permit 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 ` 97th Ave""e North impacts to the existing residents and allow the existing s 700Bp kWa"""a 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. CITY OF SANIBEL - Stormwater Master Plan Update Johnson Engineering reviewed stormwater criteria within the National Flood Insurance Program Community Rating System, measured existing major stormwater conveyance components, updated the hydrologic and hydraulic models including sea level rise considerations, recommended improvements to constrictions identified in the models, and reviewed runoff characteristic! of land uses, and prepared a summary report on these activities. We identified Community Rating System (CRS) activities that could be impacted by the activities and recommendations within the Stormwater Master Plan that had the potential to provide a maximum of 251 points. HENDRY COUNTY - Airport -Sears MSBU RELEVANT TASKS TO THIS RFP: The Airport Sears MSBU, located in Hendry County, has experienced periodic flooding. The Existing Water Facilities Testing SFWMD and Hendry County have worked together to address this issue. Hendry County has & Hydraulic Modeling hired Johnson Engineering to design and permit the widening of a portion of the C- I Canal and Existing Wastewater Facilities the Railroad Canal, along with multiple associated water control structures. Our environmental Testing & Hydraulic Modeling team has worked closely with USACE and SFWMD staff and is overseeing all state and federal Utilities Design environmental permitting aspects for the project. Permitting for the roject re uired a cumulative Stormwater Design impacts analysis by the USACE and Section 7 consultation Roadway Replacement with USFWS and coordination with FWC staff to evaluate Sidewalks the effects of the project on multiple state and federal listed species. Wildlife surveys entailed gopher tortoise surveys per Public Involvement FWC Guidelines and four seasons of crested caracara nesting MOT season surveys to date in accordance with USFWS protocols. SUE 0 We also prepared panther habitat unit (PHU) calculations and M ,� Dewatering Permit `Food stork foraging habitat calculations, indicating the project � will generate additional wood stork foraging habitat post- construction based on the increased canal area. 1 `jam 21 ENGINEERING .unity/Affirmative Action Employer RELEVANT TASKS TO THIS RFP: Existing Water Facilities Testing & Hydraulic Modeling Existing Wastewater Facilities Q Testing & Hydraulic Modeling Utilities Design Q Stormwater Design Q Roadway Replacement Q Sidewalks Q Public Involvement ot MOT Q SUE Q Dewatering Permit Q COLLIER COUNTY - SCWRF Berm Renovations The Johnson Engineering landscape architecture team prepared landscape renovation plans for the South County Water Reclamation Facility (SCWRF) Berm located at 5600 Warren Street. Our initial services included a vegetation survey of the existing approximately half mile earthen berm that provides separation between existing residential properties and the facility. The County was concerned with the level of non-native and invasive plantings installed on the berm by adjoining residents and the associated increased maintenance costs. Our team observed and identified all existing berm plantings on an existing conditions plan and prepared a renovation plan for the removal of invasive, exotic, and non-native plantings. We developed a proposed planting plan of native planting replacements to reduce the maintenance costs experienced by the County and encourage a more efficient use of irrigation water through plant selections. Our design team prepared color rendered before and after photo simulations and a plant palette graphics to be used by the County for public presentation with the adjoining residents. More recently, our landscape architectural j team has been contracted by the County to update the above mentioned berm renovation plans, field locate and field flag existing hazardous trees on the berm and assist the County with coordination of bidding and construction oversight for the removal of undesirable trees that propose a potential and eminent risk on the berm. 1 `jam 22 ENGINEERING .unity/Affirmative Action Employer Cellier County Administrative Services Department Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: Design Services for Old Lely Utilities Improvements, RIPS No. 21-7881 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: Project Budget: NESA Wastewater Treatment Plant $70 million design -build 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 too ***UPDATED JANUARY 28, 2020*** COTVICr County Administrative Services Department Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: Design Services for Old Lely Utilities Improvements, RPS No. 21-7881 Reference Questionnaire for: Billy Saum, P.E. (Name of Company Requesting Reference Information) Johnson Engineering, Inc. (Name of Individuals Requesting Reference Information) Name: Mr. John Eick Company: Collier County Public Utilities (Evaluator completing reference questionnaire) (Evaluator's Company completing reference) Email: John.Eick@colliercountyfl.gov FAX: (239) 877-8289 Telephone: (239) 252-5345 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: Miscellaneous Pump Station Rehabs Completion Date: 6/29/2020 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 too ?4z, Y�/ C-�� ***UPDATED JANUARY 28, 2020*** Cmilier County Administrative Services Department Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: Design Services for Old Lely Utilities Improvements, RIPS No. 21-7881 Reference Questionnaire for: Billy Saum, P.E. (Name of Company Requesting Reference Information) Johnson Engineering, Inc. (Name of Individuals Requesting Reference Information) DeltoroZamira "dyY ign,dbyDe"°`°Z°° Name: Ms. Zamira DelToro Datc3- 413:51:12-MOB Company: Collier County Public Utilities Engineering Department (Evaluator completing reference questionnaire) (Evaluator's Company completing reference) Email:Zamira.DelToro@colliercountyfl.gov FAX: Telephone: (239) 252-6279 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: PS 300.06 Rehab and Gen (Design/CA) $138,320 Completion Date: 4/6/2021 Project Number of Days: 730 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 ***UPDATED JANUARY 28, 2020*** Co ley C014"ty Administrative Services Department Procurement Services Division Form 5 Reference Questionnaire USE ONE FORM FOR EACH REV UIRED REFERENCE Solicitation: Design Services for Old Lely Utilities Improvements, RPS No. 21-7881 Reference Questionnaire for: Johnson Engineering, Inc. (Name of Company Requesting Reference Information) Mike Dickey, PE/David Trouteaud, PE (Name of Individuals Requesting Reference Information) Name: Mr. Steve Adams, PE ✓t Cl- Company: City of Punta Gorda (Evaluator completing reference questionnaire) (Evaluator's Company completing reference) Email: SAdams@cityofpuntagordafl.com FAX: (941) 575-5044 Telephone: (941) 575-3339 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 fitmlindivdival 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: Jones Loop Road Force Main Project Budget: $3 1 1 ,125 Completion Date: June 2020 Project Number of Days: 1,095 days Item Criteria Score must be completed 1 Ability to manage the project costs (minimize change orders to scope). j 0 2 Ability to maintain project schedule (complete on -time or early). r p 3 Quality of work. 1 � 4 Quality of consultative advice provided on the project. 5 Professionalism and ability to manage personnel. l a 6 Project administration (completed documents, final invoice, final product turnover; invoices; manuals or going forward documentation, etc.) I p 7 Ability to verbally communicate and document information clearly and succinctly, j o 8 Abiltity to manage risks and unexpected project circumstances. 1 v 9 Ability to follow contract documents, policies, procedures, rules, regulations, etc. O t 10 Overall comfort level with hiring the company in the future (customer satisfaction). TOTAL SCORE OF ALL ITEMS ti ***UPDATED JANUARY 28, 2020*** Cellier County Administrative Services Department Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: Design Services for Old Lely Utilities Improvements, RIPS No. 21-7881 Reference Questionnaire for: Johnson Engineering, Inc. (Name of Company Requesting Reference Information) Michael Dickey, PE (Name of Individuals Requesting Reference Information) Name: Mr. Robert Middleton Company: City of Naples (Evaluator completing reference questionnaire) (Evaluator's Company completing reference) Email: bmiddleton@naplesgov.com FAX: (239) 213-4798 Telephone: (239) 213-4712 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: Bembury Wastewater Collection System Project Budget: $600,000 (construction) Completion Date: 2017 Project Number of Days: 180 days 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 too ***UPDATED JANUARY 28, 2020*** Collier County Administrative Services Department Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: Design Services for Old Lely Utilities Improvements, RIPS No. 21-7881 Reference Questionnaire for: Johnson Engineering, Inc. (Name of Company Requesting Reference Information) Michael Dickey, PE (Name of Individuals Requesting Reference Information) Name: Mr. Jason Swack, PE (Evaluator completing reference questionnaire) Email:jswack@cityftmyers.com FAX: Company: City of Fort Myers (Evaluator's Company completing reference) Telephone: 239-321-7220 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: Phase III-C Utility Improvements $20 million (construction fee) Completion Date: Ongoing Project Number of Days: 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 too ***UPDATED JANUARY 28, 2020*** Cellier County Administrative Services Department Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: Design Services for Old Lely Utilities Improvements, RIPS No. 21-7881 Reference Questionnaire for: Johnson Engineering, Inc. (Name of Company Requesting Reference Information) Michael Dickey, PE (Name of Individuals Requesting Reference Information) Name: Ms. Kim Hoskins, PE (Evaluator completing reference questionnaire) Email: KHoskins@bsu.us FAX: N/A Company: Bonita Springs Utilities, Inc. (Evaluator's Company completing reference) Telephone: (239) 390-4834 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: Priority 1 Water Main Replacement Project Budget: $3 million (Phase 1 & 2) Completion Date: 9/2018 Project Number of Days: 2 years 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.) 9 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 99 ***UPDATED JANUARY 28, 2020*** Collier C014.nty Administrative Services Department Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: Design Services for Old Lely Utilities Improvements, RPS No. 21-7881 Reference Questionnaire for: Johnson Engineering, Inc. (Name of Company Requesting Reference Information) Mike Dickey, PE/David Trouteaud, PE (Name of Individuals Requesting Reference Information) Name: Mr. David Huff (Evaluator completing reference questionnaire) Email: DHuff@govmserv.com FAX: N/A Company: Government Services Group, Inc. (Evaluator's Company completing reference) Telephone: (407) 629-6900 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: Del Prado Reuse Transmission Main $2.18 million Completion Date: 2019 Project Number of Days: 365 days Item Criteria Score must be completed) 1 Ability to manage the project costs (minimize change orders to scope). 9 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 99 ***UPDATED JANUARY 28, 2020*** 4. PROJECT APPROACH, WILLINGNESS TO MEET TIME & BUDGET REQUIREMENTS ENGINEERING Project Understanding Our team has evaluated much of the existing wastewater system as part of past projects to improve operations.We know that it does not meet the County's current standards, and maintenance is difficult. This project presents a great opportunityto consolidate the wastewater system and simplify operations. A review of the County's GIS data indicates the potable water system is comprised of a mix of PVC and asbestos -cement piping — some of which is 40+ years old. Upgrading the potable water system will improve service, reduce breakages, and increase reliability.The irrigation system appears to utilize pond storage for the golf course, and we will work with the County and the community to determine the extent of IQ improvements. Stormwater and Drainage Improvements The Lely community was constructed in the 1960s, prior to any requirement for stormwater detention, treatment, or environmental considerations. The drainage system is consistent with practices of the day, with ponds for aesthetics, conveyance, and a source of f11 material.The ponds tend to be narrower than recommended by current rules. The system has positive drainage and provides some storage and treatment of the stormwater prior to discharge. There are water control structures on or near the site that provide a level of outflow management. Many of these were approved under South Florida Water Management District Application Number 92-01 10-1 and Permit Number 1 1-01 140-S for the Lely Canal and its branches.The canal system and its structures are owned, operated, and maintained by Collier County. Previous analysis (by others) for the Lely Canal system showed an allowable / design discharge forthis area of 0.1 1 to 0.18 cubic feet per second per acre (cfs/ac) in a 25- year, 3-day storm event. In 2017, the allowable rate for new construction in this area was lowered to 0.06 cfs/ac. Drainage improvements that lower the rate of discharge will provide some opportunities to treat the runoff and provide some attenuation without creating major changes to the system.The treatment improvements will be favorable for reducing the County's nutrient discharge to the bay downstream. Sidewalks and Maintenance of Traffic Sidewalks are present on the main collector roads in Lely, but are not present on neighborhood streets. Providing sidewalks in neighborhoods will benefit residents by improving walkability and safety. Effective MOT will be challenging for this project due to dead-end roads and narrow travel lanes. Our in-house PTOE will develop MOT plans in house to ensure safe vehicular and pedestrian accessibility during construction. ® Public Involvement Through previous work in Old Lely, we are aware of the pride residents have in their community. They are actively involved and regularly interact with County staff during projects. Working with the public will be critical for generating goodwill and minimizing complaints during construction. Our public information program will coordinate with residents, homeowner associations, and neighborhood groups proactively to explain the benefits of this project and what to expect during construction. ENGINEERING .unity/Affirmative Action Employer Project Approach As the proposed scope of services provided by the County is detailed, we are presenting a high-level overview of how we will approach this project. Importantly, our approach is based on dividing this project into six construction phases based on existing sewer service basins as shown below.The purposes for six construction phases include: Limit disturbances to existing systems in areas that are not undergoing active construction. In other words, improvements in one phase will not impact existing system operations in other phases that are not undergoing active construction. Minimize impacts on Old Lely as a whole by avoiding community -wide disturbances. Increase bid competitiveness by ensuring bonding requirements can be met by local contractors. We propose to divide the project up so that each phase is less than $15 million for construction, which is a bondable amount for most local firms. Allow any issues discovered during construction of earlier phases ("lessons learned") to be proactively addressed in design of later phases. For design tasks, we anticipate — 10 months per phase with a two month lag between phases. We anticipate approximately 12 to 15 months for construction of each phase. Note that the phases will be designed semi -concurrently; construction overlapping will be according to the County's preference. Pi o � S'�4af PHASE I — PRELIMINARY ENGINEERING DESIGN Project Start -Up, Preliminary Engineering Report, and Hydraulic Analysis (Tasks 1.1 & 1.2) We have already started reviewing available information and are familiar with the County's utility master plans. Our staff will be ready to attend a kick-off meeting shortly after receiving the notice to proceed. We have already prepared a hydraulic model of the Old Lely wastewater system as part of previous work. We also have the County's GIS data for preparing the potable water and IQ models. In addition, we have already collected data at most ofthe existing lift stations and have revieweclTelog pressure data in the project vicinity. Our team is experienced with link -node surface water modeling for projects of this size. We have calibrated and verified models for projects of a few hundred acres to one that was nearly 300 square miles in Collier, Hendry, and Lee Counties. Once calibrated, producing flood inundation maps for design storms with a frequency of 5 years, 10 years, and 25 years will be straight forward. Finally, we 2 regularly perform water quality analyses using the approach developed by Dr. Harvey Harper for both public and private projects. We will use this approach to evaluate nutrient removal for this area that will improve water quality in receiving bodies. Surveying Services and Soft Dig Investigation (Tasks 1.3 & 1.5) Both Johnson Engineering and GradyMinor provide in-house survey services. Our survey crews will work quickly to generate CAD base files of existing conditions. Concurrent with surveying, Johnson Engineering's SUE crew will perform soft digs. We have already identified general areas of interest for soft -dig exploration. Soft dig exploration will be important due to proximity to asbestos -cement pipes as well as the large force main and IQ main on St. Andrews Boulevard. Geotechnical Investigation (Task 1.4) 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 subject to difficult excavation. Data will be incorporated into the design plans and used as part of acquiring a master dewatering permit.The master dewatering permit will simplify permitting efforts by avoiding the need for individual permits for each construction phase. 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. Public Involvement (Task 1.7) Concurrent with preparing 30% plans, our subconsultant Cella Molnar will develop public information materials as described (but not limited to) the items listed in the proposed scope. Cella Molnar staff will work closely with our engineers and County staff— including the County's public information team —to generate informational materials. Final Design and Permitting Phase (Task 2.1) Upon approval of the recommendations outlined by the preliminary design report, our team will move quickly to provide 60%, 90%, and 100%-complete design plans 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.To expedite relevant permitting requirements, our team will prepare and submit permit applications after the 60%-complete stage. Note that the master dewatering plan will be submitted at the preliminary design stage as this permit is anticipated to require a longer lead-time relative to other permits. We will advise the County of potential funding sources for this project, such as State Revolving Fund (SRF) loans and State programs such as Nonpoint Source funds through the Federal Clean Water Act Section 319 Grants and the State Water -quality Assistance Grants (SWAG). We will assist with preparing applications and monitoring compliances as well. Bidding and Award Phase (Task 2.2) Our team is capable of providing technical specifications, bid specifications, and bid analysis following completion of the design. We routinely provide assistance to the County during bidding, and we will utilize that experience for this project. We anticipate bidding our proposed construction phases sequentially and concurrent with phases in design, but we will work with your staff to accommodate the County's timeline. Public Involvement (Task 2.3) Cella Molnar will lead efforts to generate public awareness of the project and what residents should expect during construction. We anticipate that this portion of the public involvement campaign will include addressing pushback from residents.We will work diligently and in good faith to increase public support and help residents be at ease with upcoming changes to their neighborhoods. ENGINEERING .unity/Affirmative Action Employer r uuna. IIIVUIvciICI iL k is.1r, J.JJ We anticipate extensive interaction with the public during construction. Based on past experience, we understand that many residents in Old Lely 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 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 up-to-date information about traffic impacts / detours, updates, and notices. Managing Project Costs Our approach includes several mechanisms for managing project costs. 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 MOMrock to the greatest extent possible, and notating the presence of rock in construction plans will ensure bidders are aware. Data collection and analysis will ensure utility systems 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. Finally, rigorous QA / QC controls will also reduce the risk of corrective change orders. Johnson Engineering and GradyMinor staff will implement multiple rounds of QA / QC reviews to ensure nothing is overlooked in the design. 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. Ultimately, meeting the construction budget is based on receiving competitive bids. Dividing the project into phases will allow more contractors to bid by reducing bonding requirements. Timing the bids can also contribute to competitiveness by accounting for contractors' current workloads. ENGINEERING .unity/Affirmative Action Employer In addition to our overall approach for managing costs, we present potential issues and proposed resolutions anticipated for this project. They are based on experience both in Old Lely and other projects within Collier County. Proactively addressing potential issues before they are realized will help keep the project on time and within budget. * it We will acquire a master dewatering permit from the SFWMD.We will also apply for a permit fro the Florida Department of Environmental Protection (FDEP) if dewatering operations will dischar in State waters. Acquiring a master dewatering permit will allow construction to move seamlessly different areas and provide flexibility to alter construction phasing as necessary. Dewatering pump specifications will include noise attenuation requirements to help limit noise complaints from residents. :WORKING AROUND LARGE DIAMETER UTILITY MAINS A large force main and IQ main are located along St. Andrews Boulevard. Project specifications will require the contractor to submit a plan for responding to accidental damage of these mains. In VJdition, the contractor will be required to have access to repair materials - pipe, sleeves, etc. - to t facilitate rapid repairs in the event these mains are damaged.As part of the design, we will place new trains as far away as feasible from these large mains. REPLACING ASBESTOS -CEMENT (AC) WATERLINES sbestos-cement is a hazardous material and is prone to breakage during construction. The design ill include measures to allow for the construction of the replacement PVC water main first so the WanC mains can be removed and disposed of prior to the start of deep excavation for gravity sewer d drainage work. The construction specifications will clearly indicate to contractors that they must have proper licensing to remove and dispose of asbestos -cement material as required by the County. E : A- A. - :COORDINATING WATER MAIN SHUTDOWNS �- - During the initial design phase, we will create a master water isolation plan that identifies how and _ where to shut down water mains to make major connections and how to isolate mains in the event of line breaks.The plan will include up -front work to identify and replace inoperable valves and / or' install additional valving so that individual streets can be shut down without taking other parts of the system out of service. :SEWER BYPASS PUMPING Due to the relatively narrow ROWS, we anticipate that the replacement gravity sewer will generally ® need to be constructed in the same location as the existing gravity sewer. It will be critical to implement a bypass pumping system to limit service interruptions and ensure adequate capacity for wastewater flows during construction.To properly size the temporary wastewater bypass pumping system, we will perform flow monitoring at existing pump stations to identify the maximum wastewater flow rates that the bypass system will need to handle. We will also include specifications for maximum noise levels from bypass pumps. : REPLACING CLAY -PIPE SEWER SERVICE LATERALS Homes with sewer service comprised of clay pipe are recommended to have the entire service replaced with PVC pipe. For newer homes that have PVC pipe upstream of the County's existing clay -pipe service connection, we recommend replacement of the service up to the first PVC joint.To ensure that these efforts can be performed in a timely manner, the process of acquiring right -of -entry agreements for private property should start early in the design,&se. 4. Project Approach, Time & Bud et pp g :VIBRATIONS DURING ROAD RECONSTRUCTION Vibrations caused by compaction machinery can lead to complaints about damaged private property. Evaluating these complaints requires special attention because, in some cases, the complaints are not legitimate. Responding to unfounded complaints consumes time and increases project costs. Bid documents will specify that the contractor must provide a photographic or video record of preconstruction conditions and provide seismic monitoring during all compaction efforts to record maximum vibrations.This documentation will help to resolve any issues and protect the interests of residents, the contractor, and the County. :RESTORATION DISCREPANCIES In addition to providing preconstruction videos, the contractor will be required to provide preconstruction photographs and documentation that give a detailed account of the type and condition of affected driveways, landscaping, and lawns (i.e. type of grass).The project specifications will require the contractorto make in -kind restorations. Documentation will help to prevent / resolve any discrepancies between homeowner perceptions and required restoration quality.We have found on past projects in this area that close-up photographs and detailed descriptions are necessary to determine the legitimacy of any claimed restoration discrepancies. A clean jobsite is important for public safety, access for pedestrians and vehicles, and maintaining the support of local residents, particularly in densely developed areas like Old Lely. Cost savings can be realized by avoiding additional restoration due to unnecessary impacts to surrounding areas. Finally, a clean job -site contributes to public perceptions of quality that are key for maintaining support.As part of the project specifications, the contractor will be required to provide and maintain erosion control (including spraying water to inhibit dust as necessary), perform street sweeping, and properly dispose of all excess materials and waste. : MATERIAL STORAGE Improperly stored materials can cause public safety hazards that expose the contractor and the County to liability. Project specifications will state the contractor is responsible for storing all materials for this project — including materials purchased by the County — in a secure, fenced location. Our initial recommendation is to store materials in a designated area at the South Water Reclamation Facility. Otherwise, the contractor will be required to provide a copy of a storage lease agreement t the County if materials are stored on private property. In addition, it will be clearly specified that n materials can be stored in County ROW without consent by the County project manager. Project Schedule Our project schedule is based on dividing the project into six construction phases. We will design each phase sequentially with overlapping / concurrent work. Aside from the benefits listed in our understanding of this project, breaking the project into construction phases will facilitate expedited design, review, and bidding activities. Johnson Engineering regularly provides expedited design services to the County. We are the ones you call when you need something done quickly. We have sufficient staff, supported by our subconsultant Gra lyMinor, to complete this project as quickly as the County desires. ID Task Name 2021 Qtr 2 � Qtr 3 Qtr 4 Qtr 1 2022 Qtr 2 Qtr 3 Qtr 4 1 Qtr 1 2023 2024 Qtr 2 � Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 1 DESIGN SERVICES FOR OLD LELY UTILITIES IMPROVEMENTS 2 Project Start Up/Preliminary Eng Report/Public Involvement 3 1.1 - Project Start -Up/ Preliminary Report/Hydraulic Analysis 4 1.7 - Public Involvement 5 PHASE 1 (PS 300.02 North & PS 300.04 Service Area) 6 1.3 - Surveying Services 7 1.5 - Soft Dig Investigation 8 1.6 - 30% Plans Preparation 9 2.1 - Final Design and Permitting Phase 10 2.2 - Bid Ready 11 PHASE 2 (PS 300.01 & PS 300.02 South Service Area) 12 1.3 - Surveying Services 13 1.5 - Soft Dig Investigation 14 1.6 - 30% Plans Preparation 15 2.1 - Final Design and Permitting Phase 16 2.2 - Bid Ready 17 PHASE 3 (PS 300.06 North Service Area) 18 1.3 - Surveying Services 19 1.5 - Soft Dig Investigation 20 1.6 - 30% Plans Preparation 21 2.1 - Final Design and Permitting Phase 22 2.2 - Bid Ready 23 PHASE 4 (PS 300.06 South Service Area) 24 1.3 - Surveying Services 25 1.5 - Soft Dig Investigation 26 1.6 - 30% Plans Preparation 27 2.1 - Final Design and Permitting Phase 28 2.2 - Bid Ready 29 PHASE 5 (PS 300.10 & 300.12 West Service Area) 30 1.3 - Surveying Services 31 1.5 - Soft Dig Investigation 32 1.6 - 30% Plans Preparation 33 2.1 - Final Design and Permitting Phase 34 2.2 - Bid Ready 35 PHASE 6 (PS 300.12 East Service Area) 36 1.3 - Surveying Services 37 1.5 - Soft Dig Investigation 38 1.6 - 30% Plans Preparation 39 2.1 - Final Design and Permitting Phase 40 2.2 - Bid Ready Schedule Based on Six Phases • Phases based on existing sewer service basin • To promote competitive bidding, each phase will be designed to have a construction cost between 10 to 15 million dollars • Phases will allow for more local contractors to bond Design & Construction • Approximately 1 year for design with a 3-month lag between phases • Staffing is available to expedite design of the entire project if Collier County desires • Anticipate 12-15 months of construction time per phase o 12/2022 Bid Ready... a 0 03/2023 Bid Ready 0 06/2023 Bid Ready a �♦ 09/2023 Bid Ready a o 12/2023 Bid Ready a 0 03/2024 Bid Ready Eli MAI M ENGINEERING Johnson Engineering has maintained a Collier County office for more than 28 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 local contractors, inspectors and permit agency staff. 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. 6. RECENT, CURRENT, & PROJECTED 1111L11:�11:�II►'II . :�1 l ENGINEERING FIRM WORKLOAD Our team has the staff and resources to allocate to this project and ensure its success. We are committed to making our staff available to the County for this project, and we will allocate / reallocate staff as needed to meet deadlines. We have an outstanding reputation for delivering projects both on time and within budget. We also understand the detailed needs and importance of working within our clients' budgets. The table below shows a few of our current large projects, and their percent of completion. As you can see, we have sufficient time to devote to your project. % DESIGN % CONSTRUCTION PROJECT COMPLETION COMPLETE COMPLETE DATE N ESA 100% 50% Dec-21 Hickory Boulevard Watermain 100% 75% Jul-21 Golden Gate City Transmission Watermain Improvement Design 30% Pending Sep-21 (Design) BSU Priority I Phase 5 Water Main Replacement 100% Pending May-22 RSW Transmission Line - Ben Hill/Treeline 100% Pending May-23 McGregor/Tanglewood Force Main 100% 75% Jun-21 Village Walk Force Main and Lift Station Improvements 100% 75% May-21 East Terry Street RO WTP Raw Water Transmission Main - Phase 3 75% 0% Aug-21 ENGINEERING .unity/Affirmative Action Employer AVAILABILITY OF THE TEAM Michael Dickey, PE Billy Saum, PE Jared Brown, PE MarkThomas, PE Andy Tilton, PE Jordan Varble, PE Josh Hildebrand, PE, PTOE Mike Tiseo John Curtis, CSE Kim Arnold, PG Jeff Nagle, RLA Guy Adams, PSM Mark Texter, PSM Brett Dean, El Vee Lofton Wayne Wright, PE Laura DeJohn,AICP Mike Lohr, PSM Cella Molnar &Associates All key team members are committed to providing availability and are prepared to dedicate the necessarytime and efforts to their respective tasks. With morethan 120 staff on ourteam in Southwest Florida and a wide range of services provided, we can offer our clients the comprehensive experience of a larger firm while still maintaining the flexibility and attention to client service of a smaller firm. It also allows us great flexibility to efficiently manage multiple task assignments or intensify efforts on a single task, as required. We have the capacity to accommodate changes to project schedules and complete critical paths on time. A summary of our team's projected workload and time and resource availability for this project is provided below. LE FOR OTHER POTENTIAL PROJECTS 0 15% _ 20% - 20% 0 1A ENGINEERING .unity/Affirmative Action Employer 7. REQUIRED FORMS ENGINEERING Collier County Administrative Services Department 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: �] 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) - hLtj2://dos.myflorida.com/sunbiz/ should be attached with your submittal. Vendor MUST be enrolled in the E-Verify - https://www.e-verify.gov/ at the time of submission of the proposal/bid. Form 3: Immigration Affidavit Certification MUST be signed and attached with your submittal or you MAY be DEEMED NON -RESPONSIVE �] E-Verify Memorandum of Understanding or Company Profile page should be attached with your submittal. Lee County Business Tax Reeeipt should be attaehed with youf submit4al to be eensider-ed. N/A �] Form 5: Reference Questionnaires form must be utilized for each requested reference and included with your submittal, id applicable to the solicitation. f�1�A , if applieable, are e3Eeeu4ed and should be includedw yoursubmittal. All must be exeeuted, oF you n�be DEEMED NON RESPONSIVE. N/A ] 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. N/A ] Copies of all requested licenses and/or certifications to complete the requirements of the project. ] All addenda have been signed and attached, or you MAY be DEEMED NON -RESPONSIVE. applicable. N/A �] Any and all supplemental requirements and terms has been acknowledged and accepted, if applicable. Coder County Adrrir,Wmkm services Deparbnertt Procurement Services Dnnsion 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 8th day of April _ , 20 21 in the County of Lee , in the State of Florida. Firm's Legal Name: Johnson Engineering, Inc. Address: 2122 Johnson Street City, State, Zip Code: Fort Myers, FL 33901 Florida Certificate of Authority Document Number Federal Tax Identification Number *CCR # or CAGE Code *Only if Grant Funded Telephone: Email: Signature by: (Typed and written) Title: 322710 59-1 173834 (239)334-0046 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 (239)334-3661 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: CIL cou.vity Adr,t Procurement Servws DIVisim Form 2: Conflict 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 rules — 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 objectivity— The firm has not performed work on an affiliated past or current Collier County project identified above to evaluate proposals / 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. �mpany . ,me —4 Signature Michael Dickey, PE,Vice President Print Name and Title State of Florida County of Lee The foregoing instrument was acknowledged before me by means of IR physical presence or ❑ online notarization, this 8 day PE - of April (month), 2021(year), by Michael DIc a PE. (name of person acknowledging). 'c _ �''" • "" MARSHA VOCADO (Signature of Notary Public - State of Florida) Known Type of Identification Produced My COMMISSION # GG 33t292 1 EXPIRES: August 12, 2023 BondeO 7Mu Nautry PuWu me e+wrtiif* (Print, Type, or Stamp Commissi Name of Notary Public) ***UPDATED JANUARY 28, 2020*** OCUMENT# 322710 ntity Name: JOHNSON ENGINEERING, INC. urrent Principal Place of Business: 22 JOHNSON STREET )RT MYERS, FL 33901 urrent Mailing Address: D BOX 1550 URT MYERS, FL 33902 El Number: 59-1173834 ame and Address of Current Registered Agent: DWARD, LONNIE V 122 JOHNSON ST r MYERS, FL 33901 US FILED Apr 05, 2021 Secretary of State 630711467OCC 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 Date 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 CHAIRMAN Title VP Name WINTER, KEVIN M Name NAGLE, JEFFREY D Address 7270 SWAN LAKE DRIVE Address 3547 CHERRY BLOSSOM CT, UNIT 201 City -State -Zip: FORT MYERS FL 33919 City -State -Zip: ESTERO FL 33928 Title SECRETARY, TREASURER Title DIRECTOR Name HUME, DANA L Name TILTON, ANDREW D Address 5720 GRILLET PLACE Address 18810 SERENOA COURT City -State -Zip: FORT MYERS FL 33919 City -State -Zip: ALVA FL 33920 Title VP Title DIRECTOR Name DICKEY, MICHAEL S Name BELL, RYAN K Address 17060 SHADY GROVE LANE Address 25007 67TH AVE E City -State -Zip: CAPE CORAL FL 33909 City -State -Zip: MYAKKA CITY FL 34251 Continues on page 2 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 V. HOWARD PRESIDENT 04/05/2021 Electronic Signature of Signing Officer/Director Detail Officer/Director Detail Continued : Title DIRECTOR Name HERRERO, LAURA B Address 1441 BARCELONA AVE City -State -Zip: FORT MYERS FL 33901 Date CAL co>m.ty Administrative services Depa trwd 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 (lial s.-; _p% ), at the time of the submission of the Vendor's proposalibid. 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 will be produced at the time of the submission of the Vendor's proposal/bid or within five (5) day of the County's Notice of Recommend Award. FAILURE TO EXECUTE THIS AFFIDAVIT CERTIFICATION AND SUBMIT WITH VENDOR'S PROPOSAL/BID 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 ("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 laws (specifically to the 1986 Immigration Act and subsequent Amendment(s)) 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. Johnson En ineering, Inc. Com any Name Signature Michael Dickey, PE,Vice President Print Name and Title State of Florida County of Lee The foregoing instrument was acknowledged before me by means of 29 physical presence or ❑ online notarization, this 8 day of April (month), 2021 (year), by Michael Dicke y, PE. (name of person acknowledging). i� r i;�t AypCADO(ignature ofNotary Public -State of Florida) ION#GG332292Augast 12,2023 ! yPAk nt, ype, or Stamp Commissioned Name of Notary Public) Personally Known R Produce I enti tcation Type of Identification Produced �ver�Fy Company ID Number: 46959 Client Company ID Number: 345924 The individuals whose Signatures appear below represent that they are his MOU on behalf of the Employer, he Designated Agent and DHSrespectid to enter into vely. t If you have any questions, contact E-Verify at 1-888-464-4218 Approved by: Employer JOHNSON ENGINEERING INC. Na ease Type or Print) signature Designated Agent Absolute Back round Search Inc. Cooley S Michael Name (Please Type or Print) Electronicall Si ned signature 171 RLGTo 2 - 1-4, TM Z Zo10 Eta nt— -Ver! fY Company ID Number: 46959 07126/2010 Client Company ID Number: 345924 Departmentof Homeland Security — Verification Division Tltle I Name (Please Type or Print) Re — Signature Information Required For the E-Verify Designated Agent Information relating to your Company: page 14 of 151 E-Verify MOU for Employer (client) using a Designated Agent I Revision www.dhs.gov/E-Verify Company Name.-JOHNSON ENGINEERING, INC. COmPany Facility Address:2122 JOHNSON ST FORT MFORT M�3902 County or Parish: Employer Identification ---------- Number: 591173034 North American Industry Classification Systems Code: 541 Parent Company: Number of Employees: 100 to Ogg W_9 Request for Taxpayer Give Form to Form (Rev. October2018) Identification Number and Certification the requester. Do not Departmem of the Treasury send to the IRS. Internal Revenue Service ► Go to www.irs.gov1FormW9 for instructions and the latest information. 1 Name (as shown on your income tax return). Name is required on this line; do not leave this line blank. Johnson Engineering Inc. 2 Business name/disregarded entity name, if different from above m 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 m following seven boxes. certain entities, not individuals; see a o ❑ C Corporation El IndividuaVsole proprietor or poration 0 S Corporation El ❑ Trust/estate instructions on page 3 mfA single member LLC Exempt payee code (if any) ❑ Limited liability company. Enter the tax classification (C=C corporation, S=S corporation, P=Partnership) ► `o 2 Note: Check the appropriate box In the line above for the tax classification of the single -member owner. Do not check LLC if the LLC is single -member LLC that is disregarded from the the LLC is Exemption from FATCA reporting 'C classified as a owner unless owner of the another LLC that is not disregarded from the owner for U.S. federal tax Otherwise, LLC that code (if an ( y) a purposes. a single -member is disregarded from the owner should check the appropriate box for the tax classification of its owner. y ❑ Other (see instructions)► (Applies to accounts mafnWmd ouldde the U.S) y 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 number(s) here (optional) Taxpayer Identification Number (TIN) Enter your TIN in the appropriate box. The TIN provided must match the name given on line 1 to avoid I Social security number backup withholding. For individuals, this is generally your social security number (SSN). However, fora resident alien, sole proprietor, or disregarded entity, see the Instructions for Part I, later. For other _ 11:1 _ entities, it is your employer identification number (EIN). If you do not have a number, see How to vet a TIN, later. Note: If the account is in more than one name, see the instructions for line 1. Also see What Name and Number To Give the Requester for guidelines on whose number to enter. 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 Internal Revenue Service (IRS) that I am subject to backup withholding as a result of a failure to report all interest or dividends, or (c) the IRS has notified me that I am no longer subject to backup withholding; and 3.1 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 r For real estate transactions, item 2 does not apply. For mortgage interest paid, acquisition or abandonment of s cured property, cancel ur t of deb contributions to an individual retirement arrangement (IRA), and generally, payments other than interest and t� 1UbgidsVyou are not required to j the ce ification, but you must provide your correct 11N. See the instructions for Part II, later. Here I u.s. General Instructions Section references are to the Internal Revenue Code unless otherwise noted. Future developments. For the latest information about developments related to Form W-9 and its instructions, such as legislation enacted after they were published, go to www.1rs.gov1FormlN9. 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 reportable on an information return. Examples of information returns include, but are not limited to, the following. • Form 1099-INT (interest earned or paid) Date ► V t I I I d I OAJoI • Form 1099-DIV (dividends, including hose from stocks or mutual funds) • Form 1099-MISC (various types of income, prizes, awards, or gross proceeds) • Form 1099-3 (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), 1098-E (student loan interest), 1098-T (tuition) • Form 1099-C (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 with a 71N, you might be subject to backup withholding. See What is backup withholding, later. Cat. No. 10231X Form W-9 (Rev. 10-2018) CiL County Administrative Services Depadment Procurement Services Drvwon 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) Pq Collier County ® Lee County Vendor affirms that it is a local business as defined by the Procurement Ordinance of the Collier County Board of County Commissioners and the Regulations Thereto. As defined in Section Fifteen of the Collier County Procurement Ordinance: Local business means the vendor has a current Business Tax Receipt issued by the Collier County Tax Collector prior to bid or proposal submission to do business within Collier County, and that identifies the business with a permanent physical business address located within the limits of Collier County from which the vendor's staff operates and performs business in an area zoned for the conduct of such business. A Post Office Box or a facility that receives mail, or a non -permanent structure such as a construction trailer, storage shed, or other non -permanent structure shall not be used for the purpose of establishing said physical address. In addition to the foregoing, a vendor shall not be considered a "local business" unless it contributes to the economic development and well-being of Collier County in a verifiable and measurable way. This may include, but not be limited to, the retention and expansion of employment opportunities, support and increase to the County's tax base, and residency of employees and principals of the business within Collier County. Vendors shall affirm in writing their compliance with the foregoing at the time of submitting their bid or proposal to be eligible for consideration as a "local business" under this section. A vendor who misrepresents the Local Preference status of its firm in a proposal or bid submitted to the County will lose the privilege to claim Local Preference status for a period of up to one year under this section. Vendor must complete the following information: Year Business Established in ®Collier County or ® Lee County:1991 & 1946 respectively Number of Employees (Including Owner(s) or Corporate Officers): 125 (Collier & Lee) Number of Employees Living in ® Collier County or ® Lee (Including Owner(s) or Corporate Officers): 105 If requested by the County, Vendor will be required to provide documentation substantiating the information given in this certification. Failure to do so will result in vendor's submission being deemed not applicable. Sign and Date Certification: Under penalties oft)eriurr. I certili that the information shown on this form is correct to m1- knowledge. Company Name: Johnson Engineering, Inc. Date: 4/8/2021 Address in Collier or un 2122 hnson Street, Fort Mfrs, Florida 33901 Signature: Michael Dickey, PE Title: I Vice President 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/bocexempt/ 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 ISO form Injury Liability and Property Damage Liability. 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 $_1,000,000_ Each Occurrence; Bodily Injury & Property Damage Owned/Non-owned/Hired; Automobile Included 6. ® Other insurance as noted: ❑ Watercraft $ Per Occurrence ❑ United States Longshoreman's and Harborworker's Act coverage shall be maintained where applicable to the completion of the work. $ Per Occurrence ❑ Maritime Coverage (Jones Act) shall be maintained where applicable to the completion of the work. $ Per Occurrence ❑ Aircraft Liability coverage shall be carried in limits of not less than $5,000,000 each occurrence if applicable to the completion of the Services under this Agreement. $ Per Occurrence ® Pollution $ 2,000,000 Per Occurrence ® Professional Liability $ _2,000,000 Per claim & in the aggregate ❑ Project Professional Liability $ Per Occurrence ❑ Valuable Papers Insurance $ Per Occurrence ® Umbrella $5,000,000 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. 3/4/21 - CC Vendor's Insurance Statement We understand 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. Name of Firm Vendor Signature Print Name ohns E in in fncn /A4 Mic ael Dickey, PE Insurance Agency BKS Partners Date 4/8/2021 Agent Name Mark Webb Telephone Number (239) 931-5600 ACCM CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 4/5/2021 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: Yaritza Soto BKS Partners P.O. Box60043 PHONE FAX ,vc No Ext: 239-931-3021 A/C No:239-931-5604 noliliess: yaritza.soto@bks-partners.com Fort Myers FL 33906-6043 INSURERS AFFORDING COVERAGE NAIC # INSURER A: American Cas Co of Reading PA 20427 INSURED JOHNS05 INSURERB: Continental Insurance Company 35289 Johnson Engineering, Inc. PO Box 2112 INSURERC: Valley Fore Insurance Co. 20508 INSURERD: Continental Casualty Company 20443 Fort Myers FL 33902-2112 INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER:1481791940 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 OF INSURANCE ADDLSUBRTYPE INSD WVD POLICY NUMBER DPOLICY MM D/YYYY) (MMIDD/YYYYl LIMITS A X COMMERCIAL GENERAL LIABILITY Y 4027219232 9/15/2020 9/15/2021 EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE FxI OCCUR DA AGE To RENTED PREMSE. Ea occurrence) $ 100,000 MED EXP (Any one person) $ 15,000 X XCU PERSONAL & ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY X PRO- JECT Fk] LOC PRODUCTS - COMP/OP AGG $ 2,000,000 $ OTHER: D AUTOMOBILE LIABILITY 5084100207 9/15/2020 9/15/2021 COMBINED SINGLE LIMIT Ea accident $1,000,000 BODILY INJURY (Per person) $ ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS 1XX BODILY INJURY (Per accident) $ PROPERTY DAMAGE$ Per accidentPIP HIRED X NON -OWNED AUTOS ONLY AUTOS ONLY PIP $ 10,000 B X UMBRELLA LIAB X OCCUR 4034928401 9/15/2020 9/15/2021 EACH OCCURRENCE $ 5,000,000 AGGREGATE $ 5,000,000 EXCESS LIAB CLAIMS -MADE DED X IRETENTION $ 1 n nno $ C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE WC434939852 9/24/2020 9/24/2021 X PER OTH- STATUTE ER E.L. EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? NIA E.L. DISEASE - EA EMPLOYEE $ 1,000,000 (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) PROJECT: Collier County — Design Services for Old Lely Utilities Improvements, RPS No. 21-7881 Collier County Board of County Commissioners is included as additional insured with respect to general liability on a primary and noncontributory basis, 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 Board of County Commissioners 3295 Tamiami Trail East, Bldg. C-2 Naples FL 34112 AUTHORIZED REPRESENTATIVE / I�I Azz--& ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD JOHNENG-01 LHAMPTON ACORO® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 4/5/2021 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: HONri , Ext 321 445-1117 FAX ( ): ( ) (A/C, No):(321) 445-1076 JCJ Insurance Agency, LLC 2208 Hillcrest Street Orlando, FL 32803 ADDRESS: INSURERS AFFORDING COVERAGE NAIC # INSURER A: Berkley Insurance Company 32603 INSURED INSURER B : INSURERC: 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 POLICY EXP MM/DD LIMITS COMMERCIAL GENERAL LIABILITY CLAIMS -MADE OCCUR EACH OCCURRENCE $ DAMAGE TO RENTED PREMISES Ea urr n $ MED EXP (Any oneperson) $ GEN'L PERSONAL &ADV INJURY $ AGGREGATE LIMIT APPLIES PER: POLICY JECOT- LOC OTHER: GENERAL AGGREGATE $ PRODUCTS-COMP/OP AGG $ $ AUTOMOBILE LIABILITY ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS AUTOS ONLY NON S ONLY COMBINED SINGLE LIMIT Ea accident $ BODILY INJURY Perperson) $ BODILY INJURY Per accident $ PROPERTY acEcidentDAMAGE $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED I I RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below NIA PEROTH- STATUTE ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT A A Professional Liab Pollution Liab AEC-9039448-05 AEC-9039448-05 9/15/2020 9/15/2020 9/15/2021 9/15/2021 Per Claim Aggregate 2,000,000 2,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, ma be attached if more space is required) Collier County — Design Services for Old Lely Utilities Improvements, RPS No. 21-781 Collier County 3295 Tamiami Trail E, Bldg C-2 Naples, FL 34112 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD cOunty Adrnrdstrative Services Division Procurement Services Date: 4/1/2021 Email: Patrick.Boyle@colliercountyfl.gov Telephone: 23 9-252-8941 Addendum 1 From: Patrick Boyle, Procurement Strategist To: Interested Bidders Subject: Addendum 1 21-7881 Design Services for Old Lely Utilities Improvements The following clarifications are issued as an addendum identifying the following clarification to the scope of work, changes, deletions, or additions to the original solicitation document for the referenced solicitation: Change 1. Updated RPS Opening Language: Tuesday April 8', 20zv21 at 3:v0pim to Thursday April 8', 2021 at 3:OOPM If you require additional information please post a question on our Bid Sync f www.bids\ iic.com f bidding platform under the solicitation for this project. Please sign below and reRur op of this Addendum with your submittal for the above referenced solicitatio (Signature) M t Johnson Engineering, Inc. (Name of Firm) 4/8/2021 Date CiL COMMZy AdmnskaM Services Onesion Procurement Services Date: 4/8/2021 Email: Patrick.Boyle@colliercountyfl.gov Telephone: 239-252-8941 Addendum 1 From: Patrick Boyle, Procurement Strategist To: Interested Bidders Subject: Addendum 2 21-7881 Design Services for Old Lely Utilities Improvements The following clarifications are issued as an addendum identifying the following clarification to the scope of work, changes, deletions, or additions to the original solicitation document for the referenced solicitation: Change 1. Extended RPS Opening Date from April 81, 2021 at 3:OOPM to April 2212021 at 3:OOPM If you require additional information please post a question on our Bid Sync (www.bids% nc.com) bidding platform under the solicitation for this project. Please sign below and ret a - opy of this referenced solicitation. (Signature) ohnson Engineering, Inc. (Name of Firm) with your submittal for the above 4/15/2021 Date BUSINESS& catucouxm,aaOLLIEp CO vae031E YT A% ,.;:=,j;� a PROFESSIONAL LICENSES �EmE`Coa vy/d01f0'`�yl ..aaa,nm=oemaMm.m,gP,la.a a„raa=MMe p��T e� ,aa.agwEa�mEEama.,an. �. s 'a..Sp�C�Lei �wawew�mmu..ro�.rmu«.r,aemav�—T.—" P.og �••�.N..,f2 s. f� 2020 - 2021 LEE COUNTY LOCAL BUSINESS TAX RECEIPT Attwnt Numbea: ]OOS7M Amvwt Bspim: SePkmner 30, a121 Flo.e .ser.,r® Licmae No.: LS$916 N Paeb..P�.,r.P,ha�..nanenavPaNaa P�nnnDa,< ebmaryra�3 Professional Surveyor and Mapper License weer p „Ze p z, Mapper Li MICHAEL L LEHR 60.APecn.0 nTmR4G� CP nICd'C.G Flmavlw anx rxwe, Talleb®.e,FbnaaaLawFsap P :onrtDaa 26. M1 Professional Surveyor andMapperLicense 111YNAll., ft- rm.l,marw —Ho.: IS6392 31es nP.ia�.e ekbw�.rieueeesx'me.niz39�a6sa0 Pmuon Oam ary 28, 202i Professional Surveyor and Mapper License under me Pm.i.mna or enaPN. an, Hm;e. s mmwa MARK 9]BOMON—A E-TER TASPRINGS,FI, la115-0hM State of Florida Department of State I nediry Rom.be rennraa nrmi, nMa ibai ]olwsoN ENcwLI I rmmm ecmty may said wrymadon bm peiaall Res doe this omx Ibroneb A ember ,I5tnmits most recent vmuel mpod/uniform bmiueu repon waz filedo pri15, 3031, mW met in smms is acme. I fuller certify that said comoradon b. not Bled A,dcles d Uissolutioa. a rFlPrma°;.,IN4,%%zo:7 "" lam" -Lem .m.e<.�em...w.s«..eaw. Secretary of�o�...ewo 0 THE AMERICAN INSTITUTE OF CERTIFIED PLANNERS LAURA KATHARINE SPURGEON Has qualified m a Member w i:h all nenefm ofa Certified Planner mm,—,wfirymme AICP Code d Ethkc MPro! iosW CoMucr. Membership C<rtifiorc Number 016747 Jafr 1,28e1 a=.ml, .amw FBPE .w�.,,.... STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER471, FLORIDA STATUTES DICKEY, MICHAEL SCOTT 17060 SHADY GROVE LANE CAPE CORAL FL 339W NL:NMR EXPIRATION DATE: FEBRUARY28,2023 AI ay—riffy1fic- .... fi—I MyFI-A.--- 11m unlawful forarrvon<— than me licensee to ore this document. ne a mm. FBPE STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVI51aQ��rQF CHAPTER 47L FLORIDA STATUTES BROWN, JARED ROY 363119TH AVE. SW NAPLES FL 341170000 L LICENSE NUMBER: FE60024 EXPIRATIONDATE: FEBRUAR128,2023 Always verity licenses on line at MyFlorieaUcense.com p �o 0 Tni:i: Do not alter this document In any form. vonr Been:e.Itisu1-1for anyone Omer man me Ii.—W—this dt--t. FBPE STATE OF FLORIDA��'� BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES THOMAS, MARK WAYNE 3326 NE 9TH AVE CAPE CORAL FL 33909 L LICENSE NUMBER: PE86454 J EXPIRATION DATE: FEBRUARY 28, 2023 o �o ThizN uways verifylicenses online at MyHoriaaLicensecom Do—t-mid doeum<m Ida rorm. your license. It unlawful For anone other man the licensee to uze this document. 0 FBPE STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES TILTON, ANDREW DOUGLAS 18810 SERENOA CT V'- ALVA FL339200000 LICENSE NUMBER: PE33258 EX IRATION DATE: FEBRUARY 21,2123 Always verify IRemez online a[ MyFloridaLicense.mm o, o Thisisyourlicense. Do not alter this document I—, roml. It is-n Mul for anyo Bother Man the licensee w use this document 0 ENGINEERING unity/Affirmative Action Employer FBP �... STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES VARBLE, JORDAN LEVI PO BOX 1550 FORT MYERS FL33902 r LICENSE NUMBER: PE81414 EXPIRATION DATE: FEBRUARY 28, 2023 Always w:nry licenses online at MyD.rieal.icense.com 0 o No—,lter the document, a.yhoc 0 9 This ,W.,le—eIt-un1-11aranYone otherthan the ice— to use tnz eecume.t. -...... ..... ....... .. -'dbor STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF PROFESSIONAL GEOLOGISTS THE PROFESSIONALGEOLOGIST HEREIN 15 LICENSED UNDERTHE PROVISIONS OF CHAPTER 492, FLORIDA STATUTES ARNOLD, KIMBERLY KRISTINA JOHNSON ENGINEERING INC 2122 JOHNSON STREET FORT MYERS FL33901 L LICENSE NUMBER: PG2565 EX RATION DATE: JULY 31,2022 Always nfy rcenses onlinea y nd.Uce.— o, o Do.ot alter thi-eoeume.t ha fmm. t' THIN your Ecense.lHs unlaw4ul fo, a e,et- than the licensee to use IN, document. FBPE J` STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES HILDEBRAND, JOSHUA JAMES 3305 15TH AVENUE SW NAPLES FL 34117 LICENSE NUMBER: PE73952 EXPIRATION DATE: FEBRUARY 28, 2023 Always—hy X .... online at MyHoritlaUcenzecom 0 o Do ne[alrer [M1iz eoeume.tFanyferm. O This le tour nce.se. R 6 u,low lI.,a.7o.eother moo the licensee to use this document. dbpr STATE 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 ID2122 JOHNSON STREET FORT MYERS FL33920 LICENSE NUMBER: LA666705-9---�] EXPIRATION DATE: NOVEMBER 30, 2021 Always yMfy licenses online st M,1I.ritla Licen-c- o �o Do.ot a1re, thi-a«.ment h a.v form. O This is you, Nee.- IU -u.Iaw lfor anyone atnermaahe licensee to use this tl.--t. FBPE STATE OF FLORIDA�'�� BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES SALIM, WILLIAM HURRICANE 1881 N EVALENA LN VNORTH FORTMYERS FL33917 LICENSE NUMBER: K88659 EXPIRATION DATE: FEBRUARY 28, 2023 Always verity licenses online of MyB.neaLlce.sa.eam I ❑ ❑ D et-hI d tlnanyform. Tn Y lice.this I ILO - Iwllforay th non theleenseereuze tn-eoeumem. FBPE STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES ^� r �j,�RIGHT WAYNE W I NIT HIDDEN P1NE51ANE BONITA SPRINGS FL 34135 LICENSE NUMBER: PE58220 7 EXPIRATION DATE: FEBRUARY 28, 2023 Ai . iffy erih llce.ses..h.e at MyFI.—Lce.se.com o �o Do not altermis document m anv fort,. D This i-vo., ice.-e. It ie u.lawful fora.vo.e other then the licensee to u-e this document. 0 699 The EcofogicaCSociety ofAmerica a di — The EcokgwaCSonety ofAwmA, upon m mea ten afthe Boadfmrl ;o CC,.ficathoo,hrre6y—ift that ,%Fitt Curtis meets the requirements as a ce.tifiwd Se/{7I andi.sgooerned6y the Society's Code ofEthirs. Ceaq%d6y the EcoCagwafSomq of,9mertcafrom 9une 1, 2018 through Sane 30, 2023 11"'. ,�lr nr,owrw.n�.,a„ [ranspurtation rofiessional(QeLfifieaiinn�uarl1hu. Joshua James aKilaebrano /�A/eda/�.gC,f�e�/�,dblCata.AG°4�d ,toadet! ,t.� PROFESSIONAL TRAFFIC OPERATIONS ENGINEER sree/Mday&Gdom•.,6�,�:i� 4s�w�enm'aYrd ,Y��Ar�yw�arro><r. L �azbar.»a 4.-358B,e�.id� ��ioe/N��2Ct�� , ros20, 20-3 "°"fir ee M� w A ENGINEERING .Unity/Affirmative Action Employer STATE OFOARD FBPF OF PROFESSIONAL ENGINEERS FESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE VISI SOF_CH PTER 4]1 FLO DA�T TUTESFEENEY, [FFTHE FRANCIS JOSEPH 195]1 WATERSFORT MYERS FL 3396]LICENSE NUMBER: PE64698 EXPIRATION DATE: FEBRUARY 28,2023 x.IN:omarR,I mrsm�4mermanmexrer,xeroex IN:6«mom. �wm.r FBPF STATE OF FLORIDA .w....,.. BOARD OF PROFESSIONAL ENGINEERS THEPROVISIONS OLENGINEER HEREIN ISUCENSED UNDERTHE F CHAPTER 471. FLORIDA STATUTES FLYNN, RAYMOND D. 9700 PINEAPPLE PRESERVE CT, FORT MYERS 11339. LICENSE NUMBER: PE76205 EXPIRATIONDATE: FEBRUARY 282023 Always venlr lapses ratline at Mrrkntlauanxcom or ❑ TNs, III-- ItisoDnlawNUoera nnyare otM1er LM1antM1e-Ir'l 1. s—IN, tlocument. FBPE STATE OF FLORIDA r»...... BOARD OF PROFESSIONAL ENGINEERS 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: PE641U = IXPIRATION DATE: FEBRUARY 28, 2023 �tr ❑ ThisI your Lapse. 111 unwlawful Por znr'u ¢other LM1an the icervee t0 use tills E«omen[. FBPF E f STATE OF FLORIDA�� BOARD OF PROFESSIONAL ENGINEERS THE AL ENGINEER HEREIN IS LICENSED UNDER THE PROVIS� T�TUTE3 FREDERIKSEN, JUSTIN ALEXAss9NaQ'1DER 3800 VIA DEL RAY BONITASPRINGS FL34134 LICENSE NUMBER: PE 11I IX%RATION DATE: FEBRUARY 28, 2023 ass verity licenses onua at Mrf loneaurense.com o. o 0 Thiz izyour Do not aver mi:e«ament� a v orm. licenx.lt iz unlawfulf«ampne oMer tM1an MelKemeeto ux tM1iz4«omen[. Aft----- dbpr STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD THE GENERAL CONTRACTOR HEREIN IS CERTIFIED UNDER THE PROVISIIOONNS90F CHAPTER 489 FLORIDAJTT��T�IUTIES FEATHERSTONE, RICHARD W II MALPHRUS CONSTRUCTION CO INC 11304 REFLECTION ISLES BLVD FORT MYERS FL 33912 L LICENSE NUMBER CGC040351 EXPIRATION DATE: AUGUST 31, 2022 Orr I ❑ rnl.Is always venNllrenses online ar NyRor,eaurmu.rom your lkenx. u�ea�awmlforanro eonKrtmntl,elcenseerouxtMstlaument. na RNne. B.m m r " r o:I.86F61 20P66P•Nmee y I.n.we, Dotlae v39966P0 Due Pnitndrry 2R,2033 Professional Surveyor and Mapper License D]A569LAIIeELVALLEYeIII D PORTMYERS, YL 3A69dU0] n I CJ L-r. ✓�.1//6 COMMISSIONER OP ABUG0.IMTUR E `Woman Business Certification Cella Molnar & Associates, Inc. 1s certified u,d,,- provisions of 287 and 295.187, Florida Statutes, for a period from: 1110112119 11 1110112121 7-5 MIINACEwx ,,, SERVICESS 1w ars,wa�w ..w,..am,m ffi.,m ENGINEERING .Unity/Affirmative Action Employer