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Agenda 11/12/2019 Item #16G 2 (Contract #19-7558 Hole Montes, Inc.)11/12/2019 EXECUTIVE SUMMARY Recommendation to approve and authorize the Chairman to sign Agreement No. 19-7558, “Design and Related Services for the Immokalee Regional Airport Runway 18/36 Project,” and the “Taxiway C Extension Project” in the lump sum not-to-exceed amount of $680,344 with Hole Montes, Inc. OBJECTIVE: To prepare plans, specifications and bid documents; permits; and bid the rehabilitation of Runway 18/36 and the extension of Taxiway C at the Immokalee Regional Airport (“IMM”). CONSIDERATIONS: The professional services agreement recommended for approval pertains to services associated with the design, permitting and bidding phase of vital safety improvements at IMM, which is funded, in part, by the Federal Aviation Administration (“FAA”) and the Florida Department of Transportation (“FDOT”). The scope of work for this agreement is to provide professional design, permitting and bidding services for the overall project, which will include necessary drainage, safety area, markings, airfield lighting/signage improvements, and pavement removal/additions. The project includes two major components and associated breakdown of funding sources as follows: (1) “Runway 18/36 Rehabilitation,” and (2) “Taxiway C Extension.” All design and construction aspects associated with the reconstruction of Runway 18/36 will be funded primarily by FDOT and Collier County, while the extension of Taxiway C will be funded primarily by the FAA. Therefore, services associated with each funding source shall be clearly identified and delineated throughout the life of the project and are broken out as follows. Runway 18-36 Rehabilitation $449,628 Taxiway C Extension $230,716 On June 25, 2019 (Agenda Item 16G2), the Board of County Commissioners, sitting as the Collier County Airport Authority, approved the selection committee’s ranking of consultants who submitted proposals for Request for Professional Services No. 19-7558 as follows: (1) Hole Montes, Inc., (2) Atkins North America, Inc., and (3) Triskelion Engineering Company, and directed staff to bring a negotiated contract back to the Board for approval. Hole Montes, Inc., as the consultant selected on this project, is assumed to be an expert in the field of airport design and has experience on numerous FAA and FDOT funded projects of a similar nature; and, as such, is solely responsible for designing a safe and efficient project in compliance with all regulations and requirements. The Consultant shall provide all project management, design and related services necessary to initiate construction of all elements of the Runway 18/36 rehabilitation and Taxiway C extension at IMM. Staff has negotiated the attached agreement with Hole Montes, Inc. and recommends its approval. FISCAL IMPACT: The sources of funding are a Federal Aviation Administration (FAA) Airport Improvement Program (AIP) grant, a Florida Department of Transportation (FDOT) 16.G.2 Packet Pg. 2277 11/12/2019 grant within Airport Grant Fund (498), and local match funds within Airport Grants Match Fund (499) appropriated via a transfer from Airport Capital Fund (496), broken down as follows: FAA FDOT Local TOTAL Runway 18/36 Rehabilitation $359,702 $89,926 $449,628 Taxiway C Extension $207,644 $11,536 $11,536 $230,716 TOTAL $207,644 $371,238 $101,462 $680,344 Funds for the design phase of the runway rehabilitation project are available in Project 33605. Funds for the design phase of the taxiway extension project are available in Project 33650. Construction of the Runway 18/36 Rehabilitation is expected to commence in Summer 2019, and is estimated at $7,725,000. It is anticipated that FDOT will participate in eligible construction costs at approximately eighty percent (80%) through the issuance of Supplemental Public Transportation Grant Agreements through Fiscal Year 2022, in addition to the grant funds that have already been awarded. Construction of the Taxiway C Extension is expected to commence in October 2019 (Fiscal Year 2020), and is estimated at $3,000,000. It is anticipated that the FAA will participate in eligible construction costs at ninety percent (90%), FDOT at five percent (5%) and the remaining five percent (5%) will be a county match. LEGAL CONSIDERATIONS: This item is approved as to form and legality, and requires majority vote for Board approval.-SRT GROWTH MANAGEMENT PLAN IMPACT: There is no impact to the Growth Management Plan related to this action. RECOMMENDATION: To approve and authorize the Chairman to sign attached Agreement No. 19-7558 in the lump sum not-to-exceed amount of $680,344 with Hole Montes, Inc., for the design and related services of the Runway 18/36 rehabilitation and Taxiway C extension projects at the Immokalee Regional Airport. Prepared By: Justin Lobb, Airports Manager, Airport Authority ATTACHMENT(S) 1. 19-7558 NORA (PDF) 2. 19-7558 Solicitation (PDF) 3. 19-7558 HoleMontes_Insurance_10-2-19 (PDF) 4. 19-7558 Final Ranking (PDF) 5. [Linked] 19-7558 HoleMontes_Contract_VendorSigned (PDF) 6. [Linked] 19-7558 Proposal_Design_Services_for_IMM_Runway_Rehab__Taxi (PDF) 16.G.2 Packet Pg. 2278 11/12/2019 COLLIER COUNTY Board of County Commissioners Item Number: 16.G.2 Doc ID: 10376 Item Summary: Recommendation to approve and authorize the Chairman to sign Agreement No. 19-7558, “Design and Related Services for the Immokalee Regional Airport Runway 18/36 Project,” and the “Taxiway C Extension Project” in the lump sum not-to-exceed amount of $680,344 with Hole Montes, Inc. Meeting Date: 11/12/2019 Prepared by: Title: Operations Coordinator – Airport Authority Name: Debra Brueggeman 10/02/2019 11:21 AM Submitted by: Title: Division Director - Operations Support – Growth Management Department Name: Gene Shue 10/02/2019 11:21 AM Approved By: Review: Growth Management Department Christine Arnold Level 1 Reviewer Completed 10/02/2019 2:45 PM Airport Authority Justin Lobb Additional Reviewer Completed 10/02/2019 3:08 PM Procurement Services Opal Vann Level 1 Purchasing Gatekeeper Completed 10/02/2019 4:03 PM Growth Management Department Gene Shue Additional Reviewer Completed 10/07/2019 3:26 PM Procurement Services Priscilla Doria Additional Reviewer Completed 10/10/2019 10:24 AM Capital Project Planning, Impact Fees, and Program Management Rookmin Nauth Additional Reviewer Completed Procurement Services Evelyn Colon Additional Reviewer Completed 10/15/2019 10:25 AM Growth Management Operations Support Christopher Johnson Additional Reviewer Completed Procurement Services Ted Coyman Additional Reviewer Completed 10/17/2019 1:52 PM Procurement Services Geoff Thomas Additional Reviewer Completed 10/21/2019 4:06 PM Growth Management Department Debra Brueggeman Deputy Department Head Review Skipped 10/01/2019 3:00 PM County Attorney's Office Jeffrey A. Klatzkow Level 2 Attorney Review Completed 10/23/2019 11:47 AM Grants Erica Robinson Level 2 Grants Review Completed 10/23/2019 4:20 PM Grants Carrie Kurutz Additional Reviewer Completed 10/24/2019 12:50 PM Growth Management Department Thaddeus Cohen Department Head Review Completed 10/25/2019 3:34 PM County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 10/25/2019 3:53 PM 16.G.2 Packet Pg. 2279 11/12/2019 Office of Management and Budget Valerie Fleming Level 3 OMB Gatekeeper Review Completed 10/28/2019 12:25 PM Office of Management and Budget Susan Usher Additional Reviewer Completed 10/31/2019 4:52 PM Grants Therese Stanley Additional Reviewer Completed 11/04/2019 8:53 AM County Manager's Office Nick Casalanguida Level 4 County Manager Review Completed 11/05/2019 12:11 PM Board of County Commissioners MaryJo Brock Meeting Pending 11/12/2019 9:00 AM 16.G.2 Packet Pg. 2280 16.G.2.a Packet Pg. 2281 Attachment: 19-7558 NORA (10376 : Hole Montes Contract 19-7558 for IMM RW & TW Design Services) COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS REQUEST FOR PROFESSIONAL SERVICES (RPS) In accordance with Florida Statute 287.055 Consultants’ Competitive Negotiation Act FOR Design Services for IMM Runway Rehabilitation & Taxiway Extension Projects RPS NO.:19-7558 EVELYN COLON, PROCUREMENT STRATEGIST PROCUREMENT SERVICES DIVISION 3295 TAMIAMI TRAIL EAST, BLDG C-2 NAPLES, FLORIDA 34112 TELEPHONE: (239) 252-2667 evelyn.colon@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.G.2.b Packet Pg. 2282 Attachment: 19-7558 Solicitation (10376 : Hole Montes Contract 19-7558 for IMM RW & TW Design Services) SOLICITATION PUBLIC NOTICE REQUEST FOR PROFESSINAL SERVICES (RPS) NUMBER: 19-7558 PROJECT TITLE: Design Services for IMM Runway Rehabilitation & Taxiway Extension Projects S RPS OPENING DAY/DATE/TIME:APRIL 30, 2019 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 Collier County Airport Authority Division (hereinafter, the “Division”), the Collier County Board of County Commissioners Procurement Services Division (hereinafter, “County”) has issued this Request for Professional Services(hereinafter, “RPS”) with the intent of obtaining proposals from interested and qualified Consultants in accordance with the terms, conditions and specifications stated or attached. The Consultant, at a minimum, must achieve the requirements of the Specifications or Scope of Work stated. The Collier County Airport Authority is seeking proposals for professional design and construction phase engineering services for 1) airfield pavement reconstruction of Runway 18-36 (see attached Exhibit “A”) and 2) Taxiway C extension project at the Immokalee Regional Airport (see attached Exhibit “B”). This is expected to be a two (2) to four (4) year design and construction program due to annual funding constraints and is dependent upon the level of grant funding available through FAA and FDOT. See attached Exhibit “I”, Granting Agency Documents and Exhibit “I”, Granting Agency Forms, incorporated herein by reference. BACKGROUND The Immokalee Regional Airport is a large General Aviation Airport that has two (2) active runways and multiple taxiways that allow for the safe passage of aircraft. Runway 18-36 is in poor to critical condition as rated in the most recent Pavement Inspection Report that was completed through the Florida Department of Transportation in 2017, attached hereto as Exhibit “C”, and incorporated herein by reference. All the pavement sections of Runway 18-36 at the Immokalee Regional Airport require continuous maintenance in order to allow for the operations of aircraft and prevent the pavement from continuing to deteriorate to the point of failure. To allow for the continued operations of aircraft at the airport, pavement restoration is necessary. Project will also include necessary drainage, safety area, markings, airfield lighting/signage improvements, and pavement removal/additions. In addition, Taxiway C is proposed to be extended for a 3,000-foot Taxiway Design Group (TDG) II, which will connect Taxiway B and the Airport’s primary Runway 9-27 to the Terminal/Hangar Area to increase safety by reducing crossing of Runway 18-36, as currently required by the airfield’s geometry. This project will also include necessary drainage, safety area, markings, airfield lighting/signage improvements, and pavement removal/additions. TERM OF CONTRACT County reserves the right to modify this scope during negotiations for budgetary reasons. The contract term, if an award is made, will commence on the date of the Notice to Proceed and end upon acceptance and approval of the final payment. Prices shall remain firm for the initial term of 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 overall project will include two major components and associated breakdown of funding sources. It is anticipated that all design and construction aspects associated with the Taxiway C Extension will be primarily funded with Federal (FAA) AIP dollars, while all design and construction aspects associated with reconstruction of Runway 18-36 will be primarily funded with State (FDOT) and local (County) dollars, as depicted in the concept drawings provided in separate attachment. Therefore, services associated with each funding source shall be clearly identified and delineated throughout the life of the project. 16.G.2.b Packet Pg. 2283 Attachment: 19-7558 Solicitation (10376 : Hole Montes Contract 19-7558 for IMM RW & TW Design Services) Phase I -- Design Phase Services: The Runway 18-36 reconstruction and Taxiway C extension design shall include, but not be limited to all civil and electrical engineering typically required for airfield pavement rehabilitation on active airports in accordance to FAA requirements and in accordance to FAA Advisory Circulars 150/5300-13A, 16, 17 & 18 as well as all supporting services such as surveying (including AGIS) and geotechnical services. The design must incorporate all utilities, site development, and drainage. Services shall consist of all phases of design, including but not limited to: programming, schematic design, design development, construction documents, and all permitting/ services during construction The selected firm shall be responsible for knowledge of and compliance with all relative local, state and federal codes and regulations. In addition, ability to provide affidavits of no conflict of interest or to provide services separate from private sector clients shall be required. The consultant should be prepared to assist with grant preparation and may or may not be requested to perform administration for FAA and FDOT grant programs. This project will be awarded in two phases as funding becomes available, one for the Runway Rehabilitation and one for the Taxiway Extension. The Design Phase services will be negotiated first and if post bid award and post design services are required, they will be negotiated prior to construction beginning. Phase II -- Construction Phase services will be solicited separately at a future date. The firm shall be required to provide complete services as outlined in the contract or assist the Airport Authority, as a minimum, with the following tasks. 1. Provide final calculations, construction documents and specifications in consultation with the Owner. 2. Prepare and file all applications, data, and documents required to obtain approval of all authorities having jurisdiction over the project. 3. Prepare the necessary bidding technical specifications and bid schedule(s). 4. Prepare a written cost estimate, engineering and functionality recommendations. 5. Additional services as may be necessary and appropriate. 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, Form 2: Vendor Check List): The Solicitation Submittal has been signed. All applicable forms have been signed and included, along with licenses to complete the requirements of the project. Required Reference Questionnaires have been completed for previous projects and included with the proposal. Any addenda have been signed and included. All grant requirements have been reviewed and forms completed (if applicable). Division of Corporations - Florida Department of State –http://dos.myflorida.com/sunbiz/(If work performed in the State). E-Verify/Immigration Affidavit (Memorandum of Understanding). 16.G.2.b Packet Pg. 2284 Attachment: 19-7558 Solicitation (10376 : Hole Montes Contract 19-7558 for IMM RW & TW Design Services) 16.G.2.c Packet Pg. 2285 Attachment: 19-7558 HoleMontes_Insurance_10-2-19 (10376 : Hole Montes Contract 19-7558 for IMM RW & TW Design Services) 16.G.2.d Packet Pg. 2286 Attachment: 19-7558 Final Ranking (10376 : Hole Montes Contract 19-7558 for IMM RW & TW Design Services) rickbrylanski@hmeng.com Submitted by: Request for Qualifications COLLIER COUNTY Design Services for IMM Runway Rehabilitation & Taxiway Extension Projects May 13, 2019 RPS No. 19-7558 SECTION 1SECTION 1 Ability of Professional Personnel Statement of Qualifications Design Services for IMM Runway Rehabilitation & Taxiway Extension Projects Ability of Professional Personnel Section #1: Ability of Professional Personnel | Page #1 Experienced Professional Team Hole Montes (HM) has assembled an exceptional team of seasoned airfield professionals who have gained valuable experience working together on dozens of improvement programs at airports throughout Florida and the Southeastern United States. The proposed key professionals have extensive experience in their various areas of expertise working on projects of similar type, size and complexity. These capable individuals will form the basis of a successful project team for the IMM Runway Rehabilitation and Taxiway Extension projects. The HM Team has the significant depth and capacity to ensure project delivery on schedule and with superb attention to detail. With the recent completion of the runway, taxiway and electrical vault projects at Page Field (Lee County Port Authority) in 2018, the HM Team presents the most knowledge and local experience on a similar project (in both size and scope) in the region. Our team has demonstrated a strong level of team collaboration proximate to the project site. HM, AVCON and its individual members have successfully worked together to deliver award winning projects throughout Southwest Florida. The project manager, electrical designer, civil designer, stormwater engineer, and geotechnical engineer are the same individuals and firms that contributed to the award-winning runway rehabilitation projects at Page Field. Project Manager Timothy Parker, P.E., C.M. will be your Project Manager. Based out of HM’s Fort Myers office, Mr. Parker will lead the entire team and ensure that the project schedule and budget will be developed, managed, monitored and adhered to. Project deliverables in the form of plans, specs, engineer’s report, opinions of probable cost, and similar airport related support documentation will be thorough, accurate and informational. Subconsultants will be managed proactively and mentored, and funding and regulatory agencies will be informed of project activities on a regular basis. There will be no surprises, and project concurrence by involved agencies and staff will be achieved at key milestones throughout the project. With more than 38 years of engineering and project management experience, Mr. Parker is very familiar with projects of similar type and complexity. He has worked on runway and taxiway projects at Page Field Airport, Valkaria Airport, Orlando International Airport, Tampa International Airport, Arcadia and Witham Field. He is a licensed instrument rated commercial pilot and a regular user of Immokalee Regional Airport. With his numerous flights to IMM, he is very familiar with the current pavement conditions and operational challenges associated with the proposed rehabilitation project. Mr. Parker knows what quality workmanship is and he expects it during both the design phase and construction phase. After all, he knows that he will likely be using what he was responsible for designing and building, both on the ground and in the air. He is normally the first or second person to takeoff from runways after they are reopened after rehabilitation or reconstruction. The first takeoff in his experimental aircraft was from a runway which he designed as the Engineer of Record. Mr. Parker’s airport engineering experience includes: airfield design, airfield pavement rehabilitation, runway safety area improvements, NAVAID relocations, helipad design and site approval, cost estimates, preparation of plans and specifications, phasing, signage, pavement marking, and airspace coordination. As your Project Manager, Tim has the expertise and know-how for maintaining effective project control through a well coordinated project management plan. Section #1: Ability of Professional Personnel | Page #2 Statement of Qualifications Design Services for IMM Runway Rehabilitation & Taxiway Extension Projects Organizational Chart and Resumes Hole Montes has assembled a team of professionals that have the expertise to undertake the pavement evaluation, surveying, geotechnical evaluation, pavement design, grading and drainage design, airfield electrical design, airfield marking design, and permitting services required to complete these projects. This cohesive team has extensive knowledge and experience with local construction and regulatory conditions. A detailed organizational chart showing the function and duties of the team members is provided below. Resumes of key team members are also provided in the following pages. Section #1: Ability of Professional Personnel | Page #3 Statement of Qualifications Design Services for IMM Runway Rehabilitation & Taxiway Extension Projects Project Manager Mr. Timothy Parker, P.E., C.M. has extensive airport engineering and construction management experience for a wide range of commercial service and general aviation airport projects. He has more than 38 years of engineering and project management experience in the areas of airport, aerospace, civil and environmental engineering; public/ private development; and flight operations. His airport engineering experience includes airfield design, airfield pavement rehabilitation, runway safety area improvements, NAVAID relocations, helipad design and site approval, cost estimates, preparation of plans and specifications, phasing, signage, pavement marking, and airspace coordination. As your Project Manager, Mr. Parker has the expertise and know-how for maintaining effective project control through a well-coordinated project management plan. As a licensed commercial pilot, Mr. Parker understands airport needs from a pilot’s perspective. His depth of experience provides a solid foundation for understanding not only the current regulations but in many cases the history and recent changes to the requirements. Mr. Parker’s knowledge of FAA and FDOT regulations and requirements is quite impressive. His knowledge extends beyond the normal engineering items related to airport design. Due to his diverse background, he is familiar with a broad spectrum of regulations and requirements which include Federal Aviation Regulations, FAA Advisory Circulars, TERPS, FAA Orders and requirements related to planning, environmental considerations, flight operations and airspace requirements. Relevant Experience: Education: M.S. Management Troy University B.S. Aeronautical & Astronautical Engineering University of Illinois Professional Registrations: Professional Engineer: FL (#50062) Professional Affiliations: AAAE, Certified Member (CM) Aircraft Owners and Pilots Association Florida Airports Council Years of Experience: 38 (4 with HM) Honors & Awards: Lee County Port Authority, Page Field 2017 Aviation Ambassador of the Year (Nominations were made by the tenants and airport users) Timothy Parker, P.E., C.M. Project Manager AIRFIELD PAVEMENT: • Immokalee Regional Airport Taxiway B • Page Field: Rehab of Runway 5-23 & Assoc. Taxiways • Page Field: Rehab of Runway 13-31 & Assoc. Taxiways • Valkaria Airport: Runway 10-28 Reconstruction, New Parallel Taxiway A, Apron Rehab/ Reconstruction • Arcadia Municipal Airport: Runway, Taxiway & Apron Pavement Rejuvenation • Orlando International Airport: Taxiway B, B2, B10, J, Y, Z improvements to support Airbus A-380 • Leesburg International Airport: Realignment of portions of Taxiway A & K, Seaplane Ramp • Martin County Airport: Runway 12-30 Engineered Material Arresting System & Pavement Conditioner • Page Field: GA Ramp & Runway/Taxiways Rehab • Ft. Lauderdale International Airport: Runway 9L/27R pavement evaluation • Tampa International Airport: pavement evaluation for airside pavements: Design and construction for Taxiway D & E; construction service for Taxiway W Rehab • St. Lucie County International Airport: Runway Rehab Design & width justification, Runway 9-27 DRAINAGE & AIRFIELD PAVEMENT: • Rehab of RW 5-23 & Assoc. TWs, Page Field • Rehab of RW 13-31 & Assoc. TWs, Page Field AIRFIELD MARKING, SIGNAGE & LIGHTING: • New PAPIs & REILs, Martin County Airport • TW Redesignations, Page Field FENCING & SECURITY IMPROVEMENTS: • New Security Fencing, Arcadia Municipal Airport • Security System Improvements, Treasure Coast International Airport UTILITIES & ACCESS ROAD IMPROVEMENTS: • Airport Access Rd. Feasibility Study, Flagler County Airport • Utility & Access Rd. Improvements, Martin County Airport Key Personnel Resumes Mr. Robert Murray, P.E. is a Senior Vice President and Principal with Hole Montes. He is the Manager of the Fort Myers office and Principal-in-Charge of Transportation Services which includes highway and aviation engineering. As Project Director, he has been responsible for various projects in Southwest Florida in highway and transportation engineering, stormwater management and permitting. Active in professional organizations, Mr. Murray is past president of the South Florida Section of A.S.C.E. and past president of Southwest Florida Branch of A.S.C.E. Mr. Murray also served a two-year term as Branch Director to the South Florida Section and was a District 10 Council Delegate. He also held various offices in Ohio Society of Professional Engineers, Southern Ohio Chapter, including two terms as Chapter President. In 1989, he received the A.S.C.E. Southwest Florida Branch Young Engineer of the Year Award, and in 1992 he received the branch’s Engineer of the Year Award. Mr. Murray is also Past Chairman of the Southwest Florida Branch of the American Public Works Association (2000-2002). Relevant Experience: COLLIER COUNTY • Immokalee Rd., Six-laning, West of I-75 • Livingston Rd., Six-laning, North of Immokalee Rd. • Immokalee Rd., Four-laning, East of I-75 • Yellowbird St. Improvements, City of Marco Island LEE COUNTY • Storm Drainage/Flooding Assessment (Post Hurricane Irma) • Lee County Complete Streets Initiative, Lee County MPO • Alico Rd. Six-laning, West of I-75 • Corkscrew Rd., Four-laning, East of I-75 • Imperial St./Livingston Rd., Four-laning • Cape Coral Pkwy. Widening Project, Six-lane urban design • San Carlos Canal Bridge Replacement – Cape Coral • Corlico Pkwy. (Three Oaks Pkwy.) – 4.5 mi., Four-lane urban design • Cypress Lake Dr. Improvements, Four-lane urban design • Fowler St. Improvements, U.S. 41 to Colonial Blvd. – Six-lane urban design • East Terry St., Four-lane urban design (East of Old U.S. 41) • I-75 Direct Access to Southwest Florida International Airport • General Engineering Consultant for Lee County Port Authority MUNICIPAL DEVELOPMENT & UTILITIES • Carrell/Winkler – Phase IV Neighborhood Utility Rehabilitation, City of Fort Myers • Palm City Gardens Utility Replacement and Site Improvements, City of Fort Myers • Tice St. Water Main Extension, Lee County Utilities • Centennial Park, Fort Myers • Lee/Hendry Joint Landfill – Sanitary Landfill Development, Hendry County • Riverwalk, City of Fort Myers • Rutenberg Park Master Plan/PDO, Lee County • South Fort Myers Library, Lee County CONSTRUCTION ENGINEERING AND INSPECTION (CEI) • Cape Coral Pkwy./San Carlos Canal Bridge Replacement • Cypress Lake Dr., Four-laning, Lee County • South Church Rd. and SR 82 Improvements, Hendry County • Airport Rd. Bridge at Immokalee Rd., Collier County • U.S. 41, Six-laning, South of Corkscrew Road, FDOT Gladiolus Dr., Four-laning from Pine Ridge Rd. to Winkler Rd. Section #1: Ability of Professional Personnel | Page #4 Statement of Qualifications Design Services for IMM Runway Rehabilitation & Taxiway Extension Projects Education: B.S. Civil Engineering Ohio Northern University Professional Registrations: Professional Engineer: FL (#35826) Professional Affiliations: American Public Works Association American Society of Civil Engineers American Water Resources Association Florida Engineering Society National Society of Professional Engineers SW Florida Chapter of ITE Years of Experience: 42 (34 with HM) Robert Murray, P.E. Principal-in-Charge Key Personnel Resumes Austin Brown, E.I. is a Design Engineer in the Aviation Department at Hole Montes. With a degree in Aerospace Engineering, Mr. Brown has jumped head first into the civil side of airport engineering. Austin successfully completed a Bachelor of Science Degree in Aerospace Engineering at the University of Florida in 2015. Having passed the Fundamentals of Engineering Exam (FE), he is gaining the necessary professional practice experience as he prepares towards his Professional Engineering licensure. He has proven ability in the planning and designing of creating a CAD surface that can be used for machine control. Using the surfaces that Mr. Brown created for the Page Field Rehabilitation projects resulted in the base material being placed consistently within 1/8” of the planned surface. It was realized early in the project that there would be challenges with the approximately 30 unconnected CAD surfaces in the original plan set. Austin revised the original plans in about 2 weeks to make contiguous CAD surfaces. By virtue of the quality of the CAD surface created and the high level of machine control implemented, Page Field-Program 1 came in on-schedule and about $1.5M under the approved contract amount. Page Field-Program 2 came in about 2 months ahead of schedule and about $400,000 under the approved contract amount. This savings is directly tied to the quality of the CAD surfaces. Relevant Experience: • Page Field – Runway 5-23 Rehabilitation • Page Field – Runway 13-31 Rehabilitation Hole Montes was contracted by the Lee County Port Authority and was responsible for the design to rehabilitate the airfield pavements at Page Field to maintain all pavements at an acceptable condition. The focus of the program was to maintain full pavement width and length while maximizing FAA and FDOT funding and maintain a safe airport. • Immokalee Regional Airport – Taxiway Rehabilitation The project included the rehabilitation of Runway 9-27, in place, and the transformation of the portion of closed Runway 4-22, between Runway 9-27 and Taxiway B, into a midfield taxiway connector. The rehabilitation of these runways involved the removal of the concrete hardstands at both ends of Runway 9-27 and at the intersection with closed Runway 4-22. The existing 70 year old pavement and base sections were replaced with new limerock base and bituminous surface course. The program also included replacement of the antiquated runway edge / threshold lighting and signage system and adding REILs and PAPIs for both approaches to Runway 9-27. New edge lighting and signage was added to Taxiway B. The airfield electrical vault was replaced and a backup generator installed. The regrading of the turf areas within the Runway Object Free Area (ROFA) was also included to remove drainage ditches and ponding that interfered with the maintenance of the airfield and created a wildlife attractant. • Page Field – Multi-Use Hangar & Ramp Expansion This project consists of a 25,000 S.F. multi-use aircraft storage hangar, 5,000 S.Y. of additional aircraft parking ramp, as well as associated site work including modifications to the existing aircraft apron, demolition, grading, drainage, earthwork and utilities to serve the new hangar. This project is currently scheduled for completion in 2019. Section #1: Ability of Professional Personnel | Page #5 Statement of Qualifications Design Services for IMM Runway Rehabilitation & Taxiway Extension Projects Education: B.S. Aerospace Engineering University of Florida Professional Registrations: Engineering Intern: FL Years of Experience: 2 (2 with HM) Austin Brown, E.I. Design Engineer/Aviation Engineering Key Personnel Resumes Mr. Byron Taylor, P.E. is a civil engineer with over 17 years of experience in civil design, hydrology, and environmental engineering. He is responsible for preparation of engineering reports, permit applications, computer modeling, and site design. Mr. Taylor is experienced in hydrological modeling and AutoCAD design. Programs currently being used include AutoCAD, Pond Pack, and Water GEMS. Relevant Experience: • Collier County Wastewater Basin 305 The project entails the rehabilitation of 60+ pump stations to bring both the check valve and plug valve from the valve vault to above ground and the inspection and rehabilitation of three master pump stations (MPS305. MPS308, and MPS309). Hole Montes was responsible for analyzing flows to determine pump sizes and potentially installing booster pumps versus the traditional wet well. The scope of this project also includes the business case for the relocation of MPS308 feasibility study and the western interconnect which entails analyzing and designing a phase of force main interconnect which would allow more flow and greater flexibility for Collier County to send flows to either the North Treatment Plant or the South Treatment Plant. Mr. Taylor was the Project Manager. • Storm Drainage/Flooding Assessment, Lee County, Florida Several areas were flooded due to rainstorms in late August, 2017 and Hurricane Irma in September, 2017. Lee County wanted to know the reasons for flooding and to point out areas that need further analysis. During this phase, Hole Montes (HM) determined what can be done in the short term to improve drainage and flood carrying capacity. The study areas for HM included in North Fort Myers: Bayshore Creek, Popash Creek, Strouds Creek and, Nalle Grade Road and in the Whiskey Creek Watershed: Canal “L”, the Villas and Pine Lakes. This preliminary assessment of flooded areas involved cursory review of current water management plans, extensive field inspections and collecting of anecdotal information about flooding. Work included field location and mapping of impediments to flow, identifying drainage structures and pathways, evaluation of high water marks and other data sources necessary to help identify immediate and near term improvements to alleviate flooding conditions. • Page Field G.A. Terminal, Fort Myers, Florida Hole Montes provided the project management and engineering services from conceptual design through construction of the new G.A. terminal complex in the west quadrant of Page Field Airport. The complex includes a new 22,000 SF terminal building, 24,000 SF bulk hangar, parallel taxiways to two runways, new 600,000 SF apron along with landside improvements including a new access road and vehicular parking. The project also includes utilities, lighting, landscaping, signage and a new fuel farm. The taxiways were constructed in 2007 and the apron was completed in 2009. The terminal and hangar buildings, along with the new access road, vehicle parking, signalized intersection modification and fuel farm were all built simultaneously. The project included a comprehensive stormwater management system with two lakes that provide irrigation for the extensive landscaping. • Gartner, Fort Myers, Florida Since 1997, Hole Montes has served as Gartner’s Site Development Engineer for their 3 office buildings located in Gateway in Lee County, Florida. Hole Montes’ services for this project included surveying, site design, civil engineering, permitting through Lee County, South Florida Water Management District, FAA (Tall Structure Review), Gateway Services District, and Lee County Utilities. In addition, the firm provided construction administration services and final certifications to the different agencies. Hole Montes was hired for the expansion of an additional 132,000 sq. ft. building on the adjacent 8.31-acre parcel. The project was on a fast-paced schedule, and HM met the challenge obtaining all site development permits within 60 days. Section #1: Ability of Professional Personnel | Page #6 Statement of Qualifications Design Services for IMM Runway Rehabilitation & Taxiway Extension Projects Education: B.S. Civil Engineering University of Florida Professional Registrations: Professional Engineer: FL (#63931) Years of Experience: 17 (17 with HM) Byron Taylor, P.E. Stormwater Management Section #1: Ability of Professional Personnel | Page #7 Statement of Qualifications Design Services for IMM Runway Rehabilitation & Taxiway Extension Projects Education: MBA Embry Riddle Aeronautical University B.S. Civil Engineering Ohio University Professional Registrations: Professional Engineer: FL (#36579) Professional Affiliations: American Society of Civil Engineers Florida Engineering Society Florida Institute of Consulting Engineers Airport Consultants Council Years of Experience: 44 (30 with AVCON) James (Jim) Kriss, P.E. QA/QC Manager Mr. James (Jim) Kriss, P.E. is a principal and founder of AVCON, INC. As a principal and senior project manager with AVCON, he is responsible for marketing, client management and technical design issues associated with all aspects of studies, designs and project management tasks for airport and aviation related projects; transportation and civil engineering design and planning support; construction applications and management services; and all supporting service areas for the entire array of AVCON’s service sectors. Mr. Kriss has been involved with hundreds of different clients in the U.S. and abroad over the past 44 years. His experience includes all facets of aviation, pavements, utilities, structural systems, construction, cost estimating, and project management. Relevant Experience: RUNWAY 14-32 REHABILITATION Naples Municipal Airport, Naples, FL The airport has two paved runways and a turf landing strip. Runway 5-23 is the primary runway and having been rehabilitated in 2010, is in excellent condition, including 25-foot paved shoulders. Runway 14-32 is the crosswind runway. It also has 25-foot paved shoulders, and both the full-strength asphalt pavement and the asphalt shoulders were in relatively poor condition. This project comprised the pavement rehabilitation of Runway 14-32. RUNWAY 9R-27L REHABILITATION Melbourne International Airport, Melbourne, FL The overall project primarily involved the rehabilitation of asphalt pavements on Runway 9L-27R and Taxiway B. AVCON’s scope of work consisted of pavement rehabilitation and marking design. RUNWAY 4-22 REHABILITATION Zephyrhills Municipal Airport, Zephyrhills, FL This project consisted of rehabilitating Runway 4-22, the airport’s primary 5,001’ x 100’ runway. Pavement rehabilitation involved recycled stabilized base construction utilizing the existing pavement structure (asphalt and limerock) prior to a 4” asphalt overlay. An area of concrete in poor condition at the runway end was removed and crushed on site to create additional new base material. The runway numerals were adjusted from 4-22 to 5-23 to account for the current magnetic declination. Project also included rehabilitation of the runway lighting system (upgrade to LED edge lights, threshold lights, and REILs), new signage, and the installation of new 4-Box PAPIs, as well as marking and grooving of the entire runway. REHABILITATION OF TAXIWAYS – PHASE 1 Orlando Executive Airport, Orlando, FL This project included the rehabilitation of the existing asphalt pavement (mill/overlay and full depth pavement/fillet widening), lighting, signage, and markings for Taxilane E and portions of Taxiway E, Taxiway E4, Taxiway E5, Taxiway A, and Taxiway B. In addition, the project consisted of the reconstruction and realignment of Taxiway E6 and associated grading. REHABILITATION OF TAXIWAYS A AND C Okeechobee County Airport, Okeechobee, FL Project consisted of Rehabilitation of Taxiway A and C, the primary taxiways for OBE. The design work incorporated new pavement design (mill and overlay and new construction); new geometric upgrades; complete replacement of airfield lighting and signage; complete specifications and document preparation; bidding and construction phase services. RUNWAY 18R-36L REHABILITATION AND RELATED WORK Orlando International Airport, Orlando, FL Key design elements included milling and repaving existing asphalt pavement (P-401SP-RM Recycle Mix) for the outer runway sections and runway shoulders; resurfacing existing asphalt pavement for taxiway shoulders and a majority of both blast pads; repairing and resealing existing concrete pavement joints, primarily in the center keel section of the runway and repairing/replacing cracked slabs; and improving existing runway lighting, marking. Section #1: Ability of Professional Personnel | Page #8 Statement of Qualifications Design Services for IMM Runway Rehabilitation & Taxiway Extension Projects Education: A.S. in Computer Integrated Manufacturing Valencia Community College Professional Registrations: Electrical Contractor, FL Airport Certified Employee – Airfield Lighting Maintenance, The American Association of Airport Executives (2008) Honors & Awards: Best Technical Paper, 2010, Illuminating Engineering Society (IES); Best Technical Paper Award, 2008, Illuminating Engineering Society (IES); Aviation Lighting Committee (ALC), Fall Conference Years of Experience: 39 (18 with AVCON) Carl Johnson, E.C., A.C.E. Senior Airport Lighting Specialist Mr. Carl Johnson, E.C., A.C.E. is a Senior Airfield Lighting Specialist with more than 39 years of experience in the planning, design, construction, and maintenance of electrical distribution systems and airfield lighting systems. For the last 30 years, his primary focus has been the design and construction inspection of airfield lighting and NAVAID systems. Mr. Johnson has participated in numerous forums and committees relating to airfield lighting, grounding, and lightning protection; and he has presented several papers on airfield lighting, electrical maintenance and electrical safety. He has an extensive knowledge of NFPA, NEC, FAA, and military standards, and he is a Principal Member of the NFPA 780 Technical Committee for Lightning Protection and Underwriters Laboratories Standards Technical Panel 96 which covers activity for UL 96, Standard for Lightning Protection Components, and UL 96A, Standard for Installation Requirements for Lightning Protection Systems. Mr. Johnson was instrumental in the creation and development of the new Chapter 11, Protection for Airfield Lighting Circuits in the NFPA® 780 Standard for the Installation of Lightning Protection Systems. This chapter focuses on the proper methods to implement effective lightning protection for airfield lighting circuits. Additionally, he serves as the lead instructor for the Florida Airports Council’s (FAC) Basic Airfield Electrical Safety Workshop. Relevant Experience: RUNWAY 4-22 REHABILITATION Zephyrhills Municipal Airport, Zephyrhills, FL This project consisted of rehabilitating Runway 4-22, the airport’s primary 5,001’ x 100’ runway. Pavement rehabilitation involved recycled stabilized base construction utilizing the existing pavement structure (asphalt and limerock) prior to a 4” asphalt overlay. An area of concrete in poor condition at the runway end was removed and crushed on site to create additional new base material. The runway numerals were adjusted from 4-22 to 5-23 to account for the current magnetic declination. Project also included rehabilitation of the runway lighting system (upgrade to LED edge lights, threshold lights, and REILs), new signage, and the installation of new 4-Box PAPIs, as well as marking and grooving of the entire runway. AIRFIELD REHABILITATION PROGRAM Page Field, Lee County, FL The program involved rehabilitation/replacement of pavement sections, airfield lighting systems and drainage systems. AVCON was responsible for design of the electrical systems for Runway 5-23 and Runway 13-31. The electrical scope provided for a new airfield lighting vault. The new airfield lighting vault provided code compliant working space, is well lighted and provides for future growth at the airport. The electrical service was designed to accommodate future loads and is equipped with a full-size standby generator in the event of utility power loss. RUNWAY 9R-27L REHABILITATION Melbourne International Airport, Melbourne, FL The overall project primarily involved the rehabilitation of asphalt pavements on Runway 9L-27R and Taxiway B. AVCON’s scope of work consisted of pavement rehabilitation and marking design. RUNWAY 18R-36L REHABILITATION AND RELATED WORK Orlando Executive Airport, Orlando, FL Key design elements included milling and repaving existing asphalt pavement (P-401SP-RM Recycle Mix) for the outer runway sections and runway shoulders; resurfacing existing asphalt pavement for taxiway shoulders and a majority of both blast pads; repairing and resealing existing concrete pavement joints, primarily in the center keel section of the runway and repairing/replacing cracked slabs; and improving existing runway lighting, marking. Section #1: Ability of Professional Personnel | Page #9 Statement of Qualifications Design Services for IMM Runway Rehabilitation & Taxiway Extension Projects Education: M.S. Civil Engineering University of Central Florida Professional Registrations: Professional Engineer: FL (#56825) Years of Experience: 26 (8 with AVCON) Russell Holliday, P.E. Senior Airfield Engineer Mr. Russ Holliday, P.E. has over 26 years of experience that consists of engineering project management for all phases of airport assignments, including topographical survey reduction, geometry, utility coordination, potable water and sanitary sewer design, drainage design, pavement design and cost estimating, bidding, DBE coordination services, construction administration, resident project representative, and project close out. He has extensive experience working with State Water Management Districts, the FDOT and FAA personnel. Relevant Experience: REHABILITATION OF RUNWAY 6-24 Kissimmee Gateway Airport, Kissimmee, FL This $2.8M project consisted of design and bid phase services for pavement and geometry analysis, standard blast pad; airfield lighting, vault, and navigational aid analysis and design to consider future runway extension and LED versus Quartz/Halogen technology; temporary and permanent runway markings; storm-water design and permit application; comprehensive land survey and geotechnical testing; project cost administration phase services; and FAA grant pre-application services. REHABILITATE, MARK AND LIGHT RW 18-36 Wauchula Municipal Airport, Wauchula, FL This project consisted of the rehabilitation of the existing Runway 18-36. Also included are standard blast pad design provisions on both ends, Medium Intensity Runway Light (MIRL) rehabilitation, REIL units, airfield lighting vault study and necessary modifications, navigational aids (PAPI-4) analysis and design to consider LED technology, temporary and permanent runway marking design, and obstruction clearing in both approaches. REHABILITATE ELECTRICAL VAULT AND AIRFIELD SIGNAGE Martin County Airport / Witham Field, Stuart, FL This $528K project included improvements to airfield signage and an assessment of the Electrical Vault and other equipment. The airport elected to place additional signs including Runway Distance Remaining Signs (RDR) along Runway 12-30 where funds allowed. REHABILITATE TAXIWAY S Fort Lauderdale Executive Airport, Fort Lauderdale, FL The project included engineering design for Taxiway S and connector Taxiways S-1, S-2, and S-3 which were approximately 1,400 feet long and primarily 50 feet wide, located north of Runway 27. The design consisted of pavement rehabilitation along Taxiway S and its corresponding connectors, including rehabilitation of the existing taxiway pavement and regrading and sodding within the taxiway shoulders; pavement structure design in accordance with FAA guidelines based on the forecast fleet-mix and departures; preparation of pavement marking plans in accordance with FAA guidelines; and preparation of quantity takeoffs, phasing provisions and probable construction costs. T-HANGAR TAXIWAY/TAXILANE PHASE 2 Wauchula Municipal Airport, Wauchula, FL This $273K project consisted of the construction of a new taxiway connection to Taxiway A, and associated taxilanes leading to future T-hangars. The project had two main components which were to construct approximately 300 feet of main access taxiway and 600 feet of taxilane, comprising two sets of taxilanes, each approximately 300 feet long. This project was 100% FAA funded. TAXIWAY G AND NEW ELECTRICAL VAULT Ormond Beach Municipal Airport, Ormond Beach, FL This $4M project included analysis of existing conditions; formulation of design alternatives with corresponding estimates; comprehensive set of engineering plans, contract documents, specifications, reports and estimates, and construction management plan; application for FAA design grant; generation of safety plans and notes, as well as filing of the 7460 site study on-line for the project. Section #1: Ability of Professional Personnel | Page #10 Statement of Qualifications Design Services for IMM Runway Rehabilitation & Taxiway Extension Projects Education: Bachelor of Architecture University of Kansas B.S. Environmental Design University of Kansas Professional Registrations: Professional Architect (#AR0012255) Years of Experience: 40 (8 with AVCON) Mary Soderstrum, AIA Senior Airport Planner Ms. Mary Soderstrum, AIA has over 40 years of experience as an airport planner, a senior aviation executive, facilities programmer, aviation activity forecaster, and architect. She has extensive expertise in airport master planning; facilities forecasting; and planning and design of aviation facilities including passenger terminals, aprons, airside facilities, terminal renovation, and airport expansion programs. Ms. Soderstrum was part of the team that wrote the FAA Advisory Circular 150/5070-6 Airport Master Plans, and she was the principal author of the FDOT Airport Master Plan Guidebook (2010). She recently served as a member of the advisory committee for the re-write of the FDOT Airport Master Plan Guidebook and the concurrent updating of internal FDOT Master Plan procedures. Relevant Experience: AIRPORT LAYOUT PLAN UPDATE Zephyrhills Municipal Airport, Zephyrhills, FL This detailed Airport Layout Plan Update (ALP) included the development of new Aviation Activity Forecasts, the determination of the Primary Runway, the determination of runway lengths and widths, a Capital Improvement Program and the determination of funding sources, as well as a complete update of the Airport’s Property Map. PINELLAS COUNTY, CUSTOMS AND BORDER PROTECTION FACILITIES St. Pete-Clearwater International Airport, Clearwater, FL AVCON performed an inventory of the existing Customs and Border Protection (CBP) facilities at the Airport and determined the steps needed to upgrade the facility to meet the current Airport Technical Design Standards (ATDS). AVCON was subsequently retained to provide professional services including mechanical, electrical, plumbing, and fire protection engineering; cost estimating; bidding; and construction administration for the implementation of the CBP facilities. MASTER PLAN UPDATE Winter Haven Regional Airport – Gilbert Field, Winter Haven, FL This study considered future airport improvements for a 20-year period of 2014 to 2033 and provided an update to the previous Master Plan completed in September 2004. The Master Plan Process identified the existing facilities and their condition as well as current and future aviation activity demands. Facility requirements were developed to meet the aviation activity demands. This Master Plan provided a capital improvement plan which addresses project phasing and financial needs and included the development of an Airport Layout Plan (ALP) that graphically depicts existing and future developments. FOCUSED ENVIRONMENTAL ASSESSMENT: TAXIWAY A EXTENSION AND SEAPLANE RAMP Leesburg International Airport, Leesburg, FL The City of Leesburg was required to prepare an FAA Orlando Airports District Office (ADO) directed Focused Environmental Assessment (FEA) to examine potential environmental impacts and identify mitigation actions required for the extension of Taxiway A approximately 550 feet to the southeast to the vicinity of the shoreline of Lake Harris and for the installation of a seaplane ramp from Lake Harris to the extension of Taxiway A. MASTER PLAN UPDATE Wauchula Municipal Airport, Wauchula, FL This Airport Master Plan Update was prepared for the City of Wauchula and the Wauchula Municipal Airport to provide long-range airport improvement strategies that address the future demand for aviation and aviation-related services at the Wauchula Municipal Airport. This study considered future airport improvements for a 20-year period of 2012 to 2031. Section #1: Ability of Professional Personnel | Page #11 Statement of Qualifications Design Services for IMM Runway Rehabilitation & Taxiway Extension Projects Subconsultant Team Members AVCON, INC. (AVCON) is a trusted Florida based engineering and planning firm specializing in airports, transportation, facilities, and site development projects with a staff of more than 90 professionals. AVCON’s staff of engineers and airport planners has completed essentially every type of airport project, ranging from airport master plans and condition assessments to airfield pavement designs, lighting and NAVAIDs, hangar developments, security enhancements, roadway design, and utility and storm water improvements. AVCON also provides special services related to airfield and lighting evaluation, electrical vault arc-flash analysis, and capacity studies utilizing in-house testing equipment and fully-trained staff. The collective experience of AVCON for both general aviation and commercial service airports is exceptional. Founded in 1988, AVCON prides itself on the firm’s long history of success in all projects based on: • AVCON’s ability to listen to clients; • AVCON’s expert knowledge of FAA and FDOT standards and industry specifications; • AVCON’s big picture yet detailed approach to design; and • AVCON’s ability to develop phasing plans that minimize operational impacts to airport users. These capabilities result in safe, cost effective, and efficient enhancements while reducing construction impacts to your users. AVCON’s projects have been recognized for both engineering excellence and constructibility. The firm has provided airport design and construction phase services for numerous major runway, taxiway and apron programs, comprising P-401SP (over 700,000 tons), Fuel Resistant Asphalt (over 3,000 tons), P-341 ARMI (over 900,000 yd²), and P-501 Portland Cement Concrete (over 1,600,000 yd²) on air carrier and general aviation facilities. These project roles have ranged from new green field construction to numerous rehabilitation projects. In addition to airfield pavement expertise, AVCON also provides electrical design for primary power distribution and airfield lighting improvements. AVCON’s staff has successfully designed and implemented over 4 million lf of cable, over 4,300 runway lights, over 11,200 taxiway lights, over 600 guard lights, over 1,100 signs, over 20 runway status lights, over 27 vaults, and over 50 wind cones. Additionally, AVCON has contributed to the review and development of various new FAA advisory circulars and design guidelines. One example is the airfield lighting lightning protection criteria AVCON has used which has resulted in reduced incidences of lightning strikes and damage to sensitive airport equipment. AVCON staff has also presented at several conferences and workshops on this topic. The AVCON Team Members proposed for this Design Services contract are as follows: James (Jim) Kriss, P.E. will provide QA/QC for the project. Mr. Kriss is a principal and founder of AVCON, Inc. As a principal and senior project manager with AVCON, he is responsible for client management and technical design issues associated with all aspects of studies, designs and project management tasks for airport and aviation related projects; transportation and civil engineering design and planning support; construction applications and management services; and all supporting services areas for the entire array of AVCON’s service sectors. Mr. Kriss has been involved with hundreds of different clients in the U.S. and abroad over the past 44 years. His experience includes all facets of aviation, pavements, utilities, structural systems, construction, cost estimating and project management. As a former general contractor, he also brings an additional level of understanding with regard to construction operations and validation of construction means and methods. Airfield Electrical Designer Carl Johnson, E.C., A.C.E., will be responsible for electrical design including airfield lighting, signage and electrical vault modifications. Carl has almost 40 years of experience, with extensive knowledge of NFPA, NEC, FAA and military standards. He is lead instructor for the Florida Airports Council’s Basic Airfield Electrical Safety Workshop and is a Principal Member of the NFPA 780 Technical Committee for Lightning Protection and Underwriter Laboratories Standards Technical Panel 96. AVCON has designed and overseen installation of 6,433,000 LF of Airfield Lighting cable, 6,000 runway lights, 14,000 taxiway lights, 990 guard lights, 1,500 airfield guidance signs, 24 runway status lights, 60 wind cones and 27 electrical vaults. Tim Parker, Carl Johnson and Jim Kriss have a long track record working together on successful projects in similar roles. In 2007, they worked together on “Taxiway B Improvements and Related Work” to accommodate the Airbus A380 at Orlando International Airport. That project placed over 70,000 tons of asphalt and installed hundreds of airfield lights including taxiway edge lights, in-pavement centerline lights and runway guard lights. The Engineer’s estimate that was created by Mr. Parker and Mr. Johnson and was $2,800 above the lowest bid, of around 5 million dollars. E.F. Gaines Surveying Services, Inc. (EFGaines) is a licensed surveying and mapping firm located in Fort Myers, Florida. They have been providing design related surveying services to both public and private sector clients since 2002. Elizabeth F. Gaines, PSM, the owner and founder of the firm, has over 30 years of surveying experience and is well known in the southwest Florida design community. EFGaines specializes in providing surveying and mapping services to engineering and architectural firms as well as public agencies. They fill the key role of Project Surveyor in the multi-disciplined approach used with today’s professional design teams. It is their highest priority to provide their clients with an accurate and complete base map of existing conditions which will become the foundation of the Section #1: Ability of Professional Personnel | Page #12 Statement of Qualifications Design Services for IMM Runway Rehabilitation & Taxiway Extension Projects client’s design. EFGaines has provided surveying services for the following airport design projects: Punta Gorda Airport (eALP, Wetland Mitigation), Naples Airport (multiple projects including Runway 14-32 Drainage Improvements, Taxiway D Extension, Falcon Lane Improvements, Taxiway D Realignment, Runway 5/23 Drainage Improvements), Winter Haven Airport (Runway 11-29 Rehabilitation and Lighting Project), Arcadia Airport (Turf Runway 13-31 Drainage Improvements, T-Hangar Taxilane, Helicopter Hangar), LaBelle Airport (Rodeo Drive Improvements, Airport Property Map), Immokalee Airport (Taxiway B Rehabilitation), Fort Myers Page Field Airport (Perimeter Road Design, South Quadrant Hangars), and Southwest Florida International Airport (Parallel Runway Environmental, Wildlife Hazard Remediation, FPL Maintenance Limit Staking). Elizabeth Gaines, P.S.M., Surveyor, has more than 30 years of experience in boundary, hydrographic, topographic and construction surveys with the last 22 years being in direct management of business, personnel and projects. She has supervised multiple field crews and survey technicians, and she has performed boundary, topographic, route, mean high water and erosion control line surveys, prepared subdivision plats and condominium exhibits, coordinated construction layouts and performed G.I.S. support services. Founded in 1988, GFA International, Inc. (GFA) is a full-service Engineering and Geological consulting organization providing Geotechnical, Construction Materials Testing, Inspections, and Environmental Consulting services, across a broad spectrum of industries. GFA has offices strategically located to service clients throughout the State of Florida. For 30 years, GFA has successfully built their state-wide reputation for superior service, trustworthy business management, and strict attention to health, safety and innovative engineering. As a professional and innovative firm with traditional work ethics, GFA international has been quickly recognized by various clients for their effective performance, tireless workmanship and commitment to successful completion of given tasks. GFA has established a reputation as a trusted partner in delivering the right solutions through innovative approaches and quality services. GFA International, Inc. has been providing Construction Materials Testing and Geotechnical Engineering services throughout Florida on various projects since 1988. Some of these projects include Taxiway B Realignment, Taxiway A West, Taxiway A East, General Aviation Ramp, South Quadrant T-Hanger, Runway 5-23 Rehabilitation, and the Naples Airport Facilities Management Building. GFA has been working with Hole Montes on various projects, providing Construction Materials Testing and Geotechnical Engineering services, since 2014. A select few of these projects include the Page Field Runway Rehabilitation Project, Immokalee Airport Taxiway B Rehab Project, Palomino Lane Improvements, and West Terry Street Improvements. Paul J. D’huyvetter, P.E., Geotechnical Engineer, joined GFA in 2014 and is currently responsible for overseeing the Ft. Myers operations of GFA. He also assists with the oversight and engineering for airport and Army Corps projects throughout south Florida. Operations include geotechnical evaluations, construction materials testing, structural design, building inspection, threshold inspection, forensic and plan review services for residential, commercial, public and industrial projects. Mr. D’huyvetter’s experience at the Airport includes pavement evaluation for all runways, taxiways and aprons as part of an overall airport evaluation; geotechnical engineering services for the proposed runway extensions of both runways; on- going construction materials testing of various taxiway and runway improvements; and multiple private hangars, aprons and taxiway improvements in the south quad. Passarella & Associates, Inc. is a full-service ecological and environmental consulting firm, founded in 1996 to assist clients in achieving a sustainable balance between development and our environmental resources. They offer environmental expertise based on the application of science and sound ecological principles to oversee both small and large- scale projects from inception to completion. Clients depend on their experience and understanding of state and federal environmental permitting processes to navigate the levels of environmental regulations. Passarella & Associates has a team of dedicated environmental professionals capable of devoting the resources necessary to achieve the unique demands and time constraints of each job. Their firm has a dedicated in-house AutoCAD and GIS department that integrate GPS and GIS mapping technologies to produce accurate and reliable depictions for planning and permitting purposes. The environmental professionals at Passarella & Associates are skilled at recognizing the short-term and long-term effects to the physical and natural environment that result from project alignments and understand the cost implications of these decisions. Their staff is knowledgeable about regulation and policies that affect land use decisions and how to mitigate for unavoidable adverse environmental effects. Shane Johnson, Senior Ecologist, holds a Bachelor of Science in Zoology from Southern Illinois University, Carbondale (1999) where he also minored in Chemistry. Shane is a Florida Fish and Wildlife Conservation Commission Authorized Gopher Tortoise Agent. Shane has 18 years experience (total); of which 15 years are with Passarella & Associates. Locally, Shane has approximately 16 years experience (February 2003 to present) in Lee County; Lee, Collier, and Charlotte Counties; and within Southwest Florida (Lee, Collier, Charlotte, Hendry, and Glades Counties). His aviation experience includes projects at Southwest Florida International Airport, Lee County; Marco Island Executive Airport, Collier County; Immokalee Regional Airpark, Collier County; and Everglades Airpark, Collier County. SECTION 2 Certified Minority Business Enterprise SECTION 2 Statement of Qualifications Design Services for IMM Runway Rehabilitation & Taxiway Extension Projects Certified Minority Business Enterprise Section #2: Certified Minority Business Enterprise | Page #1 MBE Commitment Hole Montes is committed to providing minority business enterprises (MBE) the maximum opportunity to participate in the performance of work and assures Collier County that MBE and/or DBE/WBE firms will have maximum opportunities under this agreement. HM has a long and well-founded relationship with both local and state MBE firms and those nationwide that fully meet the 49 CFR Part 26 eligibility standards. The DBE goal established for this contract is 4.2% of total contract values. The HM Team is committed to assist the County in accomplishing its DBE goals for this contract. HM has developed a network of quality MBE, DBE and WBE firms of various disciplines that can provide positive input into your projects. Hole Montes has previously worked with E. F. Gaines Surveying Services and AVCON, Inc. on various airport and other projects in Southwest Florida. EFGaines is pre- qualified with the Florida Department of Transportation for Work Areas 8.1 Control Surveying, 8.2 Design, Right-of-way & Construction Surveying and 8.3 Right-of-way Mapping. EFGaines currently holds certifications with the following agencies: Florida Department of Transportation; State of Florida, Florida Department of Management Services, Office of Supplier Diversity; and South Florida Water Management District. For this contract, Hole Montes has teamed with the following MBE, DBE and WBE firms: Firm Role Certification AVCON, INC.Pavement Evaluation, Pavement Design, Airfield Electrical Design, QA/QC MBE E.F. Gaines Surveying Services, Inc.Surveying DBE, WBE Hole Montes’ recent DBE opportunity history for design and construction services includes two Runway Rehabilitation projects completed at Page Field for the Lee County Port Authority. The DBE participation efforts consisted of the following: Project % of Contract Rehabilitation of Runway 5-23 and Associated Taxiways, FMY 27% Rehabilitation of Runway 13-31 and Associated Taxiways, FMY 24% SECTION 3SECTION 3 Past Performance Statement of Qualifications Design Services for IMM Runway Rehabilitation & Taxiway Extension Projects Past Performance Section #3: Past Performance | Page #1 Hole Montes was the prime consultant responsible for engineering services for the design and construction for the Rehabilitation of Runway 9-27 at the Immokalee Regional Airport. The primary focus of the project was to relocate the runway 450 feet to the east which required extension of the runway and parallel taxiway and rehabilitate the remaining pavement for the runway and a portion of the taxiway. The rehabilitation of these runways included the removal of the concrete hardstands at both ends of Runway 9-27 and at the intersection with closed Runway 4-22. The existing 70 year old pavement and base sections would be replaced with new limerock base and bituminous course. A significant portion of the project was to regrade the area between the runway and taxiway to conform to FAA safety area standards, remove all ditches and facilitate ease of maintenance. The program also included replacement of the antiquated runway edge/threshold lighting and signage system and adding REILs and PAPIs for both approaches to Runway 9-27. New edge lighting and signage was added to Taxiway B. The airfield electrical vault would be replaced and a backup generator installed. The regrading of the turf areas within the runway object free area (OFA) was also included to remove drainage ditches and ponding that interfered with the maintenance of the airfield and create a wildlife attractant. The project also included wildlife hazard management which included the placement of over 7,000 L.F. of wildlife deterrent chain link fence to restrict wildlife access to the airfield. Passarella & Associates, addressed the concern with threatened gopher tortoise. All tortoise within the project limit were relocated outside of the aircraft operating area to an isolated wildlife management preserve. GFA provided the geotechnical exploration and testing, as well as ground penetrating radar to identify possible subsurface cavities under the proposed runway and taxiway pavement. CLIENT: Collier County Justin Lobb 2005 Mainsail Drive, Suite 1 Naples, FL 34114 239.642.7878 justinlobb@colliergov.net TIMELINE: Completion Date: 2014 TEAM: Hole Montes (Airfield Pavement/Civil Design) Passarella & Associates (Environmental) GFA (Geotechnical Evaluations) REHABILITATION OF RUNWAY 9-27 Immokalee Regional Airport Immokalee, FL Section #3: Past Performance | Page #2 Statement of Qualifications Design Services for IMM Runway Rehabilitation & Taxiway Extension Projects The focus of this project was to rehabilitate a 2600-foot segment of Taxiway B at the Immokalee Regional Airport (IMM) which was not rehabilitated as part of a prior project. The rehabilitation consisted of full depth pavement removal, followed by 12” of subgrade stabilization, 6” limerock base and a 4” asphalt surface placed in two 2” lifts. No drainage or airport lighting improvements were made as part of this project. Hole Montes designed, bid and provided construction services for the Taxiway B Rehabilitation at Immokalee Regional Airport while working concurrently on the both runway rehabilitation projects at Page Field. This project was completed ahead of schedule and under budget, $77,101.88, or 7.9%, under bid. The only change order written was the final rectifying change order which was a net deduct. Substantial completion was achieved over a month ahead of schedule despite the work being done over the holiday period between November 8th and January 24, 2018. CLIENT: Collier County Justin Lobb 2005 Mainsail Drive, Suite 1 Naples, FL 34114 239.642.7878 justinlobb@colliergov.net TIMELINE: Completion Date: 2018 TEAM: Hole Montes (Airfield Pavement/Civil Design) REHABILITATION OF TAXIWAY B Immokalee Regional Airport Immokalee, FL Section #3: Past Performance | Page #3 Statement of Qualifications Design Services for IMM Runway Rehabilitation & Taxiway Extension Projects Hole Montes was prime consultant to provide professional design and construction administration services for the Lee County Port Authority’s (LCPA) Page Field Runway and Taxiway Rehabilitation project. This project included extensive drainage improvements in addition to the mill and overlay of Runway 5-23 and rehabilitation of Taxiways A, A1, A2, A3, A6, B, C and E. Over 48,000 tons of asphalt were placed. The realignment of Taxiway A and C required extensive re-design of the drainage system. This included 45 acres of infield grading in order to direct the flow to the thirty newly installed inlets. As part of this project, 9,960 feet of new pipe was installed to enhance airfield drainage. Hole Montes provided a 3D CAD surface to ensure adequate drainage flow which allowed the design grades to be met within a half inch tolerance via machine controlled equipment. Use of machine control directly correlated into significant cost savings and expedited all grading and paving operations. Throughout this project, Hole Montes directly worked with Page Field operations staff and LCPA employees to determine all vital design elements. Widespread analysis of the site was also conducted to formulate the best and most cost effective approach to the rehabilitation project. Using the information gathered, Hole Montes determined and developed the requirements for the construction phasing, demolition requirements, pavement thickness, and drainage design in accordance with FAA standards. The HM Team provided a comprehensive security and phasing plan and worked closely with airport staff throughout each phase of the project in order to minimize the impact on aircraft operations. GFA provided geotechnical exploration and testing, as well as use of ground penetrating radar to determine the extent of rock removal required. Project Awards • American Association of Airport Executives - Southeast Chapter (AAAE-SEC) 2018 General Aviation Project of the Year. • Illuminating Engineer Society of North America, Aviation Lighting Committee • National Asphalt Pavement Association – Quality in Construction Award CLIENT: Lee County Port Authority Hector Yanez, P.E. 11000 Terminal Access Road, Suite 8671 Fort Myers, FL 33913 239.590.4605 hyanez@flylcpa.com TIMELINE: Completion Date: 2017 TEAM: Hole Montes (Airfield Pavement/Civil Design) AVCON (Airfield Electrical Design) GFA (Geotechnical Evaluations) REHABILITATION OF RUNWAY 5-23 & ASSOCIATED TAXIWAYS Page Field Airport Fort Myers, FL Section #3: Past Performance | Page #4 Statement of Qualifications Design Services for IMM Runway Rehabilitation & Taxiway Extension Projects Hole Montes provided professional design services for Lee County Port Authority’s Page Field Runway 13-31 and Taxiway Rehabilitation project. Major work for this project included the mill and overlay of Runway 31-31, rehabilitation of Taxiways B2, B3, D3, A, A3 and an extension of Taxiway E. A total of 13,800 tons of asphalt were placed during the development of this project, in addition to various drainage improvements. The drainage along Runway 13-31 was vastly improved during this project. Previous analysis and pre-construction visits to the site showed that water routinely collected on the northern side of 13-31 and did not adequately drain which resulted in the area frequently not being mowed during the wetter months due to the wet conditions. These drainage deficiencies were fixed by installing 1,344 feet of new pipe and 5 new inlets. The 3D CAD surface allowed contractors to meet design grades within a half inch tolerance via machine control equipment and without the use of grade stakes. This process greatly expedited all grading operations which directly correlated into significant cost savings. Hole Montes directly worked with Page Field operations staff and LCPA employees to determine all key design elements. Widespread analysis of the site was also conducted to formulate the best and most cost effective approach to the rehabilitation project. Using the information gathered, Hole Montes established the requirements for the construction phasing, demolition requirements, pavement thickness, and drainage design in accordance with FAA standards. The HM Team provided a comprehensive security and phasing plan and coordinated with airport staff throughout each phase of the project in order to minimize the impact on aircraft operations. Project Awards • National Asphalt Pavement Association – Quality in Construction Award CLIENT: Lee County Port Authority Hector Yanez, P.E. 11000 Terminal Access Road, Suite 8671 Fort Myers, FL 33913 239.590.4605 hyanez@flylcpa.com TIMELINE: Completion Date: 2018 TEAM: Hole Montes (Airfield Pavement/Civil Design) AVCON (Airfield Electrical Design) GFA (Geotechnical Evaluations) REHABILITATION OF RUNWAY 13-31 & ASSOCIATED TAXIWAYS Paige Field Airport Fort Myers, FL This $4M project included the rehabilitation of Runway 14-32 at the Valkaria Airport. Runway 14-32 is the primary runway servicing the airport. The objectives of the project were to extend the useful life of the existing pavements, to update the pavement geometry and to enhance the safety of air operations at the airport. Runway 14-32 is 75 feet wide and 4,000 feet long. The geometry of the runway and the taxiway connectors were non-standard and not in accordance with the FAA AC 150/5300-13A, Airport Design. The runway and the intersection taxiways were redesigned in accordance with the latest Advisory Circular. The paved shoulders were approximately 55 feet wide. There are five connecting taxiways and one crossing Runway (Runway 10-28). The project comprised the rehabilitation of the pavement for the length of the runway, including the connector taxiways to the limits of the Runway Object Free Area or to the limits required for grading. The project also consisted of the removal of the 55- foot shoulders and the rehabilitation of a 10-foot wide shoulder on each side of the runway. Another component of the project involved installing a complete FAA Medium Intensity Runway Lighting (MIRL) system using LED technology for Runway 14-32. In addition, a new electrical vault with new electrical service connection was constructed. Existing runway threshold lights on Runway 10-28 were located and connected to the new electrical vault. The lighting, marking and signage was also replaced/upgraded for the future non-precision approach. CLIENT: Brevard County Steve Borowski 2725 Judge Fran Jamieson Way Building A, 2nd Floor Viera, FL 32940 321.633.2098 valkaria.airport@brevardcounty.us TIMELINE: Completion Date: 2018 TEAM: AVCON (Airfield Electrical Design) RUNWAY 14-32 REHABILITATION Valkaria Airport Malabar, FL Section #3: Past Performance | Page #5 Statement of Qualifications Design Services for IMM Runway Rehabilitation & Taxiway Extension Projects In 2014, AVCON was engaged as a Subconsultant to support the $26M Airfield Rehabilitation Program. The program involved rehabilitation/replacement of pavement sections, airfield lighting systems and drainage systems. AVCON was responsible for design of the electrical systems and the new airfield lighting vault for Runway 5-23 and Runway 13-31. The 5 kV airfield lighting series circuits were routed to the airfield in conduits using junction can plazas in lieu of manholes. Eliminating manholes eliminates the hazards of confined spaces. All lighting systems exclusively utilized LED light sources, including the taxiway edge lights, runway edge lights, signs, REILs, PAPIs and the wind cones. Prior to this project, most of the airfield lighting systems consisted of stake mounted fixtures and direct buried cables. Each of the new airfield lighting circuits is now powered by a L-829 Constant Current Regulator (CCR). Each runway circuit is split into two circuits at the runway/runway intersection. Each half circuit is then routed to the vault and series connected in the wire way behind the CCR. This circuiting method allows maintenance to determine which half of a runway circuit has a problem before leaving the vault. The new airfield vault was designed to accommodate the phasing of the two programs, (separated by a year) which resulted in a seamless transfer from the existing vault to the new systems. An electrical system Short Circuit/Coordination/Overburden/Arc- Flash study was incorporated into the vault work. The vault has a UL Master Label lighting protection system, which includes surge protection on all voltage distribution circuits and on the current driven airfield lighting series circuits. The new airfield lighting vault provided code compliant working space and provides for future growth at the airport. CLIENT: Lee County Port Authority Hector Yanez, P.E. 11000 Terminal Access Road, Suite 8671 Fort Myers, FL 33913 239.590.4605 hyanez@flylcpa.com TIMELINE: Completion Date: 2018 TEAM: AVCON (Airfield Electrical Design) AIRFIELD ELECTRICAL REHABILITATION PROGRAM Page Field Airport Fort Myers, FL Section #3: Past Performance | Page #6 Statement of Qualifications Design Services for IMM Runway Rehabilitation & Taxiway Extension Projects This $4.7M project consisted of rehabilitating the pavement to restore Runway 4-22, the Airport’s Primary runway, to a fully functional pavement capable of supporting future ADG-II aircraft up to dual wheel 60,000 pounds MGW for the next 20 years. The work included the evaluation of the drainage, lighting, and marking. The existing runway pavement structure was made up of two sections: bituminous pavement over limerock base for a majority of the runway and a concrete pavement section within the Runway 22 threshold, which were rated Poor and Very Poor PCI, respectively, during the prior FDOT Pavement Evaluation. The rehabilitation included the demolishing and mixing of existing materials in place to create a recycled, stabilized base course; milling of existing taxiway pavement at the connectors to the runway; and placing 4-in of superior, polymer-modified, P-401SP (SuperPave) asphalt over the entire runway, which required a request for a Modification of Standards from the FAA at the time the project was designed and constructed. The existing concrete pavement located within the northern 400 feet of Runway 4-22 was demolished and reconstructed with an aggregate base and a bituminous surface course section. The electrical components of the project included new LED runway and taxiway edge lights, LED threshold lights, LED PAPI’s, LED signage, and a new secondary LED wind cone. A new regulator was installed to support the runway’s new electrical system, and all new cable and conduit were placed. All new markings placed complied with FAA AC 150-5340, Change 1. Also included in the civil work was the construction of a new taxiway connector and hold apron between the Runway 22 threshold and the Runway 18 threshold to deconflict the runway ends per the FAA Design Standard. This work required an FAA Airport Airspace Analysis Survey for all surfaces defined in FAA Advisory Circular 150/5300 - 18B: Section 2.7.1.1 Runways with vertical guidance to be completed in compliance with AGIS policies and included an airport airspace analysis for vertically- guided operations for both runways. CLIENT: City of Zephyrhills Nathan Coleman 39450 South Avenue - Box 2 Zephyrhills, FL 33540 813.780.0030 ncoleman@ci.zephyrhills.fl.us TIMELINE: Completion Date: 2014 TEAM: AVCON (Airfield Electrical Design) RUNWAY 4-22 REHABILITATION Zephyrhills Airport Zephyrhills, FL Section #3: Past Performance | Page #7 Statement of Qualifications Design Services for IMM Runway Rehabilitation & Taxiway Extension Projects AVCON was enlisted by the Melbourne airport Authority to undertake the design for Rehabilitation of Runway 9R-27L. Work included all technical design of the airfield to analyze and correct runway profiles and cross sections, reconstruct HMA blast pads, remove excess pavements within the runway safety area, replace all airfield lighting and airfield markings. The project design was based on FAA Design Criteria and technical specifications. Based on our depth of experience in major, short-cycle asphalt paving for other single runway airports, AVCON was enlisted to provide detailed engineering and specification preparation and coordination with MLB to achieve maximum compliance with FAA standards, and coordinate the final plan review and approval process. Of primary focus for the project was the overriding effort to minimize the closure interval for the runway, the primary air carrier runway and sole large aircraft runway necessary to support heavy MRO activities at the airport. Additionally, the airport has extensive flight school activities. Removal of the runway from service and interference with the cross-wind runway and ground traffic movement were also major concerns addressed throughout both the design and construction phases of the work. Design included extensive geotechnical verification of the pavement depth, confirmation of base can installations for in-pavement lighting, detailed survey profile analysis to remediate non-conforming longitudinal gradients; correction of transverse gradient of the runway to eliminate numerous irregularities in the rideability of the pavement. The shoulders were also re-graded and paved to provide drainage enhancement and meet drop-off criteria at the edges of pavement. All runway design and safety area criteria along the width of the runway were addressed, including minor ditch realignment and FAA PAPI control box relocation. The blast pads were rehabilitated to meet longitudinal gradient and transverse cross slopes per the FAA standards. The project also included replacement of the entire HIRL and in-pavement lighting system, including application of displaced threshold standards. The lighting included all new fixtures, cabling, and transformers on existing base cans. All new signs were provided for the runway environment as well as new airfield markings according to the latest FAA requirements. CLIENT: City of Melbourne Dave Perley, AIC, CPE 900 E. Strawbridge Avenue Melbourne, FL 32901 321.608.7000 dperley@mlbair.com TIMELINE: Completion Date: 2019 TEAM: AVCON (Airfield Electrical Design) RUNWAY 9R-27L REHABILITATION Melbourne International Airport Melbourne, FL Section #3: Past Performance | Page #8 Statement of Qualifications Design Services for IMM Runway Rehabilitation & Taxiway Extension Projects The project had one main component which was to rehabilitate the existing Runway 18-36. Also included in the project was standard Blast Pads design provisions on both ends, Medium Intensity Runway Light (MIRL) rehabilitation, REIL units, Airfield Lighting Vault study and necessary modifications, Navigational Aids (PAPI-4) analysis and design to consider LED technology, temporary and permanent Runway Marking design, stormwater and environmental review design, and obstruction clearing in both approaches per the latest AMPU. Treatment and attenuation of stormwater run off from the project site was provided in a wet-detention pond located on the west side of the access road. Electrical work included rehabilitating the Runway MIRL system and installation of Precision Approach Path Indicator (PAPI) 4s System for Runway 18-36. The markings consisted of a new runway centerline stripe from each runway designation marking, new threshold marking stripes, new runway designation marking numerals, new aiming point markings, new runway edge striping, new blast pad chevron markings, new threshold bars, and new taxiway edge and centerline stripes until the new hold bar marking at each taxiway end and taxiway connector, which meet the FAA criteria specified in the Advisory Circular AC150/5340-1L, Standards for Airport Markings latest edition. Environmental site review indicated wetlands in areas of tree clearing for the PAPI OCS and Line of Sight. Prior to construction, a SWFWMD permit was obtained for individual tree clearing and protected species review and relocation. The project was completed in four phases. The first phase consisted of 60 days in duration and included all work inside the runway safety area, so the runway was closed for rehabilitation work. The second phase comprised 15 days in duration and consisted of work on the taxiway connectors A1 and A2, closing them down with the opening of newly rehabbed Runway 18-36. The third phase was also 15 days in duration and consisted of work on the taxiway connectors A3 and A4, closing them down with Runway 18-36 open. Phase 4 will consisted of all other work. CLIENT: City of Wauchula Olivia Minshew 126 South 7th Avenue Wauchula, FL 33873 863.773.9193 ominshew@cityofwauchula.com TIMELINE: Completion Date: 2019 TEAM: AVCON (Airfield Electrical Design) REHABILITATION, MARKING AND LIGHTING OF RUNWAY 18-36 Wauchula Municipal Airport Wauchula, FL Section #3: Past Performance | Page #9 Statement of Qualifications Design Services for IMM Runway Rehabilitation & Taxiway Extension Projects The scope of this $4M consisted of survey and testing required for analysis of existing conditions, including airfield electrical; formulation of design alternatives with corresponding estimates; preparation of a comprehensive set of engineering design plans, contract documents, technical specifications, engineer’s report and estimate, and construction management plan; preparation of an application for FAA design grant prior to beginning the design including any backup documentation; generation of safety plans and notes, as well as filing of the 7460 site study on-line for the project for FAA approval; and design of a full length taxiway Golf parallel to existing Runway 17-35, run-up areas at each taxiway end, full taxiway marking per the runway classification to FAA specifications, new base-mounted LED taxiway lights per FAA standards and criteria, new home-run airfield lighting circuits back to a new electrical vault building, and new Runway End Identifier Light units on Runway 17 and 35 ends. AVCON completed an Electrical Vault Study and Report which included make and inventory of the existing electrical vault, load measurements of equipment and airfield lighting regulators and results. The new electrical vault included a 13’x30’ pre-cast concrete wall building, site constructed, with new Airport Lighting Control System (ALCS), regulators, conductors, main and auxiliary panels, main disconnects, and HVAC System. A new diesel-powered backup generator with support pad and appurtenances was also constructed. Additional services included coordination with St. Johns River Florida Water Management District (SJRWMD); generation of project sketches, descriptions, property maps, USGS quad maps, aerials, quit-claim deed, and other supporting documentation and calculations, AdICPR routing simulations, and quality calculations; and formulation of application documentation. CLIENT: City of Ormond Beach Steven Lichliter P.O. Box 277 Ormond Beach, FL 32175 386.615.7019 lichliter@ormondbeach.org TIMELINE: Completion Date: 2019 TEAM: AVCON (Airfield Electrical Design) TAXIWAY G AND NEW ELECTRICAL VAULT Ormond Beach Municipal Airport Ormond Beach, FL Section #3: Past Performance | Page #10 Statement of Qualifications Design Services for IMM Runway Rehabilitation & Taxiway Extension Projects New Vault Reference Questionnaire Solicitation: 19-7558 Reference Questionnaire for: AVCON, INC. (Name of Company Requesting Reference Information) James (Jim) A. Kriss, P.E. / Russell (Russ) D. Holliday, P.E. (Name of Individuals Requesting Reference Information) Name: Olivia Minshew (Evaluator completing reference questionnaire) Company: City of Wauchula (Evaluator’s Company completing reference) Email: ominshew@cityofwauchula.com FAX: 863.773.0773 Telephone: 863.773.9193 Collier County has implemented a process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey. Please rate each criteria to the best of your knowledge on a scale of 1 to 10, with 10 representing that you were very satisifed (and would hire the firm/individual again) and 1 representing that you were very unsatisfied (and would never hire the firm/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: Rehabilitate, Mark & Lighting Runway 18-36, CHN Completion Date: 02/15/2019 Project Budget: $2,242,964.07_ Project Number of Days: 190 days (Construction) Item Citeria Score 1 Ability to manage the project costs (minimize change orders to scope). 10 2 Ability to maintain project schedule (complete on-time or early). 10 3 Quality of work. 10 4 Quality of consultative advice provided on the project. 10 5 Professionalism and ability to manage personnel. 10 6 Project administration (completed documents, final invoice, final product turnover; invoices; manuals or going forward documentation, etc.) 10 7 Ability to verbally communicate and document information clearly and succinctly. 10 8 Abiltity to manage risks and unexpected project circumstances. 10 9 Ability to follow contract documents, policies, procedures, rules, regulations, etc. 10 10 Overall comfort level with hiring the company in the future (customer satisfaction). 10 TOTAL SCORE OF ALL ITEMS 100 Reference Questionnaire Solicitation: 19-7558 Reference Questionnaire for: AVCON, INC. (Name of Company Requesting Reference Information) James (Jim) A. Kriss, P.E. / Robert (Rob) K. Hambrecht, P.E. (Name of Individuals Requesting Reference Information) Name: Dave Perley, AIC/CPE (Evaluator completing reference questionnaire) Company: Melbourne Airport Authority (Evaluator’s Company completing reference) Email: dperley@mlbair.com FAX: Telephone: 321.723.6227 x242 Collier County has implemented a process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey. Please rate each criteria to the best of your knowledge on a scale of 1 to 10, with 10 representing that you were very satisifed (and would hire the firm/individual again) and 1 representing that you were very unsatisfied (and would never hire the firm/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: Rehabilitate Runway 9R-27L, MLB Completion Date: 10/24/2018 Project Budget: $18,884,729.00_ Project Number of Days: 264 days (Construction) Item Citeria Score 1 Ability to manage the project costs (minimize change orders to scope). 10 2 Ability to maintain project schedule (complete on-time or early). 10 3 Quality of work. 10 4 Quality of consultative advice provided on the project. 10 5 Professionalism and ability to manage personnel. 10 6 Project administration (completed documents, final invoice, final product turnover; invoices; manuals or going forward documentation, etc.) 9.5 7 Ability to verbally communicate and document information clearly and succinctly. 10 8 Abiltity to manage risks and unexpected project circumstances. 10 9 Ability to follow contract documents, policies, procedures, rules, regulations, etc. 10 10 Overall comfort level with hiring the company in the future (customer satisfaction). 10 TOTAL SCORE OF ALL ITEMS 99.5 Reference Questionnaire Solicitation: 19-7558 Reference Questionnaire for: AVCON, INC. (Name of Company Requesting Reference Information) James (Jim) A. Kriss, P.E. / Robert (Rob) K. Hambrecht, P.E. (Name of Individuals Requesting Reference Information) Name: Steve Borowski (Evaluator completing reference questionnaire) Company: Brevard County (Evaluator’s Company completing reference) Email: steve.borowski@brevardcounty.us FAX: 321.952.4592 Telephone: 321.952.4590 Collier County has implemented a process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey. Please rate each criteria to the best of your knowledge on a scale of 1 to 10, with 10 representing that you were very satisifed (and would hire the firm/individual again) and 1 representing that you were very unsatisfied (and would never hire the firm/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: Runway 14-32 Rehabilitation, X59 Completion Date: 10/16/2018 Project Budget: $3,596,278.24_ Project Number of Days: 135 days (Construction) Item Citeria Score 1 Ability to manage the project costs (minimize change orders to scope). 10 2 Ability to maintain project schedule (complete on-time or early). 10 3 Quality of work. 10 4 Quality of consultative advice provided on the project. 10 5 Professionalism and ability to manage personnel. 9 6 Project administration (completed documents, final invoice, final product turnover; invoices; manuals or going forward documentation, etc.) 10 7 Ability to verbally communicate and document information clearly and succinctly. 10 8 Abiltity to manage risks and unexpected project circumstances. 10 9 Ability to follow contract documents, policies, procedures, rules, regulations, etc. 10 10 Overall comfort level with hiring the company in the future (customer satisfaction). 10 TOTAL SCORE OF ALL ITEMS 99 Reference Questionnaire Solicitation: 19-7558 Reference Questionnaire for: AVCON, INC. (Name of Company Requesting Reference Information) James (Jim) A. Kriss, P.E. / Hilary Maull, P.E. (Name of Individuals Requesting Reference Information) Name: Nathan Coleman (Evaluator completing reference questionnaire) Company: City of Zephyrhills (Evaluator’s Company completing reference) Email: ncoleman@ci.zephyrhills.fl.us FAX: 813.780.0032 Telephone: 813.780.0030 Collier County has implemented a process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey. Please rate each criteria to the best of your knowledge on a scale of 1 to 10, with 10 representing that you were very satisifed (and would hire the firm/individual again) and 1 representing that you were very unsatisfied (and would never hire the firm/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: Rehabilitation of Runway 4-22, ZPH Completion Date: 08/19/2014 Project Budget: $4,530,095.15 Project Number of Days: 213 days (Construction) Item Citeria Score 1 Ability to manage the project costs (minimize change orders to scope). 10 2 Ability to maintain project schedule (complete on-time or early). 10 3 Quality of work. 9 4 Quality of consultative advice provided on the project. 10 5 Professionalism and ability to manage personnel. 10 6 Project administration (completed documents, final invoice, final product turnover; invoices; manuals or going forward documentation, etc.) 9 7 Ability to verbally communicate and document information clearly and succinctly. 10 8 Abiltity to manage risks and unexpected project circumstances. 10 9 Ability to follow contract documents, policies, procedures, rules, regulations, etc. 10 10 Overall comfort level with hiring the company in the future (customer satisfaction). 10 TOTAL SCORE OF ALL ITEMS 98 SECTION 4SECTION 4 Project Approach, Willingness to Meet Time and Budget Requirements Statement of Qualifications Design Services for IMM Runway Rehabilitation & Taxiway Extension Projects Project Approach, Willingness to Meet Time and Budget Requirements Section #4: Project Approach, Willingness to Meet Time and Budget Requirements | Page #1 Project Approach The HM Team will build on its knowledge and experience obtained during the Runway 9-27 and Taxiway B reconstruction projects at Immokalee Regional Airport and the recently completed Page Field Runway projects. HM will kick off the project by meeting with the Airport Authority staff to clarify design goals, limits of work, phasing and bidding. Since the Airport Authority, FAA or FDOT cannot predict with certainty when each project will be funded, the design phase needs to plan for contingencies which allow for bidding portions separately and possibly doing one portion before the other, both projects concurrently or overlapping the projects. Ideally both projects would be bid at the same time. If the same contractors are utilized on both projects and the projects overlap or are sequential, substantial saving can be realized in the overall project cost. In the Page Field projects, the Runway 5-23 rehabilitation and the Runway 13-31 rehabilitation overlapped by a couple of months. Some, but not all, of the subcontractors were the same. The earthwork and paving contractors were the same, the electrical contractors were different. These IMM projects are very similar to the Page Field projects as far as funding is concerned. The FMY Runway 5-23 project was primarily funded by FAA and the FMY Runway 13-13 project was primarily funded by the FDOT. Coordination was a key factor in successfully completing the projects. The design process needs to permit clear tracking of what items are FAA funded items and which items are FDOT funded. The overall cost of the project can also be impacted by the order that the projects are constructed. If the Taxiway C extension occurs before the runway construction the earth work cost will increase because more materials will need to be imported to the site. If the runway project starts first, then materials removed during pavement removal on Runway 18-36 can be used for subgrade and stabilized subgrade for Taxiway C extension thus saving cost. Completing the Taxiway C extension first would provide an unhindered taxi route to Runway 9-27 for aircraft. This would permit staging and construction activity to be completed with minimal to no impact to air operation on Runway 9-27 while Runway 18-36 is undergoing rehabilitation. Review of Existing Conditions Obtaining the required site evaluation data early in the project is key to meeting the final project deadlines. Survey and geotechnical investigations have a big influence on the design phase of the project and will be some of the first tasks to be completed after NTP. Tim Parker, the proposed Project Manager, has a “Hands-On” management style and is often on-site during the geotechnical and survey work. He was highly involved with most of the survey and geotechnical work at Page Field. This was in part due to the strict requirements for personnel inside the Airport Operations Area (AOA). He was one of very few individuals approved to be an official escort for contractors during the Page Field projects. Being on-site during these early stages of the project was very beneficial to the overall success of the project and helped expedite the design process. He observed firsthand the existing conditions and was able to adjust testing locations and survey requirements in real time, as necessary. Observing the activity in real time provides advance knowledge, prior to the final reports and receipt of the final reduced survey data, of the conditions on site. This information can then be incorporated in the design phase sooner than would otherwise be possible. Preliminary Design Approach The approach would be for full depth reconstruction of Runway 18-36. Runway 18-36 was constructed during WWII to serve as a training base for B-17 and B-24 aircraft and has not been rehabilitated since that time. It is listed in very poor condition and shows extensive cracking with vegetative growth coming through many pavement areas. To bring the cross slopes and centerline profile up to the current FAA standards adjustments to the centerline profile and cross slope may be required. The existing base material under Runway 18-36 does not meet the FAA Limerock specification for base material. Similar to what was done for the Runway 9-27 reconstruction, this material can be re-used for subgrade stabilization. A new base course and surface course would be placed, which would raise the centerline profile slightly. This would allow the centerline profile and slopes to be corrected and would also improve the tie-in to the existing taxiway segments, improving the overall drainage of the pavement. In anticipation of this project, the PM reviewed potential best methods to efficiently and cost effectively complete this project. The quickest and most cost-effective reconstruction of the runway will be to mill the existing asphalt surface down to the existing base and either retain the millings on site or haul it off site for recycling on other projects. Remove the PCC sections and haul this material offsite for potential reuse. Remove base material as required from outside the 100-footwide runway area and stockpile this material for potential use on Taxiway C extension or the Everglades Airpark Runway rehabilitation. Grade the subgrade including the existing base to 8 to 10 inches below the finished pavement surface elevation. Mix the material to a depth of 12-14 inches to create a stabilized subgrade with and minimum LBR 40. The proposed pavement section for both the runway and the taxiway would be a 12” stabilized subgrade, LBR 40 minimum, 6” limerock base and 4” P-401 asphalt surface course. During the Page Field project, HM worked closely with the grading and paving contractors to develop CAD design files that could be used by a wide range of electronically controlled equipment including graders, dozers, trimmers, milling machines and pavers. Special consideration needs to be given when providing the Contractor electronic design files. The typical CAD design files require substantial adjustment by the contractor/user. When a high level of machine control can be used, it results in substantial saving of both time and material which directly equates to dollar savings. One such piece of equipment was the trimmer. The trimmer consistently cut the top of the proposed subgrade and base to within a ¼” of the design grade. Our CAD design files were also used to place the asphalt surface. Due to the ability to maintain a close tolerance on the top of the base, coupled with placement of asphalt using machine control, the volume of asphalt used was minimized. Use of a high level of machine control also reduced the survey time by elimination of the requirement to place numerous grade stakes. The quality that can be achieved by using the above methods is exemplified by the fact that the paving contractor was awarded the National Asphalt Pavement Association – Quality in Construction Award for both the Runway Projects at Page Field. The smoothness of the paving lanes was typically less than 1” per mile when measured during the profilograph tests. The cost saving was more than $1.5 million dollars, much of which was used by the owner to do additional work approved by the FAA and FDOT. Both projects were finished on time and under budget. Creating a quality set of plans and specifications does not necessarily mean that the project will be carried out as planned. The project is typical awarded to the lowest bidder which may or may not be the most qualified. The best chance of achieving a quality project on time and within budget is to maintain a high level of communication throughout the project with the contractor, the owner and the airport users. When questions or unexpected issues arise, they must be dealt with immediately and not allowed to impact the project. Permitting Knowledge of Standards and Procedures As a long-standing consultant in Southwest Florida, Hole Montes has an in-depth knowledge of the requirements necessary to meet all local codes, regulations and permits. Hole Montes staff is very knowledgeable of the standards and procedures associated with airport projects including, but not limited to: • FAA Airport Advisory Circulars • FAA Orders and Engineering briefs including Airport Improvement Program (AIP) Handbook • FDOT Design Standards • Florida Statewide Airport Stormwater Best Management Practices • FAA / FDOT Grant Procedures • Florida Procurement Regulations • FAA Airport Safety and Security Standards • IMM Safety and Security Procedures including operation of vehicles on airport property • FDEP Mangrove Alterations In addition to Hole Montes’ extensive airport experience, Hole Montes has been involved in permitting and designing major land development projects in Southwest Florida over the past 50 years. The combined experience of the staff and subconsultants provides a plethora of knowledge related to standards and procedures specific to the southwest Florida area. This “area” specific knowledge is beneficial during the planning and permitting phases of a particular project. In many cases, the various regulations are not always reviewed and applied consistently across the State, County, District or Community lines. Section #4: Project Approach, Willingness to Meet Time and Budget Requirements | Page #2 Statement of Qualifications Design Services for IMM Runway Rehabilitation & Taxiway Extension Projects Proposed Pavement Section Due to the Hole Montes team’s extensive local experience and detailed knowledge of the regulations and procedures, it very likely that our staff have worked with the individual regulators and/or reviewers on previous projects which provides a good understanding of how various standards will be applied to the project. Dealing with stormwater concerns on airports is different than how stormwater is handled in other types of development. This handling often conflicts longstanding norms used by FDEP, Water Management Districts and the USACOE. On airports, water features tend to attract wildlife and are typically hazards to safe flight operations. Florida has acknowledged these differences and the need for special handling and developed the “Florida Airports Stormwater Best Management Practices Manual”. Project Manager, Tim Parker, is very familiar with the intent, implementation and design consideration associated with the State of Florida approved guidance documents. Knowledge of FAA and FDOT Regulations and Regulations Tim’s knowledge of FAA and FDOT regulations is extensive. His knowledge extends beyond the normal engineering items related to airport design. Due to his diverse background, he is familiar with a broad spectrum of regulations and requirements which include Federal Aviation Regulations, FAA Advisory Circulars, TERPS, FAA Orders and requirements related to planning, environmental considerations, flight operations and airspace requirements. The Hole Montes team’s knowledge was recently demonstrated during planning, design and funding stages for the Page Field Runway and Taxiway Rehabilitation projects. Considerations/Challenges • Wildlife Considerations: Gopher Tortoises were encountered in the prior Runway 9-27 rehabilitation project at IMM and are anticipated in this project. They will be handled in a similar manner as was done during the Runway 9-27 Runway rehabilitation project. IMM also has a Scrub Jay population which will need to be considered during the permitting stages. • Agriculture aircraft are based at IMM and their operations will need to be considered in the planning and phasing process. The agricultural aircraft normally prefer to use Runway 18-36 during their operations even when the wind does not favor that runway. IMM also has a high volume of student traffic which favors using Runway 9-27 • At certain times of the year, IMM has very low visibility (due to fog) during the morning hours up to about 10:00 am. This will be addressed in the Construction Safety and Phasing Plan (CSPP). NOTAMS related to construction activity will be closely coordinated with IMM airport staff. • LED lights on existing Taxiway C: Some of the existing taxiway edge lights on Taxiway C are incandescent. The FAA requires the LED and incandescent lights not be mixed on a continuous straight segment of taxiway or runway. The project will need to consider the replacement of all taxiway edge lights on Taxiway C with new LED light fixtures. The new FAA taxiway fillet geometry will need to be included on existing taxiway connectors. Changing this geometry requires changing light fixtures, spacing and locations. • Sequencing of Construction Options: - Constructing Taxiway C Extension first – minimizes operational impacts during construction. Runway 18-36 would be available for aircraft taxiing to and from Runway 9-27. Once the Taxiway C Extension is completed, and work shifted over to Runway 18-36, aircraft could then use the new Taxiway C extension to access Runway 9-27. - Constructing Runway 18-36 Rehab first – existing base course material could be recycled and re-used as subgrade stabilization for the Taxiway C Extension. This would save in material costs and minimize the need to haul subgrade material on and off the airport, resulting in a reduced cost for the construction of Taxiway C Extension. - Constructing Runway 18-36 and Taxiway C Extension at the same time – would permit flexibility in the construction phasing and shorten the overall duration of construction. However, it would complicate the maintenance of traffic and tracking of work. The FAA and FDOT will require that the work associated with the two projects be tracked independently. Statement of Qualifications Design Services for IMM Runway Rehabilitation & Taxiway Extension Projects Section #4: Project Approach, Willingness to Meet Time and Budget Requirements | Page #3 Statement of Qualifications Design Services for IMM Runway Rehabilitation & Taxiway Extension Projects Section #4: Project Approach, Willingness to Meet Time and Budget Requirements | Page #4 Time and Budget Requirements The HM Team has an exemplary record with meeting schedules and budgets. Projects are routinely met and very often exceed client expectations. Schedule management is an essential element of the overall client communication effort, and will continue to be a focus on this contract. The HM Team has stayed abreast of the latest advances in scheduling, estimating and engineering software, and the training of the firm’s professionals which directly relates to the teams ability to predict and meet scheduling and budget demands. All of the production capabilities for the team will be fully integrated and interfaced using Office 365 and Skype for Business, such that the work among all disciplines for each project can be performed on a concurrent schedule using real-time updated drawings files and supporting documents. Airport and County staff will be invited to attend any and all coordination meetings or teleconferences scheduled for project related discussions. All project schedules will be updated not less than monthly to ensure compliance with each deliverable (See Project Schedule on the previous page). Your Project Manager, Timothy Parker, P.E., C.M., has extensive experience in ensuring that design professionals produce within budget and contractors seek alternate, cost effective solutions to changes in the work, and advance only legitimate change order requests for consideration. The HM Team has an established track record of meeting project schedules, even the tightest deadlines, as well as meeting overall project budgets on virtually all of the firm’s airfield projects. The HM Team is highly focused on bringing projects in on schedule and under budget. Effective cost control is something that starts in the preliminary design phase. The scope of the project needs to be refined early to make realistic projections as to the overall project cost. These early scopes and project estimates will be used to request and obtain funding for the project. Both the FAA and FDOT frown on engineers and sponsors that consistently underestimate the scope and overall cost of a project. The Project Manager has a proven track record with the FAA, FDOT and sponsors of bringing in projects on time and within budget. The placement of inlets and culverts outside of the runway and taxiway safety areas avoids the need for expensive aircraft rated structures and allows the use of FDOT standards units. Unforeseen conditions are often the cause of cost escalations. The presence of underground rock in the path of drainage structures could result in a change order if not addressed properly by the engineer. The second step in effective cost control is putting together a solid set of plans and specifications. Weak plans and specifications typically open the window for numerous Change Order requests by the contractor which drives up the overall project cost. The construction phase of the project is the final area for maintaining cost control. Quick response and tight control and oversight of the project help to minimize change orders which normally increase cost and extend the schedule. Subcontractor and vendor markets must be evaluated, projected, and integrated into cost estimates. This balance can be best achieved through a proactive cost management (not cost control) approach to the project. The cornerstone of this approach is the continual collaboration between Collier County, the Immokalee Regional Airport Staff and the HM Team during the development of the design. Accurate cost estimating can make or break a project. Early estimates are used to plan funding requirements and help determine budgets for all parties involved, FAA, FDOT and the sponsor. The proposed Project Manager has an excellent track record preparing early planning stage estimates and later estimates based on final plans. For example: Page Field Rehabilitation of Runway 5-23 and Associated Taxiways • Estimate November 2015 prior to obtaining funding and final design $21,804,000 • Estimate at final design stage $19,354,228 • Final construction cost $18,268,816 • FAA funding for the project was $17,654,727 8.7% Under Engineer ’s Estimate Page Field Rehabilitation of Runway 13-31 and Associated Taxiways • Estimated construction cost November 2015 prior to obtaining funding and preliminary design $7,470,000 • Estimate at final design stage $7,766,225 • Final construction cost $7,738,037 • FDOT funding for the project was $7,422,772 $28,188 or 0.4% Under Engineer ’s Estimate Statement of Qualifications Design Services for IMM Runway Rehabilitation & Taxiway Extension Projects Section #4: Project Approach, Willingness to Meet Time and Budget Requirements | Page #5 Both projects were completed under the engineer’s estimate, under the original bid price and achieved substantial completion on or ahead of schedule. The HM Team maintains a summary of project cost by for every project completed and also obtains available information on similar FAA and FDOT projects. At the earliest design phases, we compare the project scope, systems and materials to our historical project cost data file. The initial estimate prepares a list of cost items that become more detailed with completeness of design documents. Change Order History The Project Manager and entire HM Team have a proven track record on recent runway and taxiway projects of meeting time and budget requirements. The method we use to accomplish this starts early in the scoping and conceptual phase where you have the most control in setting the time and budget requirements and expectations. As the project progresses, you have less ability to change the schedule or the budget. Examples of this coordination would be developing early detailed phasing plans (See page 7 of Section #4). Time schedules need to be linked to the FAA and FDOT funding cycles. FAA normally wants to see Pre- applications by mid-November, Airspace and Construction Safety and Phasing Plans Mid-March and Plans and Specifications by mid-April this will permit grant execution between July and mid-August. Missing any of these deadlines may mean that the project must wait until the next funding period. The project needs to have a realistic definition of what needs to be accomplished and from there a scope, budget and schedule needs to be developed and coordinated with all interested parties. The more refined the original scope is, the easier it is to develop realistic and attainable budgets and time constraints. Both in the design phase and construction phase, appropriate contingencies need to be incorporated which account for unknown site conditions or unusual weather conditions. Unnecessary Change Orders should be minimized by developing quality plans and specifications. Opportunities to reduce cost or improve the schedule should be coordinated with the owner, contractor and engineer. Sometimes these opportunities are a result of having a contractor or contractors which have experience, methods or equipment which will result in an equal or better-quality project, in a shorter period and at less overall cost. This was the case with the award-winning Page Field runway and taxiway rehabilitation projects. After the projects were bid and awarded, meetings with the entire project team including the owner, engineer, construction manager/general contractor and some key subcontractors resulted in a collaborative effort which set the stage for enhanced project success including budget and schedule goals. The CAD files needed to be modified to feed the specific machine control guidance equipment on various pieces of equipment that were being utilized. Working with the earth work and paving contractor, we developed a better understanding of what their equipment was looking for and what was not working and why. We coordinated with the CAD software company to develop surfaces which were highly compatible with the machine control equipment. Normally machine control works well where not too many things are changing at once. However, in areas of transition, such as intersections, they frequently go off machine control and do it the old fashion way with grade stakes, string lines and manual equipment adjustments. This is a highly work intensive method for accomplishing the task and does not typically result in same quality that we were able to achieve when machine control was used for milling, grading and paving. The four runway and taxiway projects completed by the HM Team in the past five years were completed on or ahead of schedule and under the bid amount. The net change orders on each project were deducts. Section #4: Project Approach, Willingness to Meet Time and Budget Requirements | Page #6 Statement of Qualifications Design Services for IMM Runway Rehabilitation & Taxiway Extension Projects Project Name:Bid Amount:Final Costs:Cost Changes:Cost Savings %: IMM Runway 9-27 Taxiway Rehab $7,232,241.04 $7,231,432.78 ($808.26)1.1% IMM Taxiway B Rehab $971,013.74 $893,911.86 ($77,101.88)7.9% FMY Runway 5-23 Taxiway Rehab $18,885,572.18 $18,295,333.61 ($590,238.57)3.1% FMY Runway 13-31 Taxiway Rehab $7,916,799.15 $7,762,789.60 ($154,009.55)1.9% Section #4: Project Approach, Willingness to Meet Time and Budget Requirements | Page #7 Statement of Qualifications Design Services for IMM Runway Rehabilitation & Taxiway Extension Projects Preliminary Phasing Plans for Initial Coordination - Taxiway C SECTION 5SECTION 5 Location Statement of Qualifications Design Services for IMM Runway Rehabilitation & Taxiway Extension Projects Section #5: Location| Page #1 Team Location and Local Knowledge Hole Montes has 52 individuals between our two local offices, in addition to multiple local subconsultants with experience on projects in Collier County and at the Immokalee Regional Airport. All of the key staff are located in Southwest Florida and our Fort Myers office is located within 35 miles of the Immokalee Regional Airport. The proposed Project Manager frequently flies into Immokalee Regional Airport from Page Field. Drive time from our office is less then 45 minutes. This proximity is key in cost savings and local knowledge of the area and other local issues. While other firms expend considerable funds for travel, our team can be at the airport in less than an hour. This allows the HM Team to quickly respond to any needs for on-site presence. Our team is very familiar with local contractors and construction practices specific to the Collier County/Immokalee area. Historically, the closer the project team is to your project, the more focused and accessible they will be on addressing your issues. This proximity is key in cost savings and local knowledge of the area and local issues. This allows the team to quickly respond to any needs for on- site presence. The HM Team is also very familiar with local contractors and construction practices specific to the Immokalee area. Over the years, Hole Montes staff have developed relationships with Collier County Airport Authority staff and understand the key issues of the Authority. Team Location and Local Knowledge The Hole Montes’ Fort Myers office will be the lead office responsible for managing the day-to-day activities for this project. This office is a fully-networked and independently functioning office staffed with 17 professionals including engineers, CAD techs, surveyors, and administrative support staff located in Lee County for the past 37 years. Hole Montes has been at the present Whiskey Creek office for over 14 years. Corporate Headquarters Additionally, Hole Montes’ Headquarters in Naples has a fully-staffed office with 35 professionals including engineers, CAD techs, surveyors, and administrative support staff. Hole Montes has been located in North Collier County for the past 19 years. Both offices are networked together so that if necessary, work can be completed from either location. With full-service engineering offices in Fort Myers and Naples, the HM Team is strategically positioned to provide you with the design and management expertise necessary to achieve success for the Design Services for IMM Runway Rehabilitation & Taxiway Extension Projects. Our project managers are seasoned professionals who have the expertise, training and availability to assist you in achieving a successful conclusion. In order to ensure open lines of communication are established from the very beginning of the contract, we will coordinate a Project Commencement meeting between our key team members and the County’s Project Manager and his or her staff. The objective of this meeting will be to determine the scope of professional services required; as well as the County’s schedule and budgetary expectations. To foster open lines of communication, and ultimately the successful completion of the contract, the HM Team will schedule periodic progress meetings to enable the exchange of information and to apprise the County of design progress. The Project Manager is available 24/7 and can be available on-site in a very short time should the need arise. Firm Address Distance from IMM Hole Montes (Fort Myers)6200 Whiskey Creek Dr., Fort Myers, FL 33919 35 miles Hole Montes (HQ)950 Encore Way, #200, Naples, FL 34110 27 miles *AVCON, INC. 5555 E. Michigan St., #200, Orlando, FL 32822 169 miles Passarella & Associates, Inc. 13620 Metropolis Ave., #200, Fort Myers, FL 33912 34 miles E.F. Gaines 5235 Ramsey Way, #10, Fort Myers, FL 33907 36 miles GFA International, Inc. 201 Waldo Avenue North, Lehigh Acres, FL 33971 28 miles Location *AVCON will work out of their Orlando office as was also done successfully during the Page Field project. They will participate in on-site visits and meeting as necessary for completion of this contract. Timothy Parker, P.E. Project Manager Office Location: 6200 Whiskey Creek Drive Fort Myers, FL 33919 T: 239.985.1221 F: 239.985.1259 E: TimParker@HMEng.com SECTION 6SECTION 6 Recent, Current, and Projected Workloads of the Firm Recent Work, Current Workload and Projected Projects The Hole Montes staff have over 30 years of experience in designing various airport projects. These projects range from terminal and hangar buildings, airfield pavement, airfield markings, lighting signage and NAVAIDs and landside improvements. Through its role as general consultant for Lee and Collier Counties and the Naples Airport Authority, Hole Montes has successfully completed numerous types of projects which give us the ability to offer a wide range and quality of services. Hole Montes recently completed two major runway and taxiway rehabilitation projects at Page Field Airport with a total construction cost of over $26 Million. This work was completed ahead of schedule, and as a result, we are available to immediately take on addi- tional responsibilities associated with the Runway Rehabilitation and Taxiway Extension contract. In addition, we have entered the construction phase of a 25,000 square foot Multi-Use Hangar and Ramp Expansion project at Page Field Airport which is scheduled for completion in 2019. This permits us to immediately commit the full effort of our design professionals to the County and the Airport. Key factors that affect HM’s ability to take on additional work are location, diversity and flexibility of the staff and current backlog status. HM staff have adapted to the peaks and valleys associated with typical engineering and development projects and work as a team to complete projects. The staff at Hole Montes have over 30 years of experience in designing various airport projects. These projects range from terminal and hangar buildings, airfield pavement, lighting signage and NAVAIDs and landside improvements. Through its role as general consultant for Collier and Lee Counties and the Naples Airport Authority, Hole Montes has successfully completed numerous types of projects to give us the ability to offer a wide breadth and quality of services that may be needed. Statement of Qualifications Design Services for IMM Runway Rehabilitation & Taxiway Extension Projects Section #6: Recent, Current, and Projected Workloads of the Firm| Page #1 Recent, Current, and Projected Workloads of the Firm Team Member Role Firm Location Yrs of Exp.Availability Timothy Parker, P.E.Project Manager Hole Montes Ft. Myers, FL 38 80% Robert Murray, P.E.Principal-in-Charge Hole Montes Ft. Myers, FL 42 10% Austin Brown, E.I.Project Engineer Hole Montes Ft. Myers, FL 2 80% Byron Taylor, P.E. Project Engineer Hole Montes Ft. Myers, FL 17 70% James Kriss, P.E.QA/QC Manager AVCON Orlando, FL 44 30% Carl Johnson, E.C., A.C.E.Senior Airfield Lighting Specialist AVCON Orlando, FL 39 70% Russ Holliday, P.E.Senior Airfield Engineer AVCON Orlando, FL 26 70% Mary Soderstrum, AIA, NCARB Senior Airport Planner AVCON Orlando, FL 39 30% Elizabeth Gaines, P.S.M.Surveyor EFG Ft. Myers, FL 30 As Needed Paul D’Huyvetter, P.E.Geotechnical Engineer GFA Ft. Myers, FL 25 As Needed Shane Johnson Senior Ecologist Passarella Ft. Myers, FL 18 As Needed SECTION 7 Addendums, Required Forms and Certifications SECTION 7 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 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PO Box 111629 Naples, FL 34108 Transportation Insurance Company 20494 FCCI Insurance Company 10178 Travelers Casualty and Surety Co of America 31194 959877341 A X 1,000,000 X 100,000 5,000 1,000,000 2,000,000 X 5091219837 1/1/2019 1/1/2020 2,000,000 B 1,000,000 X X X 5091219739 1/1/2019 1/1/2020 C X X 5,000,0005091219787**1/1/2019 1/1/2020 5,000,000 D X N 001-WC19A-11003 1/1/2019 1/1/2020 1,000,000 1,000,000 1,000,000 E Professional Liab.106654411 1/1/2019 1/1/2020 Each Claim Aggregate 2,000,000 2,000,000 FOR INFORMATIONAL PURPOSES Certificates, Registrations, and Licensing Section #7: Certificates, Registrations, and Licensing | Page 1 Statement of Qualifications Design Services for IMM Runway Rehabilitation & Taxiway Extension Projects Section #7: Certificates, Registrations, and Licensing | Page 2 Statement of Qualifications Design Services for IMM Runway Rehabilitation & Taxiway Extension Projects Hole Montes, Inc. 6200 Whiskey Creek Drive Fort Myers, Florida 33919 239.985.1200 | 239.985.1259 Fax www.holemontes.com