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Agenda 07/27/2021 Item #16A 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 w ith 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 Final Ranking AIM Engineering & Surveying, Inc. 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 16.A.1 Packet Pg. 5 07/27/2021 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: Mark 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) 16.A.1 Packet Pg. 6 07/27/2021 COLLIER COUNTY Board of County Commissioners Item Number: 16.A.1 Doc 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 Completed 07/19/2021 2:02 PM Growth Management Operations Support Christopher Johnson Additional Reviewer Completed 07/19/2021 3:04 PM Procurement Services Evelyn Colon Additional Reviewer Completed 07/19/2021 4:04 PM Growth Management Department Lisa Taylor Additional Reviewer Completed 07/20/2021 6:01 AM Procurement Services Sandra Herrera Additional Reviewer Completed 07/20/2021 8:16 AM Procurement Services Sandra Herrera Additional Reviewer Completed 07/20/2021 8:17 AM Capital Project Planning, Impact Fees, and Program Management Heather Yilmaz Additional Reviewer Skipped 07/20/2021 12:10 PM Capital Project Planning, Impact Fees, and Program Management Matthew McLean Additional Reviewer Completed 07/20/2021 12:19 PM Growth Management Department Trinity Scott Transportation Completed 07/20/2021 12:28 PM County Attorney's Office Scott Teach Level 2 Attorney Review Completed 07/20/2021 1:14 PM Office of Management and Budget Debra Windsor Level 3 OMB Gatekeeper Review Completed 07/20/2021 1:22 PM County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 07/20/2021 3:21 PM Office of Management and Budget Susan Usher Additional Reviewer Completed 07/21/2021 1:33 PM Grants Therese Stanley Additional Reviewer Completed 07/22/2021 10:37 AM County Manager's Office Amy Patterson Level 4 County Manager Review Completed 07/26/2021 9:18 AM 16.A.1 Packet Pg. 7 07/27/2021 Board of County Commissioners Geoffrey Willig Meeting Pending 07/27/2021 9:00 AM 16.A.1 Packet Pg. 8 Notice of Recommended Award Solicitation: 21-7902 Title: Goodlette-Frank Stormwater & Ditch Improvements – Section B Due Date and Time: June 18th, 2021 at 3:00PM 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 No Recommended Vendor(s) 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 Required Signatures Project Manager: Procurement Strategist: Procurement Services Director: __________________________________ _________________ Sandra Herrera Date DocuSign Envelope ID: F827D468-757A-45EB-B444-15EB6EB967CD 7/16/2021 7/16/2021 7/16/2021 16.A.1.a Packet Pg. 9 Attachment: 21-7902 NORA esigned (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 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. 16.A.1.b Packet Pg. 10 Attachment: 21-7902 Solicitation (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) SOLICITATION PUBLIC NOTICE REQUEST FOR PROFESSINAL SERVICES (RPS) NUMBER: 21-7902 PROJECT TITLE: Goodlette-Frank Stormwater & Ditch Improvements (Section B) RPS OPENING DAY/DATE/TIME: June 4th 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: https://www.bidsync.com/bidsync-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 watersh ed 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 sou th 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 po int 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. 16.A.1.b Packet Pg. 11 Attachment: 21-7902 Solicitation (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) The proposed improvements to this ditch are being implemented to achieve three (3) goals: 1. 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 2. Improved ditch features providing ease of maintenance and cost -effective maintenance 3. 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 i s 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 s ide of the ditch will be emphasized. The eastern ditch slope is not visible from Goodlette Road. Aesthe tic 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 se lecting 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 o verbank 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 perpe tual 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 nee ds. 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 f. 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 Geotechnic al 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 (NRCS). The soils encountered should be classified according to the Unified Soil Classification System (USCS). 16.A.1.b Packet Pg. 12 Attachment: 21-7902 Solicitation (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) Task C. Design, Permitting and Opinion of Probable Cost a. 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 west slope will be highly visible. Slope stabilization products considered will need to be permanent, holding up over time. Slope stabilization products must be very low maintenance. An option to install HydroTurfZ® or approved equivalent utilized in the County’s pilot project, may be considered. b. 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. c. Plans will include plan and profile design sheets with highly visible baseline stationing and existing ground elevations over a current aerial photo overlay d. 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 be included in the final design plans, narrative, and project implementation actions. f. 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 regar ding 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. 16.A.1.b Packet Pg. 13 Attachment: 21-7902 Solicitation (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) RESPONSE FORMAT AND SCORING CRITERIA FOR DEVELOPMENT OF SHORTLIST: Proposals must be assembled, at minimum, in the order of the Evaluation Criteria listed or your proposal may be deemed non-responsive Evaluation Criteria Maximum Points 1. Ability of Professional Personnel 20 Points 2. Certified Minority Business Enterprise 5 Points 3. Past Performance 25 Points 4. Project Approach, Willingness to Meet Time and Budget Requirements 20 Points 5. Location 10 Points 6. Recent, Current, and Projected Workloads of the Firm 20 Points TOTAL POSSIBLE POINTS 100 Points For complete explanation of each evaluation criteria, please see the file titled “RPS Instructions” included with this advertisement. VENDOR CHECKLIST ***Vendor should check off each of the following items as the necessary action is completed (please see, Vendor Check List)**** 16.A.1.b Packet Pg. 14 Attachment: 21-7902 Solicitation (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) RPS #: 21-7902 Title: Goodlette-Frank Stormwater & Ditch Improvements - Section B Name of Firm Mark Zordan Liz Gosselin Wayne Karlovich Pam Libby Dan Schumacher Total Scores Final Ranking AIM Engineering & Surveying, Inc. 95 95 82 88 90 450.00 1 Procurement Professional FINAL RANKING PATRICK BOYLE Page 1 of 1 16.A.1.c Packet Pg. 15 Attachment: 21-7902 FINAL RANKING (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Collier County June 18, 2021 at 3:00 pm 2161 Fowler Street, Fort Myers, FL 33901 www.aimengr.com 239.332.4569 AIM Engineering & Surveying, Inc. AIM Engineering & Surveying, Inc. GOODLETTE-FRANK STORMWATER & DITCH IMPROVEMENTS (SECTION B) RPS NO.: 21-7902 16.A.1.d Packet Pg. 16 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) COLLIER COUNTY 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 forms and statements per the 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. The team for this project will be based out of 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 meet the 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 THANK YOU FOR YOUR CONSIDERATION! June 18, 2021 Collier County Procurement Services 3295 E. Tamiami Trail Building C2 Naples, FL 34112 RE: RPS No.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B) 16.A.1.d Packet Pg. 17 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) TABLE OF CONTENTS TAB 1 TAB 2 TAB 3 TAB 4 TAB 5 TAB 6 TAB 7 Ability of Professional Personnel.......................... Certified Minority Business Enterprise................ Past Performance..................................................... Project Approach, Willingness to Meet Time & Budget Requirements...................... Location...................................................................... Recent, Current, & Projected Workloads of the Firm............................................. Certifications, Licenses, Addenda, & Forms..................................................... PG. 1 PG. 14 PG. 15 PG. 27 PG. 34 PG. 35 PG. 36 16.A.1.d Packet Pg. 18 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) ABILITY OF PROFESSIONAL PERSONNEL TAB 1 16.A.1.d Packet Pg. 19 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 1 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B) 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. ABILITY OF PROFESSIONAL PERSONNEL TAB 1 16.A.1.d Packet Pg. 20 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 2 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B)TAB 1 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. Our team 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, our team’s personnel equip us to perform a proficient review of the Pine Ridge Subdivision Stormwater 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. Existing Ditch w/Limited R/W 16.A.1.d Packet Pg. 21 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 3 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B) 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 River with 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 TAB 1 Existing Deteriorating Pipes Crossing near North End of Project 16.A.1.d Packet Pg. 22 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 4 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B) 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. Our team 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 II) 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 AIM SUE Crew precisely locating Utilities along Roadway TAB 1 Tierra performing Soil Borings along Steep Ditch Slope 16.A.1.d Packet Pg. 23 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 5 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B) 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 for a 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 Department of 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-site wetland 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. TAB 1 Example of Buffer Landscaping by DMJA West Marsh Preserve Habitat 16.A.1.d Packet Pg. 24 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 6 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B) 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 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 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 way through 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. Our team 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. AIM has developed a systematic approach to meeting preparation that includes a detailed checklist to TAB 1 Erosion & Sediment Control measures at West Marsh Preserve Buckingham Park Bank Stabilization (completed w/ aggresive schedule requirements) Project Manager, Steve Neff, PE, at Public Meeting for SLCFMP 16.A.1.d Packet Pg. 25 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 7 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B)TAB 1 ORGANIZATIONAL CHART The AIM Team is curated for this 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 for this 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 PROJECT MANAGER Steve Neff, PE (44) AIM PUBLIC INVOLVEMENT Maggie Bruno (27) AIM SURVEY Darren Townsend, PSM (21) AIM PRINCIPAL-IN-CHARGE Shawn Swets, PE (23) AIM QA MANAGER / CONSTRUCTABILITY Jadon Hull, PE, CGC (21) AIM DESIGN MANAGER Benjamin Bledsaw, PE (21) AIM LANDSCAPE Greg Diserio, RLA (40) Jarod Prentice, RLA (20) GEOTECHNICAL & SOILS EVALUATION Mark Novak, PhD, PE (17) Erick Frederick, PE (21) MODELING / WATER QUALITY Robert Burleson, PE (36) QC MANAGER Daniel Schroeder, PE (14) AIM DRAINAGE & UTILITY RELOCATION Ron Kerfoot, PE, PSM (43) AIM DESIGN Marty Morlan, PE (32) AIM 16.A.1.d Packet Pg. 26 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 8 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B) KEY STAFF BIOGRAPHIES TAB 1 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 park facilities in which surface water storage and treatment is combined with habitat restoration and passive recreational features for public benefit. RELEVANT EXPERIENCE: • Road & Bridge Study, Planning, & Design Contract – Collier County (Contract Manager) • Cocohatchee & Palm River Dredging Design – Collier County • 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 STEVE NEFF, PE Project Manager YEARS’ EXPERIENCE: 44 REGISTRATION: PE, Florida #33205 EDUCATION: Purdue University BS, Civil Engineering, 1978 YEARS’ EXPERIENCE: 21 REGISTRATION: PE, Florida #71514 EDUCATION: University of Nevada BS, Civil Engineering, 2004 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: • Cocohatchee & Palm River Dredging Design – Collier County (Project Manager) • Four Corners / County-Line Ditch MSBU Drainage Improvements – Hendry County • Hancock Bridge Parkway Sidewalk & Drainage Improvements – Lee County • Sunset Cove Channel Dredging (MSTBU Contract) – Lee County • Buckingham Park Bank Stabilization NRCS – LA-MSID • Wesh Marsh Preserve Design & Permitting – LA-MSID • Myakka State Forest Restoration – SWFWMD BEN BLEDSAW, PE Design Manager 16.A.1.d Packet Pg. 27 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 9 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B) Mr. Schroeder will lend his design expertise to the Quality Control oversight of this project. He currently serves as AIM’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: • Road & Bridge Study, Planning, & Design Contract – Collier County (Lead Project Manager) • Cocohatchee & Palm River Dredging Design – Collier County (QC Manager) • YMCA Road Water Main Abandonment & Replacement – Collier County • Moore Haven Canal Dredging – Glades County • Four Corners / County-Line Ditch MSBU Drainage Improvements – Hendry County • Southern Lee County Flood Mitigation Plan (SLCFMP) – Lee County • 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 DANIEL SCHROEDER, PE QC Manager YEARS’ EXPERIENCE: 14 REGISTRATION: PE, Florida #78646 EDUCATION: MSE, Sustainable Water Engineering, Florida Gulf Coast University, expected Fall 2021 BS, Civil Engineering, Florida Gulf Coast University, 2009 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 • I-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 SHAWN SWETS, PE Principal-in-Charge YEARS’ EXPERIENCE: 23 REGISTRATION: PE, Florida #60274 EDUCATION: BS, Civil Engineering, Calvin College, Grand Rapids, MI, 1999 TAB 1 16.A.1.d Packet Pg. 28 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 10 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B) YEARS’ EXPERIENCE: 21 REGISTRATION: PE, Florida #72357 CGC, Florida #1529703 EDUCATION: BS, Structural Civil Engineering, University of South Florida, 2004 Mr. Hull will be responsible for providing both QA Management and Constructability Reviews. Under AIM’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) JADON HULL, PE, CGC QA Manager / Constructability TAB 1 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) • Littleton/Kismet Realignment Study & Design – Lee County • Curlew Creek, Channels B & C, Stormwater Improvements – Pinellas County (County PM) • SR 80 Shared-Use Path Drainage Design – FDOT District One • GEC Stormwater Review – FDOT District Seven MARTY MORLAN, PE Senior Project Engineer – Design YEARS’ EXPERIENCE: 32 REGISTRATION: PE, Florida #45326 EDUCATION: BS, Civil Engineering, University of Florida, 1987 16.A.1.d Packet Pg. 29 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 11 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B) 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. RELEVANT EXPERIENCE: • YMCA Road Water Main Abandonment & Replacement – Collier County (Lead Design Manager) • Professional Services Contract - Architecture & Engineering – Collier County • East Mulloch Drainage District (EMDD) Engineer – EMDD (Lead Design Engineer) • Moore Haven Canal Dredging – Glades County • Four Corners / County-Line Ditch MSBU Drainage Improvements – Hendry County • 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 RON KERFOOT, PE, PSM Chief Engineer – Drainage Design & Utility Relocation YEARS’ EXPERIENCE: 43 REGISTRATION: PE, Florida #20768 PSM, Florida #2994 EDUCATION: BS, Civil Engineering, University of Florida, 1974 TAB 1 YEARS’ EXPERIENCE: 21 REGISTRATION: PSM, Florida #6476 EDUCATION: BS, Surveying & Mapping, University of Florida, 1999 BS, Business Administration, University of Florida, 1994 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 DARREN TOWNSEND, PSM Survey Manager 16.A.1.d Packet Pg. 30 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 12 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B)TAB 1 YEARS’ EXPERIENCE: 36 REGISTRATION: PE, Florida #42497 EDUCATION: ME, Agricultural Engineering, University of Florida, 1988 BSE, Agricultural Engineering, University of Florida, 1984 BSBA, Finance, University of Florida, 1979 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 water quality 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: • Hydrologic/Hydraulic Analysis of Culverts - Webb WMA – Charlotte County • Hydraulic Analysis of Ten Mile Canal – City of Fort Myers • Hydrologic/Hydraulic Analysis of the Upper Gator Slough Watershed – Lee County • Hydrologic/Hydraulic Analyses of Powell Creek Watershed – Lee County • Coquina Ditch Stormwater Evaluation – City of St. Augustine • Aquatic Gardens Stormwater Analysis – City of Atlantic Beach • Alligator Lake/Clay Hole Creek Watershed Flood Management Plan – Columbia County ROBERT BURLESON, PE Modeling / Water Quality 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 developing and 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 (I-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 MAGGIE BRUNO Public Involvement YEARS’ EXPERIENCE: 27 EDUCATION: BS, Communications, Miami-Dade College, 1984 NOTABLE CAPABILITIES: Fluent in English & Spanish 16.A.1.d Packet Pg. 31 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 13 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B) Mr. Diserio serves DMJA as Vice-President, Landscape Architect, and Project Team Leader. His project experience ranges from 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 GREG DISERIO, RLA Landscape Design YEARS’ EXPERIENCE: 40 REGISTRATION: RLA, Florida #840 EDUCATION: BS, Landscape Architecture, West Virginia University, 1980 YEARS’ EXPERIENCE: 17 REGISTRATION: PE, Florida #67431 EDUCATION: PhD, Civil Engineering, University of Florida, 2007 MCE, Civil Engineering, University of Florida, 2000 BS, Civil Engineering, University of Florida, 1999 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: • Haldeman Creek Coring – Collier County • East Naples Bay Dredging – Collier County • Lake Virginia/Allen Outfall Stormwater Improvements – Hillsborough County • Christina Watershed Outfall Improvements - Baffle Box – Polk County • Drew Park CRA Stormwater: Berm Analysis & Pond Liner Design – Hillsborough County • Corkscrew Road Utility Relocation & Improvements – Lee County • 127th Avenue Stormwater Improvements – Hillsborough County • Rivercrest Stormwater Management Area & Access Road – Hillsborough County • Jerry Smith Road Drainage Improvements – Hillsborough County MARC E. NOVAK, PhD, PE Geotechnical / Soils Evaluation TAB 1 16.A.1.d Packet Pg. 32 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) CERTIFIED MINORITY BUSINESS ENTERPRISE TAB 2 16.A.1.d Packet Pg. 33 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 14 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B) 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. CERTIFIED MINORITYBUSINESS ENTERPRISE TAB 2 Veteran Business Certification DAVID M. JONES, JR. AND ASSOCIATES, INC. 12/19/2019 12/19/2021 Minority Business Certification Tierra, Inc. 10/22/2019 10/22/2021 16.A.1.d Packet Pg. 34 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) PAST PERFORMANCE TAB 3 16.A.1.d Packet Pg. 35 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 15 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B) PAST PERFORMANCE TAB 3 BUCKINGHAM PARK BANK STABILIZATION NRCS CLIENT: LA-MSID LOCATION: Fort Myers, FL COMPLETED (AIM Services): 2/2019 AIM CONTRACT: $47K (Design & Survey) CONSTRUCTION AMOUNT: $732K (estimated - Constructed by Client) CHANGE ORDERS: 0 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 Canal) 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 Flexamat, 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. PROPOSED TEAM MEMBERS ON THIS PROJECT: Steve Neff, PE; Ben Bledsaw, PE; Daniel Schroeder, PE; Ron Kerfoot, PE, PSM; Darren Townsend, PSM SIMILARITIES TO GOODLETTE-FRANK Provides Bank Stabilization for a Steep Ditch in a Significant Drainage Conveyance 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. 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. 16.A.1.d Packet Pg. 36 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 16 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B)TAB 3 WEST MARSH PRESERVE DESIGN & PERMITTING 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 facility to 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. 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 SIMILARITIES TO GOODLETTE-FRANK Reduce Flooding Stormwater Modeling Included Slope Protection for Drainage at Structures as well as within the Orange River Permitting w/ Multiple Agencies Maintenance Access Design Water Quality TreatmentPROPOSED TEAM MEMBERS ON THIS PROJECT: Steve Neff, PE; Ben Bledsaw, PE; Daniel Schroeder, PE; Ron Kerfoot, PE, PSM; Darren Townsend, PSM; DMJA Water Control Structure & Slope Stabilization at Pipe Crossing 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. 16.A.1.d Packet Pg. 37 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 17 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B)TAB 3 FOUR CORNERS / COUNTY LINE DITCH MSBU DRAINAGE IMPROVEMENTS 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:$3.5M 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 recenlty awarded to the County, a draft scope and fee are being finalized for AIM review in anticipation of providing post-design services for the construction phase. SIMILARITIES TO GOODLETTE-FRANK Flood Control/Reduce Flooding Ditch Slope Protection Stormwater Modeling Extensive Permitting w/ Multiple Agencies Addresses Maintenance Access 16.A.1.d Packet Pg. 38 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 18 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B) 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. Openings through the park were 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. TAB 3 MOORE HAVEN CANAL DREDGING / MOONSHINE MARSH OVERLOOK PARK 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 SIMILARITIES TO GOODLETTE-FRANK Stormwater Conveyance Stormwater Modeling Permitting w/ Multiple Agencies Landscape 16.A.1.d Packet Pg. 39 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 19 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B)TAB 3 WILD TURKEY STRAND PRESERVE AGRICULTURAL FIELD RESTORATION 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 SIMILARITIES TO GOODLETTE-FRANK Improved Surface Water Conveyance & Reduced Flooding for Adjacent Property Owners Extensive Permitting w/ Multiple Agencies Water Quality Treatment 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’s scope of work for for the 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. PROPOSED TEAM MEMBERS ON THIS PROJECT: Steve Neff, PE; Daniel Schroeder, PE; Ron Kerfoot, PE, PSM 16.A.1.d Packet Pg. 40 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 20 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B)TAB 3 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, Assistant District Manager 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 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 16.A.1.d Packet Pg. 41 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 21 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B)TAB 3 ***UPDATED JANUARY 28, 2020*** Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: 21-7902 – Goodlette-Frank Stormwater & Ditch Improvements (Section B) Reference Questionnaire for: (Name of Company Requesting Reference Information) (Name of Individuals Requesting Reference Information) Name: (Evaluator completing reference questionnaire) Company: (Evaluator’s Company completing reference) Email: FAX:Telephone: Collier County 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 repres enting that you were very unsatisfied (and would never hire the firm/indivdiual again). If you do not have sufficient knowledge of past performance in a particular area, leave it blank and the item or form will be scored “0.” Project Description: ___________________________Completion Date: _____________________________ Project Budget: _______________________________Project Number of Days: _______________________ 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 AIM Engineering & Surveying, Inc. Steve Neff, PE Mike Cook, CDM, Assistant District Manager LA-MSID mcook@la-msid.com 239.292.7491 Buckingham Park BankStabilization NRCS February 2019 249$47K (Survey & Design) 10 10 10 10 10 10 10 10 10 10 100 16.A.1.d Packet Pg. 42 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 22 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B)TAB 3 ***UPDATED JANUARY 28, 2020*** Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: 21-7902 – Goodlette-Frank Stormwater & Ditch Improvements (Section B) Reference Questionnaire for: (Name of Company Requesting Reference Information) (Name of Individuals Requesting Reference Information) Name: (Evaluator completing reference questionnaire) Company: (Evaluator’s Company completing reference) Email: FAX:Telephone: Collier County 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 repres enting that you were very unsatisfied (and would never hire the firm/indivdiual again). If you do not have sufficient knowledge of past performance in a particular area, leave it blank and the item or form will be scored “0.” Project Description: ___________________________Completion Date: _____________________________ Project Budget: _______________________________Project Number of Days: _______________________ 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 AIM Engineering & Surveying, Inc. dlindsay@la-msid.com 239.368.0044239.358.5412 Steve Neff, PE David Lindsay, Public Works Director LA-MSID West Marsh Preserve March 2021 (Design, Permitting, &$710KConstruction Services) 2,846 (9 Client-Initiated Purchase Orders) 10 10 10 10 10 10 10 10 10 10 100 16.A.1.d Packet Pg. 43 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 23 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B)TAB 3 16.A.1.d Packet Pg. 44 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 24 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B)TAB 3 ***UPDATED JANUARY 28, 2020*** Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: 21-7902 – Goodlette-Frank Stormwater & Ditch Improvements (Section B) Reference Questionnaire for: (Name of Company Requesting Reference Information) (Name of Individuals Requesting Reference Information) Name: (Evaluator completing reference questionnaire) Company: (Evaluator’s Company completing reference) Email: FAX:Telephone: Collier County 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 repres enting that you were very unsatisfied (and would never hire the firm/indivdiual again). If you do not have sufficient knowledge of past performance in a particular area, leave it blank and the item or form will be scored “0.” Project Description: ___________________________Completion Date: _____________________________ Project Budget: _______________________________Project Number of Days: _______________________ 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 AIM Engineering & Surveying, Inc. Steve Neff, PE Archie Branch, Public Works Director Glades County 863.946.0771abranch@myglades.com Moore Haven Canal Dredging(Moonshine Marsh Overlook Park) $1.4M (Design, Permitting, & Ph I Construction Services)382 May 2017 10 10 10 10 10 10 10 10 10 10 100 863-946-1936 16.A.1.d Packet Pg. 45 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 25 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B)TAB 3 ***UPDATED JANUARY 28, 2020*** Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: 21-7902 – Goodlette-Frank Stormwater & Ditch Improvements (Section B) Reference Questionnaire for: (Name of Company Requesting Reference Information) (Name of Individuals Requesting Reference Information) Name: (Evaluator completing reference questionnaire) Company: (Evaluator’s Company completing reference) Email: FAX:Telephone: Collier County 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 repres enting that you were very unsatisfied (and would never hire the firm/indivdiual again). If you do not have sufficient knowledge of past performance in a particular area, leave it blank and the item or form will be scored “0.” Project Description: ___________________________Completion Date: _____________________________ Project Budget: _______________________________Project Number of Days: _______________________ 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 AIM Engineering & Surveying, Inc. Steve Neff, PE Hanna Joergens, Land Stewardship Coordinator Lee County Conservation 20/20 hjoergens@leegov.com 239.707.3325 March 2018 760 Wild Turkey Strand Preserve Agricultural Field Restoration $222K (Design & Permitting) 10 10 10 10 10 10 10 10 10 10 100 16.A.1.d Packet Pg. 46 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 26 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B)TAB 3 The below chart notes some of AIM’s experience on projects with similar scope items for both the County and other clients. ADDITIONAL SIMILAR EXPERIENCE CLIENT PROJECT YMCA Road Water Main Abandonment / Replacement Design, Permitting, & Construction Services 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 Alcazar Avenue / 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 Sunset Cove Channel Dredging Three Oaks Parkway South Outfall Yellow Fever Creek Restoration – Division of Natural 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 16.A.1.d Packet Pg. 47 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) PROJECT APPROACH, WILLINGNESS TO MEET TIME & BUDGET REQUIREMENTS TAB 4 16.A.1.d Packet Pg. 48 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 27 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B) 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 capacity of 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 our vacuum 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 as the limited R/W reduces the 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 PROJECT APPROACH, WILLINGNESS TO MEET TIME & BUDGET REQUIREMENTS TAB 4 Large Water Main currently under Construction (Sufficient SUE Data collection is necessary to locate Utilities) 16.A.1.d Packet Pg. 49 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 28 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B) 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 models will be reviewed, including the 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 times of concentration (Tc) will be changed 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-drains to provide the best data for existing conditions. Modifications to hydraulic parameterization, including materials, geometric representation, Manning’s “n” 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. TAB 4 16.A.1.d Packet Pg. 50 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 29 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B)TAB 4 Conveyance 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. Our team performed an initial review of the HydroTurf Slope Stabilization pilot site and will include a detailed review as part of the preliminary design recommendation. The conveyance capabilities of various slope treatments, sidewalk replacements, and various pipe crossings will be analyzed. Top 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 our QA/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. Example of Potential Water Quality Feature 16.A.1.d Packet Pg. 51 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 30 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B) Stakeholder Coordination & Meetings Ongoing Community Outreach & Stakeholder Coordination Surveying/SUE Services In-House for Expedited Coordination Geotechnical Geotechnical Report Summarizing Findings & Recommendations Modeling Initiate early & complete after survey Pre-App Meetings w/Permit Agencies Obtain Early Permit Requirement Clarity Preliminary Design Report Prelim Modeling Analysis Geotech/Prelim Permitting. Typical Sections Alternatives/Cost Review Public Open House to present draft Design Collier County Review 30% Design Plans QA/QC Review Constructability Review Collier County Review 60% Design Plans QA/QC Review Collier County Review Permitting & Approvals Utilize Regulator Relationships for Expedited Approval 100% Design Plans QA/QC Review Constructability Review Collier County Review Bidding Documents Procurement/Bidding Construction Observation and Support Construction Close Out 151234567891011121314 22 23 24 25161718192021 26 PROCUREMENT/BIDDING CONSTRUCTION (Duration TBD) MONTHS DESIGN ACTIVITY TAB 4 GOODLETTE-FRANK (SECTION B) CONCEPTUAL LEVEL PROJECT SCHEDULE SCHEDULE CONSIDERATIONS. As requested by the County, AIM has provided a conceptual level schedule to illustrate concepts of design, permitting, construction time, and sequencing of the major project elements. Please see our proposed schedule of services to the left. Our intent is to refine and finalize the schedule based upon the County’s input and development of a mutually agreed upon scope of services. The final schedule will represent a baseline for the project and will be utilized and updated weekly and provided to the County as required. MEETING TIME REQUIREMENTS. AIM’s recent NRCS grant-funded Buckingham Park Bank Stabilization project was successfully completed within budget and within an accelerated timeline of 162 days from NTP is an example of our ability to meet strict time requirements. We commit to spending time up front in making the best-informed decisions to ensure the most cost and time-efficient completion for the County. Part of this proactive process is gaining constructability input from our CEI and Construction staff, which will aid us in avoiding any unforeseen construction issues that might lead to the schedule getting derailed. Based on our history of delivering projects early, such as # of our task work orders on our CEI for LAP Funded projects for the county, and other continuing services contracts that by nature require a strong adherence to maintaining project schedules, our team is conditioned to perform concurrent tasks and maintain strict timelines. We understand that adherence to schedules equates to cost savings and the value it brings to the County. SCHEDULE SUMMARY. • 1 Year for DESIGN • 6 Months for PROCUREMENT & BIDDING • 8 Months (estimated) for CONSTRUCTION 16.A.1.d Packet Pg. 52 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 31 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B) 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 abilities within the AIM Team are enhanced 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 stormwater and 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 allows 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, our SR 80 SUP experience will 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. TAB 4 Example of Utilities located within the Goodlette-Frank Ditch R/W 16.A.1.d Packet Pg. 53 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 32 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B) 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 delays and increased cost. Our experience in providing field observation during the construction phase provides the County a proven track record for rapid assistance in reviewing field challenges. Most issues are proactively solved through an EOR 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- MSID successfully obtained a grant for the weir’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. 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. Weir S-H-2 replaced on aggressive schedule w/no Change Orders TAB 4 16.A.1.d Packet Pg. 54 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 33 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B)TAB 4 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. 16.A.1.d Packet Pg. 55 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) LOCATION TAB 5 16.A.1.d Packet Pg. 56 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 34 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B) 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. LOCATION TAB 5 PROJECT LOCATION Clearwater Tampa Bartow FORT MYERS Orlando AIM HEADQUARTERS & TEAM OFFICE LOCATION Support Offices 16.A.1.d Packet Pg. 57 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) RECENT, CURRENT, & PROJECTED WORKLOADS OF THE FIRM TAB 6 16.A.1.d Packet Pg. 58 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 35 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B) RECENT, CURRENT, & PROJECTED WORKLOADS OF THE FIRM TAB 6 KEY TEAM MEMBER ROLE FIRM AVAILABILITY Steve Neff, PE Project Manager AIM 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% 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 that we have sufficient resources and availability to 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 our subconsultants have backup staff available, should additional resources be required. PROJECT CLIENT STATUS 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. 16.A.1.d Packet Pg. 59 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) CERTIFICATIONS, LICENSES, ADDENDA, & FORMS TAB 7 16.A.1.d Packet Pg. 60 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 36 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B) AIM ENGINEERING & SURVEYING, INC.DEPARTMENT OF STATE CERTIFICATION CERTIFICATIONS, LICENSES,ADDENDA, & FORMS TAB 7 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,filed 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 Tracking Number:1127004196CC To authenticate this certificate,visit the following site,enter this number,and then follow the instructions displayed. https://services.sunbiz.org/Filings/CertificateOfStatus/CertificateAuthentication 16.A.1.d Packet Pg. 61 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 37 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B)TAB 7 AIM ENGINEERING & SURVEYING, INC.E-VERIFY COMPANY PROFILE 16.A.1.d Packet Pg. 62 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 38 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B)TAB 7 AIM ENGINEERING & SURVEYING, INC.SUNBIZ CERTIFICATION 2161 FOWLER STREET SUITE 100 FORT MYERS,FL 33901 Current Principal Place of Business: Current Mailing Address: 2161 FOWLER STREET SUITE 100 FORT MYERS,FL 33901 US Entity Name:AIM ENGINEERING & SURVEYING, INC. DOCUMENT#L80948 FEI Number: 65-0197775 Certificate of Status Desired: Name and Address of Current Registered Agent: HULL, JERRON K 2161 FOWLER STREET SUITE 100 FORT MYERS,FL 33901 US The above named entity submits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida. SIGNATURE: Electronic Signature of Registered Agent Date Officer/Director Detail : I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath; that I am an officer or director of the corporation or the receiver or trustee empowered to execute this report as required by Chapter 607, Florida Statutes; and that my name appears above, or on an attachment with all other like empowered. SIGNATURE: Electronic Signature of Signing Officer/Director Detail Date FILED Jan 27,2021 Secretary of State 1127004196CC JERRON K HULL PRESIDENT 01/27/2021 2021 FLORIDA PROFIT CORPORATION ANNUAL REPORT Yes 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 16.A.1.d Packet Pg. 63 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 39 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B) AIM ENGINEERING & SURVEYING, INC.W-9 02/05/2021 TAB 7 16.A.1.d Packet Pg. 64 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 40 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B) ANY PROPRIETOR/PARTNER/EXECUTIVEOFFICER/MEMBER EXCLUDED? INSR ADDL SUBRLTRINSD WVD PRODUCER CONTACTNAME:FAXPHONE(A/C, No):(A/C, No, Ext): E-MAILADDRESS: INSURER A : INSURED INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : POLICY NUMBER POLICY EFF POLICY EXPTYPE OF INSURANCE LIMITS(MM/DD/YYYY) (MM/DD/YYYY) AUTOMOBILE LIABILITY UMBRELLA LIAB EXCESS LIAB WORKERS COMPENSATIONAND EMPLOYERS' LIABILITY DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) AUTHORIZED REPRESENTATIVE EACH OCCURRENCE $ DAMAGE TO RENTEDCLAIMS-MADE OCCUR $PREMISES (Ea occurrence) MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER:GENERAL AGGREGATE $ PRO-POLICY LOC PRODUCTS - COMP/OP AGGJECT OTHER:$ COMBINED SINGLE LIMIT $(Ea accident) ANY AUTO BODILY INJURY (Per person) $OWNED SCHEDULED BODILY INJURY (Per accident) $AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $AUTOS ONLY AUTOS ONLY (Per accident) $ OCCUR EACH OCCURRENCE CLAIMS-MADE AGGREGATE $ DED RETENTION $ PER OTH-STATUTE ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE $If yes, describe under E.L. DISEASE - POLICY LIMITDESCRIPTION OF OPERATIONS below INSURER(S) AFFORDING COVERAGE NAIC # COMMERCIAL GENERAL LIABILITY Y / N N / A(Mandatory in NH) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED INACCORDANCE WITH THE POLICY PROVISIONS. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIODINDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIESBELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement onthis certificate does not confer rights to the certificate holder in lieu of such endorsement(s). COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: CERTIFICATE HOLDER CANCELLATION © 1988-2015 ACORD CORPORATION. All rights reserved.ACORD 25 (2016/03) CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) $ $ $ $ $ The ACORD name and logo are registered marks of ACORD 6/25/2020 (239) 208-3454 (239) 333-1760 10677 AIM Engineering and Surveying Inc2161 Fowler Street, Suite 100 Fort Myers, FL 33901 10677 A 2,000,000 EPP 0542628 7/1/2020 7/1/2021 100,000 5,000 2,000,000 4,000,000 4,000,000 1,000,000A EBA 0543260 7/1/2020 7/1/2021 Drive Other Car 5,000,000A EPP 0542628 7/1/2020 7/1/2021 5,000,000 5,000,000 B EWC 0542630 7/1/2020 7/1/2021 1,000,000N1,000,000 1,000,000 B Leased/Rented Equip EPP 0542628 7/1/2020 Limit 125,000 Certificate Holder is included as Additional Insured on primary and noncontributory basis with regards to General Liability only as required by written contract per form GA233 02 07, includes ongoing and completed operations. Waiver of Subrogation in favor Additional Insured per form GA233 02 07. Certificate Holder is included as additional Insured in regards to Auto Liability only as required by written contract per AA288 FL 07 18, including Waiver of Subrogation. Waiver of Subrogation in regards to the Workers Compensation in favor of Certificate Holder, per attached form. Umbrella Follows form. 30 days notice of cancellation except 10 days non-payment. **** SAMPLE**** AIMENGI-01 MPOLITE Babb P&C, Ltd1520 Royal Palm Square Blvd.Suite 200Fort Myers, FL 33919 Margaret Polite mep@babbins.com Cincinnati Insurance Companies Cincinnati Insurance Co X 7/1/2021 X X X X X X X XX TAB 7 AIM ENGINEERING & SURVEYING, INC.COI - GENERAL LIABILITY 16.A.1.d Packet Pg. 65 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 41 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B) CERTIFICATE HOLDER © 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) AUTHORIZED REPRESENTATIVE CANCELLATION DATE (MM/DD/YYYY)CERTIFICATE OF LIABILITY INSURANCE LOCJECTPRO-POLICY GEN'L AGGREGATE LIMIT APPLIES PER: OCCURCLAIMS-MADE COMMERCIAL GENERAL LIABILITY GENERAL LIABILITY PREMISES (Ea occurrence)$DAMAGE TO RENTED EACH OCCURRENCE $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ PRODUCTS - COMP/OP AGG $ $RETENTIONDED CLAIMS-MADE OCCUR $ AGGREGATE $ EACH OCCURRENCE $ UMBRELLA LIAB EXCESS LIAB DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) INSRLTR TYPE OF INSURANCE POLICY NUMBER POLICY EFF(MM/DD/YYYY)POLICY EXP(MM/DD/YYYY)LIMITS WC STATU-TORY LIMITS OTH-ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT $ $ $ ANY PROPRIETOR/PARTNER/EXECUTIVE If yes, describe underDESCRIPTION OF OPERATIONS below (Mandatory in NH)OFFICER/MEMBER EXCLUDED? WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED HIRED AUTOS NON-OWNEDAUTOSAUTOS AUTOS COMBINED SINGLE LIMIT BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE $ $ $ $ THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRADDL WVDSUBR N / A $ $ (Ea accident) (Per accident) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). The ACORD name and logo are registered marks of ACORD COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: INSURED PHONE(A/C, No, Ext): PRODUCER ADDRESS:E-MAIL FAX(A/C, No): CONTACTNAME: NAIC # INSURER A : INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : INSURER(S) AFFORDING COVERAGE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Private Client Insurance Services9736CommerceCentreCt.Fort Myers FL 33906 Sandy Balzarini 239-481-1949 888-853-7192 sbalzarini@pcis-fl.com Evanston Insurance Co.35378 AIME-01 AIM Engineering &Surveying2161FowlerStreet,Suite 100FortMyersFL33901 810692273 Y A PROFESSIONAL LIABILITY 7/2/2020 AE824519 7/1/2020 7/1/2021 Each ClaimPolicyAggregateDeductible 5,000,0005,000,000100,000 FOR INFORMATION ONLY FORINFORMATIONONLY............ TAB 7 AIM ENGINEERING & SURVEYING, INC.COI - PROFESSIONAL LIABILITY 16.A.1.d Packet Pg. 66 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 42 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B) Florida Department of Transportation RON DESANTIS GOVERNOR 605 Suwannee Street Tallahassee, FL 32399-0450 KEVIN J. THIBAULT, P.E. SECRETARY Safety, Mobility, Innovation www.fdot.gov 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 Safety, Mobility, Innovation www.fdot.gov 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. Approved Rates Home/ Branch Overhead Field Overhead Facilities Capital Cost of Money Premium Overtime Reimburse Actual Expenses Home Direct Expense Field Direct 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 850-414-4597. Sincerely, Carliayn Kell Professional Services Qualification Administrator TAB 7 AIM ENGINEERING & SURVEYING, INC.FDOT PRE-QUALIFICATION LETTER 16.A.1.d Packet Pg. 67 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 43 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B)TAB 7 Ron DeSantis, Governor STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES HULL, JERRON KAREY Do not alter this document in any form. 2161 FOWLER ST. LICENSE NUMBER: PE59365 EXPIRATION DATE: FEBRUARY 28, 2023 This is your license. It is unlawful for anyone other than the licensee to use this document. FORT MYERS FL 33901 Always verify licenses online at MyFloridaLicense.com AIM ENGINEERING & SURVEYING, INC.FIRM & PERSONNEL PROFESSIONAL LICENSES 16.A.1.d Packet Pg. 68 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 44 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B) Ron DeSantis, Governor STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES SCHROEDER, DANIEL WILLIAM Do not alter this document in any form. 9791 LAS CASAS DRIVE LICENSE NUMBER: PE78646 EXPIRATION DATE: FEBRUARY 28, 2023 This is your license. It is unlawful for anyone other than the licensee to use this document. FORT MYERS FL 33919 Always verify licenses online at MyFloridaLicense.com Halsey Beshears, SecretaryRon DeSantis, Governor STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD THE GENERAL CONTRACTOR HEREIN IS CERTIFIED UNDER THE PROVISIONS OF CHAPTER 489, FLORIDA STATUTES HULL, JADON DWANE Do not alter this document in any form. AIM CONSTRUCTION CONTRACTING, LLC LICENSE NUMBER: CGC1529703 EXPIRATION DATE: AUGUST 31, 2022 This is your license. It is unlawful for anyone other than the licensee to use this document. 2161 FOWLER STREET SUITE 100 FORT MYERS FL 33901 Always verify licenses online at MyFloridaLicense.com TAB 7 Ron DeSantis, Governor STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES SWETS, SHAWN DAVID Do not alter this document in any form. 22348 PANTHER RUN COURT LICENSE NUMBER: PE60274 EXPIRATION DATE: FEBRUARY 28, 2023 This is your license. It is unlawful for anyone other than the licensee to use this document. LAND O LAKES FL 34639 Always verify licenses online at MyFloridaLicense.com Ron DeSantis, Governor STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES NEFF, STEVEN MICHAEL Do not alter this document in any form. 1210 SE VAN LOON TERR LICENSE NUMBER: PE33205 EXPIRATION DATE: FEBRUARY 28, 2023 This is your license. It is unlawful for anyone other than the licensee to use this document. CAPE CORAL FL 33990 Always verify licenses online at MyFloridaLicense.com Ron DeSantis, Governor STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES BLEDSAW, BENJAMIN R. Do not alter this document in any form. 8802 FAWN RIDGE DRIVE LICENSE NUMBER: PE71514 EXPIRATION DATE: FEBRUARY 28, 2023 This is your license. It is unlawful for anyone other than the licensee to use this document. FORT MYERS FL 33912 Always verify licenses online at MyFloridaLicense.com 16.A.1.d Packet Pg. 69 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 45 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B) Ron DeSantis, Governor STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES MORLAN, MARTY L Do not alter this document in any form. 1225 WISCONSIN AVENUE LICENSE NUMBER: PE45326 EXPIRATION DATE: FEBRUARY 28, 2023 This is your license. It is unlawful for anyone other than the licensee to use this document. PALM HARBOR FL 34683 Always verify licenses online at MyFloridaLicense.com Anthony O. Kane, President and CEO Institute for Sustainable Infrastructure Has received the Envision Sustainability Professonal credential upon successful completion of the requisite training and exam. ENVISION SUSTAINABILITY PROFESSIONAL Issued On Valid Through MARTY MORLAN Dec 14, 2020 Dec 14, 2021 #41685 TAB 7 Ron DeSantis, Governor STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES KERFOOT, RONALD E Do not alter this document in any form. 1909 SE 1ST ST LICENSE NUMBER: PE20768 EXPIRATION DATE: FEBRUARY 28, 2023 This is your license. It is unlawful for anyone other than the licensee to use this document. CAPE CORAL FL 33990 Always verify licenses online at MyFloridaLicense.com 16.A.1.d Packet Pg. 70 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 46 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B)TAB 7 APPLIED TECHNOLOGY & MANAGEMENT, INC.FIRM & PERSONNEL PROFESSIONAL LICENSES 16.A.1.d Packet Pg. 71 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 47 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B)TAB 7 DAVID M. JONES, JR. & ASSOCIATES, INC.FIRM & PERSONNEL PROFESSIONAL LICENSES 16.A.1.d Packet Pg. 72 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 48 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B)TAB 7 TIERRA, INC.FIRM & PERSONNEL PROFESSIONAL LICENSES 16.A.1.d Packet Pg. 73 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 49 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B)TAB 7 ADDENDUM #1DATED 6/4/2021 16.A.1.d Packet Pg. 74 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 50 COLLIER COUNTY RPS NO.: 21-7902 Goodlette-Frank Stormwater & Ditch Improvements (Section B)TAB 7 ADDENDUM #2DATED 6/11/2021 16.A.1.d Packet Pg. 75 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) ***UPDATED JANUARY 28, 2020*** 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 certif icate(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. 16.A.1.d Packet Pg. 76 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 16.A.1.d Packet Pg. 77 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) ***UPDATED JANUARY 28, 2020*** Additional Contact Information Send payments to: (required if different from above) Company name used as payee Contact name: Title: Address: City, State, ZIP Telephone: Email: Office servicing Collier County to place orders (required if different from above) Contact name: Title: Address: City, State, ZIP Telephone: Email: AIM Engineering & Surveying, Inc. Tracy Levy 2161 Fowler Street, Suite 100 Fort Myers, Florida 33901 239.332.4569 tlevy@aimengr.com Vice President / Treasurer 16.A.1.d Packet Pg. 78 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 16.A.1.d Packet Pg. 79 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 16.A.1.d Packet Pg. 80 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) ***UPDATED JANUARY 28, 2020*** Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: 21-7902 – Goodlette-Frank Stormwater & Ditch Improvements (Section B) Reference Questionnaire for: (Name of Company Requesting Reference Information) (Name of Individuals Requesting Reference Information) Name: (Evaluator completing reference questionnaire) Company: (Evaluator’s Company completing reference) Email: FAX: Telephone: Collier County 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 repres enting that you were very unsatisfied (and would never hire the firm/indivdiual again). If you do not have sufficient knowledge of past performance in a particular area, leave it blank and the item or form will be scored “0.” Project Description: ___________________________ Completion Date: _____________________________ Project Budget: _______________________________ Project Number of Days: _______________________ 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 All completed Reference Questionnaires are provided under TAB 3: Past Performance 16.A.1.d Packet Pg. 81 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) ***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. 16.A.1.d Packet Pg. 82 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) ***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. 16.A.1.d Packet Pg. 83 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) INSURANCE AND BONDING REQUIREMENTS Insurance / Bond Type Required Limits 1. Worker’s Compensation Statutory Limits of Florida Statutes, Chapter 440 and all Federal Government Statutory Limits and Requirements Evidence of Workers’ Compensation coverage or a Certificate of Exemption issued by the State of Florida is required. Entities that are formed as Sole Proprietorships shall not be required to provide a proof of exemption. An application for exemption can be obtained online at https://apps.fldfs.com/bocexempt/ 2. Employer’s Liability $__1,000,000_____ single limit per occurrence 3. Commercial General Liability (Occurrence Form) patterned after the current ISO form Bodily Injury and Property Damage $____1,000,000___single limit per occurrence, $2,000,000 aggregate for Bodily Injury Liability and Property Damage Liability. 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. Solicitation 21-7902Collier County 5/3/2021 11:20 AM p. 117 16.A.1.d Packet Pg. 84 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B) 16.A.1.d Packet Pg. 85 Attachment: [Linked]21-7902 AIM Proposal (17547 : RPS for 21-7902 Goodlette-Frank Stormwater & Ditch Improvements Section B)