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Agenda 07/27/2021 Item #16A 116.A.1 07/27/2021 EXECUTIVE SUMMARY Recommendation to approve the selection committee's ranking for Request for Professional Services ("RPS") # 21-7902, "Goodlette Frank Road Stormwater & Ditch Improvements (Section B)," and authorize staff to begin contract negotiations with the top -ranked firm, AIM Engineering & Surveying, Inc., so that a proposed agreement can be brought back for the Board's consideration at a future meeting. OBJECTIVE: To approve the selection committee's ranking of RPS # 21-7902, so that staff can begin contract negotiations with the top -ranked firm to provide engineering services for the Goodlette Frank Road Stormwater & Ditch Improvements project, Section B. CONSIDERATIONS: The Goodlette Frank Road Stormwater Management System requires improvements to enhance the conveyance capacity of stormwater flow to the receiving tidal waters of the Cocohatchee River and reduce flooding in residential and commercial developments in the basin. This project will obtain professional engineering services for the design of erosion control and bank stabilization, ditch design improvement features, and modification of the outfalls along approximately 1.2 miles of ditch on the west side of the Goodlette Frank Road. On May 3, 2021, the Procurement Services Division released notices of RPS # 21-7902, Goodlette Frank Road Stormwater & Ditch Improvements (Section B). The County received one proposal by the June 18, 2021, submission deadline. The County extended the RPS response deadline two additional weeks so that staff could conduct vendor outreach to promote competition. Unfortunately, no other firm submitted a proposal during the extended RPS period. A selection committee met on June 30, 2021, and scored the proposal. The evaluation criteria included an inquiry regarding the ability of the firm's professional personnel; whether it was a 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. The firm provided at least three references from clients on projects of a similar size for which the firm provided services similar in scope and complexity within the past three years. The selection committee found the sole proposal from AIM Engineering & Surveying, Inc., responsive and responsible. The selection committee unanimously elected to waive the need for a presentation, found the sole proposal from AIM Engineering & Surveying, Inc., responsive and responsible, and ranked the firm as follows. Firm Names I Final Ranking AIM Engineering & Surveying, Inc. 1 1 Staff requests authorization to begin negotiations with the top ranked firm, AIM Engineering & Surveying, Inc. In the event that an agreement cannot be reached with AIM, staff will resolicit for these services. Approval of this item by the County Manager is subject to formal ratification by the Board of County Commissioners. If the decision by the County Manager is not ratified by the Board, the action shall be enforceable against Collier County only to the extent authorized by law in the absence of such ratification by the Board. FISCAL IMPACT: After an agreement has been reached, the County Manager or designee will bring Packet Pg. 5 07/27/2021 16.A.1 the negotiated agreement to the Board for approval. At that time, a budget amendment will be requested to transfer funding within the Growth Management Stormwater Bond Fund 327 from reserves to Project 60102. GROWTH MANAGEMENT IMPACT: There is no Growth Management impact associated with this action. LEGAL CONSIDERATIONS: This item is approved as to form and legality and requires majority vote for Board approval. -SRT RECOMMENDATION: To approve the selection committee's ranking for RPS # 21-7902, "Goodlette Frank Road Stormwater & Ditch Improvements (Section B)," and authorize staff to begin contract negotiations with AIM Engineering & Surveying, Inc. Prepared by: M rk Zordan, Stormwater Maintenance Manager, Capital Project Planning, Impact Fees & Program Management ATTACHMENT(S) 1.21-7902 NORA esigned(PDF) 2.21-7902 Solicitation (PDF) 3.21-7902 FINAL RANKING (PDF) 4. [Linked]21-7902 AIM Proposal (PDF) Packet Pg. 6 16.A.1 07/27/2021 COLLIER COUNTY Board of County Commissioners Item Number: 16.A.1 Doe ID: 17547 Item Summary: Recommendation to approve the selection committee's ranking for Request for Professional Services ("RPS") # 21-7902, "Goodlette Frank Road Stormwater & Ditch Improvements (Section B)," and authorize staff to begin contract negotiations with the top -ranked firm, AIM Engineering & Surveying, Inc., so that a proposed agreement can be brought back for the Board's consideration at a future meeting. Meeting Date: 07/27/2021 Prepared by: Title: — Capital Project Planning, Impact Fees, and Program Management Name: Heather Yilmaz 07/19/2021 12:32 PM Submitted by: Title: Director — Capital Project Planning, Impact Fees, and Program Management Name: Matthew McLean 07/19/2021 12:32 PM Approved By: Review: Growth Management Department Lissett DeLaRosa Additional Reviewer Growth Management Operations Support Christopher Johnson Procurement Services Evelyn Colon Additional Reviewer Growth Management Department Lisa Taylor Additional Reviewer Procurement Services Sandra Herrera Additional Reviewer Procurement Services Sandra Herrera Additional Reviewer Capital Project Planning, Impact Fees, and Program Management Heather Yilmaz Capital Project Planning, Impact Fees, and Program Management Matthew McLean Growth Management Department Trinity Scott Transportation County Attorney's Office Scott Teach Level 2 Attorney Review 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 Grants Therese Stanley Additional Reviewer County Manager's Office Amy Patterson Level 4 County Manager Review Completed 07/19/2021 2:02 PM Additional Reviewer Completed Completed 07/19/2021 4:04 PM Completed 07/20/2021 6:01 AM Completed 07/20/2021 8:16 AM Completed 07/20/2021 8:17 AM Additional Reviewer Skipped Additional Reviewer Completed Completed 07/20/2021 12:28 PM Completed 07/20/2021 1:14 PM Completed 07/20/2021 1:22 PM Completed 07/20/2021 3:21 PM Completed 07/21/2021 1:33 PM Completed 07/22/2021 10:37 AM Completed 07/26/2021 9:18 AM Packet Pg. 7 07/27/2021 16.A.1 Board of County Commissioners Geoffrey Willig Meeting Pending 07/27/2021 9:00 AM Packet Pg. 8 DocuSign Envelope ID: F827D468-757A-45EB-B444-15EB6EB967CD 001[ier Covtnty Administrative Services Department Procurement Services Division Notice of Recommended Award m 0 U Solicitation: 21-7902 Title: Goodlette-Frank Stormwater & Ditch Improvements — Section B Due Date and Time: June 18th, 2021 at 3:OOPM Respondents: Company Name City County State Final Ranking Responsive/Responsible AIM Engineering & Surveying, Inc. Fort Myers Lee FL 1 YES/YES Utilized Local Vendor Preference: Yes 0 No - Recommended Vendors) For Award: On May 3rd 2021, the Procurement Services Division released notices Request for Professional Services (RPS) 21-7902 Goodlette-Frank Stormwater & Ditch Improvements — Section B. Twenty three thousand one hundred and sixty nine (23169) vendors were notified, eighty eight (88) vendors viewed the RPS information and one (1) proposal was received by the June 18TH due date. The RPS was extended and additional two (2) weeks during which staff conducted vendor outreach. The Selection Committee convened on June 30th, 2021 as described in step 1 of the solicitation documents, the committee evaluated and conducted a final ranking for the following firm. AIM Engineering & Surveying, Inc. ranked as 1 Staff is recommending negotiations with the top ranked firm AIM Engineering & Surveying, Inc. Contract Driven = Purchase Order Driven 0 by: Project Manager: tto-t Required Signatures DocuSigned by: Procurement Strategist: 'k 61. 7 16 2021 BCB13261E6AD447... Procurement Services Director: DocuSigned by: 5. N Sandra ere&?Sc8279B554F5... 7/16/2021 Date a ti Packet Pg. 9 16.A.1.b C61[ier 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 Goodlette-Frank Stormwater & Ditch Improvements (Section B) RPS NO.: 21-7902 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. 10 SOLICITATION PUBLIC NOTICE 16.A.1.b REQUEST FOR PROFESSINAL 21-7902 SERVICES (RPS) NUMBER: PROJECT TITLE: Goodlette-Frank Stormwater & Ditch Improvements (Section B) RPS OPENING DAY/DATE/TIME: June 4' 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 Capital Project Planning, Impact Fees & Program Management Division (hereinafter, the "Division"), the Collier County Board of County Commissioners Procurement Services Division (hereinafter, "County") has issued this Request for Professional Services (hereinafter, "RPS") with the intent of obtaining proposals from interested and qualified Consultants in accordance with the terms, conditions and specifications stated or attached. The Consultant, at a minimum, must achieve the requirements of the Specifications or Scope of Work stated. BACKGROUND The Goodlette Road Stormwater Management Conveyance Ditch — Section B - is the primary collector and conveyance facility for stormwater runoff generated in areas west of Goodlette Road in the Pine Ridge Estates neighborhood. The project shall be designed to provide an adequate flood protection level of service, accepting and conveying stormwater runoff from all identified watershed areas as identified in the Pine Ridge Subdivision Stormwater Feasibility Study (RWA Engineering November 2017). The existing and proposed condition with conceptual future improvements within Pine Ridge will be evaluated and considered as part of this existing ditch improvement design project. The Pine Ridge ditch, canal, and associated watershed was analyzed in 2014 as part of the canal's downstream -most weir replacement design process. This study, Collier County H & H Assessment Pine Ridge Watershed (Atkins, March 2014) should be used a reference during the project's design. The County has recently completed a pilot ditch improvement project on the western ditch slope of a ditch section located south of Pine Ridge Road between the intersection of Pompei Lane and Granada Boulevard. Pending favorable results, this work may be considered as a prototype possibly suitable for this project. The County also solicited a grant funded project involving similar ditch improvements along the west side of Goodlette Road from Pine Ridge Road south to Golden Gate Parkway. 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 The Division is requesting proposals for design and permitting on approximately one mile of the existing ditch located on the west side of Goodlette Road from approximately 600' south of the intersection with Orange Blossom Drive to Vanderbilt Beach Road. The selected ENGINEER shall provide engineering services during the construction phase. The northern limit of this ditch improvement project is located at its intersection with Vanderbilt Beach Road. From this point north and downstream, the ditch flows into and through the Pelican Marsh Development, continuing north through the Arthrex campus under Immokalee Road and into the tidal waters of the Cocohatchee River. Within the project area the waterway is considered a ditch. Downstream, to the north, the waterway is better characterized as a canal. Cn a ti u� ti T v c 0 Cn N O O ti N c 0 E V 2 Q Packet Pg. 11 The proposed improvements to this ditch are being implemented to achieve three (3) goals: 16.A.1.b Provide an increased flood protection level of service for open channel flow within this ditch section as well as for the watershed area the ditch serves Improved ditch features providing ease of maintenance and cost-effective maintenance Improved aesthetic value of the channel, channel slopes, overbank area, and the border between the channel and the adjacent properties to the west. Ditch design cross sections will be required based on the design flow and all existing side slopes are expected to need reconstruction. Ditch slopes may include surface erosion protection, secondary reinforcement and compaction preventing surficial sloughing. Various structural slope treatments will need to be considered. The design needs to consider available limited space within the existing drainage easement and road right of way. The finished slopes may be steep. The western slope is highly visible from the roadway. The aesthetic value of the slope as well as the maintainability of the slope and potential slope treatment on this side of the ditch will be emphasized. The eastern ditch slope is not visible from Goodlette Road. Aesthetic value of this slope may be deemphasized. Vertical concrete retaining walls will not be considered for either side of the ditch. The existing ditch cross section varies. The existing ditch section is not based on any engineering design. The ditch bottom is not uniform. Ditch improvements will include a new ditch bottom flow line profile. In addition to aesthetic value, ease of maintenance and/or minimal to no maintenance needs will be major considerations in selecting ditch bank slope designs. Due to the limited width of the overbank area on the west side of the ditch, anticipated maintenance operations, maintenance equipment needs, size and points of access, are to play a major factor in this design. The ditch's overbank area to the west right of way or easement line is currently very difficult to maintain and is a source of debris adding to the ditch's maintenance burden. This project design will include a final engineered cross section which will require minimal to no perpetual maintenance with high aesthetic value (west side). A buffer or border feature addressing edge delineation and treatment will be considered as part of this project. The design of this feature will consider long term perpetual access and maintenance needs. Areas will be identified where root barrier will be needed due to presence of adjacent vegetation and concerns of potential slope impacts from roots. The existing ditch is not being considered for enclosure due to the beneficial water resource management and environmental qualities currently provided by the open channel. Examples are volume attenuation, water quality improvement (detention), infiltration, transpiration, and evaporation. The ENGINEER shall provide the full scope of design, permitting, bidding and contract administration services necessary to complete the projects as described including but not limited to the following: a. Analysis and possible replacement of an existing sidewalk crossing at the east end of Carica Road, opposite the intersection with Orange Blossom Drive b. Replacement of the existing pipes at the north end of the Carica Drive roadway crossing and associated drainage structures c. Geotechnical investigation d. Survey, signing and pavement markings e. Utility relocation £ Maintenance of traffic g. Cost estimates h. Environmental permits The project shall be designed to a twenty-five (25) year, three (3) day storm event. All work under the ENGINEER contract shall be completed in strict compliance with Federal, State and Local applicable Rules and Regulations. Task A. Survey — Survey as extensive as needed for a complete overbank area and slope construction/stabilization design, ditch bottom regrading, roadway and sidewalk crossing, pipe replacement and sizing. Detailed data may be necessary such as: a. Right-of-way and easement line location b. Above ground objects, i.e. utilities, vegetation, fences, etc. c. Underground utilities d. Width of ditch, overbank area, toe of slope, top of bank, etc. e. Cross sections every 100' and where changes in existing conditions dictate. The horizontal datum shall be NAD83, and the vertical datum shall be NAVD88. Task B. Geotechnical Assessment Perform Geotechnical investigation site work sufficient with which to base the design of the ditch improvements. A Geotechnical Report is to be submitted, with necessary information about subsurface conditions which can include, but not be limited to the information published by United States Geological Survey (USGS), and United States Department of Agriculture (USDA)/Natural Resources Conservation Service (MRCS). The soils encountered should be classified according to the Unified Soil Classification System (USCS). Q Packet Pg. 12 Task C a. l� C. d. e. f. 16.A.1.b Design, Permitting and Opinion of Probable Cost Proposed ditch cross sections will be created based on verified ditch design flow and needed conveyance capacity. Consideration of long-term perpetual maintenance, maintenance equipment necessary, ability to access for inspection and maintenance, maintenance costs, and overall ditch appearance will be considered when designing side slopes, bottom width, and overbank area. It is not currently known whether vegetated (sod or other) ditch slopes will be sustainable over the long term. Slopes may be too steep; the area may be too shaded; water levels may fluctuate too much seasonally; soils may be too prone to erosion. Various slope treatments will be considered. Slopes may need to be steep to maximize ditch conveyance capacity and bottom width. Slope stabilization products aesthetically on the ditch's west side because, unlike the ditch's east slope, the m west slope will be highly visible. Slope stabilization products considered will need to be permanent, holding up over time. 0 Slope stabilization products must be very low maintenance. An option to install HydroTurfL® or approved equivalent 5 utilized in the County's pilot project, may be considered. vn There are several stormwater outfall (inputs) connections that need to be evaluated for modification and pipe end treatments, such as headwalls or mitered ends to accommodate maintenance access. The design shall consider the steepness of the slope. E Plans will include plan and profile design sheets with highly visible baseline stationing and existing ground elevations over o a current aerial photo overlay a Once the 60 % design has been reviewed and accepted, all necessary permits will be submitted and acquired. E A copy of all environmental permits or applications shall be provided to the county and any conditions for compliance shall z be included in the final design plans, narrative, and project implementation actions. A regular and long-term maintenance plan for the ditch slope treatments and west side boarder feature. Task D. Contractor Bidding Phase The ENGINEER will serve as the Engineer -of Record for the project and be available to assist the COUNTY through the construction bidding period. The ENGINEER shall prepare the entire bid package for solicitation. Tasks during this process shall include but not be limited to: a. Estimation of the time needed to complete construction, b. Attend pre bid meeting to provide clarifications on plans and specifications. Maintain a record of attendees and prepare responses to contractor questions. c. Attend one (1) bid opening, review all bids received, provide input/approval on contractor selection d. Prepare a Design Entity Letter of Recommended Award (DELORA) e. Perform reference checks on selected contractors. Task E. Construction Contract Administration The ENGINEER will serve as the Engineer -of Record for the project and be available to assist the COUNTY through the construction period when tasks such as clarifications regarding plans and specifications are needed. The limited general services during construction will include attending the construction commencement meeting, as needed site inspections related to plan questions/clarifications, development of record drawings based upon contractor information and mark ups, and final construction completion certification. Construction, Engineering and Inspection (CEI) Services shall be a separate solicitation. Task F. Community Outreach and Public Interests Collier County desires an effort to communicate and coordinate with affected property owners, as improvement concepts are developed and approved. The ENGINEER will provide technical staff representation at an anticipated four (4) (public) meetings and/or presentations. The ENGINEER will coordinate, notice, and manage this effort with input from County Staff. DELIVERABLES: All drawings will meet the statutory requirements for plans filed for public record. 1. Plans at 30% (inclusive of completed survey), 2. Plans at 60% with Engineer's Opinion of Probable cost (OPC), design basis and calculations, 3. Plans and complete specifications at 100% ("Bid Set" signed & sealed with Engineer's Opinion of Probable cost, and final calculations), 4. "For Construction" set of plans (signed & sealed final for construction), 5. Post construction Record Drawings. Q Packet Pg. 13 Proposals must be assembled, at minimum, in the order of the Evaluation Criteria listed or your proposal may be deemed non -responsive Evaluation Criteria Maximum Points 1. Ability of Professional Personnel 20 Points 2. Certified Minority Business Enterprise 5 Points 3. Past Performance 25 Points 4. Project Approach, Willingness to Meet Time and Budget Requirements 20 Points 5. Location 10 Points 6. Recent, Current, and Projected Workloads of the Firm 20 Points TOTAL POSSIBLE POINTS 100 Points For complete explanation of each evaluation criteria, please see the file titled "RPS Instructions" included with this advertisement. VENDOR CHECKLIST ***Vendor should check off each of the following items as the necessary action is completed (please see, Vendor Check List)**** Packet Pg. 14 Lm!a 19 as;emwjo;S weid-eimp000 Z06L-4Z COI SdN : LVGL0 JNINNVU -lVNl=l Z06L-4Z .4u8wLl38}}d bA C x w � � o O � o O � E-� O i." C � u CA x x a a N x .e � O x y O C7 N C. T ^C Yr O N U bA G7 N w W � � O „y W LO T a Y V a , 16.A.1.d RPM Oir 7902 .r . GOODLETTE-FRANK STORMWATER & DITCH IMPROVEMENTS (SECTION BQ, OF A I M Engineering . -, _ urveyAng>,11nuco. 2161 Fowler Street, Fort Myers, FL 33901 www.aimengr.com 239.332.4569 an a r� U) 0 a 0 L. a 2 a N O 01 ti N d Y C J C d E s c� Q Packet Pg. 16 June 18, 2021 Collier County Procurement Services 3295 E. Tamiami Trail BuildingC2 Naples, FL 34112 RE: RPS No.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B) Dear Mr. Boyle and Members of the Selection Committee, AIM Engineering & Surveying, Inc. (AIM) is pleased to submit this response to Collier County's Request for Professional Services (RPS) No.: 21-7902 Goodlette- Frank Stormwater and Ditch Improvements. Included in our submittal package is an overview of our professional personnel and capabilities, examples of successful past performance with associated references, discussion of our project approach, availability for this project, and the requested formsand statements perthe RPS requirements. The team we have assembled for this project is immediately available to provide the requested services and consists of experts in the field of water resources who have a history of providing design, treatment options, and modeling on many projects dedicated to stormwater improvements, water quality, and flood mitigation (as evidenced by our project experience and past performance in Tab 3 and our staff biographies in Tab 1). Accordingly, the Goodlette-Frank Stormwater and Ditch Improvements project is ideally -suited to our team's experience and expertise. Our proposed Project Manager, Steve Neff, PE, who has 44 years of experience, including experience leading the City of Cape Coral's Public Works Department as Public Works Director, will facilitate the communication and coordination of the AIM Team with County Staff, and will ensure the County's satisfaction with AIM services. Benjamin Bledsaw, PE has 21 years of experience and will lead AIM's Design Team. Having recently worked on the County's Cocohatchee and Palm River Dredging Design, both Mr. Neff and Mr. Bledsaw are intimately familiar with Collier County Stormwater Management Division and its desired processes. As Principal -in -Charge, Shawn Swets, PE, will ensure that the indicated resources are committed to the project and that additional support and other AIM personnel are available, should the need arise. Our ability to ensure our availability is based upon the extensive staff resources we have distributed throughout the state of Florida. This includes 150+ employees positioned in both various support project offices and permanent offices located in Fort Myers (Corporate), Bartow, Clearwater, Orlando, and Tampa. Theteam forthis projectwill be based outof our Fort Myers office, where our proximity provides us with immediate access to the County's offices and enables us to efficiently access the project site. While most of the requested services will be provided by AIM personnel, we have supplemented our team with three quality firmsthatwill help us best serve the County's needs. Specializing in water quality and modeling, we have enlisted the services of Robert Burleson, PE and Applied Technology & Management, Inc. (ATM); providing expertise in landscape, and led by Greg Diserio, RLA, David M. Jones, Jr. &Associates (DMJA), will ensure the functionality, maintenance, and aesthetics of the site meet the County's needs; and Tierra, Inc. (Tierra), led by Marc Novak, PhD, PE, will guide our geotechnical efforts. We have worked with each of these firms on past projects and we are confident in their abilities to meetthe County's expectations. In summary, we provide a team that is experienced, local, available, and has a proven history of success on similar stormwater and ditch improvements projects. On behalf of the AIM Team, thank you for the opportunity to provide our experience and qualifications in consideration for this important Collier County project. Sincerely, AIM Engineering&Surveying, Inc. -.14— � 17 lex�� Shawn Swets, PE, Vice President/ Principal -in -Charge a Packet Pg. 17 16.A.1.d TABLF OF CONTENTS TAb i Ability of Professional Personnel .......................... PG. 1 TAB 2 Certified Minority Business Enterprise ................ PG. 14 4 TAB 3 Past Performance..................................................... PG. 15 TAB 4 Project Approach, Willingness to Meet Time &Budget Requirements ...................... PG. 27 TA6 Z) Location...................................................................... PG. 34 TAB 6 Recent, Current, &Projected Workloads of the Firm.............................................PG. 35 TAB 1 Certifications, Licenses, Addenda, &Forms.....................................................PG. 36 Packet Pg. 18 16.A.1.d µ _ TAR I ABILITY OF PROFESSIONAL PERSONNEL Co a r� U) 0 a 0 L. a 2 a N O Q1 ti N d Y C J C d s c� Q Packet Pg. 19 16.A.1.d ABILITY OF PROFESSIONAL PERSONNEL' For 41 years, AIM has provided professional engineering and surveying services tailored to the size and complexity of any given project. We are proud to offer a wide range of services to assist clients during all phases of a project, including: • General Site Civil • Water Resources • Environmental & Permitting • Construction Management • Parks & Recreation • Utilities • Surveying&Mapping • Subsurface Utility Engineering (SUE) • Marine & Coastal Engineering • Construction Engineering&Inspection (CEI) • Project Development & Environment • Planning • Public Outreach/Information • Traffic Operation & Safety • Transportation Design To further expand upon our in-house capabilities and serve the broader needs of our local government clients, AIM has obtained Florida Department of Transportation (FDOT) prequalifications in the following areas: • PD&E Studies (Group 2) • Highway Design (Group 3) • Traffic Operations Design (Group 7) • Surveying & Mapping (Group 8) • CEI (Group 10) • Planning (Group 13) On the following pages, we have provided the County with an enhanced summary of our team's capabilities as applied to the scope of services outlined in the County's RPS. Additional capabilities that we have considered as proving potentially resourceful to the County have also been provided. co LO ti LO ti �a U) 0 0. 0 L a. Q N 0 Cn ti N a� c J c as a Packet Pg. 20 DESIGN. Led by Design Manager, Ben Bledsaw, PE, and with the assistance of Marty Morlan, PE, the AIM Team can provide an assessment of criteria with practical design recommendations, including the use of possible design variations. We will also include an estimate of project quantities and costs to assist in the development of an accurate Engineer's Opinion of Probable Cost, as we recognize that unit cost increases are a concern. We will then prepare the Preliminary Design Report, including the typical section package. The constructability of the proposed improvements will also be discussed and reviewed by AIM's QA Manager and Contructability Reviewer, Jadon Hull, PE, CGC, as the design progresses. Typical design milestones include an initial submittal to the utility agency/owners followed by phase submittals. Throughout the design process, we will follow the project scope, applicable criteria, our QC process, and the County Project Manager's direction, and we will also assist the County with public involvement and utility coordination. PLANS PRODUCTION. Ourteam members have completed FDOT Specifications training and have developed several project manuals and specifications. AIM will prepare 30%, 60%, 90%, 100%, and conformed plans that will be subjected to our internal QA/QC Program to ensure the production of consistent, high -quality plan sets. Once completed, the final plans, project manual, and spread sheet of bid items and quantities will be submitted to the County, along with the appropriate components required for advertising the project for construction. Within the Plans Production phase of a project are opportunities to compress a project schedule that could save the County both time and money. CONSTRUCTABILITY & DESIGN REVIEWS. AIM has built an excellent reputation in the construction industry for our foresight and proactive efforts in identifying, communicating, investigating, and resolving issues during a project's early stages. We are committed to addressing all requirements and contract documents to ensure a successful project. Early detection and resolution, as well as documentation, are key elements to avoiding and minimizing non-conformance points. To ensure production of clear and accurate plans and design documents, we hold design reviews with our in-house construction engineers and inspection staff throughout the design process, which improves constructability and provides opportunities for value engineering. This review process has helped us to reduce both construction costs and construction times. Staff involvement early in design has been very beneficial in making certain that the Contractor can properly stage equipment in what are often challenging site locations. DRAINAGE & WATER RESOURCES. AIM has the ability to provide solutions for a wide variety of water resources engineering challenges. Our water resources group includes civil and environmental engineers, scientists, and planners who have the multi -disciplinary expertise that aids us in defining project objectives, developing process methodologies, and completing design plans, documents, and necessary permit applications. Our capabilities range from maintenance recommendations for water control systems to control structure design, large watershed and floodplain evaluation, planning, modeling, and restoration. Our team uses hydraulic modeling software and environmental science to evaluate existing hydrologic patterns and provide innovative design recommendations on projects that include watershed management plans, development of flood profiles, flood mitigation plans, water quality improvement projects, weirs using various models, and conducting peer reviews. With these capabilities and experience in mind, ourteam's personnel equip us to perform a proficient review of the Pine Ridge Subdivision Storm water Feasibility Study (RWA Engineering, November 2017) and the Collier County H & H Assessment Pine Ridge Watershed (Atkins, March 2014) preliminary engineering studies. Upon an initial review, we believe there are opportunities for value engineering improvements that should be considered to achieve the County's project objectives at optimal initial and long- term costs. a Packet Pg. 21 MODELING / WATER QUALITY. Subconsultant ATM has been a leading provider of water resources, coastal, and waterfront engineering services for 36+ years. Their technical diversity allows our team to provide effective studies and solutions for any water -related issue. From projects involving sensitive headwaters to coastal systems, they provide customized data collection, assessments, computer modeling, alternatives analysis, management planning, design, and regulatory guidance. They specialize in performing hydrologic and water quality modeling of receiving waters and watersheds, as well as waterbody impairment listings, total maximum daily loads (TMDLs), and basin management action plans (BMAPs). Additionally, they integrate geographic information system (GIS) into all of their projects, including field studies, data collection, asset management, geospatial analysis, watershed, and hydrologic and water quality model pre- and post - processing. To date, ATM has represented stakeholders in nearly 400 adopted or draft TMDLs, 33 water quality plans, and 4 restoration plans in Florida. This includes the successful development of the Southern Lee County Flood Mitigation Plan (SLCFMP) as a subconsultant to AIM. This major effort included modeling most of Lee County south of the Caloosahatchee Riverwith a goal of flood mitigation. SURFACE WATER MANAGEMENT SYSTEM DESIGN. AIM has experience in evaluating, designing, and improving surface water management systems on projects that include small commercial/residential developments and regional water control districts. Our experience has taught us that system performance is improved through basin interconnectivity and the incorporation of natural features to provide water storage and natural water quality treatment. We have designed operable water control structures (WCSs) in various project applications throughout southwest Florida to allow for the management and operational flexibility of stormwater flows between basins. Although hydraulic modeling simulations often apply a uniform storm event to a given basin, actual rainfall events are distributed unevenly across a large area. Flooding can be reduced or even avoided if a system has the capability to divert canal flows from an area receiving high rainfall and into an area that has more capacity within the canals. For the past 25 years, AIM has served as District Engineer for the Lehigh Acres -Municipal Services Improvement District (LA-MSID), under their General Engineering Services Contract, aiding them in the continuous improvement of the interconnectivity of their system and successfully assisting them in the utilization of natural features to increase water storage and natural water quality treatment. Their continued trust in the AIM Team serves as testament to the capabilities of our personnel and quality of our work. SURVEY. Accurate, geographically referenced data is a key initial component of successful project development. AIM's surveying and mapping services capabilities include cross sections, design, drainage, emergency post -storm, utilities, easements, right-of-way (R/W), GIS and GPS, topographic, hydrographic/bathymetric, pre- and post - dredge, and Subsurface Utility Engineering (SUE). Our resources provide the capability of performing survey tasks in all types of terrain, including heavily urbanized areas to rural and vegetative environments such as the Everglades. Darren Townsend, PSM, will lead all survey tasks, assisted by an in-house staff comprised of more than 45 professionals, including ten survey crews. As an added benefit, many members of our survey office staff have worked their way up from the field and are available, if necessary. All AIM Survey and Mapping is CAD produced using MicroStation and AutoCAD software, with maps, Surveyor's Reports, and drawings provided in a digital file format that can be provided with Florida State Plane Coordinates. All data is subjected to a QC review by our internal QC Manager, to provide our clients with assurance of quality in conformance with the Minimum Technical Standards as set forth in the Florida Statutes. UTILITIES. Scoping, planning, and scheduling utility support tasks in a variety of disciplines is regular practice for AIM's team. Our experience on utilities projects includes utilities coordination, potable water, sanitary sewer, drainage, pump stations, drainage, construction 0 IL r� LO LO ti Ta 0 0. 0 L a Q N 0 ti N as c J c as E a Packet Pg. 22 observation services, de -watering, erosion control, permitting, preparation of technical specifications, bid quantities, and utility easement exhibits. Ron Kerfoot, PE, PSM, will lead our team in the design and coordination of utility and drainage adjustments. Should the existing sidewalk crossing at the east end of Carica Road require replacement, Mr. Kerfoot's experience on sidewalk replacements, road cross drain adjustments, dredgings, slope stabilizations, and utility adjustments for multi -use paths will prove invaluable. Ourteam also has a wealth of knowledge and experience pertaining to infrastructure rehabilitation, including relocations, adjustments, upgrades, redevelopment, and improvements where conflicts are present and affect utilities such as water/sewer, and reuse pipeline systems, power lines, telecommunications, gas mains, and other underground and above ground utilities and facilities. Our in-house SUE resources enable us to quickly locate buried utilities that may adversely impact the construction schedule and budget. We are outfitted with the latest equipment and software to identify/locate and map utilities in a non -intrusive and cost-effective manner. We operate three vacuum excavation trucks to quickly and safely "pothole" utilities that may present a conflict or cause a failure. We can also employ ground penetrating radar (GPR) and electromagnetic pipe and cable locating devices to reduce potholing efforts. Our current contracts with both the City of Fort Myers, for Continuing Utility Engineering Services, and with FDOT District One, for District -Wide Subsurface Utility Designate, Locate, and Coordination, include a combined 50+ task work orders and are indicative of our ability to manage these sensitive tasks. MAINTENANCE OF TRAFFIC (MOT). AIM's senior staff and inspectors are all certified in FDOT MOT. Through their training and experience, they have the ability to inspect the selection, placement, and operational function of temporary traffic control schemes and devices, including temporary barriers, end treatments, and crash cushions. GEOTECHNICAL ENGINEERING / SOILS EVALUATION. Our subconsultant Tierra is a full -service geotechnical engineering and environmental consulting firm with more than 28 years of experience. Tierra's services include providing Level I and Level II Contamination Screening Evaluation and Reporting (CSER I and 11) and geotechnical services including drilling, field sampling, laboratory testing, engineering analysis, and reporting. They utilize AutoCAD and MicroStation for site maps and roadway drawing plan sheets and are fully integrated with GPS and GIS mapping for self locating field testing and sample locations. They have provided geotechnical and soils evaluation support services on numerous projects within Collier County including support for AIM on the Immokalee Road Pedestrian Crosswalk, the North Barfield Bridge over Marco Island Inlet, the Lake Trafford Road Box Culvert, and East Naples Bay Dredging. Tierra is a certified MBE firm and is FDOT prequalified in Group 9 for Soil Exploration, Material Testing and Foundations and Group 10 for Construction Engineering Inspection. �A d :, .�..�:. ♦ . III III Tierra performing Soil Borings along Steep Ditch Slope LANDSCAPE. Subconsultant DMJA will lend their 40 years of expertise in landscape architecture and design to provide guidance in proper plant selection for this site that is functional, low -maintenance, and aesthetically pleasing Their team of landscape architects, planners, arborists, and ecologists have facilitated expertise in areas such as master planning, recreational area designs, site planning, construction documents, bidding and construction observation, permitting, state and local 0 IL ti ti �a 0 0. 0 a. Q N O ti N_ as c c as E a Packet Pg. 23 roadway beautification projects, grant applications, and development design. Their firm and task lead for this project, Greg Diserio, RLA, have worked with AIM on many local projects, including the Design and Permitting of West Marsh Preserve and the Moore Haven Canal Dredging. DMJA is a certified MBE/SBE firm and is FDOT prequalified in Group 15 for Landscape Architecture. COST ESTIMATING. As the County budgets funding for future phases of projects, it is important to develop cost estimates during the preliminary engineering phase of each project. Accurate cost estimates are essential at all stages of a project and must evolve as the project develops. Using the appropriate cost estimating approach at each stage of project development requires the ability to transition from long range estimates, based on limited details and contingency percentages, to a very specific pay -item driven final estimate. Initial estimates will be based on the potential typical section with factors applied to secondary items such as drainage, structures, and utility relocations. As FDOT's PD&E District -Wide consultant for over a decade, AIM's engineers are often tasked with developing the initial cost estimate fora project or to review estimates prepared by other consultants. AIM's experience on a wide range of projects provides our staff the ability to evaluate an individual project's anticipated level of cost for these potentially significant cost items. Several resources are available to help develop these cost estimates, including the FDOT Long Range Estimates Program and historic unit prices, which are evaluated statewide and within specific geographic regions for a more accurate estimate. We pay particular attention to the local construction environment. Through our construction services and close relationships with local contractors, we can provide accurate cost estimates at all stages of project development. ENVIRONMENTAL PERMITS. AIM offers a comprehensive range of environmental permitting services that include environmental surveys, assessments, permitting, mitigation, and any other necessary permitting activities. We understand local, state, and federal regulatory requirements and we are experienced in obtaining Environmental Resource Permits (ERPs) for agencies that include the South Florida Water Management District (SFWMD), Southwest Florida Water Management District (SWFWMD), and the Florida Departmentof Environmental Protection (FDEP). We have also obtained permits from federal agencies such as FDOT, Federal Emergency Management Agency (FEMA), National Pollutant Discharge Elimination System (NPDES), US Army Corp of Engineers (USACE), US Fish and Wildlife Services (USFWS), and US Coast Guard (USCG) Navigation. We have provided permitting services related to site, roadway, bridge, stormwater design, mitigation design, and construction for many cities and counties throughout the state. Mitigation experience includes mitigation banking and developing on -and off-sitewetland mitigation options, in -lieu fee programs, self -mitigation, or restoration projects, and providing cumulative impact analysis for mitigating "out -of -basin". We are proficient in identifying appropriate data collection, analysis, and public participation strategies; conducting site assessments; compiling and analyzing data; managing public participation; writing complete and easy -to -read documents; and permit application, compliance, and enforcement coordination. In 2017, AIM completed the design and permitting of West Marsh Preserve, a 206-acre facility providing flood mitigation and water quality improvements for the Orange River Drainage Basin in Fort Myers. The area took extraordinary care and permitting coordination from multiple agencies due to the area being one of the largest wildlife habitats in Southwest Florida. a Packet Pg. 24 PERMIT REVIEW. AIM's team has been conducting record, contractors, and stakeholders. Our familiarity permit reviews in support of new or expanding with local contractors eliminates any learning curves infrastructure projects and developments since in communication and enables us to mitigate change 1980. Along with previously mentioned agencies, we orders and accelerate urgent project schedules. have worked with the Southwest Florida Regional Planning Council, Florida Department of Health, and Lee County's Planning and Development Services Divisions. Our relationships with the people in each organization and our knowledge of policies, allows for efficient review of County permits. SOIL EROSION & SEDIMENT CONTROL. Erosion and sediment control consideration is an important component of every project. Our engineers are well -versed in developing site -specific Storm Water Pollution Prevention Plans (SWPPP), and our environmental scientists inspect for proper implementation of control measures so that each project remains in compliance with agency permits. The County will benefit from AIM's experience and the relationships we have established with agency personnel. BIDDING & CONTRACT DOCUMENTS. AIM currently has more than 45 full-time construction engineering management and inspection employees who are experienced, qualified, and able to provide support for the bidding and construction phases of any project. We will prepare these documents with the goals of eliminating the potential for contractors' claims and minimizing the time and effort that County Staff spends administering the bidding process. CONSTRUCTION CONTRACT ADMINISTRATION. In addition to our in-house CEI team, AIM's in-house sister company, AIM Construction Contracting, LLC (ACC), has managed several local, high -profile construction projects as Construction Manager -at -Risk (CMAR). The foundation of our approach is to be thorough in our documentation and proactive in our communication with engineers of POST -DESIGN. AIM is committed to seeing our projects all the waythrough the design, permitting, and successful completion of the construction phase. It is customary that we assist with preparation and review of contract documents and contractors' proposals. We will attend meetings, review shop drawings, and timely respond to any requests for information (RFIs) that may occur. so that project schedules are achieved. On each project, we look for and welcome cost savings opportunities, including design variations or exception requests. COMMUNITY OUTREACH & PUBLIC INTERESTS. Public Involvement Specialist Maggie Bruno will assist team Project Manager, Steve Neff, PE, with required outreach efforts. Our in-house public involvement specialists are experienced in producing and distributing multi- media presentations, media releases, and supporting materials. This includes developing and dispersing meeting materials and notifications through mediums such as websites, display boards, and roll plots, and coordinating and facilitating public meetings.0urteam has conducted meetings in both virtual and in -person formats and we are notably the first consulting firm to facilitate a virtual public hearing in FDOT District One. 0 (L r� LO LO ti Ta U) 0 0. 0 Q N 0 CD ti N as c J c m E a Packet Pg. 25 ORGANIZATIONAL CHART The AIM Team is curated forth is contract based on their level of skill to provide the required services; and therefore, AIM is confident that the amount of personnel assigned to this contract is more than adequate to provide services beyond expectations. To provide a visual display of the adequacy of personnel forthis contract, an organizational chart is provided below. To display the AIM Team's proficiency in providing the requested services, key staff bios are provided on the following pages. (XX) Years' Experience C;O Mpe,r County i Shawn Swets, PE (23) Jadon Hull, PE, CGC (21) Benjamin Bledsaw, PE (21) Daniel Schroeder, PE (14) Marty Morlan, PE (32) I Robert Burleson, PE (36) ATMs E-2�„,. z Ron Kerfoot, PE, PSM (43) 11 UTJ M Mark Novak, PhD, PE (17) Darren Townsend, PSM (21) Z13 Erick Frederick, PE (21) ft" Maggie Bruno (27) Greg Diserio, RLA (40) Jarod Prentice, RLA (20) DMJA Packet Pg. 26 KEY STAFF BIOGRAPHIES YEARS' EXPERIENCE:44 REGISTRATION: PE, Florida #33205 STEVE NEFF, PE Project Manager AIM Mr. Neff will provide oversight of this project; responsible for overseeing data collection and general project administration, ensuring the necessary level of communication with the County is maintained, and ensuring that the County's satisfaction and needs are reflected throughout the project. Mr. Neff has been a part of multiple water resource projects, including serving in the role of Contract Manager for the recently completed Southern Lee County Flood Mitigation Plan (SLCFMP) for Lee County. His project work has involved hydraulic modeling, environmental and ecological analysis, public involvement, local, state, and federal permitting, as well as assisting municipalities with the acquisition and administration of government grant funding opportunities. He has also helped develop multi -use parkfacilities in which surface water storage and treatment is combined with habitat restoration and passive recreational features for public benefit. RELEVANT EXPERIENCE: EDUCATION: • Road & Bridge Study, Planning, & Design Contract - Collier County (Contract Manager) Purdue University . Cocohatchee & Palm River Dredging Design - Collier County BS, Civil Engineering, 1978 . Four Corners/County-Line Ditch MSBU Drainage Improvements- Hendry County • Hancock Bridge Parkway Sidewalk & Drainage Improvements - Lee County • Wild Turkey Strand Agricultural Field Restoration - Lee County Conservation 20/20 • Buckingham Park Bank Stabilization NRCS - LA-MSID • Wesh Marsh Preserve Design & Permitting- LA-MSID YEARS' EXPERIENCE: 21 BEN BLEDSAW, PE Design Manager AIM Mr. Bledsaw's project specific experience includes hydrological analysis and design of stormwater, dredging projects, and nutrient loading/removal BMP, potable and wastewater design, geotechnical analysis, soils percolation modeling, permitting applications, compliance certification, and professional coordination of projects through city, county, and federal permitting. He is an ASFPM certified Floodplain Manager, a member of the Association of State Floodplain Managers/FEMA, and his specialized training includes ICPR4 Inter -Connected Pond Routing, HEC-RAS v 4.0 Army Corp of Engineer River Modeling, MIKE/SHE View, WaterCAD, and StormCAD. RELEVANT EXPERIENCE: REGISTRATION: Cocohatchee & Palm River Dredging Design - Collier County (Project Manager) PE, Florida #71514 Four Corners/County-Line Ditch MSBU Drainage Improvements- Hendry County • Hancock Bridge Parkway Sidewalk & Drainage Improvements - Lee County EDUCATION: Sunset Cove Channel Dredging (MSTBU Contract) - Lee County University of Nevada Buckingham Park Bank Stabilization NRCS - LA-MSID BS, Civil Engineering, 2004 . Wesh Marsh Preserve Design & Permitting- LA-MSID • Myakka State Forest Restoration - SWFWMD Packet Pg. 27 YEARS' EXPERIENCE: 23 REGISTRATION: PE, Florida #60274 EDUCATION: BS, Civil Engineering, Calvin College, Grand Rapids, MI, 1999 YEARS' EXPERIENCE: 14 REGISTRATION: PE, Florida #78646 SHAWN SWETS, PE Principal -in -Charge Mr. Swets' design background includes serving as Principal -in -Charge, QA Manager, Project Manager, and Engineer of Record (EOR) on FDOT, county, and city projects ranging from arterial widenings and minor resurfacing and intersection improvements to interstate/expressway design. His responsibilities have included plans production, preparation of design variation and exception requests, cost estimates, pavement design, and specification packages. RELEVANT EXPERIENCE: • Road & Bridge Study, Planning, & Design Contract -Collier County (Principal/QA Manager) • Professional Services Contract - Architecture & Engineering -Collier County • Immokalee Road Pedestrian Crosswalk Study - Collier County • 1-75 at Immokalee Road Pathway Feasibility & Design Study -Collier County • Naples Manor Sidewalk Design Criteria Package - Collier County • Miscellaneous Professional Services Contract - Lee County • Professional Engineering Services for Roads & Drainage - Polk County • District -Wide Minor Design Contract- FDOT District One • SR 80 Shared -Use Path Drainage Design - FDOT District One OANIEL SCHROEDER, PE rzro,oo„ge, WAI Mr. Schroederwih lend his design expertise to the Quality Control oversight of this project. He currently serves as ATM's Civil Group Manager, responsible for overseeing a team of engineers, ensuring the timely and cost-efficient completion of projects by creating and monitoring project schedules, performing regular cash flow analysis, and instituting ongoing communications between the client and contractor. He is an experienced Designer and EOR, responsible for the Wild Turkey Strand Preserve Restoration and he is highly skilled in developing detailed hydraulic models of stormwater systems and performing model scenario analysis to evaluate stormwater improvements under design storm events. Mr. Schroeder has served as an integral member of design teams tasked with final design of stormwater improvements and regulatory permitting through agencies such as SFWMD, USACE, and FDEP. RELEVANT EXPERIENCE: EDUCATION: Road & Bridge Study, Planning, & Design Contract - Collier County (Lead Project Manager) MSE,SustainableWater Cocohatchee & Palm River Dred in Design Count Engineering, Florida Gulf Dredging g y(QCManager) Coast U n ing, Floity, expected YMCA Road Water Main Abandonment & Replacement - Collier County Coast 21 Moore Haven Canal Dredging- Glades County • Four Corners /County -Line DitchMSBUDrainageImprovements- HendryCounty BS, Civil Engineering, Florida . Southern Lee County Flood Mitigation Plan (SLCFMP) - Lee County Gulf Coast University, 2009 . Wild Turkey Strand Agricultural Field Restoration - Lee County Conservation 20/20 (EOR) • S-H-2 Weir Replacement Design Services - LA-MSID • Buckingham Park Bank Stabilization NRCS - LA-MSID • West Marsh Preserve Design & Permitting - LA-MSID a r� Ln ti Ln �a U) 0 0. 0 a` Q N 0 T ti N a� c c m E t 0 M a Packet Pg. 28 YEARS' EXPERIENCE: 21 REGISTRATION: PE, Florida #72357 CGC, Florida #1529703 EDUCATION: BS, Structural Civil Engineering, University of South Florida, 2004 YEARS' EXPERIENCE: 32 REGISTRATION: PE, Florida #45326 JADON HULL, PE, CGC QA Manager/Cons tructobility Mr. Hull will be responsible for providing both QA Management and Constructability Reviews. UnderAIM's established QA Program for consultant engineering services, Mr. Hull will monitor and evaluate the adherence to processes, procedures, and standards to determine potential work product and service quality. He will also be responsible for reviewing and auditing the work products and activities to verify that they comply with the applicable procedures and standards, as well as to ensure the results are appropriately incorporated into the project and project records. Additionally, Mr. Hull, who serves as AIM's VP of Construction, provides valuable insight to this project through his construction experience on various hydrologic restoration projects. His projects have included ensuring environmental monitoring and compliance, clearing and grubbing, the creation and grading of wetlands, construction and reconstruction of stormwater management and drainage facilities, and excavation and embankment of a 5.5-acre lake for the Lee County Parks and Recreation Department. RELEVANT EXPERIENCE: • CEI Services for LAP Funded Projects - Collier County • Professional Services Contract - Architecture & Engineering - Collier County • Wild Turkey Strand Agricultural Field Restoration - Lee County Conservation 20/20 (Const. PM) • Telegraph Creek Tribituary Culvert - Lee County Conservation 20/20 (Const. PM) • Three Oaks Parkway South Outfall - Lee County (Operations Manager) • Alicia Street/ Market Street Utilities Improvements -City of Fort Myers (Const. PM) MARTY MORLAN, PE Senior Project Engineer - Design Mr. Modan has experience, from both a consultant and county government perspective, in the planning, design, and construction of a wide variety of civil engineering projects including transportation, recreational trail, civil/site, stormwater master planning/design, and park development. He has strong project management and design experience that includes projects with extensive roadway, drainage, and permitting elements. Mr. Morlan's experience includes over 175 projects including over 100 stormwater ponds and 100 miles of roadways. RELEVANT EXPERIENCE: • 10th Street Stormwater Quality Improvements -City of Sarasota • Miscellaneous Stormwater Consultant Contract -City of Tarpon Springs (Contract Manager) • Downtown Corridor Roadway Improvements -City of Venice (Project Manager/EOR) • Gerdau Baldwin Steel Mill Floodplain Mapping- Duval County (EOR) EDUCATION: . Littleton/Kismet Realignment Study & Design -Lee County BS, Civil Engineering, . Curlew Creek, Channels B & C, Stormwater Improvements -Pinellas County (County PM) University of Florida, 1987 . SR 80 Shared -Use Path Drainage Design - FDOT District One • GEC Stormwater Review - FDOT District Seven 0 IL r� to O 0. 0 L IL Q N O ti N as c J c m E a Packet Pg. 29 RON KERFOOT, PE, PSM Chief Engineer - Drainage Design & Utility Relocation Mr. Kerfoot has been providing engineering and land surveying and mapping services to Southwest Florida since the early 70s, and will be responsible for Drainage Design and Utility Relocation elements related to the stormwater and ditch improvements. His lengthy career has included serving as Lead Engineer/Surveyor responsible for the surveying, planning, design, plans production, permitting, and construction of projects that have involved marine elements, roadways, sidewalks, bike paths, multi -use paths, and bridges, including many multi -faceted, high visibility and often unique site projects, as well as drainage and utilities projects, such as the design and production of water, wastewater, and reuse pipeline systems, and significant oversight of utility relocations and adjustments. YEARS' EXPERIENCE: 43 RELEVANT EXPERIENCE: REGISTRATION: • YMCA Road Water Main Abandonment&Replacement- CollierCounty(Lead Design Manager PE, Florida #20768 • Professional Services Contract -Architecture & Engineering - Collier County PSM, Florida #2994 • East Mukoch Drainage District (EMDD) Engineer- EMDD (Lead Design Engineer) EDUCATION: • Moore Haven Canal Dredging- Glades County BS, Civil Engineering, • Four Corners /County -Line DitchMSBUDrainageImprovements- HendryCounty University of Florida, 1974 • Work Drive Industrial Park Water Main Improvements - Lee County • Wild Turkey Strand Agricultural Field Restoration - Lee County Conservation 20/20 • Alicia Street/ Market Street Utilities Improvements -City of Fort Myers • West Marsh Preserve Design & Permitting - LA-MSID YEARS' EXPERIENCE: 21 REGISTRATION: PSM, Florida #6476 EDUCATION: BS, Surveying & Mapping, University of Florida,1999 BS, Business Administration, University of Florida,1994 BARREN TOWNSEND, PSM Survey Manager Mr. Townsend will lead AIM's Survey efforts. He has more than 20 years of experience in the preparation of boundary surveys, legal descriptions, topographic surveys and maps, plat review, R/W / control surveys, and hydrographic surveys. His experience also includes many projects hydrographic and hydrological expertise in survey and mapping, including work on the Faka Union Canal Bank Stabilization for SFWMD that included topographic and hydrographic survey to aid in the design and permitting of bank stabilization projects along the canal corridor and overseeing SUE work on our District -Wide Locate, Designate, & Coordination Contract for District One. RELEVANT EXPERIENCE: Water Basin 101 / 8th Street, Sanitary Sewer & Drainage Improvements - Collier County YMCA Road Water Main Abandonment & Replacement - Collier County Four Corners / County -Line Ditch MSBU Drainage Improvements - Hendry County Buckingham Park Bank Stabilization NRCS - LA-MSID West Marsh Preserve Design & Permitting - LA-MSID Cypress & Curry Canals Topographic & Hydrograpic Survey - SFWMD Faka Union Canal Bank Stabilization Topographic & Hydrograpic Survey- SFWMD Miller & C-1 Connector Canals R/W, Topographic, & Hydrographic Survey - SFWMD District -Wide Locate, Designate, & Coordination Contract - FDOT District One �a U) 0 0. 0 L a Q N O CD ti N_ CID c J c m E 0 2 a Packet Pg. 30 YEARS' EXPERIENCE: 27 EDUCATION: BS, Communications, Miami -Dade College,1984 NOTABLE CAPABILITIES: Fluent in English & Spanish YEARS' EXPERIENCE: 36 MAGGIE BRUNO Public Involvement Ms. Bruno is a bilingual communications professional who has experience working with both the public and private sectors encompassing a myriad of disciplines in communications, media relations, public involvement, and project management. Her background includes developingand managing public information/communication programs, forming corporate partnerships, consensus building, interagency collaboration, community outreach, special event planning, high profile campaigns, and crisis management. She has managed many public involvement programs for infrastructure projects for all phases from Planning, PD&E, Design, Design -Build, and Construction projects. Her project experience includes overseeing all public involvement on the largest P3 project in Florida (1-595 Express), several projects under a Miscellaneous District -Wide Contract for District Six, as well providing community outreach for the City of Miami Beach and various other local governments. RELEVANT EXPERIENCE: • Road & Bridge Study, Planning, & Design Contract -Collier County • Office of Capital Improvement Projects -City of Miami Beach • Big Carlos Pass PD&E Study - Lee County • Wekiva Trail, Segment 5, PD&E Study -Lake County • District -Wide Environmental Management Office Support- FDOT District One ROBERT BURLESON, PE ATM [SIGN ENGINEERING '.CONSULTING '- Modeling / Wo to r Q u o l i ty APPLIED TECHNOLOGY & MANAGEMENT, INC. Mr. Burleson's areas of expertise include water resources engineering, surface and groundwater hydrology, watershed planning, surface water quality modeling, stormwater management, reclaimed water reuse, and urban and agricultural best management practices (BMPs). His professional experience includes hydrologic research and analysis, water quality assessments, stormwater master plans, floodplain analysis, watershed and water quality modeling, effluent disposal and wetland treatment system design, and wetland mitigation. He applies various hydrologic,hydrodynamic, and waterquality models including SWMM, ICPR, PONDS, HEC-HMS, HEC-RAS, MODFLOW, BASINS/HSPF, WASP, PLUMES, CORMIX. DHI-MIKE ECO Lab,ArcGIS, and Groundwater Vistas. RELEVANT EXPERIENCE: REGISTRATION: . Hydrologic/Hydraulic Analysis of Culverts - Webb WMA- Charlotte County PE, Florida #42497 . Hydraulic Analysis of Ten Mile Canal - City of Fort Myers EDUCATION: • Hydrologic/Hydraulic Analysis of the Upper Gator Slough Watershed - Lee County ME, Agricultural Engineering, . Hydrologic/Hydraulic Analyses of Powell Creek Watershed - Lee County University of Florida,1988 . Coquina Ditch Stormwater Evaluation - City of St. Augustine BSE, Agricultural Engineering, • Aquatic Gardens Stormwater Analysis - City of Atlantic Beach University of Florida,1984 • Alligator Lake/Clay Hole Creek Watershed Flood Management Plan - Columbia County BSBA, Finance, University of Florida,1979 a Packet Pg. 31 YEARS' EXPERIENCE: 17 REGISTRATION: PE, Florida #67431 MARC E. NOVAK, PhD, PE TIExRa Geotechnicol /Soils Evaluation Mr. Novak's geotechnical and materials engineering career dates back to 1996, when he interned as a field and laboratory technician while pursuing his BS in Civil Engineering at the University of Florida (UF). While conducting research in pursuit of his 2007 PhD, Mr. Novak studied and practiced a wide range of geotechnical engineering techniques, including soil -structure interaction, soft -soil embankment modeling, dam construction, laboratory testing, and pavement engineering. Since joining Tierra in 2004, he continues to be involved with a wide range of engineering challenges, including stormwater projects, for both the private and public sectors. Mr. Novak will lead project duties related to geotech and soils evaluation, assisted by Senior Geotechnical Engineer, Erick Frederick, PE. Mr. Frederick has more than 20 years of experience that includes various stormwater and drainage improvements, including teaming on some of those listed below with Mr. Novak. RELEVANT EXPERIENCE: EDUCATION: • Haldeman Creek Coring - Collier County PhD, Civil Engineering, • East Naples Bay Dredging - CollierCounty University of Florida, 2007 • Lake Virginia/Allen Outfak Stormwater Improvements - Hillsborough County MCE, Civil Engineering, • Christina Watershed Outfak Improvements - Baffle Box- Polk County University of Florida, 2000 • Drew Park CRA Stormwater: Berm Analysis & Pond Liner Design - Hillsborough County BS, Civil Engineering, • Corkscrew Road Utility Relocation & Improvements - Lee County University of Florida,1999 • 127th Avenue Stormwater Improvements - Hillsborough County • Rivercrest Stormwater Management Area &Access Road - Hillsborough County • Jerry Smith Road Drainage Improvements - Hillsborough County YEARS' EXPERIENCE:40 REGISTRATION: RLA, Florida #840 EDUCATION: BS, Landscape Architecture, West Virginia University,1980 GREG DISERIO, RLA Londscope Design DN[JA Mr. Diserio serves DMJA as Vice -President, Landscape Architect, and Project Team Leader. His project experience rangesfrom small to regional, comprehensive, multi -phased projects with values above $4M. For this improvements project, Mr. Diserio provides experience in plant selection for projects in or near water storage facilities, including those for water quality treatment and filter marshes. As a subconsultant to AIM on the Jordan Marsh Water Quality Treatment Park, he assisted with preliminary designs, final design planting plans, and construction administration services. He will combine his expertise with that of 20-year-veteran and DMJA Landscape Architect, Jarod Prentice, RLA, to guide the AIM Team in proper plant selection for this site that is functional and low -maintenance for the County and aesthetically pleasing to all stakeholders. RELEVANT EXPERIENCE: • Moore Haven Canal -Glades County • Jordan Marsh Water Quality Treatment Park- City of Sanibel • Ten Mile Canal Linear Park Phases I, II, & III - Lee County • Lakes Park Master Plan Implementation - Lee County 0 a ti N O CL 0 a Q N O ti N as c J c m E V 2 a • Billy's Creek Filter Marsh - City of Fort Myers Packet Pg. 32 TAR % "ar CERTIFIED MINORITY BUSINESS ENTERPRISE 16.A.1.d ill= Co a r� U) 0 a 0 L. a 2 a N O Q1 ti N d Y C J C d s c� Q Packet Pg. 33 CERTIFIED MINORITY BUSINESS ENTERPRISE Although AIM is not a certified Minority Business Enterprise (MBE), our team includes State of Florida Office of Supplier Diversity certified MBE firms David M. Jones, Jr. and Associates, Inc. and Tierra, Inc. We are committed to assisting Collier County in the continued success of their supplier diversity efforts. Veteran Business Certification DAVID M. JONES, JR. AND ASSOCIATES, INC. Is certified under the provisions of 287 and 295.187, Florida Statutes, for a period from: 12/ 19/2019 12 / 19 /2021 donathaa R. Satter; Sg.—t}- Flmsda Depanmenc of SRa¢agement Senores Off iceaf Supplier Owve MANAGEMENT E PlanadewW5u e Tallahas;ee,FL32 SERVICES �u Of[— of Supplier Di,—,ty www Ams.myflaitla.cwn/ostl Minority Business Certification Tierra, Inc. Is certified underthe provisions of 287 and 295.187, Florida Statutes, for a period from: 10/22/2019 10/22/2021 i) j4 A, ` .lonachan R. Soccer. 5eaecarp Honda ➢eparcmwt of 16a¢agement Sen�ces �eParm.enr of Olficeaf SUPWia Oivesify MANAGEMENT Planad Way,Su Sn9 SERVICES Talla asee, FL3� �u Off eof Buppller Diva wwwd—m flnitla coml d Packet Pg. 34 - "4ipS,` 16.A.1.d TAB PAST PERFORMANCE ill= co a r� U) 0 a 0 L. a 2 a N O Q1 ti N d Y C J C d s c� Q Packet Pg. 35 PAST PERFORMANCE AIM's high level of quality and dedication is reflected in each of the projects that we have successfully completed to date. Our ability to efficiently utilize our resources, productively prioritize staff workloads, and effectively monitor project schedules place us ahead of the competition. For four decades, we have built a solid reputation for completing our assigned projects on or ahead of schedule, as well as within our clients' budgets. CLIENT: LA-MSID LOCATION: Fort Myers, FL COMPLETED (AIM Services): 2/2019 To detail our similar experience and provide appropriate references, we have selected past projects that had a scope similar to what is required for this Goodlette-Frank Stormwater and Ditch Improvement project. Whether it is the scope, time constraints, funding requirements, processes, or a combination of these elements, these projects and associated references demonstrate our ability to provide the requested services. AIM CONTRACT: $47K (Design & Survey) CONSTRUCTION AMOUNT: $732K (estimated - Constructed by Client) CHANGE ORDERS: 0 • ••� rin Bank Stabilization for a Steep Ditch ificant Drainage Conveyance PROPOSED TEAM MEMBERS ON THIS PROJECT: Steve Neff, PE; Ben Bledsaw, PE; Daniel Schroeder, PE; Ron Kerfoot, PE, PSM; Darren Townsend, PSM AIM was responsible for surveying, design, and construction inspection of this Natural Resources Conservation Service (NRCS) Hurricane Irma grant - funded project in an accelerated time frame. As a result of Hurricane Irma, the bank of Canal 46-16- 2 (Colonel Cana[) had been washed out at select locations. Canal flow was affected by sediment from the embankment slope sloughing into the canal and thereby also posing a flooding risk to adjacent houses. To remedy this situation the sedimentation in the bottom of the canal was removed, the canal banks were re -graded and stabilized, and 2,400LF of Rexamat, non -woven filter fabric and rip rap were placed on the locations of the canal with the erosion issue (west and south embankment) to prevent sedimentation from occurring again and reducing potential flooding. Packet Pg. 36 CLIENT: LA-MSID LOCATION: Lehigh Acres, FL COMPLETED (AIM Services): 4/2021 AIM CONTRACT: $710K (Design, Permitting, & Construction Services) CONSTRUCTION AMOUNT: $16.7M CHANGE ORDERS: 0 PROPOSED TEAM MEMBERS ON THIS PROJECT: Steve Neff, PE; Ben Bledsaw, PE; Daniel Schroeder, PE; Ron Kerfoot, PE, PSM; Darren Townsend, PSM; DMJA This multi -phase project involved design and permitting for the creation of treatment wetlands to provide water quality treatment and additional surface water storage capacity in the LA-MSIDAble Canal (Orange River) basin for large storm events. The 206-acre multi -purpose use parcel serves as a reservoir and treatment wetland known as the West Marsh Preserve. The Preserve is adjacent to and is now a part of the existing Hams Marsh Water Management Area (WMA), a 578-acre facility that provides flood control and water quality improvement for drainage to the Orange River, which runs through the West Marsh parcel. The project also creates lakes, expands wildlife habitats, and provides improvements for passive recreational opportunities, including guided interpretive tours, bird watching, bicycling, hiking, and (non -motorized) boating. ' ' • • •MR= ' ' Reduce Flooding Stormwoter Modeling Included Slope Protection for Drainage at Structures as well as within the Orange River Permitting w/Multiple Agencies Maintenance Access Design Water Quality Treatment Water ContrQ1 Structure & Slope Stabilization at This multi -phase project involved design and permitting for the creation of treatment wetlands to provide water quality treatment and additional surface water storage capacity in the LA-MSID Able Canal (Orange River) basin for large storm events. The 206-acre multi -purpose use parcel serves as a reservoir and treatment wetland known as the West Marsh Preserve. The Preserve is adjacent to and is now a part of the existing Harns Marsh Water Management Area (WMA), a 578-acre facility that provides flood control and water quality improvement for drainage to the Orange River, which runs through the West Marsh parcel. The project also creates lakes, expands wildlife habitats, and provides improvements for passive recreational opportunities, including guided interpretive tours, bird watching, bicycling, hiking, and (non - motorized) boating. AIM was responsible for providing the necessary design and permitting services, including topographic surveying and the creation of a Digital Terrain Model (DTM), environmental assessment, hydraulic modeling of the system in conjunction with the existing Harns Marsh facilityto optimize operation and performance, as well as determine control structure details. The hydraulic modeling focused on peak stage reduction in storm events and increasing dry season water levels. Permitting and coordination activities were required through the SFWMD, USFWS, and USACE. a AIM also provided construction phase services, including final and post -design, for the project that was constructed in three phases to accommodate beneficial coordination with FDOT and grant funding. Packet Pg. 37 CLIENT: Hendry County rDitch ' ' •' LOCATION: NW Hendry County, FL ntrol/Reduce Flooding COMPLETED (AIM Services): 9/2014 (Design & Related Services) pe Protection AIM CONTRACT: $395K (Survey, Modeling, Design, & Permitting) terModeling CONSTRUCTION AMOUNT: $3.5M estimated Extensive Permitting w/Multiple Agencies (Grant recently awarded, construction NTP TBD) Addresses Maintenance Access CHANGE ORDERS: 0 PROPOSED TEAM MEMBERS ON THIS PROJECT: Steve Neff, PE; Ben Bledsaw, PE; Daniel Schroeder, PE; Ron Kerfoot, PE, PSM; Darren Townsend, PSM This project, as part of the Caloosahatchee River Watershed Protection Plan, is to reduce localized flooding experienced during and after storm events and to improve the water quality of stormwater runoff being discharged from the County Line Ditch (CLD). CLD is a conveyance ditch that is located adjacent to or straddles the Hendry/Lee County line from the Four County Corners (Lee, Hendry, Charlotte, Glades) south to the Caloosahatchee River (C-43 Canal). The first phase of the improvements included the 3+/- miles north of CR 78 to south of the Glades County Line. AIM implemented improvements to the CLD to reduce peak flood stages, provide additional water quality treatment, and improve the hydrology of wetlands along the CLD corridor. The improved ditch section design includes the existing ditch enhanced with a wide, vegetated flow way to convey higher flows and provide additional storage and water quality treatment. Weir structures were added into the CLD to control flow rates, increase storage for water quality treatment along the vegetated flow way, and to increase the hydroperiod of local wetlands draining to the CLD. Professional services included design, engineering, and permitting services, as well as hydraulic modeling, geotechnical exploration, surveying, and environmental assessments. Survey services included control survey, locating county boundaries, and wetland delineation. With a grant recenity awarded to the County, a draftscope and fee are being finalized for AIM review in anticipation of providing post -design services for the construction phase. a Packet Pg. 38 CLIENT: G[ades County LOCATION: Lake Okeechobee, FL DATE COMPLETED (AIM Services): 5/2017 CONTRACT AMOUNT: $1.4M (Design, Permitting, & Ph I Construction) CONSTRUCTION AMOUNT: $13M (Ph I; Remainder Awaiting Funding) CHANGE ORDERS: 0 PROPOSED TEAM MEMBERS ON THIS PROJECT: Daniel Schroeder, PE; Ron Kerfoot, PE, PSM; DMJA AIM provided design, survey, mitigation, permitting, and construction phase services on this high -profile project for the widening and deepening of approximately seven miles of the Moore Haven Canal. The project serves to enhance the water quality and overall ecology of the western marsh within Lake Okeechobee. To minimize adverse impacts to the surrounding ecosystem, AIM developed options such as limiting dredge and fill activities to previously disturbed areas; thereby avoiding higher -quality wetlands. The design also included removal of the existing upland spoil dike, along the westerly edge of the canal, to allow for enhanced water circulation within the marsh and utilizing the spoil material to enhance the existing easterly spoil berm and create a scenic linear park. The parallel, seven -mile long, nature facility is accessible by boat and includes boat landings with Americans with Disabilities Act (ADA) accessible floating ramps to accommodate the extreme water level changes of Lake Okeechobee, a hiking/biking trail, waterless restroom facilities, maintenance storage facilities, picnic shelters, an elevated observation tower, solar lighting, and several elevated pedestrian/light vehicle bridges. Openingsthrough the parkwere designed with strategic placement in mind to enhance flushing and water quality in the easterly expanse of the marsh and were bridged to allow the pass -through of small boats and provide continuous pedestrian access for hikers. Educational environmental signage and display areas for the Seminole Indian Tribe, SFWMD, and the Audubon Society are also strategically located along the trail. AIM was also responsible for obtaining the ERP and conducting an environmental assessment and protected species survey of the western marsh to document existing site conditions. Quantitative and qualitative analysis of the wetlands and proposed impacts to both the wetlands and listed species was conducted. Additionally, AIM's subconsultant, DMJA, developed mitigation options that included establishing planted littoral zones along the side slopes of the Canal and Pig Trail to enhance water quality, establishing planted wetland scrub/shrub to enhance Snail Kite habitat, and restoring wetlands through the removal of torpedo grass and re -vegetating with native wetland species. Additional enhancements included the incorporation of native landscaping that provides both visual and solar relief to park patrons was incorporated throughout. Packet Pg. 39 CLIENT: Lee County Conservation 20/20 LOCATION: Fort Myers, FL DATE COMPLETED (AIM Services): 3/2018 AIM CONTRACT: $222K (Design & Permitting) CONSTRUCTION AMOUNT: Project Awaiting Funding CHANGE ORDERS: 0 PROPOSED TEAM MEMBERS ON THIS PROJECT: Steve Neff, PE; Daniel Schroeder, PE; Ron Kerfoot, PE, PSM This project involves implementing restoration activities within the Wild Turkey Strand Preserve (WTSP) to reclaim agricultural lands to ultimately restore and enhance wetlands. Due to man-made alterations and influences, drainage and surface water patterns in and around WTSP have increased potential wet season flooding of local residents to the west of the WTSP. As part of a recent effort, Lee County performed agricultural ditch maintenance within the WTSP to improve north -south conveyance through the Preserve and to reducethe volume of surface water that gets forced west toward Rod and Gun Club Road. The results of the maintenance activities by the County are currently being monitored and comprehensive restoration activities for WTSP are underway. AIM'sscope of workforforthe design and permitting phase included investigation of existing site conditions, topographic surveying, various environmental assessments, and surface water analysis to then prepare plans, documents, and permit applications for proposed restoration enhancements to the abandoned agricultural fields within WTSP. Upong funding, AIM will assist the County with the bidding and construction phase, which is expected to take approximately four months. The enhancements are anticipated to include wetland flow ways, ponds to provide dry season refugia, and uplands. The enhancements will be designed to allow for north -to - south surface water flow to reduce flow that is currently forced west and redirect through the created and restored ecosystems. Also, the design will be configured to maintain suspected inflows from the adjacent farm to the east of the WTSP. Improved Surface Water Conveyance & Reduced Flooding forAdjocent Property Owners LVA Extensive Permitting w/Multiple Agencies LVA Water Quolity Treatment Packet Pg. 40 REFERENCES AIM is pleased to provide Collier County with the following references for ongoing or recent projects similar in size or nature to the project described herein. We encourage you to contact these references for proof of our excellent record of superior services. PROJECT: Buckingham Park Bank Stabilization NRCS LOCATION: Fort Myers, FL CLIENT/CONTACT: LA-MSID/Mike Cook, CDM, Assistont District Monoger PHONE NUMBER: 239.292.7491 FAX NUMBER: 239.358.5412 EMAIL: mcook@la-msid.com PROJECT: West Marsh Preserve Design & Permitting LOCATION: Lehigh Acres, FL CLIENT/ CONTACT: LA-MSID / David Lindsay, DistrictManoger PHONE NUMBER: 239.368.0044 FAX NUMBER: 239.358.5412 EMAIL: dlindsay@la-msid.com PROJECT: Four Corners MSBU Drainage Improvements LOCATION: NW Hendry County, FL CLIENT / CONTACT: Hendry County / Shane Parker, PE, Public Works Director PHONE NUMBER: 863.675.5222 FAX NUMBER: 863.674.2941 EMAIL: sparker@hendryfla.net PROJECT: Moore Haven Canal Dredging/ Moonshine Marsh Overlook Park LOCATION: Lake Okeechobee, FL CLIENT / CONTACT: Glades County / Archie Branch, Public Works Director PHONE NUMBER: 863.946.0771 FAX NUMBER: 863.946.1936 EMAIL: abranch@myglades.com PROJECT: Wild Turkey Strand Preserve Agricultural Field Restoration LOCATION: Fort Myers, FL CLIENT / CONTACT: Lee County Conservation 20/20 / Hanna Joergens, Land Stewardship Coordinator PHONE NUMBER: 239.707.3325 FAX NUMBER: N/A EMAIL: hjoergens@leegov.com Packet Pg. 41 Collier County Administrative Services Department Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: 21-7902 — Goodlette-Frank Stormwater & Ditch Improvements (Section B) Reference Questionnaire for: AIM Engineering & Surveying, Inc. (Name of Company Requesting Reference Information) Steve Neff PE (Name of Individuals Requesting Reference Information) Name: Mike Cook, CDM, Assistant District Manager Company: LA-MSID (Evaluator completing reference questionnaire) (Evaluator's Company completing reference) Email: mcook@la-msid.com FAX: Telephone: 239.292.7491 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: Buckingham Park Bank Completion Date: February2019 Stabilization NRCS Project Budget: $47K (Survey & Design) Project Number of Days: 249 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 Packet Pg. 42 Collier County Administrative Services Department Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: 21-7902 — Goodlette-Frank Stormwater & Ditch Improvements (Section B) Reference Questionnaire for: AIM Enaineerina & Survevina, Inc. (Name of Company Requesting Reference Information) Steve Neff PE (Name of Individuals Requesting Reference Information) Name: David Lindsay, Public Works Director Company: LA-MSID (Evaluator completing reference questionnaire) (Evaluator's Company completing reference) Email: FAX: 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 finn/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: West Marsh Preserve Project Budget: $71 OK (Design, Permitting, & ConstructionServices) Completion Date: March 2021 Project Number of Days: 2,846 (9 Client -Initiated Purchase Orders) 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 Packet Pg. 43 TAB3 coi[ier County Adri nistrative Seances Department Pmarement Services Ormion Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: 21-7902 — Goodlette-Frank Stormwater & Ditch Improvements (Section B) Reference Questionnaire for: AIM Engineednq & Survevinq, Inc. (Name of Company Requesting Reference Information) (Name of Individuals Requesting Reference Information) Name: Shane Parker, PE, Public Works Director Company: Hendry County (Evaluator completing reference questionnaire) (Evaluator's Company completing reference) net FAX: Telephone:863.675.5222 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 I to 10, with 10 representing that you were very satisifed (and would hire the firm individual again) and l representing that you were very unsatisfied (and would never hire the ftrm/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: Four Comers MSBU Completion Date: _September 2014 Drainage Improvements Project Budget: $395K Project Number of Days: 673 (Survev. Modelina. Design & Permittinal Item Criteria Score must be completed I Ability to manage the project costs (minimize change orders to scope). 10 2 Ability to maintain project schedule (complete on -time or early). f 0 3 Quality of work. Id 4 Quality of consultative advice provided on the project. IU 5 Professionalism and ability to manage personnel. to 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. I V 9 Ability to follow contract documents, policies, procedures, rules, regulations, etc. I 0 10 Overall comfort level with hiring the company in the future (customer satisfaction). 10 TOTAL SCORE OF ALL ITEMS j t7 v U) a m r` Packet Pg. 44 Collier Couvity Administrative Services Department Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: 21-7902 — Goodlette-Frank Stormwater & Ditch Improvements (Section B) Reference Questionnaire for: AIM Enaineerina & Survevina. Inc. (Name of Company Requesting Reference Information) (Name of Individuals Requesting Reference Information) Name: Archie Branch, Public Works Director (Evaluator completing reference questionnaire) Email: abranch@myglades.com FAX: Company: Glades County (Evaluator's Company completing reference) 863.946.0771 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 frm/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: Moore Haven Canal Dredging (Moonshine Marsh Overlook Park) Project Budget: $1.4M (Design, Permitting, & Ph Construction Services) Completion Date: May 2017 Project Number of Days: 382 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 Packet Pg. 45 collier county Administrative Services Department Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: 21-7902 — Goodlette-Frank Stormwater & Ditch Improvements (Section B) Reference Questionnaire for: AIM Engineering & Surveying, Inc. (Name of Company Requesting Reference Information) Steve Neff PE (Name of Individuals Requesting Reference Information) Name: Hanna Joergens, Land Stewardship Coordinator Company: Lee County Conservation 20/20 (Evaluator completing reference questionnaire) (Evaluator's Company completing reference) Email: hjoergens@leegov.com FAX: Telephone: 239.707.3325 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: Wild Turkey Strand Preserve Completion Date: March 2018 Agricultural Field Restoration Project Budget: $222K (Design &Permitting) Project Number of Days: 760 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 Zoo Packet Pg. 46 ADDITIONAL SIMILAR EXPERIENCE The belowchart notes some ofAIM's experience on projects with similarscope itemsforboth the County and other clients YMCA Road Water Main Abandonment/ Replacement Design, Permitting, & Construction Services le--r CoH�l Immokalee Road Pedestrian Crosswalk Improvements Study Corkscrew Road Safety Improvements Design & Construction Services Mercantile Avenue Roadway & Drainage Improvements Naples Manor Sidewalk LAP Design Project New Market Road LAP CEI Sidewalk Improvements Freedom Park Bypass CEI Ditch Improvements Airport Pulling Road Improvements CEI Services White Boulevard Design & Construction Phase Services Golden Gate City Water Main Interconnect Constuction Services Airport Pulling Road Survey & SUE Services SR 82 & Corkscrew Road Safety Improvements CEI Services Hazel Road / North Road Safety Improvements Survey, Design, & PIO Services CITY OF CAPE CORAL City of Cape Coral Stormwater Master Plan, Phase II Northwest Filter Marsh Feasibility Study North 2 Utilities Extension Project (UEP) Stormwater Modeling Hancock Bridge Parkway Water Main Abandonment CITY OF FORT MYERS Manuels Branch Watershed Improvement Alicia Street/ Market Street Utilities Improvements AlcazarAvenue/ Barcelona Avenue Neighborhoods Aging Infrastructure Replacements CITY OF SANIBEL Jordan Marsh Water Quality Treatment Park Design & Permitting VILLAGE OF ESTERO River Ranch Road Maintenance Activity to Improve Wash -Out Conditions HENDRY COUNTY Forrey Drive & Lewis Boulevard Road Resurfacing & Drainage Improvements LA-MSID Weir S-H-2 Replacement Design Services LEE COUNTY Southern Lee County Flood Mitigation Plan Lakes Regional Park Restoration North Fort Myers Channel Dredging for Gulf Acres Post Irma Flooding Analysis SunsetCove Channel Dredging Three Oaks Parkway South Outfall Yellow Fever Creek Restoration —Division ofNoturol Resources SFWMD I Cypress & Curry Canals Topographic & Hydrograpic Survey Miller & C-1 Connector Canals R/W, Topographic, & Hyd SWFWMD Lake June -In -Winter Watershed Protection Study Tsala Apopka Golf Course Structure Modification FDOT DISTRICT ONE I SR 80 Shared -Use Path Drainage Design phic Survey Packet Pg. 47 TAR 4 �'"'ar'.PROJECT APPROACH, WILLINGNESS TO MEET TIME &BUDGET REQUIREMENTS I Packet Pg. 48 PROJECT APPROACH, WILLINGNESS TO MEET TIME & BUDGET REQUIREMENTS UNDERSTANDING. AIM has performed a complete walkthrough of the project limits and reviewed the County's RPS and corresponding studies, including the Pine Ridge Subdivision Stormwater Feasibility Study (RWA Engineering, November 2017) and Collier County H & H Assessment Pine Ridge Watershed (Atkins, March 2014). The goal of this project is to improve drainage of the Pine Ridge subdivision through modeling and to improve the conveyance capacityof the Goodlette-Frank Ditch. Due to limited R/W, steep bank slopes and bank stabilization methods are required. The west bank requires special aesthetic and maintenance functional attention. APPROACH. With the County's desire for a quick project completion, the AIM Team will begin the project with concurrent work efforts in Survey/SUE, Geotechnical Investigation, and Modeling. SURVEY / SUE. Our in-house survey and SUE teams will get started immediately, as no subcontractor agreement coordination is required. The topographic survey integrating 3-D modeling will be utilized for design development. This project is a good candidate for our terrestrial LiDAR scanning capability, which can accurately depict project limits in terms of existing walls/ fences, utilities, streetlights, powerlines, tree canopies, and other information needed to perform design. Our team will use innovative geophysical prospecting tools, such as multi -frequency Ground Penetrating Radar (GPR) to electromagnetically locate pipes and cables. As we believe accurately locating underground utilities adjacent to the Goodlette-Frank Ditch is essential to this project's success, our in-house Hybrid Survey/SUE crews will utilize ourvacuum excavation system to verify precise positions of underground utilities appearing to conflict with the design, which results in cost and time savings during the construction phase. From our preliminary field investigation, a reuse waterline, street lighting conduit, storm drain piping, stormceptor systems, and a large watermain (currently being constructed) are present. GEOTECHNICAL INVESTIGATION. Steep ditch slopes are anticipated asthe limited R/W reducesthe opportunity to significantly expand the ditch cross-section through gradual slope that are less prone to erosion, sloughing, and instability resulting from seepage forces. As the stability of the ditch slopes are critical to successful long- term functionality, our geotechnical engineering partner (Tierra) will aid in design efforts. The team will perform subsurface exploration along the ditch to identify subgrade characteristics of soils along the project alignment consisting of Standard Penetration Test (SPT) borings, hand auger borings, and piezometer installation and readings to characterize the water table. Based on a review of the USDA NRCS Soil Survey along the ditch limits, the pre -development seasonal high groundwater (SHGWT) levels are shallow and anticipated to be within 6" of natural pre -development grades. The surficial soils along the project alignment are reported to predominantly consist of sandy soils to about 4' to 5' below natural grade underlain by clayey soils. Bedrock may be encountered as shallow as 5' below grade intermittently along the ditch alignment. Based on our experience in this part of the county, shallow bedrock is commonly referred to as "caprock" and its presence and consistency are variable. Identifying site -specific soil and material types will be critical in developing the design/typical section. Upon completion of field work, the design team will coordinate on proposed methods of channel capacity improvement and geotechnical evaluations, including recommendations for slope stabilization measures. Cost- effective options that minimize maintenance activities will be built into alternatives evaluated. As an increase IL r� ti Ta U) 0 0. 0 L a. Q N O ti N as c J c as E 0 M a Packet Pg. 49 in channel velocities can often erode the ditch bottom, our team will also advise on the need for ditch bottom reinforcement. A geotechnical report will summarize explorations performed, subsurface conditions present, and our geotechnical recommendations to guide design and construction. We understand the County recently constructed a "pilot program" along the west bank of Goodlette-Frank Road ditch between Granada Boulevard and Pompei Lane. Design plans for this included a "HydroTurf" product anchored by Gripple TLA4 percussion anchors. Side slopes were planned at 1.75 Horizontal to 1 vertical. A review of the pilot program geotechnical report indicates percussion anchors were installed. Based on our experience with similar projects, erosion/stabilizing improvement options are likely to included flattening slopes (where R/W allows), Gabion Baskets, Fabriform, Geoweb, Articulated Blocks, Geosynthetic Reinforced Soils, and HydroTruf/Flexamat options with anchors. MODELING. Our partner (ATM) from the Southern Lee County Flood Mitigation Plan will provide modeling expertise in developing design alternatives for an improved and adequate flood protection level of service. This ditch section accepts and conveys stormwater runoff from all watershed areas identified in the study conducted by RWA Engineering and Atkins' report. Existing and proposed conditions with conceptual future improvements within Pine Ridge will be evaluated and considered. Previously prepared modelswill be reviewed, includingthe ICPR model (evaluating flood improvement alternatives in the Pine Ridge Subdivision) and SWMM model (analyzing the Pine Ridge Ditch, Canal, and associated watershed as part of the canal's downstream -most weir replacement consideration). Both will serve as base models for this study modified as needed to evaluate and test flood protection level -of -service of developed alternatives. The parameterization of the two models will be compared to current conditions for land -use characterization and representation of the conveyance system. Field reconnaissance and aerial photographs will determine where changes in land use, particularly impervious surface changes, have occurred since the base models were developed. Hydrologic parameters, including curve number(CN) and timesofconcentration (Tc)willbechanged as required to reflect current conditions. Results of field survey will be compared to geometric representation of the conveyance system in the models. The topographic field survey will include existing cross -drains, intercepting ditches,andside-drainstoprovidethebest data for existing conditions. Modifications to hydraulic parameterization, including materials, geometric representation, Manning's 'In" values, and conditions related to apparent level of maintenance will be incorporated into the models. Incorporation of parameter changes to hydrologic and hydraulic components will result in "existing" conditions models. Depending on the level of changes, the SWMM model may need to be recalibrated if suitable hydrologic data is available. This data would likely be obtained from the SFWMD DBHYDRO data base. Simulations using the 25-year, 3-day storm event will then be performed in preparation for assessment of design alternatives. The constructed models will be used to support design of alternatives to improve flood protection level -of - service. This is anticipated to be an iterative process in which developed alternatives are implemented in the models to evaluate effectiveness in reducing flooding. Adjustments will be made to design alternatives to optimize flood protection capabilities within existing physical constraints. Effectiveness of developed flood -improvement alternatives will be evaluated and presented using tabular and graphical tools. This would include comparisons of hydraulic grade lines and flood inundation mapping. In addition to sizing the ditch, AIM will look at piped sections of the ditch where sidewalk accesses Goodlette-Frank Road across from Orange Blossom Drive, and where Carica Drive crosses near the north end of the project. It may also be beneficial to evaluate the pipe under Vanderbilt Beach Road, as previous modeling indicated a possible restriction. Our approach will also address potential impacts to downstream flood elevations. PRELIMINARY DESIGN REPORT. Our design process will then progress with the development of a Preliminary Design Report. From our experience, AIM recommends this step to obtain County buy -in of design details early in the process to allow for focused design efforts, expedited review times, and a finished product that the County will be proud to own and maintain. This report will include a summary of applicable Survey/SUE outcomes, geotechnical finding, modeling recommendations, and the following details: 1. TYPICAL DITCH SECTION. Including the evaluation of conveyance, slope stability, initial and ongoing costs, ease of inspection and maintenance, maintenance equipment needs, and aesthetics. co IL r� LO LO ti Ta U) 0 0. 0 a` Q N 0 CD ti N as c c as E z M Q Packet Pg. 50 Conve-once Cross Section & Alternative Slope Treatment Methods. Data obtained from our initial work efforts will guide the design of the optimal conveyance cross sections and slope treatment systems. Similar tasks were completed for the Buckingham Park Bank Stabilization and West Marsh Preserve projects. Ourteam performed an initial review of the HydroTurf Slope Stabilization pilot site and will include a detailed reviewas partof the preliminary design recommendation. The conveyance capabilities of various slope treatments, sidewalk replacements, and various pipe crossings will be analyzed. Ton of Bank / Border Treatment. As indicated in the RPS, the County is requesting engineering analysis, maintenance, and aesthetics. Thus, we have included landscape architectural firm, DMJA, to guide optimal buffer alternatives that are aesthetically pleasing, low maintenance, and mitigate impacts to slope treatments. Design recommendations will include a review of the border treatments currently installed by abutting residents and consideration for root barrier needs. Intersecting End Pipes. To allow for optimal hydraulic conveyance and reduced maintenance requirements, AIM will also provide design solutions to address end treatments for pipes intersecting the ditch section. From our preliminary field investigation, the end treatment of intersecting open ditches will also need to be addressed. 2. PRELIMINARY PERMITTING EVALUATION. AIM will coordinate early with SFWMD and other pertinent regulatory agencies. Modeling efforts will be an essential supportive tool in documenting that no downstream adverse impacts occur. Documenting water quality improvements will be beneficial in obtaining a permit. From our preliminary field assessment, the County -owned parcel at the southwest corner of Goodlette-Frank Road/Vanderbilt Beach Road is identified as a possible area for ditch overflow and corresponding stormwater treatment. 3. HIGH-LEVEL PRELIMINARY OPINION OF COST. Through our strong CEI staff and our sister construction company, ACC, AIM is uniquely capable of providing informed cost estimating. In addition to initial construction cost projections, AIM will evaluate on -going maintenance costs associated with the design alternatives. DESIGN & PERMITTING. Following the public meeting and completion of the Preliminary Design Report, AIM will move forward with design. AIM will prepare 30%, 60%, and 100%construction plans utilizing ourQA/QC program to produce consistent high -quality plan sets to reduce County review time. Early in this process, constructability reviews and cost -estimating will be provided by our in- house Vice President of Construction, Jadon Hull, PE, CGC. As part of design, Mr. Neff and our Landscape Architects will prepare a regular and long-term maintenance plan for the proposed design. Mr. Neff's background will prove invaluable as he was responsible for maintenance efforts as a Public Works Director for many years. Also guided the recommendation of the Preliminary Design Report, AIM will finalize permitting requirements for the unique and project -specific design. AIM has successfully permitted numerous projects with this approach and will coordinate with permitting agencies early in the process to avoid a lengthy redesign process. BIDDING SERVICES & CONSTRUCTION CONTRACT ADMINISTRATION. Our experience of controlling work through our stormwater-specific specifications minimizes ambiguities during the construction phase. Although the County is not requesting full CEI services, our in-house experts in construction -related services will work closely with the County's CEI firm or in-house staff to ensure a smooth construction phase. COMMUNITY OUTREACH & PUBLIC INTERESTS. AIM will consider community outreach and public interests from the project kickoff meeting with the County through project completion. The County indicated the need for this effort to anticipate four presentations. From our experience adjacent landowner feedback is recommended to be considered prior to the finalization of the Preliminary Design Report (at minimum). As the former Public Works Director of the City of Cape Coral, Steve Neff has extensive public involvement experience. Maggie Bruno also contributes 27 years of community outreach experience to supplement public interest efforts wherever needed. a Packet Pg. 51 i TA (g UO!108S ssuawanoidwl yo3la g jejemwjo;S 1ULUJ-81181PooJ Z06L-LZ Jo; Sd21 : LVG10 lesodOJd WIV ZO6L-�ZIP8lul-l] :3uaw43e»V W J W V C/3 V W 3 O a J W W J J W C-2 Z C-2 W Z O ''W^^ V� Q LL 1 W W J 0 ^O v I 0 o � c E c o a o al 'o c a w N -oc c c L O a ar a d v a, va a z Q w cE w t y v o C 3 U t� E o \� W �, c' 3 ; ; 3 p o 3 C o a vw v>- v H e o w W v c y c - H it O'er' a o E W OI c j N� N N c v y c d, O. p v y, N ;O ,n O p W n ISc F c a o 2 > A Q o d 3> T m U V L a a 0 a O o\ y G 0,o O C OI ¢ O 0 ID O o 0 L c U u c w a o C o a 0 U y U U y V U a G p. U Ot N L 7 (D a N 2 o W° Q p O 5 y t� O N O y a` l� ti¢ p 0 p Q p N= OC v p a p O cp I N N ci it It d U M U .O U d U M d U U N O CO -ON O -O N -O NNv N ' -O ,tip O ' NWc- c c U E O T ti0 v -p T-O ra Z O O E E O> O 0 N 76 v U -O c N O .� N N L > s O -O N d c6 � _ u O "N aO C O U L v- -o m;_ U O- 3 u s N C > c 3 -O N w N N m iJ y -O a� i"' v Eo N E N .— ,� d ate+ m N ov 0 (p C U O O- p O Q= y N O v= v Q -O E v M m y 0 O y O VO y Q Nvo a = 3 m.caa aup u N ' mW� =aOJ N d O'.Eao N 00 Q -T og a z 0� -0 >0~ E LO -OyU _ i 0- -0-0 a) 0w m V v ,�?T O } wW uCtOOD in a ? Z ° zu n E -0c oa WE� -p�-n '+_Uc-C' NO Z - Ov 0 L000 N. � y >O -_oO o ¢ u UN MNC W �O Et6 Vdm o WJ L_Qfl> VUNj d5 CO fm 'O 2 ♦Z- OL '-U �U OC N O_N Uv Dc -vNO =O- -p O txO _ a u !-6 toO JT ' W ac O 0.2{Ni .aO- D O O m c N mO O O W _ -6NO O 5 V -Q EO, O 2 E m p Ct V O .F NOU-m ca72i O O . m�N 0v clu p m uo � m O -6 Om m O O o 2 E V1 N N tm a v Y U a PROJECT MANAGEMENT. Throughout the life of this project, AIM is committed to maintaining open lines of communication with all stakeholders and providing regular progress reports with all members of the team. Our Project Manager, Steve Neff, PE, and Design Manager, Benjamin Bledsaw, PE, will work to ensure that regular communication remains a top priority. Internally, the communication abilitieswithintheAIMTeam areenhanced for this project given the bulk of the professional services will be provided though our in-house staff. Our internal use of the Axium Ajera Project Management and Advanced Accounting software allows our staff to stay continually informed of the project schedule and budget. We will meet regularly with the County to review project status, resolve any outstanding issues, and document decisions by preparing minutes to ensure clear communications are understood by all parties. Ben Bledsaw, PE, will conduct a weekly internal meeting, at minimum, to update the team on the project's standing regarding critical tasks, budget, and schedule. While all team members appreciate and understand the "big picture" of all tasks, each member will focus on their specific area(s) of responsibility, thereby improving each element of the project to meet the goal of the stormwater and ditch improvements. At AIM, we utilize various elements of communication to effectively collaborate with team members. Our primary form of internal collaboration is through virtual platforms, such as Microsoft Teams, that allow for screen sharing and more accurate/efficient sharing of information. This format also allows for relationship building through personal "face-to-face" interactions that may not otherwise be possible. MANAGING OVERALL COST OF THE PROJECT. AIM's experience in stormwater improvement projects translates into a skilled approach in providing cost-efficient designs that are economical to maintain. For this project, AIM's experience in both stormwaterand transportation projects provides an ideal fit to optimize the life -cycle cost and provide value -engineered stope stabilization solutions. The Preliminary Design Report is a tool that AIM will use to control the project costs and schedule. This "measure twice, cut once" approach ensures everyone is satisfied with the design approach. Our team's expert modeling capabilities will provide an optimized tool to assist in selecting high -quality conveyance sections with a low overall lifecycle cost. Quality constructability reviews can yield significant cost savings in the construction phase. Based on our strong background in CEI and support of our sister construction company ACC, AIM provides unparalleled constructability and cost estimating expertise. The conveyance section design will be tailored to address the ongoing maintenance issues unique to this specific project. As AIM maintains long-standing relationships with clients, we routinely review maintenance challenges that affect ongoing annual costs. In addition, Mr. Neff's numerous years overseeing similar long-term stormwater maintenance challenges will provide outstanding design guidance to reduce maintenance costs and access. As experienced on the SR 80 Shared -Use Path (SUP) Drainage Design for FDOT District One, we will integrate utility and transportation components early in the design process to avoid costly construction delays. For this project, AIM integrated utility considerations into the design of a large road -side ditch to greatly reduce the need for utility relocations during construction. Early utility coordination a [lows for conflicts to be addressed in the most cost-efficient manner. As this improvement project has the potential to include the replacement/upsizing of pipe crossing, along with the corresponding affected transportation and utility components, ourSR80SUP experiencewill prove beneficial. Additionally, the use of our SUE capabilities will allow the design team to make informed and accurate decisions. Due to the presence of the water reuse line, streetlighting conduit, and recently installed water main within the ditch R/W, knowing precisely where utilities are located will allow us to mitigate costly construction change orders. Packet Pg. 53 As another cost -control tactic, the AIM Team will provide timely responses to Requests for Additional Information from the Contractor. The longer it takes to provide a response or solution, the greater the risk for construction delaysand increased cost. Ourexperience in providingfield observation during the construction phase provides the Cou ntya proven track record for rapid assistance in reviewing field challenges. Most issues are proactively solved through an FOR Field Order, which mitigates potential change order impacts to project cost. On a recent design project for LA-MSID, a major water control structure (LA-MSID Weir S-H-2) failed due to erosion and structure undermining from high stormwater flows produced during Hurricane Irma. With AIM's assistance, LA- MSI Dsuccessfullyobtained a grantfortheweir's replacement from the NRCS. As part of the grant requirements and emergency nature of the project, the schedule was greatly accelerated. From initial project kickoff/surveying to final construction plans, AIM designed the weir replacement within a 3-month duration. The expedited project was then successfully permitted and constructed within a very aggressive post -design schedule with no change orders. The replacement weir included a fully automated multi - gate weir structure with remote telemetry capability. ACC aided in the timely selection of manufacturer components that were readily available, cost-efficient, and LA-MSID System compatible. FOCUS ON QUALITY. AIM's approach to every project begins with quality. Our focus on quality helps us to meet the budget needs and high -quality standards of our clients. Our dedicated QC Program will help us maintain the project schedule and reduce County review times. The QC Program will be applied to every document submitted to the County. As Project Manager, Steve Neff, PE, will ensure that all team members, including subconsultants, comply with the QC Program. The foundation of our QC Program is an extensive process of reviews performed by qualified personnel who are not directly involved in the completion of a task. Each deliverable will undergo our comprehensive checking procedure set forth in our QC Plan and illustrated below. ORIGINATOR CHECKER Agree ---►GREEN HIGHLIGHT Markup ---► RE Comment � ED 41W- ORIGINATOR If agrees with Markup, then BLUE CHECK next to markup If disagrees, then BLUE ' X' next to markup' "Originator will need to discuss first with Checker CADD to check for conformance to CADD standards YELLOW HIGHLIGHT all corrections Make new plot NVerify corrections vs, plot by HIGHLIGHTING blue check Make changes, if necessary New Plot with Original Markup back to Checker Ap- BACK CHECK Verify correct changes wither GREEN CHECK New markup, if necessary 10 RED New comments, if necessary ---* E0 CADD Corrections Needed? — Yes?■-- ll� Return to CADD No?mmm* Final Plot and Original Markup to Originator GC DOCUMENTATION Review for Submittal Scan & File QC Markups Email Quality Assurance Manager rQA DOCUMENTATION esponse Email to Originator ADAPTIVE TECHNOLOGY. Through the pandemic, we have successfully implemented changes in how we communicate with clients and complete projects, including the utilization of video conference platforms. These platforms allow for sharing of files, plans, documents, photos, videos, and for taking real-time notes as group discussions occur, all while attendees participate virtually. Although initially implemented due to the pandemic, we have found these changes to be time- and cost-efficient and have accordingly integrated them into our daily collaboration, both internally and externally, to allow our team to participate from the field, even providing real-time visual information via live streaming. a Packet Pg. 54 In summary, the team of personnel being proposed for this project was curated for the County based on our in-house and subconsultant capabilities to carry out our approach, experience and knowledge of the project elements, team member availability, and a dedication to our clients that strengthens our purpose of delivering projects that are not only functional, but meaningful and sustainable. We understand the requirements of this project and commit to providing cost-efficient and timely deliverables to the County. We thank you for your consideration and look forward to the opportunity to provide the County a successfully completed project. Packet Pg. 55 I "wr TAB s� y LOCATION Ir I Packet Pg. 56 LOCATION The AIM Team will be based out of our Fort Myers office, approximatly+/-45 minutes away from the project site. Our close proximity to the County's offices and the project site allows our team to respond immediately and economically to any County concerns and potential project issues that could affect the budget or project scheduling. r� 1 AIM HEADQUARTERS & � TEAM OFFICE LOCATION • Support Offices Clearwater .._, Si. P PROJECT LOCATION A FORT MYERS BEACH Orlando LWE Packet Pg. 57 TAB r r, I I .RECENT, 9 CURRENT,& PROJECTED WORKLOADS OF THE FIRM ill= I Packet Pg. 58 RECENT, CURRENT, & PROJECTED WORKLOADS OF THE FIRM AIM has evaluated our recent, current, and projected workloads and the availability of the assigned professional personnel. Based on the tables below, we are confident thatwe have sufficient resources and availabilityto allocate to this improvements project. We commit to assigning an adequate number of experienced personnel to this project so that the project is completed in a timely manner and that it exceeds industry quality standards. The anticipated availability of the key team members is shown on the this page and projected based on existing backlog, historical trends, and anticipated workload. Recent key hires and entry level staff are currently available to begin work. Our diversity of staff ranges from recent graduate entry level personnel to design professionals and technicians with 20 to 40+ years of experience. Our depth of resources allows us to mentor entry level staff while maintaining the focus and intent of a project. As staff transitions from projects that are nearing completion, full- time dedicated resources are on hand to service on this contract. As noted in previous tabs of this proposal, AIM and oursubconsultants have backup staffavailable, should additional resources be required. PROJECT Hancock Bridge Parkway Sidewalk Lee County Design is complete. Construction is underway. Miscellaneous Engineering Services Glades County USACE Moore Haven Canal permit monitoring. Tsala Apopka Golf Course Weir SWFWMD Design is complete. Project is bidding soon to complete construction during the 2021-2022 dry season. CR 721 Resurfacing Glades County Project is currently in design. The team is developing preliminary design options for portions of the road that are failing. Golden Gate City Outfalls Collier County Project is currently in design. Tidal Creek Evaluation Collier County AIM completed the first round of tidal waterway assessments. Multiple future assessments will occur surrounding major storm events. KEY TEAM MEMBER Steve Neff, PE Ben Bledsaw, PE ROLE Project Manager FIRM AIM AVAILABILITY 65% 65% Design Manager AIM Shawn Swets, PE Principakin-Charge AIM 45% Jadon Hull, PE, CGC QA Manager/ Construcability AIM 45% Daniel Schroeder, PE Design Modeling/Site Design AIM 75% Darren Townsend, PSM Survey Manager AIM 55% Ron Kerfoot, PE, PSM Utility Design / Survey QC AIM 65% Marty Morlan, PE Design QC Manager AIM 75% Maggie Bruno Public Involvement AIM 45% Robert Burleson, PE Modeling/Water Quality ATM 35% Mark Novak, PhD, PE Geotechnical / Soils Evaluation Tierra 40% Greg Diserio, RLA Landscape Design DMJA 15% 0 a LO LO ti �a 0 0. 0 L- a. Q N O Cn ti N a� c J c m E t 0 M a Packet Pg. 59 IF AWI, Al TAR1 �r " CERTIFICATIONS, LICENSES, _ �r ADDENDA, &FORMS I Packet Pg. 60 CERTIFICATIONS, LICENSES, ADDENDA, & FORMS AIM ENGINEERING & SURVEYING, INC. DEPARTMENT OF STATE CERTIFICATION State of Florida Department of State I certify from the records of this office that AIM ENGINEERING & SURVEYING, INC. is a corporation organized under the laws of the State of Florida, fled on June 18, 1990. The document number of this corporation is L80948. I further certify that said corporation has paid all fees due this office through December 31, 2021, that its most recent annual report/uniform business report was filed on January 27, 2021, and that its status is active. I further certify that said corporation has not filed Articles of Dissolution. Given under my hand and the Great Seal of the State of Florida at Tallahassee, the Capital, this the Twenty-seventh day of January, 2021 &4-0& Secretary of State Tracking Number: 1127004196CC To authenticate this certificate,visit the following site,enter this number, and then follow the instructions displayed. http s: //services.sunbiz.org/Filings/C ertificateOfstatus/CertificateAuthentication Packet Pg. 61 AIM ENGINEERING & SURVEYING, INC. E-VERIFY COMPANY PROFILE F�-- erify Welcome = MENU Tracy Levy Company Information Company Name AIM Engineering & Surveying, Inc. Company ID Number 147103 Doing Business As (DBA) Name DUNS Number Physical Location Address 1 2161 Fowler Street Address 2 Suite 100 city Ft Myers State FL Zip Code 33901 County LEE Mailing Address Address 1 Address 2 City Packet Pg. 62 AIM ENGINEERING & SURVEYING, INC. SUNBIZ CERTIFICATION 2021 FLORIDA PROFIT CORPORATION ANNUAL REPORT DOCUMENT# L80948 Entity Name: AIM ENGINEERING & SURVEYING, INC. Current Principal Place of Business: 2161 FOWLER STREET SUITE 100 FORT MYERS, FL 33901 Current Mailing Address: 2161 FOWLER STREET SUITE 100 FORT MYERS, FL 33901 US FEI Number: 65-0197775 Name and Address of Current Registered Agent: HULL, JERRON K 2161 FOWLER STREET SUITE 100 FORT MYERS, FL 33901 US FILED Jan 27, 2021 Secretary of State 1127004196CC Certificate of Status Desired: Yes The above named entity submits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida. SIGNATURE: Electronic Signature of Registered Agent Officer/Director Detail Title CHAIRMAN Name HULL, JAMES D Address 2161 FOWLER STREET SUITE 100 City -State -Zip: FORT MYERS FL 33901 Title T Name LEVY,TRACY Address 2161 FOWLER STREET SUITE 100 City -State -Zip: FORT MYERS FL 33901 Title VP Name FLYNN, BERNARD L III Address 2161 FOWLER STREET SUITE 100 City -State -Zip: FORT MYERS FL 33901 Title VP Name MARION, MICHAEL G Address 2161 FOWLER STREET SUITE 100 City -State -Zip: FORT MYERS FL 33901 Title S VP Name HULL, JADON D Address 2161 FOWLER STREET SUITE 100 City -State -Zip: FORT MYERS FL 33901 Title PRESIDENT, CEO Name HULL, JERRON K Address 2161 FOWLER STREET SUITE 100 City -State -Zip: FORT MYERS FL 33901 Title VP Name DONAHOO,SEAN Address 2161 FOWLER STREET SUITE 100 City -State -Zip: FORT MYERS FL 33901 Title VP Name SWETS, SHAWN D Address 2161 FOWLER STREET SUITE 100 City -State -Zip: FORT MYERS FL 33901 Continues on page 2 Date I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath; that I am an officer or director of the corporation or the receiver or trustee empowered to execute this report as required by Chapter 607, Florida Statutes; and that my name appears above, or on an attachment with all other like empowered. SIGNATURE: JERRON K HULL PRESIDENT 01/27/2021 Electronic Signature of Signing Officer/Director Detail Date Packet Pg. 63 AIM ENGINEERING &SURVEYING, INC. W-9 Form W— V (Rev. October 2018) Department of the Treasury Internal Revenue Service Request for Taxpayer Give Form to the Identification Number and Certification requester. Do not send to the IRS. ► Go to www.irs.goviFormY on your Income tax return). Name is required on AIM Engineering & Surveying, Inc 2 Business name/disregarded entity name, if different from above Instructions and the latest information. ): do not leave this line blank. M 3 Check appropriate box for federal tax classification of the person whose name Is entered on line 1. Check only one of the following seven boxes. a p ElIndividual/sole proprietor or El Corporation ❑� S Corporation El Partnership ❑ Trust/estate c single -member LLC ao .?-'P ❑ Limited liability company. Enter the tax classification (C=C corporation, S=S corporation. P=Partnership) ► `o g Note: Check the appropriate box in the line above for the tax classification of the single -member owner. Do not check c LLC if the LLC is classified as a single -member LLC that is disregarded from the owner unless the owner of the LLC is another LLC that is not disregarded from the owner for U.S. federal tax purposes. Otherwise, a single -member LLC the c is disregarded from the owner should check the appropriate box for the tax classification of its owner. S y ❑ Other (see instructions) No Q' 5 Address number, street, and apt. or suite no. See instructions. y ( p . ) Requester's name 2161 Fowler St. Suite 100 to I8 City, state, and ZIP code Dst account numbers) here Enter your TIN in the appropriate box. The TIN provided must match the name given on line 1 to avoid backup withholding. For individuals, this is generally your social security number (SSN). However, for a resident alien, sole proprietor, or disregarded entity, see the instructions for Part I, later. For other entities, it is your employer identification number (EIN). If you do not have a number, see How to get a TIN, later. Note: If the account is in more than one name, see the instructions for line 1. Also see What Name and Number To Give the Requester for guidelines on whose number to enter. 4 Exemptions (codes apply only to certain entities, not individuals; see instructions on page 3): Exempt payee code (if any) Exemption from FATCA reporting code (if any) (Apneaf eccpm maMmMedo tde ft us) 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 1 am no longer subject to backup withholding; and 3. 1 am a U.S. citizen or other U.S. person (defined below); and 4. The FATCA code(s) entered on this form (if any) indicating that I am exempt from FATCA reporting is correct. Certification instructions. You must cross out item 2 above if you have been notified by the IRS that you are currently subject to backup withholding because you have failed to report all interest and dividends on your tax return. For real estate transactions, item 2 does not apply. For mortgage interest paid, acquisition or abandonment of secured property, cancellation of debt, contributions to an individual retirement arrangement (IRA), and generally, payments other than Interest and dividends, you are not required to sign the certification, but you must provide your correct TIN. See the instructions for Part 11, later. Sign Signature of Here I U.S. person► General Instri Section references are to the Internal Revenue Code unless otherwise noted. Future developments. For the latest information about developments related to Form W-9 and its instructions, such as legislation enacted after they were published, go to www.irs.gov/FormW9. 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) Cat. No. 10231X Date 0� 02/05/2021 • Form 1099-DIV (dividends, including those from stocks or mutual funds) • Form 1099-MISC (various types of income, prizes, awards, or gross proceeds) • Form 1099-8 (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. If you do not return Form W-9 to the requester with a TIN, you might be subject to backup withholding. See What is backup withholding, later. Form W-9 (Rev. 10-2018) U) a ti Packet Pg. 64 AIM ENGINEERING & SURVEYING, INC. COI- GENERAL LIABILITY m c 0 as N E 0 L Q E m V 8 L d 3 E L 0 ++ U) L d d 0 /0 V N O O ti T N 12 a w a Packet Pg. 65 AIM ENGINEERING & SURVEYING, INC. COI - PROFESSIONAL LIABILITY m c 0 as N E 0 L Q E m V 8 L d 3 E L 0 ++ U) L d d 0 /0 V N O O ti T N 12 a w a Packet Pg. 66 AIM ENGINEERING & SURVEYING, INC. FDOT PRE -QUALIFICATION LETTER FD&T �l- Florida Department of Transportation RON DESANTIS 605 Suwannee Sheet KEVIN J. THIBAULT, P.E. GOVERNOR Tallahassee, FL 32399-0450 SECRETARY June 14, 2021 Sean Donahoo, Vice President AIM ENGINEERING & SURVEYING, INC. 2161 Fowler Street, Suite 100 Fort Myers, Florida 33901 Dear Mr. Donahoo The Florida Department of Transportation has reviewed your application for prequalification package and determined that the data submitted is adequate to technically prequalify your firm for the following types of work: Group 2 Project Development and Environmental (PD&E) Studies Group 3 Highway Design - Roadway 3.1 Minor Highway Design 3.2 Major Highway Design 3.3 Controlled Access Highway Design Group 7 Traffic Operations Design 7.1 Signing, Pavement Marking and Channelization Group 8 Survey and Mapping 8.1 Control Surveying 8.2 Design, Right of Way & Construction Surveying 8.4 Right of Way Mapping Group 10 Construction Engineering Inspection 10.1 - Roadway Construction Engineering Inspection 10.3 - Construction Materials Inspection 10.4 - Minor Bridge & Miscellaneous Structures CEI 10.5.1 - Major Bridge CEI - Concrete Group 13 Planning 13.5 Subarea/Corridor Planning 13.6 Land Planning/Engineering Your firm is now technically prequalified with the Department for Professional Services in the above referenced work types. The overhead audit has been accepted, and your firm may pursue projects in the referenced work types with fees of any dollar amount. This status shall be valid until June 30, 2022 for contracting purposes. A -".'I P.t.. Home/ Field Facilities Premium Reimburse Home Field Branch Overhead Capital Cost Overtime Actual Direct Direct Overhead of Money Expenses Expense Expense 164.08 % 113.34 % 0.338 % Excluded No 3.57% 16.53%* *Rent and utilities excluded from field office rate. These costs will be directly reimbursed on contracts that require the consultant to provide field office. Per Title 23, U.S. Code 112, there are restrictions on sharing indirect cost rates. Refer to Code for additional information. Should you have any questions, please feel free to contact me by email at carliayn.kell@dot.state.fl.us or by phone at 8504144597. Sincerely, Carliayn Kell Professional Services Qualification Administrator AIM ENGINEERING & SURVEYING, INC. FIRM & PERSONNEL PROFESSIONAL LICENSES Licensee Name: AIM ENGINEERING & License Number: 3114 SURVEYING, INC. Rank: Registry License Expiration Date: Primary Status: Current Original License Date: 02/23/1981 Related License Information License Status Related Party Relationship Relation Rank Expiration Number Type Effective Date Date 25453 Delinquent, HULL, JAMES DAVID Registry Professional 02/28/2021 Active Engineer 59365 Current, HULL, JERRON KAREY Registry Professional 02/28/2023 Active Engineer 1—oasanns, Governor 0 STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS O-F CHAPTER 471, FLORIDA STATUTES K HULL, JERRON KAREY 2161 FOWLER ST. FORT MYERS FL 33901 q LICENSE NUMBER: PES9365 EXPIRATION DATE: FEBRUARY 28, 2023 Always verify licenses online at MyFloridaLicense.com �FBPE tavi�n eons°oz t . Do not alter this document in any form. ❑� r This is your license. It is unlawful for anyone other than the licensee to use this document. Florida Depurtment of Agriculture and Consumer Services 'Jt Division of Consumer Services License No.: LB3114 Board of Professional Surveyors and Mappers 2005 Apalachee Pkway Tallahassee, Florida 32399-6500 Expiration Dale February26, 2023 Professional Surveyor and Mapper Business License Under the provisions of Chapter 472, Florida Statutes AIM ENGINEERING & SURVEYING INC 2161 FOWLER ST STE 100 n FORT MYERS, FL 33901-3902 f 1. f .1:21 �.c• *-tAl NICOLE "NIKKI" FRIED COMMISSIONER OF AGRICULTURE — is to cenify @at the professional surveyor and mapper —se name and add— are,h—above is licensed as required by Cbapla 472, Florida Snto- Packet Pg. 68 TAB 7 "M o� Dwane:. cwemo, AFBPE STATE OF FLORIDA BOARD OF 7!�FESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDERTHE PROVISIONS OF CCU-+HAPTER 471 FLORIDA STATUTES �S NEFF, STEVEN MICHAEL: 1210 SE VAN LOON TERR f CAPE CORAL FL 33990 EXPIRATION DATE: EBRUARY28,2023 Always verity licenses online at MyFloridaLicense.com Do not alter this document in any form. 0 e } This is your license. It is unlawful for anyone other than the licensee to use this document. on Desannr, 11,11, FBPE „a,,..�_ STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDERTHE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES WETS, SHAWN DAVID� 22348 PANTHER RUN COURT LAND O LAKES FL 34639 LICENSE NUMBER: PE60274 EXPIRATION DATE: FEBRUARY 28,2023 Always vedfy licenses on line at MyFI,ridaUCens c— o. , o Do not alter this document in any form. 0 This is your license. It is unlawful for anyone other than the licensee to use this document. Ron oesaouc eaver.w, FBPE STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER-HEREI NiIS,LICENSED UNDER THE PROVISIONS OFCRAPTER 471 FLCALA STATUTES EXPIRATION DATE: FEBRUARY 28,2023 Always verify licenses online a[ MyFlorid,lJ—rse.com O. O Do not alter this document in any form. 1. This is your license. It is unlawful foran � yone other than the licensee to use this document. Ron Des -. eovemo, FBPE STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDERTHE SSfOF CHAPTER 471, FLORIDA STATUTES PROVISIONS 1) BLEDSAW, BENJAMIN R.I 8802 FAWN RIDGE DRIVE L_ FORT MYERS FL 33912 U M&- 14 EXPIRATION DATE: FEBRUARY 28, 2023 Always verify licenses online at MyFloridaUcense.com o> i Do not alter this document in any form. 0 r s This is your license. It is unlawful for anyone other than the licensee to use this document. Ron Desaoe:, eo„emor FBPE STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDERTHE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES SCHROEDER, DANIEL WILLIAM 9791 LAS CASAS DRIVE FORT MYERS FL 33919 LICENSE NUMBER: PE78646 EXPIRATION DATE: FEBRUARY 28,2023 Always verify licenses online at MyFloridaLicense.com oWo Do not alter this document in any form. 0 This is your license. It is unlawful foranyone other than the licensee to use this document. Roe Des.mi:. eo.e,�o, u.,.ev ee:xears, s«,e:ary dbpr STATE OF FLORIDA ' DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD THE GENERAL CONTRACTOR HEREIN IS CERTIFIED UNDERTHE PROVISIONS OF CHAPTER 489 FLORIDA STATUTES HULL, JADON DWANE AIM CONSTRUCTION CONTRACTING. LLC 2161 FOWLER STREET SUITE 100 FORT MYERS FL 33901 LICENSE NUMBER: CGC3529703 EXPIRATION DATE: AUGUST 31, 2022 Always verify licenses online at MyFlmld,Uca,,,c,m 3 Do not alter this document in any form. Iwo This is your license. It is unlawful for anyone other than the licensee to use this document. Packet Pg. 69 TAB Roo Desaon:, eo.emo, STATE OF FLORIDA AFBPE BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDERTHE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES MORLAN, MARTY L `b 1225 WISCONSIN AVENUE HARBOR FL 34683 S��PAUM INDo This LI NIBNR: 6 EXPIRATION DATE: FEBRUARY 28, 2023 Always verify licenses online at MyFloddaUcense.com not alter this document in any form.ran is your license. It is unlayul foyone other than the licensee to use this document. Ron ne5��li.. Gwc.�or FBPE STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIOI)j NCINEER HEREIN IS LICENSED UNDERTHE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES 41 KERFOOT, RONALD E a? 1909 SE 1ST ST ;9 CAPE CORAL FL 33990 C_ LICENSE NUMBER: PE20768 EXPIRATION DATE: FEBRUARY 28, 2023 Always verify licenses online at MyFlorlddLlCense.com Do not alter this document in any form. Dlr This is your license. It is unlawful for anyone other than the licensee to use this document. Florida DeperMent 11 Agrirulture and Comumer Services "I DiAsi—fC?—t-Services License No.: LS6476 Board of Professional Surveyors and Mappers Ex /11� 2005 Apelachee Pkway Tallahass, Florida 32399fi500 pintionDate Febma ry28, 2023 Professional Surveyor and Mapper License Under the provisions of Chapter 472, Florida Slamles DARREN K TOWNSEND 4090 HORSE CREEK BLVD � ,, FORT MYERS, FL 33905-8305 n 1 t%fl U NICOLE'NIKKI" FRIED COMMISSIONER OF AGRICULTURE T6naw rl6a 61Rw uaul• pan ppe novemnaenaaaewssxsbown aboce is li— rcq by eba 12,FlwiaaS.— Florida Departmen!.f ASrieulmns and C?ms—Services Dirisi?n?"Coosunrer Bemires License No.: LS2994 11-nd?1Professional Survey?rs entl Mappers —5Apelachee Pkway Tallahassee, Florida 32399-6500 Expiation Date Febmary28,2023 Professional Surveyor and Mapper License Under the provisions of Chapter 472, Florida Statutes RONALD ESSEX KERFOOT 1909 SE IST ST CAPE CORAL, FL 33990-1349 n 1 l'A7 w NICOLE"NIKKI"FRIED COMMISSIONER OF AGRICULTURE vm,,,w«nnrua, „ m,,, m�a Rw n�a,.m<ma,aaaa,ma,owa e—n baa.,ra RR by cmaar12. Dona. sawn,. Packet Pg. 70 APPLIED TECHNOLOGY& MANAGEMENT, INC. FIRM & PERSONNEL PROFESSIONAL LICENSES =612021 DBPR - APPLIED TECHNOLOGY & MGNT INC, RegWy naaNINaRNwr Licensee Details Umnae[ Inbmrtlan Name: At rm TECHNOLOGY R MGNT INC Main Add— 220E MW 40TH TERRACE GAI NEW[LLE Fladit 32MS County: ALACHUA Uc.nse Nailing: 2201 NW 407H TERRACE WINEW[I FL 32605 County' ALACHUA u�.nteLn�aron: Lk.- Inf—ati— U—se Type: Registry Rank: Registry U— N.rc — 4619 Statist: Current Ll�nsure Dam: 04/01/1967 p.pres: spedal Qua liflcatians Quatilicalion EMectl.e State of Florida Department of State 1 certrft- from the records of slut office dut APPLIED TECKNOLOGY A-N-D \1A\AGE.\fE\'T. IBC /a 3 cotpataum ae2nude ed under the Lit-, of the Stare of Flonda_ filed on March 27. 1994 The document number of thn cot"atiou n G93359 I funher ceady that wd corpolatron hat paid all krt due tint office duotiph December 31. 2021 dint tx at" recent armful report uniform butux— tepon n'at filed an Januart 11. 2021 and that its wmt n acme I funkier cent& that tud con"2trou bat not filed Anklet of Dnwlution Gary .adn — Ean/.a/ th, r..ry1 SH7 aflEl tryll Of rrIA�I al nn/Aa.fry. IAI CgMIa/, rE11 rb ErnrwrA Q n/Jiwwn, :I:1 Seurrion ujSmlr Ta.W.asr. iE6 �Mrar.rr-r d. ldb.er aa.r.r r4� .sMr. ud rE� /aRa. aae wn..e..i iW+.1 �i fil'f STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PPOPESSIONAL (NG+NEAR HtREIN N &1CMSE D UND(R IHE PR0ViS10N50PCHAPTER471 iLOUDASIATuTAS BURLESON. ROBERTWESLEY ... Ft reels A7IPIRArIDFt uArc cEeTRalwr ee. eaa� AN...s rw,r 4.wrs clA.r A MMbtli.w. ea. Do M br iWt A.naaw. r aal N.w i IlYthtQ 6tsr.MhuslawfJb»etoer aYry ll�.IN4s..rl In r.. err dw u.rra. Packet Pg. 71 DAVID M. JONES, JR. & ASSOCIATES, INC. FIRM & PERSONNEL PROFESSIONAL LICENSES Ron DeSantis, Governor Halsey Beshears, Secretary STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF LANDSCAPE ARCHITECTURE LICENSE NUMBER: LCC000063 EXPIRATION DATE: NOVEMBER 30, 2021 THE LANDSCAPE ARCHITECT BUSINESS HEREIN HAS REGISTERED UNDER THE PROVISIONS OF CHAPTER 481, FLORIDA STATUTES DAVID M JONES JR & ASSOC INC 2221 MCGREGOR BOULEVARD FORT MYERS FL 33901 �i_ err T +' ISSUED: 12/03/2019 Always verify licenses online at MyFloridaLicense.com Do not alter this documentin an form. This is your license. It is unlawful for anyone other than the licensee to use this document. State o f Florida Department of '.S'tute 1-11fs- from the records of du, Ali, r dlat APPLIED TECHNOLOGY AND \fA,\AGE.\fE\"T. L;C is a corpamon organised under the bins of the Stale of Fonda filed on March ' T 1994 The document number of du , corporation is G93359 1 ftuilsel ceruk that said corpoation has paid all fen due flats office duough December 31. 202I. that tts most recent amtu al report uniform businns teport %,a% filed on Jaal 11. 2021. and that its status it wtt%v 1 further centh- that said corporation has not filed Artxin of Dissohttion Grevm w.Ar car 6-4 aw/ the Garr Sw/ sfrha Sera f F6.A. car T 74an.e., rAa Cayd.l, rai, rkr E7mwrA 4i oJLwawn. a1a Secretary' of State 7.— •-_ --_ tires 6.lartneMews4wla+.1 MNtie.Mar•r..►..�.r tr.r- c ...,r .,.onan.- [ ...,r..r. S.rr.ta....a Ron DeSantis, Governor Halsey Beshears, Secretary STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF LANDSCAPE ARCHITECTURE LICENSE NUMBER: LA0000840 EXPIRATION DATE: NOVEMBER 30, 2021 THE LANDSCAPE ARCHITECT HEREIN HAS REGISTERED UNDER THE PROVISIONS OF CHAPTER 481, FLORIDA STATUTES � DISERIO, GREGORY JOSEPH o3a]i 4648 VARSITY CIRCLE „ LEHIGH ACRES FL33971 fi3ti•ti k ISSUED: 11/16/2019 Always verify licenses online at MyFloridaUtense.com Do not alter this document in an form. This is your license. It is unlawful for anyone other than the licensee to use this document. 0 SOUTH Rogim WATER MANAGEMENT DISTRICT REGISTERED VENDOR NO.: 113132 December 17, 2018 Mr. Greg Diserio, Vice President David M. Jones, Jr. and Associates, Inc CERTIFICATION EXPIRATION DATE 2221 McGregor Blvd. December 17, 2021 Fort Myers, FL 33901 Dear Mr. Diserio: Congratulations, the South Florida Water Management District (District) has recertified your firm as a Small Business Enterprise (SEE). This certification is valid for three (3) years and may only be applied when business is conducted in the following area(s): Professional Landscape Architectural Services Y.ursubmittal of bids or pr.p..ralr to supply other products ar services outride .frhe spxialry areas/ noretl above call( n.l count toward SBE p.wlclparfon. /fl'ou repuire cewificari.rt in other specie/ry areas, please c.nracl the Proeuremenr Bureau, SEE Section, for addition.! in/ormarion. Renewal is required every three (3) years and should be requested a minimum of 45 days prior to the above expiration date. If any changes occur within your company during the certification period such as ownership, affiliate company status, address, telephone number, licensing status, gross revenue, or any information that relates to your SBE Cezeation status, you must notify this office in writing immediately. It is imperative that we maintain current information on your company at all times. FAILURE TO REPORT CHANGES MAY RESULT /N DECERTIFICATION. Certification is not a guarantee that your firm will receive work, nor an assurance that your firm will remain in the District's vendor database. We look forward to a mutually beneficial working relationship. in rely, Jo � ern �t.un,.. Sr. ontrepliPr u. I t1491m- Curt Oub Rwd. Wert Palm Bexb. Flonda 334.E ('61J 6%b3m 1-a06632-3Jg5 Mvling Addww: P.O. Box 346B0, Wert Palm aorri, FL 33416-0680 wwws(wnW.gov Ron DeSantis, Governor Halsey Beshears, Secretary STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF LANDSCAPE ARCHITECTURE LICENSE NUMBER: LA6667459 EXPIRATION DATE: NOVEMBER 30, 2021 THE LANDSCAPE ARCHITECT HEREIN HAS REGISTERED UNDER THE PROVISIONS OF CHAPTER 481, FLORIDA STATUTES o rao PRENTICE, JAROD A 2221 MCGREGOR BLVDI�NA: FORT MYERS FL33901 EW.J. ISSUED: 11/16/2019 Always verify licenses online at MyFI.rid.Ucense.com Do not alter this document in an form. This is your license. It is unlawful for anyone other than the licensee to use this document Packet Pg. 72 TIERRA, INC. FIRM & PERSONNEL PROFESSIONAL LICENSES Licensee Details Licensee Infnrmatiast Name: STED]E, DAVID ANDERS (Primary Name) DIVERSIFIED PROFESSIONAL SERVICES CORPORATION; TIERRA INC (IDEA Name) Main Address: 2009 NANCY AVE LUTZ Florida 33548 County: HILLSBOROUGH License Mailing: LicenseLocat1 License Information License Type: Professional Gealogist Rank: PG License N—ber-. PG1944 status: Current,Adi— Licensure Date: 08/16/1996 Expires: 07131/2022 I o�oesam�:. co.emo, FBPE STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES NOVAK, MARC EDMOND 22601 CLIFFSIDE WAY LAND O' LAKES FL 34639 LICENSE NUMBER: PE67431 EXPIRATION DATE: FEBRUARY 28, 2023 Always verify licenses online at MyFloridaLi<ense.com 0, 0 Do not alter this document in any form. O < This is your license. It is unlawful for anyone other than the licensee to use this document. 11 oesam¢, co.e,11, STATE OF FLORIDA FBPE BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES FREDERICK, ERICK MATTHEW 1346 DRAGON HEAD DRIVE VALRICO FL33594 LICENSE NUMBER: PE63920 EXPIRATION DATE: FEBRUARY 28, 2023 Always verity licenses online at MyFloridaLio—ocom o .�o Do not alter this document in any form. O This I is your license. It is unlawful for anyone other than the licensee to use this document. r a Packet Pg. 73 ADDENDUM#1 DATED 6/4/2021 colpr co� AdrnbistraM Services Dmsm Proareaxmt Services Date: 6/4/2021 Email: Patrick.Boyle@colliercountyfl.gov Telephone: 239-252-8941 Addendum 1 From: Patrick Boyle, Procurement Strategist To: Interested Bidders Subject: Addendum 1 for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B) 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 Bid Opening to June 18ei 2021 at 3:OOPM If you require additional information please post a question on our Bid Sync (www.bidsvnc.com) bidding platform under the solicitation for this project. Please sign below and return a copy of this Addendum with your submittal for the above referenced solicitation. //4 � , 06/11/21 (Signature) Date AIM Engineering & Surveying, Inc. (Name of Firm) N a ti u7 r- n Packet Pg. 74 ADDENDUM#2 DATED 6/11/2021 Pdivnistraine Services Ltiision ProaxefrOA Ser WAS Date: 6/11/2021 Email: Patrick.Boyle@colliercountyfl.gov Telephone: 239-252-8941 Addendum 2 From: Patrick Boyle, Procurement Strategist To: Interested Bidders Subject: Addendum 2 for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B) 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 instruction form. If you require additional information please post a question on our Bid Sync (www.bidsvnc.com) bidding platform under the solicitation for this project. Please sign below and return a copy of this Addendum with your submittal for the above referenced solicitation. z/4' / . 06/11 /2021 (Signature) s Date AIM Engineering & Surveying, Inc. (Name of Firm) to a G' ti LO r` n Packet Pg. 75 16.A.1.d Cofiie-r 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) - http://dos.myflorida.com/sunbiz/ should be attached with your submittal. Vendor MUST be enrolled in the E-Verify - https://www.e-verify.gov/ at the time of submission of the proposal/bid. Form 3: Immigration Affidavit Certification MUST be signed and attached with your submittal or you MAY be DEEMED NON -RESPONSIVE E-Verify Memorandum of Understanding or Company Profile page should be attached with your submittal. Form 5: Reference Questionnaires form must be utilized for each requested reference and included with your submittal; if applicable to the solicitation. 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. 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. Any and all supplemental requirements and terms has been acknowledged and accepted, if applicable. Packet Pg. 76 ***UPDATED JANUARY 28, 2020*** 16.A.1.d CAr Comity ter, M 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 4th day of June , 2021 in the County of Lee _ , in the State of Florida Firm's Legal Name Address: City, State, Zip Code: Florida Certificate of Authority Document Number Federal Tax Identification Number *CCR # or CAGE Code *Only if Grant Funded Telephone: Email: Signature by: (Typed and written) Title: AIM EnLineering & Surveying. Inc. o 4- 2161 Fowler Street, Suite 100 N a Fort Myers, Florida 33901 i. v U) L80948 ea 65-0197775 Q. 0 L 5RN26 a 239.332.4569 N 0 rn sswets@aimengr.com Shawn Swets �49�' ' Vice President/Principal-in-Charge **q:pnAITI)JANI I Packet Pg. 77 Additional Contact Information 16.A.1.d Send payments to: AIM Engineering & Surveying, Inc. (required if different from Company name used as payee above) Contact name: Tracy Levy Title: Vice President / Treasurer Address: 2161 Fowler Street, Suite 100 City, State, ZIP Fort Myers, Florida 33901 Telephone: 239.332.4569 Email: tlevy@aimengr.com Office servicing Collier County to place orders (required if different from above) Contact name: Title: Address: City, State, ZIP Telephone: Email: a Packet Pg. 78 ***UPDATED JANUARY 28, 2020*** 16.A.1.d Coder County Ack NmArative services Depa tmrit Procurement Sennces DNm on 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. AIM Engineering & Surveying, Inc. Company Name Signature Shawn Swets, PE, Vice President/Principal-in-Charge Print Name and Title State of Florida County of Lee The foregoing instrument was acknowledged before me by means of N physical presence or ❑ online notarization, this 4th day of June (month), 2021 (year), by Shawn Swets a (name of person acknowledging). X P sonally Known OR Produced Identification Type of Identification Produced rOT1 Melissa Beckum (Print, Type, or Stamp Commissioned Name of Notary Public) �►�' Notary Public State of Fb6de Melissa Beckum * My Commission GG 212132 'a _ Expires 04/29/2022 to a ti v �a to 0 a 0 a Q N 0 rn N_ V d Y C J c d E t t� Q ***UPDATED JANl Packet Pg. 79 16.A.1.d c:oTl,�►� cou>Kty Ott Sanm Depxh e d Procurement Sermes DNr on 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 (https://www.e-veTif'y.gov/), at the time of the submission of the Vendor's proposal/bid. 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 Countv'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 y subsequent Amendment(s)) and agrees to comply with the provisions of the Memorandum of Understanding with E-Verify and to 0 provide proof of enrollment in The Employment Eligibility Verification System (E-Verify), operated by the Department of Homeland o Security in partnership with the Social Security Administration at the time of submission of the Vendor's proposal/bid. 0 N O AIM Engineering & Surveying, Inc. Company Name N Signature a W Shawn Swets, PE, Vice President/Principal-in-Charge Print Name and Title v Ln I State of Florida County of Lee The foregoing instrument was acknowledged before me by means of ® physical presence or ❑ online notarization, this 4th day of June (month), 2021 (year), by Shawn Swets (name of person acknowledging). �_W rn', (Signature of Notary Pu '�at�of da) Gonally Known OR Produced Identification Type of Identification Produced Melissa Beckum (Print, Type, or Stamp Commissioned Name of Notary Public) i� Notary Public State of Florida Melissa Beckum My Commission GG 212132 a n Expires 04/29/2022 Packet Pg. 80 � 16.A.1.d 10 01Lier C014"ty Administrative Services Department Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REOUIRED REFERENCE) Solicitation: 21-7902 — Goodlette-Frank Stormwater & Ditch Improvements (Section B) All completed Reference Questionnaires are provided under TAB 3: Past Performance Reference Questionnaire for: (Name of Company Requesting Reference Information) (Name of Individuals Requesting Reference Information) Name: (Evaluator completing reference questionnaire) Email: FAX: Company: (Evaluator's Company completing reference) T 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: Completion Date: Project Number of Days: Item Criteria Score must be completed) 1 Ability to manage the project costs (minimize change orders to scope). 2 Ability to maintain project schedule (complete on -time or early). 3 Quality of work. 4 Quality of consultative advice provided on the project. 5 Professionalism and ability to manage personnel. 6 Project administration (completed documents, final invoice, final product turnover; invoices; manuals or going forward documentation, etc.) 7 Ability to verbally communicate and document information clearly and succinctly. 8 Abiltity to manage risks and unexpected project circumstances. 9 Ability to follow contract documents, policies, procedures, rules, regulations, etc. 10 Overall comfort level with hiring the company in the future (customer satisfaction). TOTAL SCORE OF ALL ITEMS a Packet Pg. 81 ***UPDATED JANUARY 28, 2020*** 16.A.1.d FORM 6 IF APPLICABLE GRANT PROVISIONS AND ASSURANCES FORMS ARE PROVIDED IN SEPARATE PACKAGE AND MUST BE COMPLETED AND EXECUTED IN ITS ENTIRTY AND RETURNED WITH THE SUBMISSION OF THE BID/PROPOSAL. FAILURE TO DO SO MAY DEEM YOU NON- RESPONSIVE. Packet Pg. 82 ***UPDATED JANUARY 28, 2020*** 16.A.1.d CONFIRM ALL REQUIRED LICENSES AND FORMS ARE COMPLETED AND EXECUTED IN ITS ENTIRTY AND RETURNED WITH THE SUBMISSION OF THE BID/PROPOSAL. FAILURE TO DO SO MAY DEEM YOU NON- RESPONSIVE. Packet Pg. 83 ***UPDATED JANUARY 28, 2020*** Collier County Sol 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://ap_ps.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 Contractor/Vendor shall defend, indemnify and hold harmless Collier County, its officers and employees from any and all liabilities, damages, losses and costs, including, but not limited to, reasonable attorneys' fees and paralegals' fees, to the extent caused by the negligence, recklessness, or intentionally wrongful conduct of the Contractor/ Vendor or anyone employed or utilized by the Contractor/Vendor in the performance of this Agreement. 5. ® Automobile Liability $_1,000,000_ Each Occurrence; Bodily Injury & Property Damage, Owned/Non-owned/Hired; Automobile Included 6. ® Other insurance as noted: ❑ Watercraft $ Per Occurrence ❑ United States Longshoreman's and Harborworker's Act coverage shall be r maintained where applicable to the completion of the work. N $ Per Occurrence Jo 0 ❑ Maritime Coverage (Jones Act) shall be maintained where applicable to the completion of the work. $ Per Occurrence ti ❑ Aircraft Liability coverage shall be carried in limits of not less than $5,000,000 each occurrence if applicable to the completion of the Services under this Agreement. $ Per Occurrence ❑ Pollution $ Per Occurrence ® Professional Liability $ _1,000,000 Per claim & in the aggregate ❑ Project Professional Liability $ Per Occurrence ❑ Valuable Papers Insurance $ Per Occurrence ❑ Cyber Liability $ Per Occurrence ❑ Technology Errors & Omissions $ Per Occurrence 7. ❑ Bid bond Shall be submitted with proposal response in the form of certified funds, cashiers' check or an irrevocable letter of credit, a cash bond posted with the County Clerk, or proposal bond in a sum equal to 5% of the cost proposal. All checks shall be made payable to the Collier County Board of County Commissioners on a bank or trust company located in the State of Florida and insured by the Federal Deposit Insurance Corporation. 5/3/2021 11:20 AM I Packet Pg. 84 Collier County 16.A.1.d Solicitation 21-7902 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. 4/28/21 - CC 0 a Vendor's Insurance Statement We understand the insurance requirements of these specifications and that the evidence of insurability may be required within five ti (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. CE Name of Firm AIM Emineering, & Surveying, Inc. Date June 4, 2021 Vendor Signature _ Print Name Shawn Swets, PE, Vice President/Principal-in-Charge Insurance Agency Babb P&C. Ltd. Agent Name Margaret Polite Telephone Number 239.208.3454 5/3/2021 11:20 AM Packet Pg. 85 RPM NOI1 "1.1902 GOODLETTE-FRANK STORMWATER & DITCH IMPROVEMENTS (SECTION B) _. � A I M Eng ; peen*' nag, ,._ . y/� gSure � � � r Ilia,�.. - ,, A I RP 109,0-2020� ,WMMMM� 2161 Fowler Street, Fort Myers, FL 33901 www.aimengr.com 239.332.4569 w June 18, 2021 Collier County Procurement Services 3295 E. Tamiami Trail BuildingC2 Naples, FL 34112 RE: RPS No.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B) Dear Mr. Boyle and Members of the Selection Committee, AIM Engineering & Surveying, Inc. (AIM) is pleased to submit this response to Collier County's Request for Professional Services (RPS) No.: 21-7902 Goodlette- Frank Stormwater and Ditch Improvements. Included in our submittal package is an overview of our professional personnel and capabilities, examples of successful past performance with associated references, discussion of our project approach, availability for this project, and the requested formsand statements perthe RPS requirements. The team we have assembled for this project is immediately available to provide the requested services and consists of experts in the field of water resources who have a history of providing design, treatment options, and modeling on many projects dedicated to stormwater improvements, water quality, and flood mitigation (as evidenced by our project experience and past performance in Tab 3 and our staff biographies in Tab 1). Accordingly, the Goodlette-Frank Stormwater and Ditch Improvements project is ideally -suited to our team's experience and expertise. Our proposed Project Manager, Steve Neff, PE, who has 44 years of experience, including experience leading the City of Cape Coral's Public Works Department as Public Works Director, will facilitate the communication and coordination of the AIM Team with County Staff, and will ensure the County's satisfaction with AIM services. Benjamin Bledsaw, PE has 21 years of experience and will lead AIM's Design Team. Having recently worked on the County's Cocohatchee and Palm River Dredging Design, both Mr. Neff and Mr. Bledsaw are intimately familiar with Collier County Stormwater Management Division and its desired processes. As Principal -in -Charge, Shawn Swets, PE, will ensure that the indicated resources are committed to the project and that additional support and other AIM personnel are available, should the need arise. Our ability to ensure our availability is based upon the extensive staff resources we have distributed throughout the state of Florida. This includes 150+ employees positioned in both various support project offices and permanent offices located in Fort Myers (Corporate), Bartow, Clearwater, Orlando, and Tampa. Theteam forthis projectwill be based outof our Fort Myers office, where our proximity provides us with immediate access to the County's offices and enables us to efficiently access the project site. While most of the requested services will be provided by AIM personnel, we have supplemented our team with three quality firms that will help us best serve the County's needs. Specializing in water quality and modeling, we have enlisted the services of Robert Burleson, PE and Applied Technology & Management, Inc. (ATM); providing expertise in landscape, and led by Greg Diserio, RLA, David M. Jones, Jr. &Associates (DMJA), will ensure the functionality, maintenance, and aesthetics of the site meet the County's needs; and Tierra, Inc. (Tierra), led by Marc Novak, PhD, PE, will guide our geotechnical efforts. We have worked with each of these firms on past projects and we are confident in their abilities to meetthe County's expectations. In summary, we provide a team that is experienced, local, available, and has a proven history of success on similar stormwater and ditch improvements projects. On behalf of the AIM Team, thank you for the opportunity to provide our experience and qualifications in consideration for this important Collier County project. Sincerely, AIM Engineering & Surveying, Inc. Shawn Swets, PE, Vice President/ Principal -in -Charge TABLE Of CONTENTS TAB 1 Ability of Professional Personnel .......................... PG. 1 TAB 2 Certified Minority Business Enterprise ................ PG. 14 TAB 3 Past Performance..................................................... PG. 15 TAB 4 Project Approach, Willingness to Meet Time &Budget Requirements ...................... PG. 27 TAb Z) Location...................................................................... PG. 34 TAB 6 Recent, Current, &Projected Workloads of the Firm.............................................PG. 35 TAB 7 Certifications, Licenses, Addenda, &Forms.....................................................PG. 36 31LIIY Uh ROFFSGf ABC Q J� w� J ABILITY OF a `=k PROFESSIONAL PERSONNEL For 41 years, AIM has provided professional engineering and surveying services tailored to the size and complexity of any given project. We are proud to offer a wide range of services to assist clients during all phases of a project, including: • General Site Civil • Water Resources • Environmental & Permitting • Construction Management • Parks & Recreation • Utilities -- • Surveying&Mapping • Subsurface Utility Engineering (SUE) • Marine & Coastal Engineering • Construction Engineering&Inspection (CEI) • Project Development & Environment • Planning Public Outreach/Information • Traffic Operation & Safety Transportation Design Y ` To further expand upon our in-house capabilities and serve the broader needs of our local government clients, AIM has obtained Florida Department of Transportation (FDOT) prequalifications in the following areas: • PD&E Studies (Group 2) • Highway Design (Group 3) • Traffic Operations Design (Group 7) • Surveying & Mapping (Group 8) • CEI (Group 10) • Planning (Group 13) On the following pages, we have provided the County with an enhanced summary of our team's capabilities as applied to the scope of services outlined in the County's RPS. Additional capabilities that we have considered as proving potentially resourceful to the County have also been provided. DESIGN. Led by Design Manager, Ben Bledsaw, PE, and with the assistance of Marty Morlan, PE, the AIM Team can provide an assessment of criteria with practical design recommendations, including the use of possible design variations. We will also include an estimate of project quantities and costs to assist in the development of an accurate Engineer's Opinion of Probable Cost, as we recognize that unit cost increases are a concern. We will then prepare the Preliminary Design Report, including the typical section package. The constructability of the proposed improvements will also be discussed and reviewed by AIM's QA Manager and Contructability Reviewer, Jadon Hull, PE, CGC, as the design progresses. Typical design milestones include an initial submittal to the utility agency/owners followed by phase submittals. Throughout the design process, we will follow the project scope, applicable criteria, our QC process, and the County Project Manager's direction, and we will also assist the County with public involvement and utility coordination. PLANS PRODUCTION. Ourteam members have completed FDOT Specifications training and have developed several project manuals and specifications. AIM will prepare 30%, 60%, 90%, 100%, and conformed plans that will be subjected to our internal QA/QC Program to ensure the production of consistent, high -quality plan sets. Once completed, the final plans, project manual, and spread sheet of bid items and quantities will be submitted to the County, along with the appropriate components required for advertising the project for construction. Within the Plans Production phase of a project are opportunities to compress a project schedule that could save the County both time and money. CONSTRUCTABILITY & DESIGN REVIEWS. AIM has built an excellent reputation in the construction industry for our foresight and proactive efforts in identifying, communicating, investigating, and resolving issues during a project's early stages. We are committed to addressing all requirements and contract documents to ensure a successful project. Early detection and resolution, as well as documentation, are key elements to avoiding and minimizing non-conformance points. To ensure production of clear and accurate plans and design documents, we hold design reviews with our in-house construction engineers and inspection staff throughout the design process, which improves constructability and provides opportunities for value engineering. This review process has helped us to reduce both construction costs and construction times. Staff involvement early in design has been very beneficial in making certain that the Contractor can properly stage equipment in what are often challenging site locations. DRAINAGE & WATER RESOURCES. AIM has the ability to provide solutions for a wide variety of water resources engineering challenges. Our water resources group includes civil and environmental engineers, scientists, and planners who have the multi -disciplinary expertise that aids us in defining project objectives, developing process methodologies, and completing design plans, documents, and necessary permit applications. Our capabilities range from maintenance recommendations for water control systems to control structure design, large watershed and floodplain evaluation, planning, modeling, and restoration. Our team uses hydraulic modeling software and environmental science to evaluate existing hydrologic patterns and provide innovative design recommendations on projects that include watershed management plans, development of flood profiles, flood mitigation plans, water quality improvement projects, weirs using various models, and conducting peer reviews. With these capabilities and experience in mind, ourteam's personnel equip us to perform a proficient review of the Pine Ridge Subdivision Storm water Feasibility Study (RWA Engineering, November 2017) and the Collier County H & H Assessment Pine Ridge Watershed (Atkins, March 2014) preliminary engineering studies. Upon an initial review, we believe there are opportunities for value engineering improvements that should be considered to achieve the County's project objectives at optimal initial and long- term costs. 2 MODELING / WATER QUALITY. Subconsultant ATM has been a leading provider of water resources, coastal, and waterfront engineering services for 36+ years. Their technical diversity allows our team to provide effective studies and solutions for any water -related issue. From projects involving sensitive headwaters to coastal systems, they provide customized data collection, assessments, computer modeling, alternatives analysis, management planning, design, and regulatory guidance. They specialize in performing hydrologic and water quality modeling of receiving waters and watersheds, as well as waterbody impairment listings, total maximum daily loads (TMDLs), and basin management action plans (BMAPs). Additionally, they integrate geographic information system (GIS) into all of their projects, including field studies, data collection, asset management, geospatial analysis, watershed, and hydrologic and water quality model pre- and post - processing. To date, ATM has represented stakeholders in nearly 400 adopted or draft TMDLs, 33 water quality plans, and 4 restoration plans in Florida. This includes the successful development of the Southern Lee County Flood Mitigation Plan (SLCFMP) as a subconsultant to AIM. This major effort included modeling most of Lee County south of the Caloosahatchee Riverwith a goal of flood mitigation. SURFACE WATER MANAGEMENT SYSTEM DESIGN. AIM has experience in evaluating, designing, and improving surface water management systems on projects that include small commercial/residential developments and regional water control districts. Our experience has taught us that system performance is improved through basin interconnectivity and the incorporation of natural features to provide water storage and natural water quality treatment. We have designed operable water control structures (WCSs) in various project applications throughout southwest Florida to allow for the management and operational flexibility of stormwater flows between basins. Although hydraulic modeling simulations often apply a uniform storm event to a given basin, actual rainfall events are distributed unevenly across a large area. Flooding can be reduced or even avoided if a system has the capability to divert canal flows from an area receiving high rainfall and into an area that has more capacity within the canals. For the past 25 years, AIM has served as District Engineer for the Lehigh Acres -Municipal Services Improvement District (LA-MSID), under their General Engineering Services Contract, aiding them in the continuous improvement of the interconnectivity of their system and successfully assisting them in the utilization of natural features to increase water storage and natural water quality treatment. Their continued trust in the AIM Team serves as testament to the capabilities of our personnel and quality of our work. SURVEY. Accurate, geographically referenced data is a key initial component of successful project development. AIM's surveying and mapping services capabilities include cross sections, design, drainage, emergency post -storm, utilities, easements, right-of-way (R/W), GIS and GPS, topographic, hydrographic/bathymetric, pre- and post - dredge, and Subsurface Utility Engineering (SUE). Our resources provide the capability of performing survey tasks in all types of terrain, including heavily urbanized areas to rural and vegetative environments such as the Everglades. Darren Townsend, PSM, will lead all survey tasks, assisted by an in-house staff comprised of more than 45 professionals, including ten survey crews. As an added benefit, many members of our survey office staff have worked their way up from the field and are available, if necessary. All AIM Survey and Mapping is CAD produced using MicroStation and AutoCAD software, with maps, Surveyor's Reports, and drawings provided in a digital file format that can be provided with Florida State Plane Coordinates. All data is subjected to a QC review by our internal QC Manager, to provide our clients with assurance of quality in conformance with the Minimum Technical Standards as set forth in the Florida Statutes. UTILITIES. Scoping, planning, and scheduling utility support tasks in a variety of disciplines is regular practice for AIM's team. Our experience on utilities projects includes utilities coordination, potable water, sanitary sewer, drainage, pump stations, drainage, construction 3 observation services, de -watering, erosion control, permitting, preparation of technical specifications, bid quantities, and utility easement exhibits. Ron Kerfoot, PE, PSM, will lead our team in the design and coordination of utility and drainage adjustments. Should the existing sidewalk crossing at the east end of Carica Road require replacement, Mr. Kerfoot's experience on sidewalk replacements, road cross drain adjustments, dredgings, slope stabilizations, and utility adjustments for multi -use paths will prove invaluable. Ourteam also has a wealth of knowledge and experience pertaining to infrastructure rehabilitation, including relocations, adjustments, upgrades, redevelopment, and improvements where conflicts are present and affect utilities such as water/sewer, and reuse pipeline systems, power lines, telecommunications, gas mains, and other underground and above ground utilities and facilities. Our in-house SUE resources enable us to quickly locate buried utilities that may adversely impact the construction schedule and budget. We are outfitted with the latest equipment and software to identify/locate and map utilities in a non -intrusive and cost-effective manner. We operate three vacuum excavation trucks to quickly and safely "pothole" utilities that may present a conflict or cause a failure. We can also employ ground penetrating radar (GPR) and electromagnetic pipe and cable locating devices to reduce potholing efforts. Our current contracts with both the City of Fort Myers, for Continuing Utility Engineering Services, and with FDOT District One, for District -Wide Subsurface Utility Designate, Locate, and Coordination, include a combined 50+ task work orders and are indicative of our ability to manage these sensitive tasks. MAINTENANCE OF TRAFFIC (MOT). AIM's senior staff and inspectors are all certified in FDOT MOT. Through their training and experience, they have the ability to inspect the selection, placement, and operational function of temporary traffic control schemes and devices, including temporary barriers, end treatments, and crash cushions. GEOTECHNICAL ENGINEERING / SOILS EVALUATION. Our subconsultant Tierra is a full -service geotechnical engineering and environmental consulting firm with more than 28 years of experience. Tierra's services include providing Level I and Level II Contamination Screening Evaluation and Reporting (CSER I and 11) and geotechnical services including drilling, field sampling, laboratory testing, engineering analysis, and reporting. They utilize AutoCAD and MicroStation for site maps and roadway drawing plan sheets and are fully integrated with GPS and GIS mapping for self locating field testing and sample locations. They have provided geotechnical and soils evaluation support services on numerous projects within Collier County including support for AIM on the Immokalee Road Pedestrian Crosswalk, the North Barfield Bridge over Marco Island Inlet, the Lake Trafford Road Box Culvert, and East Naples Bay Dredging. Tierra is a certified MBE firm and is FDOT prequalified in Group 9 for Soil Exploration, Material Testing and Foundations and Group 10 for Construction Engineering Inspection. LANDSCAPE. Subconsultant DMJA will lend their 40 years of expertise in landscape architecture and design to provide guidance in proper plant selection for this site that is functional, low -maintenance, and aesthetically pleasing Their team of landscape architects, planners, arborists, and ecologists have facilitated expertise in areas such as master planning, recreational area designs, site planning, construction documents, bidding and construction observation, permitting, state and local M roadway beautification projects, grant applications, and development design. Their firm and task lead for this project, Greg Diserio, RLA, have worked with AIM on many local projects, including the Design and Permitting of West Marsh Preserve and the Moore Haven Canal Dredging. DMJA is o certified MBE/SBE firm and is FDOT prequolified in Group 15 for Landscape Architecture. COST ESTIMATING. As the County budgets funding for future phases of projects, it is important to develop cost estimates during the preliminary engineering phase of each project. Accurate cost estimates are essential at all stages of a project and must evolve as the project develops. Using the appropriate cost estimating approach at each stage of project development requires the ability to transition from long range estimates, based on limited details and contingency percentages, to a very specific pay -item driven final estimate. Initial estimates will be based on the potential typical section with factors applied to secondary items such as drainage, structures, and utility relocations. As FDOT's PD&E District -Wide consultant for over a decade, AIM's engineers are often tasked with developing the initial cost estimate fora project or to review estimates prepared by other consultants. AIM's experience on a wide range of projects provides our staff the ability to evaluate an individual project's anticipated level of cost for these potentially significant cost items. Several resources are available to help develop these cost estimates, including the FDOT Long Range Estimates Program and historic unit prices, which are evaluated statewide and within specific geographic regions for a more accurate estimate. We pay particular attention to the local construction environment. Through our construction services and close relationships with local contractors, we can provide accurate cost estimates at all stages of project development. ENVIRONMENTAL PERMITS. AIM offers a comprehensive range of environmental permitting services that include environmental surveys, assessments, permitting, mitigation, and any other necessary permitting activities. We understand local, state, and federal regulatory requirements and we are experienced in obtaining Environmental Resource Permits (ERPs) for agencies that include the South Florida Water Management District (SFWMD), Southwest Florida Water Management District (SWFWMD), and the Florida Departmentof Environmental Protection (FDEP). We have also obtained permits from federal agencies such as FDOT, Federal Emergency Management Agency (FEMA), National Pollutant Discharge Elimination System (NPDES), US Army Corp of Engineers (USACE), US Fish and Wildlife Services (USFWS), and US Coast Guard (USCG) Navigation. We have provided permitting services related to site, roadway, bridge, stormwater design, mitigation design, and construction for many cities and counties throughout the state. Mitigation experience includes mitigation banking and developing on -and off-sitewetland mitigation options, in -lieu fee programs, self -mitigation, or restoration projects, and providing cumulative impact analysis for mitigating "out -of -basin". We are proficient in identifying appropriate data collection, analysis, and public participation strategies; conducting site assessments; compiling and analyzing data; managing public participation; writing complete and easy -to -read documents; and permit application, compliance, and enforcement coordination. In 2017, AIM completed the design and permitting of West Marsh Preserve, a 206-acre facility providing flood mitigation and water quality improvements for the Orange River Drainage Basin in Fort Myers. The area took extraordinary care and permitting coordination from multiple agencies due to the area being one of the largest wildlife habitats in Southwest Florida. 5 PERMIT REVIEW. AIM's team has been conducting permit reviews in support of new or expanding infrastructure projects and developments since 1980. Along with previously mentioned agencies, we have worked with the Southwest Florida Regional Planning Council, Florida Department of Health, and Lee County's Planning and Development Services Divisions. Our relationships with the people in each organization and our knowledge of policies, allows for efficient review of County permits. SOIL EROSION & SEDIMENT CONTROL. Erosion and sedimentcontrol consideration is an important component of every project. Our engineers are well -versed in developing site -specific Storm Water Pollution Prevention Plans (SWPPP), and our environmental scientists inspect for proper implementation of control measures so that each project remains in compliance with agency permits. The County will benefit from AIM's experience and the relationships we have established with agency personnel. BIDDING & CONTRACT DOCUMENTS. AIM currently has more than 45 full-time construction engineering management and inspection employees who are experienced, qualified, and able to provide support for the bidding and construction phases of any project. We will prepare these documents with the goals of eliminating the potential for contractors' claims and minimizing the time and effort that County Staff spends administering the bidding process. CONSTRUCTION CONTRACT ADMINISTRATION. In addition to our in-house CEI team, AIM's in-house sister company, AIM Construction Contracting, LLC (ACC), has managed several local, high -profile construction projects as Construction Manager -at -Risk (CMAR). The foundation of our approach is to be thorough in our documentation and proactive in our communication with engineers of record, contractors, and stakeholders. Our familiarity with local contractors eliminates any learning curves in communication and enables us to mitigate change orders and accelerate urgent project schedules. POST -DESIGN. AIM is committed to seeing our projects all the waythrough the design, permitting, and successful completion of the construction phase. It is customary that we assist with preparation and review of contract documents and contractors' proposals. We will attend meetings, review shop drawings, and timely respond to any requests for information (RFIs) that may occur. so that project schedules are achieved. On each project, we look for and welcome cost savings opportunities, including design variations or exception requests. COMMUNITY OUTREACH & PUBLIC INTERESTS. Public Involvement Specialist Maggie Bruno will assist team Project Manager, Steve Neff, PE, with required outreach efforts. Our in-house public involvement specialists are experienced in producing and distributing multi- media presentations, media releases, and supporting materials. This includes developing and dispersing meeting materials and notifications through mediums such as websites, display boards, and roll plots, and coordinatingandfacilitatingpublicmeetings. Ourteam has conducted meetings in both virtual and in -person formats and we are notably the first consulting firm to facilitate a virtual public hearing in FDOT District One. 0 ORGANIZATIONAL CHART The AIM Team is curated forth is contract based on their level of skill to provide the required services; and therefore, AIM is confident that the amount of personnel assigned to this contract is more than adequate to provide services beyond expectations. To provide a visual display of the adequacy of personnel forthis contract, an organizational chart is provided below. To display the AIM Team's proficiency in providing the requested services, key staff bios are provided on the following pages. (XX) Years' Experience COY COunty Shawn Swets, PE (23) Jadon Hull, PE, CGC (21) Steve Nett, PE (44) Benjamin Bledsaw, PE (21) E. Marty Morlan, PE (32) E-2 Ron Kerfoot, PE, PSM (43) El Darren Townsend, PSM (21) Z-3 Maggie Bruno (27) l Daniel Schroeder, PE (14) MODELINGQUALITY Robert Burleson, PE (36) ATM i��.. z Mark Novak, PhD, PE (17) Erick Frederick, PE (21) Greg Diserio, RLA (40) Jarod Prentice, RLA (20) DMJAM 7 KEY STAFF BIOGRAPHIES YEARS' EXPERIENCE: 44 REGISTRATION: PE, Florida #33205 STEVE NEFF, PE Project Manager AIM Mr. Neff will provide oversight of this project; responsible for overseeing data collection and general project administration, ensuring the necessary level of communication with the County is maintained, and ensuring that the County's satisfaction and needs are reflected throughout the project. Mr. Neff has been a part of multiple water resource projects, including serving in the role of Contract Manager for the recently completed Southern Lee County Flood Mitigation Plan (SLCFMP) for Lee County. His project work has involved hydraulic modeling, environmental and ecological analysis, public involvement, local, state, and federal permitting, as well as assisting municipalities with the acquisition and administration of government grant funding opportunities. He has also helped develop multi -use parkfacilities in which surface water storage and treatment is combined with habitat restoration and passive recreational features for public benefit. RELEVANT EXPERIENCE: EDUCATION: . Road & Bridge Study, Planning, & Design Contract - Collier County (Contract Manager) Purdue University . Cocohatchee & Palm River Dredging Design - Collier County BS, Civil Engineering, 1978 . Four Corners/County-Line Ditch MSBU Drainage Improvements- Hendry County • Hancock Bridge Parkway Sidewalk & Drainage Improvements - Lee County • Wild Turkey Strand Agricultural Field Restoration - Lee County Conservation 20/20 • Buckingham Park Bank Stabilization NRCS - LA-MSID • Wesh Marsh Preserve Design & Permitting- LA-MSID YEARS' EXPERIENCE: 21 BEN BLEDSAW, PE Design Manager AIM Mr. Bledsaw's project specific experience includes hydrological analysis and design of stormwater, dredging projects, and nutrient loading/removal BMP, potable and wastewater design, geotechnical analysis, soils percolation modeling, permitting applications, compliance certification, and professional coordination of projects through city, county, and federal permitting. He is an ASFPM certified Floodplain Manager, a member of the Association of State Floodplain Managers/FEMA, and his specialized training includes ICPR4 Inter -Connected Pond Routing, HEC-RAS v 4.0 Army Corp of Engineer River Modeling, MIKE/SHE View, WaterCAD, and StormCAD. RELEVANT EXPERIENCE: REGISTRATION: Cocohatchee & Palm River Dredging Design - Collier County (Project Manager) PE, Florida #71514 Four Corners/County-Line Ditch MSBU Drainage Improvements- Hendry County • Hancock Bridge Parkway Sidewalk & Drainage Improvements - Lee County EDUCATION: Sunset Cove Channel Dredging (MSTBU Contract) - Lee County University of Nevada Buckingham Park Bank Stabilization NRCS - LA-MSID BS, Civil Engineering, 2004 . Wesh Marsh Preserve Design & Permitting- LA-MSID • Myakka State Forest Restoration - SWFWMD YEARS' EXPERIENCE: 23 REGISTRATION: PE, Florida #60274 EDUCATION: BS, Civil Engineering, Calvin College, Grand Rapids, MI, 1999 YEARS' EXPERIENCE: 14 REGISTRATION: PE, Florida #78646 SHAWN SWETS, PE Principal -in -Charge Mr. Swets' design background includes serving as Principal -in -Charge, QA Manager, Project Manager, and Engineer of Record (EOR) on FDOT, county, and city projects ranging from arterial widenings and minor resurfacing and intersection improvements to interstate/expressway design. His responsibilities have included plans production, preparation of design variation and exception requests, cost estimates, pavement design, and specification packages. RELEVANT EXPERIENCE: • Road & Bridge Study, Planning, & Design Contract -Collier County (Principal/QA Manager) • Professional Services Contract - Architecture & Engineering -Collier County • Immokalee Road Pedestrian Crosswalk Study - Collier County • 1-75 at Immokalee Road Pathway Feasibility & Design Study - Collier County • Naples Manor Sidewalk Design Criteria Package - Collier County • Miscellaneous Professional Services Contract - Lee County • Professional Engineering Services for Roads & Drainage - Polk County • District -Wide Minor Design Contract- FDOT District One • SR 80 Shared -Use Path Drainage Design - FDOT District One OANIEL SCHROEDER, PE QC Monoger AIM Mr. Schroederwih lend his design expertise to the Quality Control oversight of this project. He currently serves as ATM's Civil Group Manager, responsible for overseeing a team of engineers, ensuring the timely and cost-efficient completion of projects by creating and monitoring project schedules, performing regular cash flow analysis, and instituting ongoing communications between the client and contractor. He is an experienced Designer and EOR, responsible for the Wild Turkey Strand Preserve Restoration and he is highly skilled in developing detailed hydraulic models of stormwater systems and performing model scenario analysis to evaluate stormwater improvements under design storm events. Mr. Schroeder has served as an integral member of design teams tasked with final design of stormwater improvements and regulatory permitting through agencies such as SFWMD, USACE, and FDEP. RELEVANT EXPERIENCE: EDUCATION: Road & Bridge Study, Planning, & Design Contract - Collier County (Lead Project Manager) MSE,SustainableWater Cocohatchee & Palm River Dred in Design Count Engineering, Florida Gulf Dredging 9 y(QCManager) Coast U n ing, Floity, expected YMCA Road Water Main Abandonment & Replacement - Collier County Coast 21 Moore Haven Canal Dredging- Glades County • Four Corners /County -Line DitchMSBUDrainageImprovements- HendryCounty BS, Civil Engineering, Florida Southern Lee County Flood Mitigation Plan (SLCFMP) - Lee County Gulf Coast University, 2009 Wild Turkey Strand Agricultural Field Restoration - Lee County Conservation 20/20 (EOR) • S-H-2 Weir Replacement Design Services - LA-MSID • Buckingham Park Bank Stabilization NRCS - LA-MSID • West Marsh Preserve Design & Permitting - LA-MSID I YEARS' EXPERIENCE: 21 REGISTRATION: PE, Florida #72357 CGC, Florida #1529703 EDUCATION: BS, Structural Civil Engineering, University of South Florida, 2004 YEARS' EXPERIENCE: 32 REGISTRATION: PE, Florida #45326 JABON HULL, PE, CGC QA Manager/Cons tructobility Mr. Hull will be responsible for providing both QA Management and Constructability Reviews. UnderAIM's established QA Program for consultant engineering services, Mr. Hull will monitor and evaluate the adherence to processes, procedures, and standards to determine potential work product and service quality. He will also be responsible for reviewing and auditing the work products and activities to verify that they comply with the applicable procedures and standards, as well as to ensure the results are appropriately incorporated into the project and project records. Additionally, Mr. Hull, who serves as AIM's VP of Construction, provides valuable insight to this project through his construction experience on various hydrologic restoration projects. His projects have included ensuring environmental monitoring and compliance, clearing and grubbing, the creation and grading of wetlands, construction and reconstruction of stormwater management and drainage facilities, and excavation and embankment of a 5.5-acre lake for the Lee County Parks and Recreation Department. RELEVANT EXPERIENCE: • CEI Services for LAP Funded Projects - Collier County • Professional Services Contract - Architecture & Engineering - Collier County • Wild Turkey Strand Agricultural Field Restoration - Lee County Conservation 20/20 (Const. PM) • Telegraph Creek Tribituary Culvert - Lee County Conservation 20/20 (Const. PM) • Three Oaks Parkway South Outfall - Lee County (Operations Manager) • Alicia Street/ Market Street Utilities Improvements -City of Fort Myers (Const. PM) MARTY MORLAN, PE Senior Project Engineer - Design AIM Mr. Morlan has experience, from both a consultant and county government perspective, in the planning, design, and construction of a wide variety of civil engineering projects including transportation, recreational trail, civil/site, stormwater master planning/design, and park development. He has strong project management and design experience that includes projects with extensive roadway, drainage, and permitting elements. Mr. Morlan's experience includes over 175 projects including over 100 Stormwater ponds and 100 miles of roadways. RELEVANT EXPERIENCE: • 10th Street Stormwater Quality Improvements -City of Sarasota • Miscellaneous Stormwater Consultant Contract -City of Tarpon Springs (Contract Manager) • Downtown Corridor Roadway Improvements -City of Venice (Project Manager/EOR) • Gerdau Baldwin Steel Mill Floodplain Mapping- Duval County (EOR) EDUCATION: . Littleton/Kismet Realignment Study & Design -Lee County BS, Civil Engineering, . Curlew Creek, Channels B & C, Stormwater Improvements -Pinellas County (County PM) University of Florida, 1987 . SR 80 Shared -Use Path Drainage Design - FDOT District One • GEC Stormwater Review - FDOT District Seven 10 RON KERFOOT, PE, PSM Chief Engineer - Drainage Design & Utility Relocation wim Mr. Kerfoot has been providing engineering and land surveying and mapping services to Southwest Florida since the early 70s, and will be responsible for Drainage Design and Utility Relocation elements related to the stormwater and ditch improvements. His lengthy career has included serving as Lead Engineer/Surveyor responsible for the surveying, planning, design, plans production, permitting, and construction of projects that have involved marine elements, roadways, sidewalks, bike paths, multi -use paths, and bridges, including many multi -faceted, high visibility and often unique site projects, as well as drainage and utilities projects, such as the design and production of water, wastewater, and reuse pipeline systems, and significant oversight of utility relocations and adjustments. YEARS' EXPERIENCE: 43 RELEVANT EXPERIENCE: REGISTRATION: • YMCA Road Water Main Abandonment&Replacement- CollierCounty(Lead Design Manager) PE, Florida #20768 • Professional Services Contract -Architecture & Engineering - Collier County PSM, Florida #2994 • East Mukoch Drainage District (EMDD) Engineer- EMDD (Lead Design Engineer) EDUCATION: • Moore Haven Canal Dredging- Glades County BS, Civil Engineering, • Four Corners /County -Line DitchMSBUDrainageImprovements- HendryCounty University of Florida, 1974 • Work Drive Industrial Park Water Main Improvements - Lee County • Wild Turkey Strand Agricultural Field Restoration - Lee County Conservation 20/20 • Alicia Street/ Market Street Utilities Improvements -City of Fort Myers • West Marsh Preserve Design & Permitting - LA-MSID YEARS' EXPERIENCE: 21 REGISTRATION: PSM, Florida #6476 EDUCATION: BS, Surveying & Mapping, University of Florida,1999 BS, Business Administration, University of Florida,1994 BARREN TOWNSEND, PSM Survey Manager AIM Mr. Townsend will lead AIM's Survey efforts. He has more than 20 years of experience in the preparation of boundary surveys, legal descriptions, topographic surveys and maps, plat review, R/W / control surveys, and hydrographic surveys. His experience also includes many projects hydrographic and hydrological expertise in survey and mapping, including work on the Faka Union Canal Bank Stabilization for SFWMD that included topographic and hydrographic survey to aid in the design and permitting of bank stabilization projects along the canal corridor and overseeing SUE work on our District -Wide Locate, Designate, & Coordination Contract for District One. RELEVANT EXPERIENCE: Water Basin 101 / 8th Street, Sanitary Sewer & Drainage Improvements - Collier County YMCA Road Water Main Abandonment & Replacement - Collier County Four Corners / County -Line Ditch MSBU Drainage Improvements - Hendry County Buckingham Park Bank Stabilization NRCS - LA-MSID West Marsh Preserve Design & Permitting - LA-MSID Cypress & Curry Canals Topographic & Hydrograpic Survey - SFWMD Faka Union Canal Bank Stabilization Topographic & Hydrograpic Survey- SFWMD Miller & C-1 Connector Canals R/W, Topographic, & Hydrographic Survey - SFWMD District -Wide Locate, Designate, & Coordination Contract - FDOT District One 11 YEARS' EXPERIENCE: 27 EDUCATION: BS, Communications, Miami -Dade College,1984 NOTABLE CAPABILITIES: Fluent in English & Spanish YEARS' EXPERIENCE: 36 MAGGIE BRUNO Public Involvement Ms. Bruno is a bilingual communications professional who has experience working with both the public and private sectors encompassing a myriad of disciplines in communications, media relations, public involvement, and project management. Her background includes developingand managing public information/communication programs, forming corporate partnerships, consensus building, interagency collaboration, community outreach, special event planning, high profile campaigns, and crisis management. She has managed many public involvement programs for infrastructure projects for all phases from Planning, PD&E, Design, Design -Build, and Construction projects. Her project experience includes overseeing all public involvement on the largest P3 project in Florida (1-595 Express), several projects under a Miscellaneous District -Wide Contract for District Six, as well providing community outreach for the City of Miami Beach and various other local governments. RELEVANT EXPERIENCE: • Road & Bridge Study, Planning, & Design Contract -Collier County • Office of Capital Improvement Projects -City of Miami Beach • Big Carlos Pass PD&E Study - Lee County • Wekiva Trail, Segment 5, PD&E Study -Lake County • District -Wide Environmental Management Office Support- FDOT District One SIGN ROBERT BURLESON, PE ATM ENGINEERING NSULTING Modeling / Wo ter Quol i ty APPLIED TECHNOLOGY & MANAGEMENT, INC. Mr. Burleson's areas of expertise include water resources engineering, surface and groundwater hydrology, watershed planning, surface water quality modeling, stormwater management, reclaimed water reuse, and urban and agricultural best management practices (BMPs). His professional experience includes hydrologic research and analysis, water quality assessments, stormwater master plans, floodplain analysis, watershed and water quality modeling, effluent disposal and wetland treatment system design, and wetland mitigation. He applies various hydrologic,hydrodynamic, and waterquality models including SWMM, ICPR, PONDS, HEC-HMS, HEC-RAS, MODFLOW, BASINS/HSPF, WASP, PLUMES, CORMIX. DHI-MIKE ECO Lab,ArcGIS, and Groundwater Vistas. RELEVANT EXPERIENCE: REGISTRATION: . Hydrologic/Hydraulic Analysis of Culverts - Webb WMA- Charlotte County PE, Florida #42497 . Hydraulic Analysis of Ten Mile Canal - City of Fort Myers EDUCATION: • Hydrologic/Hydraulic Analysis of the Upper Gator Slough Watershed - Lee County ME, Agricultural Engineering, . Hydrologic/Hydraulic Analyses of Powell Creek Watershed - Lee County University of Florida,1988 . Coquina Ditch Stormwater Evaluation - City of St. Augustine BSE, Agricultural Engineering, • Aquatic Gardens Stormwater Analysis - City of Atlantic Beach University of Florida,1984 • Alligator Lake/Clay Hole Creek Watershed Flood Management Plan - Columbia County BSBA, Finance, University of Florida,1979 12 YEARS' EXPERIENCE: 17 REGISTRATION: PE, Florida #67431 MARC E. NOVAK, PhD, PE TJExxa .. ........ ....:.......... Geotechnicol /Soils Evaluation Mr. Novak's geotechnical and materials engineering career dates back to 1996, when he interned as a field and laboratory technician while pursuing his BS in Civil Engineering at the University of Florida (UF). While conducting research in pursuit of his 2007 PhD, Mr. Novak studied and practiced a wide range of geotechnical engineering techniques, including soil -structure interaction, soft -soil embankment modeling, dam construction, laboratory testing, and pavement engineering. Since joining Tierra in 2004, he continues to be involved with a wide range of engineering challenges, including stormwater projects, for both the private and public sectors. Mr. Novak will lead project duties related to geotech and soils evaluation, assisted by Senior Geotechnical Engineer, Erick Frederick, PE. Mr. Frederick has more than 20 years of experience that includes various stormwater and drainage improvements, including teaming on some of those listed below with Mr. Novak. RELEVANT EXPERIENCE: EDUCATION: • Haldeman Creek Coring - Collier County PhD, Civil Engineering, • East Naples Bay Dredging - CollierCounty University of Florida, 2007 • Lake Virginia/Allen Outfak Stormwater Improvements - Hillsborough County MCE, Civil Engineering, • Christina Watershed Outfak Improvements - Baffle Box- Polk County University of Florida, 2000 • Drew Park CRA Stormwater: Berm Analysis & Pond Liner Design - Hillsborough County BS, Civil Engineering, • Corkscrew Road Utility Relocation & Improvements - Lee County University of Florida,1999 • 127th Avenue Stormwater Improvements - Hillsborough County • Rivercrest Stormwater Management Area &Access Road - Hillsborough County • Jerry Smith Road Drainage Improvements - Hillsborough County YEARS' EXPERIENCE: 40 REGISTRATION: RLA, Florida #840 EDUCATION: BS, Landscape Architecture, West Virginia University,1980 GREG DISERIO, RLA Londscope Design Mr. Diserio serves DMJA as Vice -President, Landscape Architect, and Project Team Leader. His project experience rangesfrom small to regional, comprehensive, multi -phased projects with values above $4M. For this improvements project, Mr. Diserio provides experience in plant selection for projects in or near water storage facilities, including those for water quality treatment and filter marshes. As a subconsultant to AIM on the Jordan Marsh Water Quality Treatment Park, he assisted with preliminary designs, final design planting plans, and construction administration services. He will combine his expertise with that of 20-year-veteran and DMJA Landscape Architect, Jarod Prentice, RLA, to guide the AIM Team in proper plant selection for this site that is functional and low -maintenance for the County and aesthetically pleasing to all stakeholders. RELEVANT EXPERIENCE: • Moore Haven Canal -Glades County • Jordan Marsh Water Quality Treatment Park- City of Sanibel • Ten Mile Canal Linear Park Phases I, II, & III - Lee County • Lakes Park Master Plan Implementation - Lee County • Billy's Creek Filter Marsh - City of Fort Myers 13 107 RTIFIFn MlNnF k CERTIFIED MINORITY BUSINESS ENTERPRISE Although AIM is not a certified Minority Business Enterprise (MBE), our team includes State of Florida Office of Supplier Diversity certified MBE firms David M. Jones, Jr. and Associates, Inc. and Tierra, Inc. We are committed to assisting Collier County in the continued success of their supplier diversity efforts. Veteran Business Certification DAVID M. JONES, JR. AND ASSOCIATES, INC. Is certified under the provisions of 287 and 295.187, Florida Statutes, for a period from: 12/ 19/2019 12/ 19/2021 dmrathan A.a..:-_.ea Flvrida➢ep--' d]Lavagemevt Services M-c S,ppli,onersay MANAGEMENT "°0�PTa11, u�.sarte� SERVICES e F 3 � ,emu Offi—of Supplier Diversity www.tlmsmyFhritla.com/ d 1/LVVV VV Minority Business Certification Tierra, Inc. Is certified underthe provisions of 287 and 295.187, Florida Statutes, for a period from: 10/22/2019 o- , 10/22/2021 dovachav R. Satter. 5eaecare `�, Florida Depa[tmwtoflda¢agemeatSe[vices L'�Partnunl of OXi—S. Ph ..&v MANAGEMENT —'w--w SOR'— SERVICES a e F 3� Offwe of SuvPller Olrereity ww w.amsmyr�«ma.ran/�e 14 II: PAST PERFORMANCE AIM's high level of quality and dedication is reflected in each of the projects that we have successfully completed to date. Our ability to efficiently utilize our resources, productively prioritize staff workloads, and effectively monitor project schedules place us ahead of the competition. For four decades, we have built a solid reputation for completing our assigned projects on or ahead of schedule, as well as within our clients' budgets. CLIENT: LA-MSID LOCATION: Fort Myers, FL COMPLETED (AIM Services): 2/2019 To detail our similar experience and provide appropriate references, we have selected past projects that had a scope similar to what is required for this Goodlette-Frank Stormwater and Ditch Improvement project. Whether it is the scope, time constraints, funding requirements, processes, or a combination of these elements, these projects and associated references demonstrate our ability to provide the requested services. AIM CONTRACT: $47K (Design & Survey) CONSTRUCTION AMOUNT: $732K (estimated - Constructed by Client) CHANGE ORDERS: 0 rin Bank Stabilization for a Steep Ditch ificant Drainage Conveyance PROPOSED TEAM MEMBERS ON THIS PROJECT: Steve Neff, PE; Ben Bledsaw, PE; Daniel Schroeder, PE; Ron Kerfoot, PE, PSM; Darren Townsend, PSM AIM was responsible for surveying, design, and construction inspection of this Natural Resources Conservation Service (NRCS) Hurricane Irma grant - funded project in an accelerated time frame. As a result of Hurricane Irma, the bank of Canal 46-16- 2 (Colonel Cana[) had been washed out at select locations. Canal flow was affected by sediment from the embankment slope sloughing into the canal and thereby also posing a flooding risk to adjacent houses. To remedy this situation the sedimentation in the bottom of the canal was removed, the canal banks were re -graded and stabilized, and 2,400LF of Rexamat, non -woven filter fabric and rip rap were placed on the locations of the canal with the erosion issue (west and south embankment) to prevent sedimentation from occurring again and reducing potential flooding. is CLIENT: LA-MSID LOCATION: Lehigh Acres, FL COMPLETED (AIM Services): 4/2021 AIM CONTRACT: $710K (Design, Permitting, & Construction Services) CONSTRUCTION AMOUNT: $16.7M CHANGE ORDERS: 0 PROPOSED TEAM MEMBERS ON THIS PROJECT: Steve Neff, PE; Ben Bledsaw, PE; Daniel Schroeder, PE; Ron Kerfoot, PE, PSM; Darren Townsend, PSM; DMJA This multi -phase project involved design and permitting for the creation of treatment wetlands to provide water quality treatment and additional surface water storage capacity in the LA-MSIDAble Canal (Orange River) basin for large storm events. The 206-acre multi -purpose use parcel serves as a reservoir and treatment wetland known as the West Marsh Preserve. The Preserve is adjacent to and is now a part of the existing Hams Marsh Water Management Area (WMA), a 578-acre facility that provides flood control and water quality improvement for drainage to the Orange River, which runs through the West Marsh parcel. The project also creates lakes, expands wildlife habitats, and provides improvements for passive recreational opportunities, including guided interpretive tours, bird watching, bicycling, hiking, and (non -motorized) boating. INV' 'NEVE• • • 1011 Reduce Flooding Stormwater Modeling Included Slope Protection for Drainage at Structures os well os within the Orange River Permitting w/Multiple Agencies Maintenance Access Design Water Quality Treatment This multi -phase project involved design and permitting for the creation of treatment wetlands to provide water quality treatment and additional surface water storage capacity in the LA-MSID Able Canal (Orange River) basin for large storm events. The 206-acre multi -purpose use parcel serves as a reservoir and treatment wetland known as the West Marsh Preserve. The Preserve is adjacent to and is now a part of the existing Harns Marsh Water Management Area (WMA), a 578-acre facility that provides flood control and water quality improvement for drainage to the Orange River, which runs through the West Marsh parcel. The project also creates lakes, expands wildlife habitats, and provides improvements for passive recreational opportunities, including guided interpretive tours, bird watching, bicycling, hiking, and (non - motorized) boating. AIM was responsible for providing the necessary design and permitting services, including topographic surveying and the creation of a Digital Terrain Model (DTM), environmental assessment, hydraulic modeling of the system in conjunction with the existing Hams Marsh facilityto optimize operation and performance, as well as determine control structure details. The hydraulic modeling focused on peak stage reduction in storm events and increasing dry season water levels. Permitting and coordination activities were required through the SFWMD, USFWS, and USACE. AIM also provided construction phase services, including final and post -design, for the project that was constructed in three phases to accommodate beneficial coordination with FDOT and grant funding. 16 CLIENT: Hendry County LOCATION: NW Hendry County, FL COMPLETED (AIM Services): 9/2014 (Design & Related Services) AIM CONTRACT: $395K (Survey, Modeling, Design, & Permitting) CONSTRUCTION AMOUNT: $3.51VI estimated (Grant recently awarded, construction NTP TBD) CHANGE ORDERS: 0 PROPOSED TEAM MEMBERS ON THIS PROJECT: Steve Neff, PE; Ben Bledsaw, PE; Daniel Schroeder, PE; Ron Kerfoot, PE, PSM; Darren Townsend, PSM This project, as part of the Caloosahatchee River Watershed Protection Plan, is to reduce localized flooding experienced during and after storm events and to improve the water quality of stormwater runoff being discharged from the County Line Ditch (CLD). CLD is a conveyance ditch that is located adjacent to or straddles the Hendry/Lee County line from the Four County Corners (Lee, Hendry, Charlotte, Glades) south to the Caloosahatchee River (C-43 Canal). The first phase of the improvements included the 3+/- miles north of CR 78 to south of the Glades County Line. AIM implemented improvements to the CLD to reduce peak flood stages, provide additional water quality treatment, and improve the hydrology of wetlands along the CLD corridor. The improved ditch section design includes the existing ditch enhanced with a wide, vegetated flow way to convey higher flows and provide additional storage and water quality treatment. Weir structures were added into the CLD to control flow rates, increase storage for water quality treatment along the vegetated flow way, and to increase the hydroperiod of local wetlands draining to the CLD. Professional services included design, engineering, and permitting services, as well as hydraulic modeling, geotechnical exploration, surveying, and environmental assessments. Survey services included control survey, locating county boundaries, and wetland delineation. With a grant recenity awarded to the County, a draftscope and fee are being finalized for AIM review in anticipation of providing post -design services for the construction phase. 17 CLIENT: Glades County LOCATION: Lake Okeechobee, FL DATE COMPLETED (AIM Services): 5/2017 CONTRACT AMOUNT: $1.4M (Design, Permitting, & Ph I Construction) CONSTRUCTION AMOUNT: $13M (Ph I; Remainder Awaiting Funding) CHANGE ORDERS: 0 PROPOSED TEAM MEMBERS ON THIS PROJECT: Daniel Schroeder, PE; Ron Kerfoot, PE, PSM; DMJA AIM provided design, survey, mitigation, permitting, and construction phase services on this high -profile project for the widening and deepening of approximately seven miles of the Moore Haven Canal. The project serves to enhance the water quality and overall ecology of the western marsh within Lake Okeechobee. To minimize adverse impacts to the surrounding ecosystem, AIM developed options such as limiting dredge and fill activities to previously disturbed areas; thereby avoiding higher -quality wetlands. The design also included removal of the existing upland spoil dike, along the westerly edge of the canal, to allow for enhanced water circulation within the marsh and utilizing the spoil material to enhance the existing easterly spoil berm and create a scenic linear park. The parallel, seven -mile long, nature facility is accessible by boat and includes boat landings with Americans with Disabilities Act (ADA) accessible floating ramps to accommodate the extreme water level changes of Lake Okeechobee, a hiking/biking trail, waterless restroom facilities, maintenance storage facilities, picnic shelters, an elevated observation tower, solar lighting, and several elevated pedestrian/light vehicle bridges. Openingsthrough the parkwere designed with strategic placement in mind to enhance flushing and water quality in the easterly expanse of the marsh and were bridged to allow the pass -through of small boats and provide continuous pedestrian access for hikers. Educational environmental signage and display areas for the Seminole Indian Tribe, SFWMD, and the Audubon Society are also strategically located along the trail. Storm woter Conveyance Stormwoter Modeling Permitting w/Multiple Agencies Landscape AIM was also responsible for obtaining the ERP and conducting an environmental assessment and protected species survey of the western marsh to document existing site conditions. Quantitative and qualitative analysis of the wetlands and proposed impacts to both the wetlands and listed species was conducted. Additionally, AIM's subconsultant, DMJA, developed mitigation options that included establishing planted littoral zones along the side slopes of the Canal and Pig Trail to enhance water quality, establishing planted wetland scrub/shrub to enhance Snail Kite habitat, and restoring wetlands through the removal of torpedo grass and re -vegetating with native wetland species. Additional enhancements included the incorporation of native landscaping that provides both visual and solar relief to park patrons was incorporated throughout. CLIENT: Lee County Conservation 20/20 LOCATION: Fort Myers, FL DATE COMPLETED (AIM Services): 3/2018 AIM CONTRACT: $222K (Design & Permitting) CONSTRUCTION AMOUNT: Project Awaiting Funding CHANGE ORDERS: 0 PROPOSED TEAM MEMBERS ON THIS PROJECT: Steve Neff, PE; Daniel Schroeder, PE; Ron Kerfoot, PE, PSM This project involves implementing restoration activities within the Wild Turkey Strand Preserve (WTSP) to reclaim agricultural lands to ultimately restore and enhance wetlands. Due to man-made alterations and influences, drainage and surface water patterns in and around WTSP have increased potential wet season flooding of local residents to the west of the WTSP. As part of a recent effort, Lee County performed agricultural ditch maintenance within the WTSP to improve north -south conveyance through the Preserve and to reducethe volume of surface water that gets forced west toward Rod and Gun Club Road. The results of the maintenance activities by the County are currently being monitored and comprehensive restoration activities for WTSP are underway. AIM'sscope of workforforthe design and permitting phase included investigation of existing site conditions, topographic surveying, various environmental assessments, and surface water analysis to then prepare plans, documents, and permit applications for proposed restoration enhancements to the abandoned agricultural fields within WTSP. Upong funding, AIM will assist the County with the bidding and construction phase, which is expected to take approximately four months. The enhancements are anticipated to include wetland flow ways, ponds to provide dry season refugia, and uplands. The enhancements will be designed to allow for north -to - south surface water flow to reduce flow that is currently forced west and redirect through the created and restored ecosystems. Also, the design will be configured to maintain suspected inflows from the adjacent farm to the east of the WTSP. WX REFERENCES AIM is pleased to provide Collier County with the following references for ongoing or recent projects similar in size or nature to the project described herein. We encourage you to contact these references for proof of our excellent record of superior services. PROJECT: Buckingham Park Bank Stabilization NRCS LOCATION: Fort Myers, FL CLIENT/CONTACT: LA-MSID/Mike Cook, CDM, Assistont District Monoger PHONE NUMBER: 239.292.7491 FAX NUMBER: 239.358.5412 EMAIL: mcook@la-msid.com PROJECT: West Marsh Preserve Design & Permitting LOCATION: Lehigh Acres, FL CLIENT/ CONTACT: LA-MSID / David Lindsay, District Manager PHONE NUMBER: 239.368.0044 FAX NUMBER: 239.358.5412 EMAIL: dlindsay@la-msid.com PROJECT: Four Corners MSBU Drainage Improvements LOCATION: NW Hendry County, FL CLIENT / CONTACT: Hendry County / Shane Parker, PE, Public Works Director PHONE NUMBER: 863.675.5222 FAX NUMBER: 863.674.2941 sparker@hendryfla.net EMAIL: PROJECT: Moore Haven Canal Dredging/ Moonshine Marsh Overlook Park LOCATION: Lake Okeechobee, FL CLIENT / CONTACT: Glades County/Archie Branch, Public Works Director PHONE NUMBER: 863.946.0771 FAX NUMBER: 863.946.1936 EMAIL: abranch@myglades.com PROJECT: Wild Turkey Strand Preserve Agricultural Field Restoration LOCATION: Fort Myers, FL CLIENT / CONTACT: Lee County Conservation 20/20 / Hanna Joergens, Land Stewardship Coordinator PHONE NUMBER: 239.707.3325 FAX NUMBER: N/A EMAIL: hjoergens@leegov.com 20 Collier County Administrative Services Department Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: 21-7902 — Goodlette-Frank Stormwater & Ditch Improvements (Section B) Reference Questionnaire for: AIM Engineering & Surveying, Inc. (Name of Company Requesting Reference Information) Steve Neff PE (Name of Individuals Requesting Reference Information) Name: Mike Cook, CDM, Assistant District Manager Company: LA-MSID (Evaluator completing reference questionnaire) (Evaluator's Company completing reference) Email: mcook@la-msid.com FAX: Telephone: 239.292.7491 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: Buckingham Park Bank Completion Date: February 2019 Stabilization NRCS Project Budget: $47K (Survey & Design) Project Number of Days: 249 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 21 Collier County Administrative Sendces Department Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: 21-7902 — Goodlette-Frank Stormwater & Ditch Improvements (Section B) Reference Questionnaire for: AIM Enaineerina & Survevina, Inc. (Name of Company Requesting Reference Information) Steve Neff PE (Name of Individuals Requesting Reference Information) Name: David Lindsay, Public Works Director Company: LA-MSID (Evaluator completing reference questionnaire) (Evaluator's Company completing reference) Email: FAX: 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 finn/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: West Marsh Preserve Project Budget: $71 OK (Design, Permitting, & ConstructionServices) Completion Date: March 2021 Project Number of Days: 2,846 (9 Client -Initiated Purchase Orders) 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 22 TAB CAler County Administrative Seances Departrnent Pmcurement Sernces Dmsion Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: 21-7902 — Goodlette-Frank Stormwater & Ditch Improvements (Section B) Reference Questionnaire for: AIM Engineering & Survevinq, Inc. (Name of Company Requesting Reference Information) (Name of Individuals Requesting Reference Information) Name: Shane Parker, PE, Public Works Director Company: Hendry County (Evaluator completing reference questionnaire) (Evaluator's Company completing reference) net FAX: Telephone:863.675.5222 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: Four Comers MSBU Completion Date: _September 2014 Drainage Improvements Project Budget: $395K Project Number of Days: 673 lSurvpv MMF-dinn r)psinn P Pprmittinnl Item Criteria Score must be completed I Ability to manage the project costs (minimize change orders to scope). n 2 Ability to maintain project schedule (complete on -time or early). f 0 3 Quality of work. ►a 4 Quality of consultative advice provided on the project. IU 5 Professionalism and ability to manage personnel. to 6 Project administration (completed documents, final invoice, final product turnover; invoices; manuals or going forward documentation, etc.) t 0 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). 1 Q TOTAL SCORE OF ALL ITEMS 1 t7 J 23 Collier C014.nty Administrative Services Department Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: 21-7902 — Goodlette-Frank Stormwater & Ditch Improvements (Section B) Reference Questionnaire for: AIM Enaineerina & Survevina, Inc. (Name of Company Requesting Reference Information) (Name of Individuals Requesting Reference Information) Name: Archie Branch, Public Works Director (Evaluator completing reference questionnaire) Email: abranch@myglades.com FAX: Company: Glades County (Evaluator's Company completing reference) 863.946.0771 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 frm/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: Moore Haven Canal Dredging (Moonshine Marsh Overlook Park) Project Budget: $1.4M (Design, Permitting, & Ph Construction Services) Completion Date: May 2017 Project Number of Days: 382 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 24 AIC— Collier COH.nty Administrative Services Department Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: 21-7902 — Goodlette-Frank Stormwater & Ditch Improvements (Section B) Reference Questionnaire for: AIM Engineering & Surveying, Inc. (Name of Company Requesting Reference Information) Steve Neff PE (Name of Individuals Requesting Reference Information) Name: Hanna Joergens, Land Stewardship Coordinator Company: Lee County Conservation 20/20 (Evaluator completing reference questionnaire) (Evaluator's Company completing reference) Email: hjoergens@leegov.com FAX: Telephone: 239.707.3325 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: Wild Turkey Strand Preserve Completion Date: March 2018 Agricultural Field Restoration Project Budget: $222K (Design &Permitting) Project Number of Days: 760 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 Zoo 25 ADDITIONAL SIMILAR EXPERIENCE The belowchart notes some ofAIM's experience on projects with similarscope itemsforboth the County and other clients. PROJECTCLIENT YMCA Road Water Main Abandonment / Replacement Design, Permitting, & Construction Services Co ie-r County Immokalee Road Pedestrian Crosswalk Improvements Study Corkscrew Road Safety Improvements Design & Construction Services Mercantile Avenue Roadway & Drainage Improvements Naples Manor Sidewalk LAP Design Project New Market Road LAP CEI Sidewalk Improvements Freedom Park Bypass CEI Ditch Improvements Airport Pulling Road Improvements CEI Services White Boulevard Design & Construction Phase Services Golden Gate City Water Main Interconnect Constuction Services Airport Pulling Road Survey & SUE Services SR 82 & Corkscrew Road Safety Improvements CEI Services Hazel Road / North Road Safety Improvements Survey, Design, & PIO Services CITY OF CAPE CORAL City of Cape Coral Stormwater Master Plan, Phase II Northwest Filter Marsh Feasibility Study North 2 Utilities Extension Project (UEP) Stormwater Modeling Hancock Bridge Parkway Water Main Abandonment CITY OF FORT MYERS Manuels Branch Watershed Improvement Alicia Street/ Market Street Utilities Improvements AlcazarAvenue/ Barcelona Avenue Neighborhoods Aging Infrastructure Replacements CITY OF SANIBEL Jordan Marsh Water Quality Treatment Park Design & Permitting VILLAGE OF ESTERO River Ranch Road Maintenance Activity to Improve Wash -Out Conditions HENDRY COUNTY Forrey Drive & Lewis Boulevard Road Resurfacing & Drainage Improvements LA-MSID Weir S-H-2 Replacement Design Services LEE COUNTY Southern Lee County Flood Mitigation Plan Lakes Regional Park Restoration North Fort Myers Channel Dredging for Gulf Acres Post Irma Flooding Analysis Su nset Cove Cha n nel Dredging Three Oaks Parkway South Outfall Yellow Fever Creek Restoration — Division ofNoturol Resources SFWMD Cypress & Curry Canals Topographic & Hydrograpic Survey Miller& C-1 Connector Canals R/W, Topographic, & Hydrographic Survey SWFWMD Lake June -In -Winter Watershed Protection Study Tsala Apopka Golf Course Structure Modification FDOT DISTRICT ONE SR 80 Shared -Use Path Drainage Design 26 TAB 4 PROJECT APPROACH, WILLINGNESS TO MEET TIME & BUDGET REQUIREMENTS PROJECT APPROACH, WILLINGNESS TO MEET TIME & BUDGET REQUIREMENTS UNDERSTANDING. AIM has performed a complete walkthrough of the project limits and reviewed the County's RPS and corresponding studies, including the Pine Ridge Subdivision Stormwater Feasibility Study (RWA Engineering, November 2017) and Collier County H & H Assessment Pine Ridge Watershed (Atkins, March 2014). The goal of this project is to improve drainage of the Pine Ridge subdivision through modeling and to improve the conveyance capacityof the Goodlette-Frank Ditch. Due to limited R/W, steep bank slopes and bank stabilization methods are required. The west bank requires special aesthetic and maintenance functional attention. APPROACH. With the County's desire for a quick project completion, the AIM Team will begin the project with concurrent work efforts in Survey/SUE, Geotechnical Investigation, and Modeling. SURVEY / SUE. Our in-house survey and SUE teams will get started immediately, as no subcontractor agreement coordination is required. The topographic survey integrating 3-D modeling will be utilized for design development. This project is a good candidate for our terrestrial LiDAR scanning capability, which can accurately depict project limits in terms of existing walls/ fences, utilities, streetlights, powerlines, tree canopies, and other information needed to perform design. Our team will use innovative geophysical prospecting tools, such as multi -frequency Ground Penetrating Radar (GPR) to electromagnetically locate pipes and cables. As we believe accurately locating underground utilities adjacent to the Goodlette-Frank Ditch is essential to this project's success, our in-house Hybrid Survey/SUE crews will utilize ourvacuum excavation system to verify precise positions of underground utilities appearing to conflict with the design, which results in cost and time savings during the construction phase. From our preliminary field investigation, a reuse waterline, street lighting conduit, storm drain piping, stormceptor systems, and a large watermain (currently being constructed) are present. GEOTECHNICAL INVESTIGATION. Steep ditch slopes are anticipated asthe limited R/W reducesthe opportunity to significantly expand the ditch cross-section through gradual slope that are less prone to erosion, sloughing, and instability resulting from seepage forces. As the stability of the ditch slopes are critical to successful long- term functionality, our geotechnical engineering partner (Tierra) will aid in design efforts. The team will perform subsurface exploration along the ditch to identify subgrade characteristics of soils along the project alignment consisting of Standard Penetration Test (SPT) borings, hand auger borings, and piezometer installation and readings to characterize the water table. Based on a review of the USDA NRCS Soil Survey along the ditch limits, the pre -development seasonal high groundwater (SHGWT) levels are shallow and anticipated to be within 6" of natural pre -development grades. The surficial soils along the project alignment are reported to predominantly consist of sandy soils to about 4' to 5' below natural grade underlain by clayey soils. Bedrock may be encountered as shallow as 5' below grade intermittently along the ditch alignment. Based on our experience in this part of the county, shallow bedrock is commonly referred to as "caprock" and its presence and consistency are variable. Identifying site -specific soil and material types will be critical in developing the design/typical section. Upon completion of field work, the design team will coordinate on proposed methods of channel capacity improvement and geotechnical evaluations, including recommendations for slope stabilization measures. Cost- effective options that minimize maintenance activities will be built into alternatives evaluated. As an increase 27 in channel velocities can often erode the ditch bottom, our team will also advise on the need for ditch bottom reinforcement. A geotechnical report will summarize explorations performed, subsurface conditions present, and our geotechnical recommendations to guide design and construction. We understand the County recently constructed a "pilot program" along the west bank of Goodlette-Frank Road ditch between Granada Boulevard and Pompei Lane. Design plans for this included a "HydroTurf" product anchored by Gripple TLA4 percussion anchors. Side slopes were planned at 1.75 Horizontal to 1 vertical. A review of the pilot program geotechnical report indicates percussion anchors were installed. Based on our experience with similar projects, erosion/stabilizing improvement options are likely to included flattening slopes (where R/W allows), Gabion Baskets, Fabriform, Geoweb, Articulated Blocks, Geosynthetic Reinforced Soils, and HydroTruf/Flexamat options with anchors. MODELING. Our partner (ATM) from the Southern Lee County Flood Mitigation Plan will provide modeling expertise in developing design alternatives for an improved and adequate flood protection level of service. This ditch section accepts and conveys stormwater runoff from all watershed areas identified in the study conducted by RWA Engineering and Atkins' report. Existing and proposed conditions with conceptual future improvements within Pine Ridge will be evaluated and considered. Previously prepared modelswill be reviewed, includingthe ICPR model (evaluating flood improvement alternatives in the Pine Ridge Subdivision) and SWMM model (analyzing the Pine Ridge Ditch, Canal, and associated watershed as part of the canal's downstream -most weir replacement consideration). Both will serve as base models for this study modified as needed to evaluate and test flood protection level -of -service of developed alternatives. The parameterization of the two models will be compared to current conditions for land -use characterization and representation of the conveyance system. Field reconnaissance and aerial photographs will determine where changes in land use, particularly impervious surface changes, have occurred since the base models were developed. Hydrologic parameters, including curve number(CN) and timesofconcentration (Tc)willbechanged as required to reflect current conditions. Results of field survey will be compared to geometric representation of the conveyance system in the models. The topographic field survey will include existing cross -drains, intercepting ditches, and side-drainsto provide the best data for existing conditions. Modifications to hydraulic parameterization, including materials, geometric representation, Manning's 'In" values, and conditions related to apparent level of maintenance will be incorporated into the models. Incorporation of parameter changes to hydrologic and hydraulic components will result in "existing" conditions models. Depending on the level of changes, the SWMM model may need to be recalibrated if suitable hydrologic data is available. This data would likely be obtained from the SFWMD DBHYDRO data base. Simulations using the 25-year, 3-day storm event will then be performed in preparation for assessment of design alternatives. The constructed models will be used to support design of alternatives to improve flood protection level -of - service. This is anticipated to be an iterative process in which developed alternatives are implemented in the models to evaluate effectiveness in reducing flooding. Adjustments will be made to design alternatives to optimize flood protection capabilities within existing physical constraints. Effectiveness of developed flood -improvement alternatives will be evaluated and presented using tabular and graphical tools. This would include comparisons of hydraulic grade lines and flood inundation mapping. In addition to sizing the ditch, AIM will look at piped sections of the ditch where sidewalk accesses Goodlette-Frank Road across from Orange Blossom Drive, and where Carica Drive crosses near the north end of the project. It may also be beneficial to evaluate the pipe under Vanderbilt Beach Road, as previous modeling indicated a possible restriction. Our approach will also address potential impacts to downstream flood elevations. PRELIMINARY DESIGN REPORT. Our design process will then progress with the development of a Preliminary Design Report. From our experience, AIM recommends this step to obtain County buy -in of design details early in the process to allow for focused design efforts, expedited review times, and a finished product that the County will be proud to own and maintain. This report will include a summary of applicable Survey/SUE outcomes, geotechnical finding, modeling recommendations, and the following details: 1. TYPICAL DITCH SECTION. Including the evaluation of conveyance, slope stability, initial and ongoing costs, ease of inspection and maintenance, maintenance equipment needs, and aesthetics. Conve-once Cross Section & Alternative Slope Treatment Methods. Data obtained from our initial work efforts will guide the design of the optimal conveyance cross sections and slope treatment systems. Similar tasks were completed for the Buckingham Park Bank Stabilization and West Marsh Preserve projects. Ourteam performed an initial review of the HydroTurf Slope Stabilization pilot site and will include a detailed reviewas partof the preliminary design recommendation. The conveyance capabilities of various slope treatments, sidewalk replacements, and various pipe crossings will be analyzed. Ton of Bank / Border Treatment. As indicated in the RPS, the County is requesting engineering analysis, maintenance, and aesthetics. Thus, we have included landscape architectural firm, DMJA, to guide optimal buffer alternatives that are aesthetically pleasing, low maintenance, and mitigate impacts to slope treatments. Design recommendations will include a review of the border treatments currently installed by abutting residents and consideration for root barrier needs. Intersecting End Pipes. To allow for optimal hydraulic conveyance and reduced maintenance requirements, AIM will also provide design solutions to address end treatments for pipes intersecting the ditch section. From our preliminary field investigation, the end treatment of intersecting open ditches will also need to be addressed. 2. PRELIMINARY PERMITTING EVALUATION. AIM will coordinate early with SFWMD and other pertinent regulatory agencies. Modeling efforts will be an essential supportive tool in documenting that no downstream adverse impacts occur. Documenting water quality improvements will be beneficial in obtaining a permit. From our preliminary field assessment, the County -owned parcel at the southwest corner of Goodlette-Frank Road/Vanderbilt Beach Road is identified as a possible area for ditch overflow and corresponding stormwater treatment. 3. HIGH-LEVEL PRELIMINARY OPINION OF COST. Through our strong CEI staff and our sister construction company, ACC, AIM is uniquely capable of providing informed cost estimating. In addition to initial construction cost projections, AIM will evaluate on -going maintenance costs associated with the design alternatives. DESIGN & PERMITTING. Following the public meeting and completion of the Preliminary Design Report, AIM will move forward with design. AIM will prepare 30%, 60%, and 100%construction plans utilizing ourQA/QC program to produce consistent high -quality plan sets to reduce County review time. Early in this process, constructability reviews and cost -estimating will be provided by our in- house Vice President of Construction, Jadon Hull, PE, CGC. As part of design, Mr. Neff and our Landscape Architects will prepare a regular and long-term maintenance plan for the proposed design. Mr. Neff's background will prove invaluable as he was responsible for maintenance efforts as a Public Works Director for many years. Also guided the recommendation of the Preliminary Design Report, AIM will finalize permitting requirements for the unique and project -specific design. AIM has successfully permitted numerous projects with this approach and will coordinate with permitting agencies early in the process to avoid a lengthy redesign process. BIDDING SERVICES & CONSTRUCTION CONTRACT ADMINISTRATION. Our experience of controlling work through our stormwater-specific specifications minimizes ambiguities during the construction phase. Although the County is not requesting full CEI services, our in-house experts in construction -related services will work closely with the County's CEI firm or in-house staff to ensure a smooth construction phase. COMMUNITY OUTREACH & PUBLIC INTERESTS. AIM will consider community outreach and public interests from the project kickoff meeting with the County through project completion. The County indicated the need for this effort to anticipate four presentations. From our experience adjacent landowner feedback is recommended to be considered prior to the finalization of the Preliminary Design Report (at minimum). As the former Public Works Director of the City of Cape Coral, Steve Neff has extensive public involvement experience. Maggie Bruno also contributes 27 years of community outreach experience to supplement public interest efforts wherever needed. 29 CD m 0 c a° o c U o al 'o a c a w z Q w etl c s c c t N � v O a a c 3 c p it N� N W p 5 v c y 4) O1 - C H N a o O E p1 OI c C a c v O. 0 v FL3> N E ;O m ,n O U W n v W o 2 T > Q o >. N o v o a w O a j C m C dl OI > -a j .O U C E O c 0 ,U a p c C L -� c w CL Ei U 3 U� U " U V o v GI a N 2 o N a= v o_ m o w a Q o c o a oy oo o v o o 0 `o N N ci d d d U M U .O U d U m d U U N O N v E C a a O N C N N c 0- -0 N— eo O 'er 'te a N i s N ' U NWi U v 6E pC N v T c N c v a N z o c E E� u v O> O 0 N U O N L > N s O d Y 10 u 0 C E C O U L L O Ul E O Ul c u QJ y a N O E N Q Z O O yN O v= v -O t6 fl- y a O p y 0` c y bo in Ou N c D Q' U O vi u N C vui ra Y c O m O c6 — N 0 p_ Z m c $ u a— .3 m a au u °p N D m E° Z p N u E-- o -_ N d E W T E .� C H F- N O Q D 0 -O p v coo E O a� m a E c 0 +� u .� c v s Q ro U1 0 Z Z ♦- m O N c U d a N E i L O .ca u a O C d� u W 0 W O 'viV E O -0 a~ U +L+ m N = O w U E TO CO O } 0?cu W- WE O_ (N do ya am° Q z v� .yN N-cu U E - W�E oW z aO = vOL �y-'o O uNO 2 m O ) ao v c o V s a W O� OH � do C v N po Q U O a o CuO OvU�n pbA aNp SO_ LWCOC LCtOD Wc .- O T O O UN FU U OV u> }tiOi W02 O 0 .c-C E vO E 0,2 V O D mN p u 6 O O aU 0 N PROJECT MANAGEMENT. Throughout the life of this project, AIM is committed to maintaining open lines of communication with all stakeholders and providing regular progress reports with all members of the team. Our Project Manager, Steve Neff, PE, and Design Manager, Benjamin Bledsaw, PE, will work to ensure that regular communication remains a top priority. Internally, the communication abilitieswithintheAIMTeam areenhanced for this project given the bulk of the professional services will be provided though our in-house staff. Our internal use of the Axium Ajera Project Management and Advanced Accounting software allows our staff to stay continually informed of the project schedule and budget. We will meet regularly with the County to review project status, resolve any outstanding issues, and document decisions by preparing minutes to ensure clear communications are understood by all parties. Ben Bledsaw, PE, will conduct a weekly internal meeting, at minimum, to update the team on the project's standing regarding critical tasks, budget, and schedule. While all team members appreciate and understand the "big picture" of all tasks, each member will focus on their specific area(s) of responsibility, thereby improving each element of the project to meet the goal of the stormwater and ditch improvements. At AIM, we utilize various elements of communication to effectively collaborate with team members. Our primary form of internal collaboration is through virtual platforms, such as Microsoft Teams, that allow for screen sharing and more accurate/efficient sharing of information. This format also allows for relationship building through personal "face-to-face" interactions that may not otherwise be possible. MANAGING OVERALL COST OF THE PROJECT. AIM's experience in stormwater improvement projects translates into a skilled approach in providing cost-efficient designs that are economical to maintain. For this project, AIM's experience in both stormwaterand transportation projects provides an ideal fit to optimize the life -cycle cost and provide value -engineered stope stabilization solutions. The Preliminary Design Report is a tool that AIM will use to control the project costs and schedule. This "measure twice, cut once" approach ensures everyone is satisfied with the design approach. Our team's expert modeling capabilities will provide an optimized tool to assist in selecting high -quality conveyance sections with a low overall lifecycle cost. Quality constructability reviews can yield significant cost savings in the construction phase. Based on our strong background in CEI and support of our sister construction company ACC, AIM provides unparalleled constructability and cost estimating expertise. The conveyance section design will be tailored to address the ongoing maintenance issues unique to this specific project. As AIM maintains long-standing relationships with clients, we routinely review maintenance challenges that affect ongoing annual costs. In addition, Mr. Neff's numerous years overseeing similar long-term stormwater maintenance challenges will provide outstanding design guidance to reduce maintenance costs and access. As experienced on the SR 80 Shared -Use Path (SUP) Drainage Design for FDOT District One, we will integrate utility and transportation components early in the design process to avoid costly construction delays. For this project, AIM integrated utility considerations into the design of a large road -side ditch to greatly reduce the need for utility relocations during construction. Early utility coordination a [lows for conflicts to be addressed in the most cost-efficient manner. As this improvement project has the potential to include the replacement/upsizing of pipe crossing, along with the corresponding affected transportation and utility components, ourSR80SUP experiencewill prove beneficial. Additionally, the use of our SUE capabilities will allow the design team to make informed and accurate decisions. Due to the presence of the water reuse line, streetlighting conduit, and recently installed water main within the ditch R/W, knowing precisely where utilities are located will allow us to mitigate costly construction change orders. 31 As another cost -control tactic, the AIM Team will provide timely responses to Requests for Additional Information from the Contractor. The longer it takes to provide a response or solution, the greater the risk for construction delaysand increased cost. Ourexperience in providingfield observation during the construction phase provides the Cou ntya proven track record for rapid assistance in reviewing field challenges. Most issues are proactively solved through an FOR Field Order, which mitigates potential change order impacts to project cost. On a recent design project for LA-MSID, a major water control structure (LA-MSID Weir S-H-2) failed due to erosion and structure undermining from high stormwater flows produced during Hurricane Irma. With AIM's assistance, LA- MSI Dsuccessfullyobtained a grantfortheweir's replacement from the NRCS. As part of the grant requirements and emergency nature of the project, the schedule was greatly accelerated. From initial project kickoff/surveying to final construction plans, AIM designed the weir replacement within a 3-month duration. The expedited project was then successfully permitted and constructed within a very aggressive post -design schedule with no change orders. The replacement weir included a fully automated multi - gate weir structure with remote telemetry capability. ACC aided in the timely selection of manufacturer components that were readily available, cost-efficient, and LA-MSID System compatible. FOCUS ON QUALITY. AIM's approach to every project begins with quality. Our focus on quality helps us to meet the budget needs and high -quality standards of our clients. Our dedicated QC Program will help us maintain the project schedule and reduce County review times. The QC Program will be applied to every document submitted to the County. As Project Manager, Steve Neff, PE, will ensure that all team members, including subconsultants, comply with the QC Program. The foundation of our QC Program is an extensive process of reviews performed by qualified personnel who are not directly involved in the completion of a task. Each deliverable will undergo our comprehensive checking procedure set forth in our QC Plan and illustrated below. ORIGINATOR _410- CHECKER Agree * GR Markup --- 0 RE Comment mom* ED ORIGINATOR If agrees with Markup, then BLUE CHECK next to markup If disagrees, then BLUE "X' next to markup' 'Originator will need to discuss first wiM Checker CADD to check for conformance to CADD standards YELLOW HIGHLIGHT all corrections Make new plot Verify corrections vs, plot by HIGHLIGHTING blue check Make changes, if necessary New Plot with Original Markup back to Checker BACK CHECK Verify correct changeswith---I�GREEN CHECK New markup, if necessary ---� RED New comments, if necessary 11- ED CADD Corrections Needed? Yes? --- * Return to CADD No?-* Final Plot and Original Markup to Originator OC DOCUMENTATION Review for Submittal Scan & File QC Markups Email Quality Assurance Manager QA DOCUMENTATION Response Email to Originator ADAPTIVE TECHNOLOGY. Through the pandemic, we have successfully implemented changes in how we communicate with clients and complete projects, including the utilization of video conference platforms. These platforms allow for sharing of files, plans, documents, photos, videos, and for taking real-time notes as group discussions occur, all while attendees participate virtually. Although initially implemented due to the pandemic, we have found these changes to be time- and cost-efficient and have accordingly integrated them into our daily collaboration, both internally and externally, to allow our team to participate from the field, even providing real-time visual information via live streaming. 32 In summary, the team of personnel being proposed for this project was curated for the County based on our in-house and subconsultant capabilities to carry out our approach, experience and knowledge of the project elements, team member availability, and a dedication to our clients that strengthens our purpose of delivering projects that are not only functional, but meaningful and sustainable. We understand the requirements of this project and commit to providing cost-efficient and timely deliverables to the County. We thank you for your consideration and look forward to the opportunity to provide the County a successfully completed project. 33 �`�' � - `. "` _. �� ._ { - 1 � I -� 7 M 1 I 1 _ 1 :y r } 'Y��. �. �. '� k `�. LOCATION The AIM Team will be based out of our Fort Myers office, approximatly+/-45 minutes away from the project site. Our close proximity to the County's offices and the project site allows our team to respond immediately and economically to any County concerns and potential project issues that could affect the budget or project scheduling. 1 AIM HEADQUARTERS & � TEAM OFFICE LOCATION • Support Offices Clearwater 5T• P FORT MYERS $ist,fiv:f Orlando 4 PROJECT LOCATION Co ier Countyi 34 URKtNI,& D WORKLOA[ IRA RECENT, CURRENT, & PROJECTED WORKLOADS OF THE FIRM AIM has evaluated our recent, current, and projected workloads and the availability of the assigned professional personnel. Based on the tables below, we are confident thatwe have sufficient resources and availabilityto allocate to this improvements project. We commit to assigning an adequate number of experienced personnel to this project so that the project is completed in a timely manner and that it exceeds industry quality standards. The anticipated availability of the key team members is shown on the this page and projected based on existing backlog, historical trends, and anticipated workload. Recent key hires and entry level staff are currently available to begin work. Our diversity of staff ranges from recent graduate entry level personnel to design professionals and technicians with 20 to 40+ years of experience. Our depth of resources allows us to mentor entry level staff while maintaining the focus and intent of a project. As staff transitions from projects that are nearing completion, full- time dedicated resources are on hand to service on this contract. As noted in previous tabs of this proposal, AIM and oursubconsultants have backup staffavailable, should additional resources be required. PROJECT Hancock Bridge Parkway Sidewalk Lee County Design is complete. Construction is underway. Miscellaneous Engineering Services Glades County USACE Moore Haven Canal permit monitoring. Tsala Apopka Golf Course Weir SWFWMD Design is complete. Project is bidding soon to complete construction during the 2021-2022 dry season. CR 721 Resurfacing Glades County Project is currently in design. The team is developing preliminary design options for portions of the road that are failing. Golden Gate City Outfalls Collier County Project is currently in design. Tidal Creek Evaluation Collier County AIM completed the first round of tidal waterway assessments. Multiple future assessments will occur surrounding major storm events. KEY TEAM MEMBER Steve Neff, PE ROLE Project Manager FIRM AIM AVAILABILITY 65% Ben Bledsaw, PE Design Manager AIM 65% Shawn Swets, PE Principal -in -Charge AIM 45% Jadon Hull, PE, CGC QA Manager/ Construcability AIM 45% Daniel Schroeder, PE Design Modeling/Site Design AIM 75% Darren Townsend, PSM Survey Manager AIM 55% Ron Kerfoot, PE, PSM Utility Design / Survey QC AIM 65% Marty Morlan, PE Design QC Manager AIM 75% Maggie Bruno Public Involvement AIM 45% Robert Burleson, PE Modeling/Water Quality ATM 35% Mark Novak, PhD, PE Geotechnical / Soils Evaluation Tierra 40% Greg Diserio, RLA Landscape Design DMJA 15% 35 ,1�. L ... P � . '1 V ry ` �..rf �� 1 ..., I �' r� I !� _ 1 4 7 '. �' �i 1- ' w i } 1 ' I I I ,�,� _ _ �.. '�• , � _'_ t ? . }.- ..a ..��.� �i'� � 'tea., 7° ,�.5`,. � - .Y,,� T i _ �, *: ..ti t y p �� . ., _ y ` 'ji S". �� ' �n �:: . - r � �a�. ' .i.nv%y�"�'� . r {• . �. 1 � , K .: CERTIFICATIONS, LICENSES, 4DDENDA, & FORMS AIM ENGINEERING & SURVEYING, INC. DEPARTMENT OF STATE CERTIFICATION State of Florida Department of State I certify from the records of this office that AIM ENGINEERING & SURVEYING, INC. is a corporation organized under the laws of the State of Florida, fled on June 18, 1990. The document number of this corporation is L80948. I further certify that said corporation has paid all fees due this office through December 31, 2021, that its most recent annual report/uniform business report was filed on January 27, 2021, and that its status is active. I further certify that said corporation has not filed Articles of Dissolution. Given under my hand and the Great Seal of the State of Florida at Tallahassee, the Capital, this the Twenty-seventh day of January, 2021 &A� Secretary a,f'Stute Tracking Number: 1127004196CC To authenticate this certificate,visit the following site,enter this number, and then follow the instructions displayed. http s: //services.sunbiz.org/Filings/C ertificateOfstatus/CertificateAuthentication 36 AIM ENGINEERING & SURVEYING, INC. E-VERIFY COMPANY PROFILE E-Verify Welcome = MENU Tracy Levy Company Information Company Name AIM Engineering & Surveying, Inc. Company ID Number 147103 Doing Business As (DBA) Name DUNS Number Physical Location Address 1 2161 Fowler Street Address 2 Suite 100 city Ft Myers State FL Zip Code 33901 County LEE Mailing Address Address 1 Address 2 city 37 AIM ENGINEERING & SURVEYING, INC. SUNBIZ CERTIFICATION 2021 FLORIDA PROFIT CORPORATION ANNUAL REPORT DOCUMENT# L80948 Entity Name: AIM ENGINEERING & SURVEYING, INC. Current Principal Place of Business: 2161 FOWLER STREET SUITE 100 FORT MYERS, FL 33901 Current Mailing Address: 2161 FOWLER STREET SUITE 100 FORT MYERS, FL 33901 US FEI Number: 65-0197775 Name and Address of Current Registered Agent: HULL, JERRON K 2161 FOWLER STREET SUITE 100 FORT MYERS, FL 33901 US FILED Jan 27, 2021 Secretary of State 1127004196CC Certificate of Status Desired: Yes The above named entity submits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida. SIGNATURE: Electronic Signature of Registered Agent Officer/Director Detail Title CHAIRMAN Name HULL, JAMES D Address 2161 FOWLER STREET SUITE 100 City -State -Zip: FORT MYERS FL 33901 Title T Name LEVY,TRACY Address 2161 FOWLER STREET SUITE 100 City -State -Zip: FORT MYERS FL 33901 Title VP Name FLYNN, BERNARD L III Address 2161 FOWLER STREET SUITE 100 City -State -Zip: FORT MYERS FL 33901 Title VP Name MARION, MICHAEL G Address 2161 FOWLER STREET SUITE 100 City -State -Zip: FORT MYERS FL 33901 Title S VP Name HULL, JADON D Address 2161 FOWLER STREET SUITE 100 City -State -Zip: FORT MYERS FL 33901 Title PRESIDENT, CEO Name HULL, JERRON K Address 2161 FOWLER STREET SUITE 100 City -State -Zip: FORT MYERS FL 33901 Title VP Name DONAHOO,SEAN Address 2161 FOWLER STREET SUITE 100 City -State -Zip: FORT MYERS FL 33901 Title VP Name SWETS, SHAWN D Address 2161 FOWLER STREET SUITE 100 City -State -Zip: FORT MYERS FL 33901 Continues on page 2 Date I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath; that I am an officer or director of the corporation or the receiver or trustee empowered to execute this report as required by Chapter 607, Florida Statutes; and that my name appears above, or on an attachment with all other like empowered. SIGNATURE: JERRON K HULL PRESIDENT 01/27/2021 Electronic Signature of Signing Officer/Director Detail Date 38 AIM ENGINEERING &SURVEYING, INC. W-9 Form Request for Taxpayer Give Form to the (Rev. October 2018) Identification Number and Certification requester. Do not Department of the Treasury send to the IRS. Internal Revenue Service ► Go to wimmira.govlFormiW9 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. AIM Engineering & Surveying, 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 Rfollowing seven boxes. certain entities, not individuals; see a instructions on page 3): p ❑ Individual/sole proprietor or ElC Corporation ❑� S Corporation ElPartnership El Trust/estate 0 ;A single -member LLC Exempt payee code (if any) 0 0 ❑Limited liability company. Enter the tax classification (C=C corporation, S=S corporation, P=Partnership) ► `0 2 Note: Check the appropriate box in the line above for the tax classification of the single -member owner. Do not check Exemption from FATCA reporting 0 LLC if the LLC is classified as a single -member LLC that is disregarded from the owner unless the owner of the LLC is another LLC that is not disregarded from the owner for U.S. federal tax purposes. Otherwise, a single -member LLC that code if any) It. is disregarded from the owner should check the appropriate box for the tax classification of its owner. .� ❑ Other (see instructions) to (Mana9 ro•.o,,.rts menrem,a onside the RS) fA 5 Address (number, street, and apt. or suite no.) See instructions. Requester's name and address (optional) 2161 Fowler St., Suite 100 6 City, state, and ZIP code Fort Myers, FL 33901 7 Ust account numbers) here (optional) MOM Taxpayer Identification Number (TIN) Enter your TIN in the appropriate box. The TIN provided must match the name given on line 1 to avoid Social security number backup withholding. For individuals, this is generally your social security number . However, fora resident alien, sole proprietor, or disregarded entity, see the instructions for Pan I,, later. For other entities, it is your employer identification number (EIN). If you do not have a number, see How to gei a TIN, later. Or Note: If the account is in more than one name, see the instructions for line 1. Also see What Name and I Employer identification number Number To Give the Requester for guidelines on whose number to enter. F—r-7 III Certification Under penalties of perjury, I certify that: 1. The number shown on this form is my correct taxpayer identification number (or I am waiting for a number to be issued to me); and 2. 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 return. For real estate transactions, item 2 does not apply. For mortgage interest paid, acquisition or abandonment of secured property, cancellation of debt, contributions to an individual retirement arrangement (IRA), and generally, payments other than Interest and dividends, you are not required to sign the certification, but you must provide your correct TIN. See the instructions for Part 11, later. Sign Signature of Here U.S. person ► General Instri Section references are to the Internal Revenue Code unless otherwise noted. Future developments. For the latest information about developments related to Form W-9 and its instructions, such as legislation enacted after they were published, go to www.irs.gov1FomnW9. 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) Cat. No. 10231X Date► 02/05/2021 • Form 1099-DIV (dividends, including those from stocks or mutual funds) • Form 1099-MISC (various types of income, prizes, awards, or gross proceeds) • Form 1099-8 (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. If you do not return Form W-9 to the requester with a TIN, you might be subject to backup withholding. See What is backup withholding, later. Form VII (Rev. 10-2018) 39 AIM ENGINEERING & SURVEYING, INC. C01- GENERAL LIABILITY weoo 40 AIM ENGINEERING & SURVEYING, INC. COI - PROFESSIONAL LIABILITY 41 AIM ENGINEERING & SURVEYING, INC. FDOT PRE -QUALIFICATION LETTER FDOTT Florida Department of Transportation RON DESANTIS 605 Suwannee Sheet KEVIN J. THIRAULT, P.E. GOVERNOR Tallahassee, FL 32399-0450 SECRETARY June 14, 2021 Sean Donahoo, Vice President AIM ENGINEERING & SURVEYING, INC. 2161 Fowler Street, Suite 100 Fort Myers, Florida 33901 Dear Mr. Donahoo The Florida Department of Transportation has reviewed your application for prequalification package and determined that the data submitted is adequate to technically prequalify your firm for the following types of work: Group 2 Project Development and Environmental (PD&E) Studies Group 3 Highway Design - Roadway 3.1 Minor Highway Design 3.2 Major Highway Design 3.3 Controlled Access Highway Design Group 7 Traffic Operations Design 7.1 Signing, Pavement Marking and Channelization Group 8 Survey and Mapping 8.1 Control Surveying 8.2 Design, Right of Way & Construction Surveying 8.4 Right of Way Mapping Group 10 Construction Engineering Inspection 10.1 - Roadway Construction Engineering Inspection 10.3 - Construction Materials Inspection 10.4 - Minor Bridge & Miscellaneous Structures CEI 10.5.1 - Major Bridge CEI - Concrete Group 13 Planning 13.5 Subarea/Corridor Planning 13.6 Land Planning/Engineering Your firm is now technically prequalified with the Department for Professional Services in the above referenced work types. The overhead audit has been accepted, and your firm may pursue projects in the referenced work types with fees of any dollar amount. This status shall be valid until June 30, 2022 for contracting purposes. A -".'I P.t.. Home/ Field Facilities Premium Reimburse Home Field Branch Overhead Capital Cost Overtime Actual Direct Direct Overhead of Money Expenses Expense Expense 164.08 % 113.34 % 0.338 % Excluded No 3.57% 16.53%* *Rent and utilities excluded from field office rate. These costs will be directly reimbursed on contracts that require the consultant to provide field office. Per Title 23, U.S. Code 112, there are restrictions on sharing indirect cost rates. Refer to Code for additional information. Should you have any questions, please feel free to contact me by email at carliayn.kell@dot.state.fl.us or by phone at 8504144597. Sincerely, Carliayn Kell Professional Services Qualification Administrator 42 AIM ENGINEERING &SURVEYING, INC. FIRM & PERSONNEL PROFESSIONAL LICENSES Licensee Name: AIM ENGINEERING & License Number: 3114 SURVEYING, INC. Rank: Registry License Expiration Date: Primary Status: Current Original License Date: 02/23/1981 Related License Information License Status Related Party Relationship Relation Rank Expiration Number Type Effective Date Date 25453 Delinquent, HULL, JAMES DAVID Registry Professional 02/28/2021 Active Engineer 59365 Current, HULL, JERRON KAREY Registry Professional 02/28/2023 Active Engineer pf Ran Dellis Governor - � FBIE FLORIDA BOARD OF a STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES HULL, JERRON KAREY '1 2161 FOWLER ST. FORT MYERS FL 33901 LICENSE NUMBER: PE59365 EXPIRATION DATE: FEBRUARY 28, 2023 Always verify licenses online at MyFloridaLicense.com o �o Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document. Florida Department of Ag iculture and Consumer Services Division of Consumer Services - License No.: LB3114 _ Board of Professional Surveyors and Mappers 2005 Apalachee Pkway Tallahassee, Florida 32399-6500 Expiration Date February 28, 2023 Professional Surveyor and Mapper Business License Under the provisions of Chapter 472, Florida Statutes AIM ENGINEERING & SURVEYING INC 2161 FOWLER ST STE 100 FORT MYERS, FL 33"1-3902 NICOLE "NIKKI" FRIED COMMISSIONER OF AGRICULTURE —is ro—e fyrh,iM1e professional surveyorand mapper whosenameandadd,ess arc h—above is licensed as requ'ved by Chapter 472. FIRM. SDwies. 43 on Desnntis, Governor A., FB11 PE ,,..»�,M.�. STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN 15 LICENSED UNDERTHE PROVISIONS OF CHAPTER 471 FLORIDA STATUTES =V, NEFF,STEVEN MICHAELI 1210 SE VAN LOON TERR f CAPE CORAL FL 11190 rti5— LLZlNiD�R: 5 EXPIRATION DATE: FEBRUARY28, 2023 Always verify licenses online at MyFloridaLicense.com o, o This is Do not alter this document in any form. your license. It is unlawful for anyone other than the licensee to use this document. Ron Desantis, Gwemor FBPE STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDERTHE PROVISIONSOF CHAPTER 471, FLORIDA STATUTES WE SHAWN DAVIC7 �- 22348 PANTHER RUN COURT LAND O LAKES FL 34639 C_ LICENSE NUMBER: PE60274 EXPIRATION DATE: FEBRUARY 28,2023 Always verity licenses online at 14yFl,,id,U... se—na Ell o Do not alter this document in any form. 0 This is your license. It is unlawful for anyone other than the licensee to use this document. oaDe=a t, Go.e, o, FBPE STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL�ENGINEER HEREIN'IS7 (lq ED UNDERTHE PROVISIONS OF CHAPTER 47y1`L0 TUTES f HULL, JADON Ill 160 N gIVERVIEW .LABELLE FL339 AFL LICENSE NUMBER: PE72157 EXPIRATION DATE: FEBRUARY 28,2023 Ahvays verify licenses online at MyFloridaLicense.com o. o Do not alter this document in any form. Oj This is your license. It is unlawful for anyone other than the licensee to use this document. Ron OesanNs, Governor FBPE STATE OF FLORIDA it BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDERTHE PROVISIONS OF CHAPTER 471 FLORIDA STATUTES BLEDSAW, BENJAMIN R. 8802 FAWN RIDGE DRIVE FORT MYERS FL 33911 fa LICENSE NUMBER: PE71514 EXPIRATION DATE: FEBRUARY 28,2023 Always verify licenses online at MyH,, daLicense.com 0, Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document. aaDe=aat,a,Gwemar FBPE STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDERTHE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES SCHROEDER, DANIEL WILLIAM 9791 LAS CASAS DRIVE FORT MYERS FL 33919 C_ LICENSE NUMBER: PE78646 EXPIRATION DATE: FEBRUARY 28,2023 Always verify licenses online at MyFloridaLicen...— o, • o Do not alter this document in any form. O This is your license. It is unlawful for anyone other than the licensee to use this document. .3 map R on Desantls, G.—, Nals eeshears. Secrebry dNpr .. STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD THE GENERAL CONTRACTOR HEREIN IS CERTIFIED UNDERTHE PROVISIONS OF CHAPTER 489 FLORIDA STATUTES i HULL,JADON DWANE x AIM CONSTRUCTION CONTRACTING, LLC 2161 FOWLER STREET SUITE 100 FORT MYERS FL 33901 Lam' ♦ '�" C LICENSE NUMBER CGC152970T_7D EXPIRATION DATE: AUGUST 31, 2022 Always verify licenses online at MyFloridaLicense.com off; o Do not alter this document in any form. 0 This is your license. It is unlawful for anyone othe, dhan the licensee to use this document. E M aoa Dasaau:, covemor FBPE STATE OF FLORIDA BOARD OFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDERTHE PROVISIONS OF CHAPTER 471 FLORIDA STATUTES MORLAN, MARTY L ? 1225 WISCONSIN AVENUE PALM HARBOR FL34683 LICENSE NUMBER: PE45$26 EXPIRATION DATE: FEBRUARY 28,2023 Always verify licenses online at MyFloridaLicense.— o>r�; , o Do not alter this document in any form. OThis is your license. It is unlawful for anyone other than the licensee to use this document. De�nh,.emar FBPE STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAiENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF O--F CHAPTER 471, FLORIDA STATUTES KERFOOT, RONALD E' ? 1909 SE 15T ST 1 CAPE CORAL FL 33990 LICENSE NUMBER: PE20768 EXPIRATION DATE: FEBRUARY 28, 2023 Always verity licenses online at MyFloridaLicense.corn IN IN Do not alter this document in any form. O`r This is your license. It is unlawful for anyone other than the licensee to use this document. Florida Department of Agriculture end Consumer Services Divisi.0. coS.r- services License No.: LS6476 Board of Professional Surveyors and Mappers /11 2005 Apalachee Pkway Tallakassee, Florida 3239Afi500 Expiration Date February 28, 2023 Professional Surveyor and Mapper License Under the provisions of Chapter 472, Florida Statutes DARREN K TOWNSEND _ 4090 HORSE CREEK BLVD FORT MYERS, FL 33905-8305 n 1 U! �t- NICOLE "NIKKI" FRIED COMMISSIONER OF AGRICULTURE TMars,a ram prz aau�:..ep an ppe M1oxnure enaamrzxxshown ahoce is M1anxe ssreq rztler p li. FlmmSwrvm, Florida Department of Agncnlmre and Carsumer Services Division of Consumer Services License No.: LS2994 Eaard of Professional Surveyors end Mappers MS Apalachee Pkway Tellaka—, Florida M399-6500 Expiration Date February 28, 2023 Professional Surveyor and Mapper License Under the provisions of Chapter 472, Florida Statutes RONALD ESSEX KERFOOT _ 1909 SE IST ST CAPE CORAL, FL 33990-1349 n COMMISSIONER OF AGRICULTURE 45 APPLIED TECHNOLOGY& MANAGEMENT, INC. FIRM & PERSONNEL PROFESSIONAL LICENSES 2/26/2021 DBPR - APPLIED TECHNOLOGY & MGNT INC, Registry wxaraNavrxr Licensee Details U-- Inlormatim Name: Aw rm TECHNOLOGY 6 MGNT INC (vnm..T wama) Mahn Addle- 3301 MW 40TH TERRACE GAINEWILLE FI&Hft 316OS Cwnry: AII. CHUA License Mailing: 3301 NW 40TH TERRACE GAINESYILLE FL 32605 cnunry: ALACIUA UeanseLocacon: Ucema Information U—Se Type: Regisdy Rank: Registry U— N.m — 4f 9 SLa NS: C.—e lkensure Uate: 0410111967 Expires: 5petlal Quali}Icarrons QuallTkatlon E//ective State of ' Florida Department of State I cemfa• fiom the records of dus office dial APPLIED TECHNOLOGY AND \1ANAGEMENT INC is cotponaatuSll on orgzed nutlet the lama of tit State of Fonda_ fikd on \larch 27, 1994 The documrnt number of this cotporatiou is G93359 I funhel cenih• dial said corpotation has paid all fees due IN, office duouFli December 31. '0_ 1. that its moo tecent annual report umfotm business tepon was filed on January i l 2021, and that m status la acme I further cetuh' that said cotpontion has now filed Anicles of Dissolution Gnrn —Arr, — Eaw/ awl rAr GMT/ iNl s/1h, Swe Of Fl, & .t 7tinakhr—, the (ihFNral, rMii rite D—rip aLi efF.ww.n.:I:7 0 Secretary ofstese 619r-11CA c is aaJ..iieer ity aarid,ewr,ai* A.sr4nwt m.wf.r rV' au4.. sad rr I.R.. 6. Ish—harirhih hYhFlgnL Equ r.kw..E4.r6fY.pCMlfr.rOlSrw.[..e�rt..w �.eE.an...w R..} a...ra... AFRPF STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL CW WEER "MIN IS LiCEN5E D UNDE R THE M%ri5k0N5O6CHAPTER47t FJORIDASTATUTES BURLESM WBERT WEBLEY 3$6 TURRETC REEK AL W'A FL 32615 tiamm NURERER -1-7 DXPMATiOFr DATL FEBRUARY zF. gon Aswn wMr krwn Div M iprienaa • • .�. �. D. hha rlrrr iM.onthhiMR is any Imw iror M yar.6[ar. R A raiawfr. b — a*rrr i►in Yw kaww ro rwe nw Aa �wrvrr DAVID M. JONES, JR. & ASSOCIATES, INC. FIRM & PERSONNEL PROFESSIONAL LICENSES Ron DeSantis, Governor Halsey Beshears, Secretary STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF LANDSCAPE ARCHITECTURE LICENSE NUMBER: LCC000063 EXPIRATION DATE: NOVEMBER 30, 2021 THE LANDSCAPE ARCHITECT BUSINESS HEREIN HAS REGISTERED UNDER THE PROVISIONS OF CHAPTER 481, FLORIDA STATUTES DAVID M JONES JR & ASSOC INC 2221 MCGREGOR BOULEVARD r.t''��$.LL FORT MYERS FL 33901 .i>tr�: { ISSUED: 12/03/2019 Always verity licenses online at MyFloridaLicense.com Do not alter this document in an form. This is your license. It is unlawful for anyone other than the licensee to use this document. State of Florida Department of State 1 certih- froni the records of thus office that APPLIED TECHNOLOC N' A.\'D %LA.NAGE.\SEN'T. LNC us a corpmatim orgawzed under the laws of the Suite of Fknda, filed on Nfarcli ' 7. 1994 The document number of dus corpaation is G93359 I fiuiller cmiK that sand cotporattoo has Paid aL fees due this office through December 31. 2021. that its moo recent annual report un dornn business report was filed w Jaguars' 11, 2021, and that its status rs wttsr I Chiller certiN, that scud cor"ation bas not filed Articles of Dissohuion Gnvw wwlrr, an, li—d u/ d,a Grwt %-I frh, Srni Jn.rrA. .r Tall.e.—. t:a Capw.l, ra;, lba D—re Ia4s of J.w..- e: l A 10 Secieur). of Sfwe r.rtd.t X—►n, 6 "1.`r.1JCC T. - - ._ Ac —.A-- Aa 9 16 .4 aaa,awr. ,4..�... ,✓ rM adrw Art.rlrara,w. A•pls.tl jrt/r —w,--6. -t f our Ron DeSantis, Governor Halsey Beshears, Secretary STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF LANDSCAPE ARCHITECTURE LICENSE NUMBER: LA0000840 EXPIRATION DATE: NOVEMBER 30,2021 THE LANDSCAPE ARCHITECT HEREIN HAS REGISTERED UNDER THE PROVISIONS OF CHAPTER 481, FLORIDA STATUTES DISERIO, GREGDRY JOSEPH OY O 4648 VARSITY CIRCLE + F LEHIGH ACRES FL 33971 yp ISSUED: 11/16/2019 Always verity licenses online at MyFloridaLicense.com Do not alter this document in an form. This is your license. It is unlawful for anyone other than the licensee to use this document. itSOUTH FLORIDA WATER MANAGEMENT DISTRICT REGISTERED VENDOR NO.: 113132 December 17, 2018 Mr. Greg Diseno, Vice President David M. Jones, Jr. and Associates, Inc. CERTIFICATION EXPIRATION DATE 2221 McGregor Blvd. December 117, pal Fort Myers, FL 33901 Dear Mr. Disedo: Congratulations, the South Florida Water Management District (District) has recertfied your firm as a Small Business Enterprise (SEE). This certification is valid for three (3) years and may only be applied when business is conducted in the following area(s): Professional Landscape Arenaectural Services Your sabmiwa/ If or proposal, m supply Who, madoos or services saw;de or the specmlly m euf+l norm above will nor roans coward SBE pan elpa Ian. I/you r,qu... c.ornii non ;t Weer specialty arras, please entancl Mr I'Monemenr aureem, SBE section,for additional infoonadan. Renewal is required every three (3) years and should be requested a minimum of 45 days prior to the above e ipirabon date. If any changes occur within your company during the certification period such as ownership, affiliate company status, address, telephone number, licensing status, gross revenue, or any information that relates to your SEE Certification status, you must notify this office in writing immediately. It is imperative that we maintain current information on yourcompanyat all times. FAILURE TO REPORT CHANGES MAYRESULT/N DECERTIFICATION. Certification is not a guarantee that your firm will receive work, nor an assurance that your firm will remain in the Distriefs vendor database. We look forward to a mutually beneficial working relationship. n rely, nVN Jo nil Fox 7 Sr. ontrect Compliance Specialist Pr uremem Bureau JLF/se lubaaad. Will PM.—KDooda9'1906 • (561)6agaam • I——Mailing Addwss:P.0.9ox2ae9a.Wew Palmamd,rl.1ar16d69a• —mdgov Ron DeSantis, Governor Halsey Beshears, Secretary STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF LANDSCAPE ARCHITECTURE LICENSE NUMBER: LA6667459 EXPIRATION DATE: NOVEMBER 30, 2021 THE LANDSCAPE ARCHITECT HEREIN HAS REGISTERED UNDER THE PROVISIONS OF CHAPTER 481, FLORIDA STATUTES PRENTICE, JAROD A 2221 MCGREGOR BLVD FORT MYERS FL 33901' 0 ISSUED: 11/ib/2o19 Always verify licenses online at MyFloridaLicense.com Do not alter this document in an form. This is your license. It is unlawful for anyone other than the licensee to use this document. 47 TIERRA, INC. FIRM & PERSONNEL PROFESSIONAL LICENSES Licensee Details Licensee Information Na— STEDIE, DAVID ANDERS (Primary Name) DIVERSIFIED PROFESSIONAL SERVICES CORPORATION; TIERRA INC(DBA Name) Main Addis— 2009 NANCY AVE LUTZ Florida 33549 County: HILLSBOROUGH License Mailing: LiceoseLocation 11— Information Lirease Type: Rank License Humber. Status: U-11 Lire Date: Expires: Professional Geologist PG PG1944 Current,Acti�e OB/16/1996 07/31/2022 ono �t,�e�emo,FBPE is STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDERTHE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES NOVAK, MARC EDMOND 22601 CLIFFSIDE WAY LAND O' LAKES FL 34639 LICENSE NUMBER: PE67431 EXPIRATION DATE: FEBRUARY 28, 2023 Always verify licenses online at MyFlorid,License.com O' O Donot alter this document in any form. O ` This 15 your license. It is unlawful for anyone he, than the licensee to use this document. o� o.s,�m. ewemor AFBPE °r" STATE OF FLORIDA .�wa P BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDERTHE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES FREDERICK, ERICK MATTHEW 1346 DRAGON HEAD DRIVE VALRICO FL 33594 L LICENSE NUMBER: PE63920 J EXPIRATION DATE: FEBRUARY 28, 2023 Always verify licenses online a[ MyRondkicense.— Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document ADDENDUM #1 DATED 6/4/2021 col y cry PAr MSt V ve S+eNrces Division Pmaaeawnt Services Date: 6/4/2021 Email: Patrick.Boyle@colliercountyfl.gov Telephone: 239-252-8941 Addendum 1 From: Patrick Boyle, Procurement Strategist To: Interested Bidders Subject: Addendum 1 for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B) 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 Bid Opening to June 18'" 2021 at 3:OOPM If you require additional information please post a question on our Bid Sync (www.bidsvne.com) bidding platform under the solicitation for this project. Please sign below and return a copy of this Addendum with your submittal for the above referenced solicitation. 06/11/21 (Signature) Date AIM Engineering & Surveying, Inc. (Name of Firm) We ADDENDUM #2 DATED 6/11/2021 � AdTw isba Services Division Procurerm t Services Date: 6/11/2021 Email: Patrick.Boyle@colliercountyfl.gov Telephone: 239-252-8941 Addendum 2 From: Patrick Boyle, Procurement Strategist To: Interested Bidders Subject: Addendum 2 for 21-7902 Goodlette-Frank Stotmwater & Ditch Improvements (Section B) 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 instruction form. If you require additional information please post a question on our Bid Sync (www.bidsync.com) bidding platform under the solicitation for this project. Please sign below and return a copy of this Addendum with your submittal for the above referenced solicitation. A/2,06, 06/11/2021 (Signature) Date AIM Engineering & Surveying, Inc. (Name of Firm) 50 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) - http://dos.myflorida.com/sunbiz/ should be attached with your submittal. ® Vendor MUST be enrolled in the E-Verify - https://www.e-verify.gov/ at the time of submission of the proposal/bid. ® Form 3: Immigration Affidavit Certification MUST be signed and attached with your submittal or you MAY be DEEMED NON -RESPONSIVE ® E-Verify Memorandum of Understanding or Company Profile page should be attached with your submittal. ® Form 5: Reference Questionnaires form must be utilized for each requested reference and included with your submittal; if applicable to the solicitation. ® 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. ® 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. ® Any and all supplemental requirements and terms has been acknowledged and accepted, if applicable. ***UPDATED JANUARY 28, 2020*** CL c. y Adwnt-aM Smices DwatTeM Pmamen-wd Services Dwis,on 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 4th day of June , 2021 in the County of Lee , in the State of Florida Firm's Legal Name Address: City, State, Zip Code: Florida Certificate of Authority Document Number Federal Tax Identification Number *CCR # or CAGE Code *Only if Grant Funded Telephone: Email: Signature by: (Typed and written) Title: AIM Engineering & Surveying. Inc. 2161 Fowler Street, Suite 100 Fort M\ ers, Florida 33901 L80948 65-0197775 5RN26 239.332.4569 sswets@aimengr.com Shawn Swets �4�� Vice President/Principal-in-Charge ***UPDATED JANUARY 28. 2020*** Additional Contact Information Send payments to: AIM Engineering & Surveying, Inc. (required if different from Company name used as payee above) Contact name: Tracy Levy Title: Vice President / Treasurer Address: 2161 Fowler Street, Suite 100 City, State, ZIP Fort Myers, Florida 33901 Telephone: 239.332.4569 Email: tlevy@aimengr.com Office servicing Collier County to place orders (required if different from above) Contact name: Title: Address: City, State, ZIP Telephone: Email: ***UPDATED JANUARY 28, 2020*** Coder County Adtnimta" services Departrnerd Procurement Sernces Dms on 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. AIM Engineering & Surveying, Inc. Company Name Signature Shawn Swets, PE, Vice President/Principal-in-Charge Print Name and Title State of Florida County of Lee The foregoing instrument was acknowledged before me by means of ® physical presence or ❑ online notarization, this 4th day of June (month), 2021 (year), by Shawn Swets a (name of person acknowledging). X P sonally Known OR Produced Identification Type of Identification Produced of Melissa Beckum (Print, Type, or Stamp Commissioned Name of Notary Public) E y Public State of Floridesa Beckum ommission GG 212 332es 04/29/2022 ***UPDATED JANUARY 28, 2020*** CL County Adnvr sbzM Services Departrnent Procurement Servioes DNlsom 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 (https://www.e-verifv..P-ov/), at the time of the submission of the Vendor's proposal/bid. 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 Countv'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. AIM Engineering & Surveying, Inc. Company Name Signature Shawn Swets, PE, Vice President/Principal-in-Charge Print Name and Title State of Florida County of _ _ Lee The foregoing instrument was acknowledged before me by means of ® physical presence or ❑ online notarization, this 4th day of June (month), 2021 (year), by Shawn Swets (name of person acknowledging). X Per onally Known OR Produced Identification Type of Identification Produced (Signature of Notary PuWc ,&ate of Florida) Melissa Beckum (Print, Type, or Stamp Commissioned Name of Notary Public) y Notary Public State o} Florida Melissa BeckumMy Commission GG 212132 Expires 04/29/2022 '"'UPDATED JANUARY 28.2020*** Co1[ier County Administrative Services Department Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: 21-7902 — Goodlette-Frank Stormwater & Ditch Improvements (Section B) All completed Reference Questionnaires are provided under TAB 3: Past Performance Reference Questionnaire for: (Name of Company Requesting Reference Information) (Name of Individuals Requesting Reference Information) Name: (Evaluator completing reference questionnaire) Email: FAX: Company: (Evaluator's Company completing reference) T 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: Completion Date: Project Number of Days: Item Criteria Score must be completed) 1 Ability to manage the project costs (minimize change orders to scope). 2 Ability to maintain project schedule (complete on -time or early). 3 Quality of work. 4 Quality of consultative advice provided on the project. 5 Professionalism and ability to manage personnel. 6 Project administration (completed documents, final invoice, final product turnover; invoices; manuals or going forward documentation, etc.) 7 Ability to verbally communicate and document information clearly and succinctly. 8 Abiltity to manage risks and unexpected project circumstances. 9 Ability to follow contract documents, policies, procedures, rules, regulations, etc. 10 Overall comfort level with hiring the company in the future (customer satisfaction). TOTAL SCORE OF ALL ITEMS ***UPDATED JANUARY 28, 2020*** FORM 6 IF APPLICABLE GRANT PROVISIONS AND ASSURANCES FORMS ARE PROVIDED IN SEPARATE PACKAGE AND MUST BE COMPLETED AND EXECUTED IN ITS ENTIRTY AND RETURNED WITH THE SUBMISSION OF THE BID/PROPOSAL. FAILURE TO DO SO MAY DEEM YOU NON- RESPONSIVE. ***UPDATED JANUARY 28, 2020*** CONFIRM ALL REQUIRED LICENSES AND FORMS ARE COMPLETED AND EXECUTED IN ITS ENTIRTY AND RETURNED WITH THE SUBMISSION OF THE BID/PROPOSAL. FAILURE TO DO SO MAY DEEM YOU NON- RESPONSIVE. ***UPDATED JANUARY 28, 2020*** Collier County Solicitation 21-7902 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://aggs.fldfs.com/bocexMpt/ 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 Contractor/Vendor shall defend, indemnify and hold harmless Collier County, its officers and employees from any and all liabilities, damages, losses and costs, including, but not limited to, reasonable attorneys' fees and paralegals' fees, to the extent caused by the negligence, recklessness, or intentionally wrongful conduct of the Contractor/ Vendor or anyone employed or utilized by the Contractor/Vendor in the performance of this Agreement. 5. ® Automobile Liability $_1,000,000_ Each Occurrence; Bodily Injury & Property Damage, Owned/Non-owned/Hired; Automobile Included 6. ® Other insurance as noted: ❑ Watercraft $ Per Occurrence ❑ United States Longshoreman's and Harborworker's Act coverage shall be maintained where applicable to the completion of the work. $ Per Occurrence ❑ Maritime Coverage (Jones Act) shall be maintained where applicable to the completion of the work. $ Per Occurrence ❑ Aircraft Liability coverage shall be carried in limits of not less than $5,000,000 each occurrence if applicable to the completion of the Services under this Agreement. $ Per Occurrence ❑ Pollution $ Per Occurrence ® Professional Liability $ _1,000,000 Per claim & in the aggregate ❑ Project Professional Liability $ Per Occurrence ❑ Valuable Papers Insurance $ Per Occurrence ❑ Cyber Liability $ Per Occurrence ❑ Technology Errors & Omissions $ Per Occurrence 7. ❑ Bid bond Shall be submitted with proposal response in the form of certified funds, cashiers' check or an irrevocable letter of credit, a cash bond posted with the County Clerk, or proposal bond in a sum equal to 5% of the cost proposal. All checks shall be made payable to the Collier County Board of County Commissioners on a bank or trust company located in the State of Florida and insured by the Federal Deposit Insurance Corporation. 5/3/2021 11:20 AM p. 117 Collier County Solicitation 21-7902 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. 4/28/21 - 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 AIM Engineering & Surveying, Inc. Date June 4, 2021 Vendor Signature Print Name Shawn Swets, PE, Vice President/Principal-in-Charge Insurance Agency Babb P&C. Ltd. Agent Name Margaret Polite Telephone Number 239.208.3454 5/3/2021 11:20 AM P. 118