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Agenda 07/13/2021 Item #16A22 (RPS #21-7857 w/Thomas Marine Construction)07/13/2021 EXECUTIVE SUMMARY Recommendation to approve the selection committee's final ranking for Request for Professional Services ("RPS") No. 21-7857, "Design -Build Services of Golden Gate Parkway over Santa Barbara Canal Bridge Replacement," and authorize staff to begin contract negotiations with the top -ranked firm, Thomas Marine Construction, Inc. so that staff can bring a proposed agreement back for the Board's consideration at a subsequent meeting. OBJECTIVE: To approve the selection committee's ranking of RPS No. 21-7857 to negotiate an agreement to engage professional Design -Build services for the Golden Gate Parkway (CR 886) over Santa Barbara Canal Bridge Replacement (Bridge Number 030123). CONSIDERATIONS: The bridge carrying Golden Gate Parkway over the Santa Barbara Canal has four lanes and was built in 1971. Through the Bridge Inspection Program, the Florida Department of Transportation ("FDOT") has deemed the bridge "structurally deficient" and in need of repair/replacement. The County Transportation Engineering Division is recommending replacing the existing bridge as soon as possible. On January 15, 2021, the Procurement Services Division issued a notice of Request for Professional Services 21-7857 Design -Build of Golden Gate Parkway over Santa Barbara Canal Bridge Replacement and four (4) proposals were received by the due date of February 19, 2021. All four (4) proposers were found to be responsive and responsible. The selection committee met on March 10, 2021, and as described in Step 1 of the solicitation documents, the committee scored each of the proposals and shortlisted all the firms to move on to Step 2: • Kelly Brothers, Inc. / Cardno • Quality Enterprises USA Inc. /Agnoli, Barber & Brundage, Inc. / Agenor & Campbell Structural Engineers, LLC • Thomas Marine Construction, Inc. / Johnson Engineering, Inc. / Bridging Solutions, LLC • Zep Construction, Inc. / HighSpans Engineering, Inc. All firms were found to be responsive and responsible. The selection committee was reconvened on March 18, 2021 to correct scoring for Certified Minority Enterprise. Kelly Brothers, Inc./Cardno did not submit a Technical/Guaranteed Maximum Price ("GMP") Proposal, as required in order to move onto Step 2, and therefore did not move on to Step 2. On May 20, 2021, the Selection Committee met for Step 2. Presentations were given, and the Committee ranked the firms as noted below. Staff is recommending negotiating a contract with the top ranked firm, Thomas Marine Construction, Inc. Name of Firm Final Ranking Thomas Marine Construction, Inc. / Johnson Engineering, Inc. / Bridging Solutions, LLC 1 Quality Enterprises USA Inc. /Agnoli, Barber & Brundage, Inc. / Agenor & Campbell Structural Engineers, LLC 2 Zep Construction, Inc. / HighSpans Engineering, Inc. 3 Kelly Brothers, Inc. / Cardno Did not submit a proposal/GMP Thomas Marine Construction is a qualified bridge contractor that has constructed numerous bridges, both Packet Pg. 781 07/13/2021 private and public in Collier County over the past 20 years. They have recently completed bridge replacements for Collier County projects located on Golden Gate Boulevard (3 design -build), Vanderbilt Drive, and currently are completing the Gator Bridge Replacement on Immokalee Road. The structural and civil engineering firms that are part of this design -build team include Bridging Solutions and Johnson Engineering, respectively. These firms are also qualified and have extensive experience working on Collier County projects. Subject to the Board's approval of staff s recommendation, staff will begin contract negotiations with the top ranked firm, Thomas Marine Construction, Inc. in accordance with Florida Statutes, Section 287.055, the Consultants' Competitive Act. If staff is unable to reach an agreement with the number one ranked firm, staff will continue negotiating with the remaining firms in ranked order, until a proposed Agreement can be brought back for the Board's consideration at a future meeting. FISCAL IMPACT: Approval of this item does not result in a direct fiscal impact; however, the source of funding for the future contract (subject to board approval at a subsequent meeting) will be Gas Taxes. Approval of this item will not have an impact on operational and maintenance costs; however, the completed project can be expected to have the following operational and maintenance impacts: minimal to no maintenance costs are expected to be incurred within the first 5 to 7 years of service for the new bridge and roadway features, and will be absorbed into the regular maintenance schedule thereafter; and the new stormwater features will require minimal maintenance that will be absorbed into the regular maintenance schedule resulting in minimal cost impact. GROWTH MANAGEMENT IMPACT: There is no Growth Management impact. LEGAL CONSIDERATIONS: This item is approved as to form and legality and requires majority vote for Board approval. -SAA RECOMMENDATION: To approve the selection committee's ranking for Request for Professional Services ("RPS") No. 21-7857, "Design -Build of Golden Gate Parkway over Santa Barbara Canal Bridge Replacement," authorize staff to begin negotiating with the top ranked firm, Thomas Marine Construction, Inc., and in the event that an agreement cannot be reached with that firm, to continue negotiating with the remaining firms in ranked order, so that a proposed agreement can be brought to the Board for consideration at a subsequent meeting. Prepared By: Dennis F. McCoy, PE, Senior Project Manager, Transportation Engineering Division ATTACHMENT(S) 1. 21-7857 - NORA - Executed (PDF) 2.21-7857 Design Build Step 1 Solicitation (PDF) 3.21-7857 Design Build Step 2 Solicitation (PDF) 4.21-7857 Step 2 - Final Rank (PDF) 5. [Linked] 21-7857 Thomas Marine -Step 2-Technical Proposal (PDF) 6. [Linked] 21-7857 - Thomas Marine - Step 1 -Proposal (PDF) Packet Pg. 782 16.A.22 07/13/2021 COLLIER COUNTY Board of County Commissioners Item Number: 16.A.22 Doe ID: 16149 Item Summary: Recommendation to approve the selection committee's final ranking for Request for Professional Services ("RPS") No. 21-7857, "Design -Build Services of Golden Gate Parkway over Santa Barbara Canal Bridge Replacement," and authorize staff to begin contract negotiations with the top - ranked firm, Thomas Marine Construction, Inc. so that staff can bring a proposed agreement back for the Board's consideration at a subsequent meeting. Meeting Date: 07/13/2021 Prepared by: Title: Project Manager Transportation Engineering Name: Dennis McCoy 06/07/2021 8:26 AM Submitted by: Title: Division Director - Transportation Eng — Transportation Engineering Name: Jay Ahmad 06/07/2021 8:26 AM Approved By: Review: Procurement Services Caroline Blevins Level 1 Purchasing Gatekeeper Transportation Engineering Marlene Messam Additional Reviewer Growth Management Department Jeanne Marcella Growth Management Department Growth Management Operations Support Christopher Johnson Procurement Services Michael Cox Additional Reviewer Procurement Services Michael Cox Additional Reviewer Procurement Services Sandra Herrera Additional Reviewer Transportation Engineering Anthony Khawaja Additional Reviewer Growth Management Department Gene Shue Additional Reviewer Growth Management Department Lisa Taylor Additional Reviewer County Attorney's Office Sally Ashkar Level 2 Attorney Review Growth Management Department Trinity Scott Transportation Office of Management and Budget Debra Windsor Level 3 OMB Gatekeeper Review County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Office of Management and Budget Susan Usher Additional Reviewer Completed 06/07/2021 9:18 AM Completed 06/07/2021 9:50 AM Completed 06/07/2021 12:46 PM Additional Reviewer Completed Skipped 06/07/2021 3:44 PM Skipped 06/07/2021 3:45 PM Completed 06/09/2021 2:12 PM Completed 06/10/2021 11:57 AM Completed 06/10/2021 5:31 PM Completed 06/11/2021 9:12 AM Completed 06/11/2021 9:55 AM Completed 06/11/2021 2:44 PM Completed 06/11/2021 3:04 PM Completed 06/11/2021 3:53 PM Completed 07/03/2021 1:27 PM Packet Pg. 783 07/13/2021 County Manager's Office Board of County Commissioners Sean Callahan Level 4 County Manager Review Geoffrey Willig Meeting Pending Completed 07/05/2021 4:28 PM 07/13/2021 9:00 AM Packet Pg. 784 DocuSign Envelope ID: 3D01DAA1-5832-43AF-A276-FC9DD9C5CCAO 001[iev County Administrative Services Department Procurement Services Division Notice of Recommended Award Solicitation No.: 21-7857 Title: Design Build of Golden Gate Parkway over Santa Barbara Canal Bridge Replacement Bid Due Date and Time: May 3, 2021 @ 3:00 pm 1 ti.A.22.a RESPONDENTS: Company Name City County ST Final Rank Responsive /Responsible Thomas Marine Construction, Inc. / Johnson Fort Myers Lee FL 1 Yes/Yes Engineering, Inc. / Bridging Solutions, LLC Quality Enterprises USA Inc. /Agnoli, Barber Naples Collier FL 2 Yes/Yes & Brundage, Inc. / Agenor & Campbell Structural Engineers, LLC Zep Construction, Inc. / HighSpans Fort Myers Lee FL 3 Yes/Yes Engineering, Inc. Kelly Brothers, Inc. / Cardno Fort Myers Lee FL Not Ranked Yes/Yes Utilized Local Vendor Preference: Yes = No 0 N/A On January 15, 2021, the Procurement Services Division issued a notice of Request for Profession Services 21- 7857 Design Build of Golden Gate Parkway over Santa Barbara Canal Bridge Replacement to forty-seven thousand nine hundred eighty (47,980) firms. One hundred thirty-one (131) firms viewed the solicitation package, and four (4) proposals were received by the due date of February 19, 2021. All four (4) proposers were found to be responsive and responsible. The Selection Committee met on March 10, 2021, and as described in Step 1 of the solicitation documents, the committee scored each of the proposals and shortlisted the following top four (4) firms to move on to Step 2: - Kelly Brothers, Inc. - Quality Enterprises USA Inc. - Thomas Marine Construction, Inc. - Zep Construction, Inc. The Selection Committee was reconvened on March 18, 2021 to correct scoring for Certified Minority Enterprise. Kelly Brothers, Inc./Cardno did not submit a GMP Proposal and did not move on to Step 2. On May 20, 2021, the Selection Committee reconvened for Step 2, presentations were given, and the Committee ranked the firms as follows: 1. Thomas Marine Construction, Inc 2. Quality Enterprises USA Inc. 3. Zep Construction, Inc Staff is recommending negotiating a contract with the top ranked firm, Thomas Marine Construction, Inc. DocusigRQQPired Signatures Project Manager: Dennis McCoy fi(A5/26/2021 F------t D cuSi ned by: Procurement Strategist: Barbara Lance 5/26/2021 Procurement Services Director: 14490C19A3D448F... FDocuSigned by: H 5/27/2021 a h3P4 9r'a m m x w Q O z ti u� 00 N a W E U a+ca a+ Q Tab 2 - Appendix 11- Template — Notice of Recommended Award — NORA—rev 02-14-20 Packet Pg. 785 16.A.22.b Collier County Administrative Services Department Procurement Services Division COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS REQUEST FOR PROFESSIONAL SERVICES (RPS) — STEP 1 In accordance with Florida Statute 287.055 Consultants' Competitive Negotiation Act FOR DESIGN -BUILD OF GOLDEN GATE PARKWAY OVER SANTA BARBARA CANAL BRIDGE REPLACEMENT County Project No. 66066.16 RPS NO.: 21-7857 BARBARA LANCE, PROCUREMENT STRATEGIST PROCUREMENT SERVICES DIVISION 3295 TAMIAMI TRAIL EAST, BLDG C-2 NAPLES, FLORIDA 34112 TELEPHONE: (239) 252-8998 Barbara.Lance@colliercountyfl.gov (Email) This solicitation document is prepared in a Microsoft Word format (Rev 8/7/2017). Any alterations to this document made by the Vendor may be grounds for rejection of proposal, cancellation of any subsequent award, or any other legal remedies available to the Collier County Government. Packet Pg. 786 INSTRUCTIONS TO PROPOSERS FOR INITIAL SUBMITTAL 16.A.22.b REQUEST FOR PROFESIONAL 21-7857 SERVICES (RPS) NUMBER: PROJECT TITLE: Golden Gate Parkway over Santa Barbara Canal Bridge Replacement PRE -PROPOSAL CONFERENCE: N/A LOCATION: N/A PROPOSAL OPENING February 19, 2021 at 3:00 pm DAY/DATE/TIME: PLACE OF PROPOSAL 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: htWs://www.bidsync.com/bidsync-cas/ As requested by the Transportation Engineering 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 Design Build Firms/Partnerships 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 County is interested in receiving qualifications and proposals from experienced design -build teams for the design and construction of the Golden Gate Parkway over Santa Barbara Canal Bridge Replacement (herein after referred to as "PROJECT"). The project is located on Golden Gate Parkway approximately '/z mile east of Santa Barbara Boulevard. The project information included in this RPS-Initial Qualifications Submittal is preliminary in nature. More definitive and detailed information will be provided during the second phase of the RPS. At the County's option, the services may be contracted to the extent required by the County. There is no contract guaranteed as a result of being shortlisted or top -ranked through this solicitation. All interested Proposers shall be required to comply with Florida Statute 287.055, Design -Build requirements. Proposers will also be required to comply with the County's Procedures for Contracting for Design -Build Services. All short-listed Proposers will be required to post a Proposal Bond at the second step of the RPS response and will be required to comply with all Collier County's Professional Services bonding and insurance requirements. The purpose of this background is to describe the scope of work and responsibilities of the Design -Build Firm (herein after referred to as "DBF") in connection with the preparation of the Request for Proposal package for the design and preparation of a complete set of construction plans and special provisions, if necessary, for: • Bridge Replacement for the structure identified herein. The existing four -lane bridge was originally constructed in 1971. Pedestrian bridges were constructed north and south of the existing bridge in 2008. FDOT Bridge Inspection reports have deemed Bridge No. 030123 as structurally deficient and Collier County will be replacing the three bridges with a single bridge that includes both shoulders and sidewalks on each side. Purchase of additional right-of-way will not be necessary for this project. TERM OF CONTRACT The contract term, if an award(s) is/are 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 this contract. Surcharges will not be accepted in conjunction with this contract, and such charges should be incorporated into the pricing structure. 21-7857 Design -Build for "Golden Gate Parkway Over Santa Barbara Canal Bridge Replacement" m 0 a� d c 0 ea 0 a M a v Packet Pg. 787 16.A.22.b DETAILED SCOPE OF WORK The intent of this Project is to remove the existing roadway bridge carrying Golden Gate Parkway (CR886) over Santa Barbara Canal and to remove and transport (for re -use) the two (2) existing steel pedestrian bridges carrying the sidewalks over the Canal with a new bridge that will carry both roadway traffic (2 lanes each direction) and (2) sidewalks (1 each direction) across the canal. The transverse section for the new bridge shall be designed to accommodate two (2), 12-foot travel lanes (in each direction), an approximate eight -foot wide outside shoulder and a 12-foot wide sidewalk on each side. A 1'-4" median concrete barrier shall be installed at the median to separate the two -directional traffic. Similarly, 36-inch high concrete traffic railings shall be installed to separate the sidewalks and the traffic lanes. The two (2) existing steel pedestrian bridges (constructed in 2008 and located adjacent to the existing roadway bridge) will be removed and transported for storage to a COUNTY -owned location. The COUNTY will identify the location in the ensuing contract execution. The DBF firm will be responsible for devising appropriate means and methods for removal and transport that will maintain and protect the superstructure components and in manner that will facilitate the intended reuse. The substructure of the bridge will be removed in its entirety. The existing riprap at each canal bank shall be removed and replaced with the Articulating Concrete Block (ACB). DBF shall develop a Bridge Hydraulics Report; the design of the new bridge structure shall accommodate a minimum conveyance area for the canal (after deduction for area for obstructions) greater than or equal to conveyance area available below the existing bridge structure. The bottom of the canal elevation shall be maintained as is. Any existing canal outfall pipes shall be maintained. Ancillary roadway, sidewalk and drainage improvement work will be required to support the bridge replacement project. The extent of the roadway improvement work is anticipated to be ±150 feet on each side of the new bridge and will involve removal and replacement of existing pavement, adjustment of roadway profile (to maintain the existing minimum vertical clearance of new bridge superstructure over the canal design flood level), installation of new sidewalk (to connect existing sidewalks to new sidewalk on the bridge) and installation of guardrails and curb and gutter in the approaches. The Scope of drainage work will involve installation of inlet structures on both sides of the new bridge structure and conveyance of bridge deck drainage run-off to the new inlets, a conveyance system from the inlets to outfalls in the Canal bank discharging through the articulating block. The drainage of the new roadway pavement shall be conveyed to existing drainage facilities and the new inlets, as well as roadside ditches. The DBF shall be responsible for utility coordination required for the project including removing, relocating and permanently re - supporting all existing utilities impacted by the proposed construction. All utilities outside the footprint of construction shall be maintained and protected throughout construction duration. The DBF shall review the RPS/DCP Documents, Project corridor and Environmental Permits obtained by the COUNTY. The DBF's shall be responsible for coordinating with all governing permitting agencies to acquire the required permits not obtained by the COUNTY and/or modify permits as necessary based on the DBF's Final Design. Full compliance with all Environmental requirements is the responsibility of the DBF. The COUNTY has performed an Environmental Planning Study to support the bridge replacement project that will be made available to the shortlisted DBFs. Temporary traffic control will be required. The COUNTY does not anticipate fully closing the roadway at any time during this work. A preliminary two- phase construction sequence has been developed. The DBF will be responsible for completing an approved final Traffic Control Plan. A preliminary topographic survey has been performed and will be made available to the DBF for reference purposes only. DBF shall perform all necessary survey work for design purposes as outlined in the DCP. It is the responsibility of the DBF to ensure that all Project construction activities are conducted within the COUNTY -owned Right -of -Way limits. The DBF shall note that temporary construction Easements will not be allowed. If the Design -Build Firm is interested in using adjacent parcels for staging areas, agreements must be solely reached directly between the Contractor and parcel -owner, without the COUNTY's involvement. The DBF may use existing landscaped medians in the roadway approaches on both sides of the existing bridge structure for Maintenance of Traffic to facilitate phased construction for new bridge structure. Portions of the existing medians may be temporarily paved to allow traffic operations and crossover of roadway traffic from one side to the other. The extent of removals of landscaping and trees in existing medians shall be as limited to optimal requirements for safe traffic operations. The scope of median restoration will include installation of new median backfill, landscape irrigation piping and installation of new curb and gutters, etc. The DBF 21-7857 Design -Build for "Golden Gate Parkway Over Santa Barbara Canal Bridge Replacement" Packet Pg. 788 16.A.22.b shall coordinate with the COUNTY's Project Manager to verify all required items for the median landscaping preparation Existing brick pavers in the landscaped medians shall be salvaged, stored and reinstalled as directed by the COUNTY. The COUNTY has notified the public in the immediate vicinity of the project about the work planned under this project as part of the Public Involvement efforts included in the Environmental Planning Study performed to support this Project. Public Involvement will be part of this scope of work, and the DBF is expected to perform all activities required to communicate with all interested persons, groups, and government organizations regarding the development of the project as directed by the COUNTY's Project Manager. REQUEST FOR PROFESSIONAL SERVICES (RPS) PROCESS 1.1 The selection process will involve a two-step proposal review to minimize Proposers' costs in preparing initial qualification proposals and expediting the review process. The Proposers will initially submit a qualifications proposal (in response to this RPS - Initial Qualifications Submittal) based on the criteria in Section 4.0 Grading Criteria for Development of Shortlist, which will be the basis for short -listing no less than three (3) firms. The COUNTY will then issue a RPS - Step 2, which will include the Design Criteria Package, after which time the short- listed firms will submit final technical and pricing proposals and be invited for oral presentations. In Step 2 of the RPS, the COUNTY will invite the short-listed firms to propose a Guaranteed Maximum Price (GMP) and a guaranteed schedule, based on the Design Criteria Package and other contract documents. The GMP must include all design and construction costs. A Proposal Bond will be required during Step 2. Also, during Step 2 of the RPS process, other information, including but not limited to clarifying questions or interviews, may be requested and evaluated. The Proposers will need to meet the minimum requirements outlined in order for their proposal to be evaluated and scored y by the COUNTY. The COUNTY will then produce a final ranking for approval by the Board of County Commissioners. 0 Upon approval, the County will enter into negotiations with the top ranked firm. With successful negotiations, a contract `o will be developed with the selected firm, based on the GMP and technical components. m 1.2 The COUNTY will use a Selection Committee in the RPS selection process. ��M 0 1.3 The intent of the Step 1, scoring of the qualifications proposal, is for consultants to indicate their interest, relevant experience, d financial capability, staffing and organizational structure. r_ 0 1.4 Based upon a review of these qualification proposals, the top three (3) short-listed firms will be requested to submit Step 2, E and to make oral presentations. 0 1.5 The scores from the RPS - Step 1 used for short -listing for this Project will not be carried forward for the Step 2 of this Q selection process. 1.6 The intent of the Step 2 is to submit final technical and pricing proposals and to provide the firms with a venue where they on can conduct discussions with the Selection Committee to clarify questions and concerns before providing a final ranking. V_ 1.7 If, in the sole judgment of the COUNTY, a contract cannot be successfully negotiated with the top -ranked firm, negotiations c with that firm will be formally terminated and negotiations shall begin with the firm ranked second. If a contract cannot be }, successfully negotiated with the firm ranked second, negotiations with that firm will be formally terminated and negotiations +° shall begin with the third ranked firm, and so on. The COUNTY reserves the right to negotiate any element of the proposals in the best interest of the COUNTY. C6n RESPONSE FORMAT AND GRADING CRITERIA FOR DEVELOPMENT OF SHORTLIST: Q. d 1.8 For the development of a shortlist, this evaluation criterion will be utilized by the COUNTY'S Selection Committee to score co 13 each proposal. Consultants are encouraged to keep their proposals concise and to include a minimum of marketing materials. Proposals must address the following criteria: pp STEP 1 Evaluation Criteria Maximum Points a� 1. Ability of Professional Personnel 30 Points 2. Certified Minority Business Enterprise 5 Points 3. Past Performance 30 Points 4. Location 15 Points 5. Recent, Current, and Projected Workloads of the Firm 20 Points TOTAL POSSIBLE POINTS 100 Points 21-7857 Design -Build for "Golden Gate Parkway Over Santa Barbara Canal Bridge Replacement" Packet Pg. 789 Tie Breaker: In the event of a tie at final ranking, award shall be made to the proposer with the lower volume 16.A.22. b previously awarded. Volume of work shall be calculated based upon total dollars paid to the proposer in the twenty-four (24) months prior to the RPS submittal deadline. Payment information will be retrieved from the County's financial system of record. The tie breaking procedure is only applied in the final ranking step of the selection process. In the event a tie still exists, selection will be determined based on random selection by the Procurement Services Director before at least three (3) 3 witnesses. Ne Each criterion and methodology for scoring is further described below. ***Proposals must be assembled, at minimum, in the order of the Evaluation Criteria listed or your proposal may be deemed non -responsive*** EVALUATION CRITERIA NO. 1: ABILITY OF PROFESSIONAL PERSONNEL (30 Total Points Available) This criterion measures the ability of professional team personnel as shown by their level of experience on projects of similar type, size and complexity. This criterion measures how well the team is staffed to address all facets of the project. It measures how well the team is organized to deliver the project for the COUNTY. Preference will be given to teams with knowledge and experience with local construction and regulatory conditions and who demonstrate a strong commitment to team collaboration proximate to the project site. Preference will also be given to teams (both individual within the teams and the companies making up the team) that have worked together on successful delivery of similar projects. It measures the overall level of the team's qualifications to successfully complete the project. EVALUATION CRITERIA NO.2: CERTIFIED MINORITY BUSINESS ENTERPRISE (5 Total Points Available) Submit certification with the Florida Department of Management Service, Office of Supplier Diversity as a Certified Minority Business Enterprise EVALUATION CRITERIA NO. 3: PAST PERFORMANCE (30 Total Points Available) This criterion measures the professional team's past experience with projects similar in size, type and complexity as this project. The professional teams will be evaluated on their Design Build road extension projects of the size and scope of this project, including the experience the team members proposed on this project have together on the previous projects presented. Experience with all elements of the project scope as generally described herein will be evaluated, with specific emphasis on experience addressing the technical, community and project delivery categories. The professional team's minimization of change orders will be an important consideration. Preference will be given to Design Build road extension projects constructed within the last five (5) years in proximity to the proposed project. The County requests that the vendor submits no fewer than three (3) and no more than ten (10) completed reference forms from clients whose projects are of a similar nature to this solicitation as a part of their proposal. Provide information on the projects completed by the Proposer that best represent projects of similar size, scope and complexity of this project using form provided in Form 5. Proposer may include two (2) additional pages for each project to illustrate aspects of the completed project that provides the PSC information to assess the experience of the Proposer on relevant project work. EVALUATION CRITERIA NO.4: LOCATION (15 Total Points Available) The professional team's approach to management and execution of work with respect to location of various key project team members will be evaluated under this criterion. The Proposer shall demonstrate from the project kick-off how they will establish the project location in order to manage day-to-day or on -site information collection and distribution between internal and external team members, and County staff, as well as other entities involved in the project. EVALUATION CRITERIA NO. 5: RECENT, CURRENT, AND PROJECTED WORKLOADS OF THE FIRM (20 Total Points Available) This criterion measures the team's proposed resources for the project and their availability to complete all elements of this project with regards to the closeout of recent work, current workload, and projected projects that could impact the completion of this project. VENDOR CHECKLIST ***Vendor should check off each of the following items as the necessary action is completed (please see, Vendor Check List)*** 21-7857 Design -Build for "Golden Gate Parkway Over Santa Barbara Canal Bridge Replacement" Packet Pg. 790 16.A.22.c Co1Lie-r County Administrative Services Department Procurement Services Division COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS REQUEST FOR PROFESSIONAL SERVICES (RPS) — STEP 2 In accordance with Florida Statute 287.055 Consultants' Competitive Negotiation Act FOR DESIGN -BUILD OF GOLDEN GATE PARKWAY OVER SANTA BARBARA CANAL BRIDGE REPLACEMENT County Project No. 66066.16 RPS NO.: 21-7857 BARBARA LANCE, PROCUREMENT STRATEGIST PROCUREMENT SERVICES DIVISION 3295 TAMIAMI TRAIL EAST, BLDG C-2 NAPLES, FLORIDA 34112 TELEPHONE: (239) 252-8998 Barbara.Lance@colliercountyfl.gov (Email) This proposal solicitation document is prepared in a Microsoft Word format. Any alterations to this document made by the Consultant may be grounds for rejection of proposal, cancellation of any subsequent award, or any other legal remedies available to the Collier County Government. Packet Pg. 791 INSTRUCTIONS TO PROPOSERS FOR INITIAL SUBMITTAL 16.A.22.c REQUEST FOR PROFESSINAL SERVICES (RPS) NUMBER: 21-7857 PROJECT TITLE: Design Build -Step 2-Golden Gate Parkway over Santa Barbara Canal Bridge Replacement PRE -PROPOSAL CONFERENCE: N/A LOCATION: N/A RPS OPENING DAY/DATE/TIME: May 3, 2021 at 3:00 pm 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: htWs://www.bidsync.com/bidsync-cas/ INTRODUCTION Through the issuance of this Request for Professional Services — Step 2 (RPS — Step 2), the Transportation Engineering Division (hereinafter, the "Division or Department"), the Collier County Board of County Commissioners Procurement Services Division (hereinafter, "County") is hereby soliciting sealed Technical Proposals, Guaranteed Maximum Price (GMP), and Presentations for a contract to perform Design -Build of Golden Gate Parkway over Santa Barbara Canal Bridge Replacement (Project). The issuance of this RPS - Step 2 is the second step in a two-step solicitation process for the Project. By utilizing a Design -Build (D- B) project delivery approach, the County expects to secure substantial benefits. These expected benefits include timely and efficient scheduling, optimal risk allocation, competitive design selection, innovation, clear assignment of performance responsibilities to a single contracting entity, long-term reliability, and life -cycle cost savings. Another expected benefit is the full integration of key design, construction, and quality assurance/quality control (QA/QC) personnel in all aspects of the Project. The intent in developing this RPS - Step 2 is to encourage the Proposers to provide the best solution for the Project, consistent with the Project goals and requirements as defined. Proposers should carefully review this RPS - Step 2 to ensure a clear understanding of the Project's needs, objectives, work scope, and requirements. Only the shortlisted firms from the Step 1 process are eligible to respond and those firms are listed below: Kelly Brothers, Inc. / (Cardno) Quality Enterprises USA Inc. / (Agnoli, Barber & Brundage, Inc.) Thomas Marine Construction, Inc. / (Bridging Solutions, LLC (BSLLC) and Johnson Engineering, Inc. (JEI)) ZEP Construction / (HighSpans Engineering, Inc.) BACKGROUND The purpose of this background is to describe the scope of work and responsibilities of the Design -Build Firm (herein after referred to as "DBF") in connection with the preparation of the Request for Proposal package for the design and preparation of a complete set of construction plans and special provisions, if necessary, for: • Bridge Replacement for the structure identified herein. The existing four -lane bridge was originally constructed in 1971. Pedestrian bridges were constructed north and south of the existing bridge in 2008. FDOT Bridge Inspection reports have deemed Bridge No. 030123 as structurally deficient and Collier County will be replacing the three bridges with a single bridge that includes both shoulders and sidewalks on each side. Purchase of additional right-of-way will not be necessary for this project. 21-7857 Design Build Step — 2 Packet Pg. 792 The Design Criteria Professionals for this Project is Collier County Transportation Engineering and the County has responsibility for developing and ensuring compliance with the Design Criteria Package for the Project. The Design Criteria Professional shall also provide assistance to the County as necessary in Project oversight, design reviews, construction monitoring, start-up assistance, and environmental compliance. All short-listed Proposers will be provided with the Design Criteria Package Attachment 1 which describes the minimum scope and required quality for design and construction of the project, and it also provides additional relevant information about the project. The Design Criteria Package generally provides for less than 30% completion level of the design documents and in no way is it represented as being final construction documents. The Design Criteria Package has not undergone regulatory review and it does not include all the details necessary to identify all materials and items to construct the project. It will be the Design -Builder's responsibility to develop complete construction documents with all necessary details commensurate with the scope and quality indicated in the Design Criteria Package and to meet all regulatory requirements. Each Proposer, by submitting a proposal, certifies that the Proposer acknowledges, understands and agrees that the Design Criteria Package and other project information provided do not constitute construction documents and do not reflect all of the design, permitting, regulatory, and construction requirements for the project, and that, notwithstanding the above, these documents are sufficient in all respects for purposes of the Proposer's preparation and submittal of its Proposal. Proposers are advised that in no event shall a Proposer include any employee of the firm listed above (nor any employee of Collier County) as part of its team for the Project. All communications with the County or Design Criteria Professionals regarding this procurement shall be in accordance with the applicable sections of this RPS - Step 2. PROCUREMENT OVERVIEW AND OBJECTIVES By utilizing a D-B project delivery approach, the County expects to secure substantial benefits. These expected benefits include efficient and cost-effective design, construction and operation, optimal risk allocation, competitive design selection, and clear assignment of performance responsibilities to a single contracting entity. Other expected benefits include the full and appropriately -balanced integration of key design, construction, and QA/QC personnel in all aspects of the Project development. The County's project objectives are to ensure: • An overall positive outcome and experience for the communities involved. • Environmental protection through compliance with all regulatory requirements. • Compliance with other performance guarantees identified in the Agreement. • Project completion on schedule. • A safe Project construction and operating environment. • Good neighbor attributes to adjacent properties in terms of noise, vibration, dust, odors, traffic, and lighting impacts. • Efficient and cost-effective design, permitting, and construction. • A high degree of coordination between the design, permitting, and construction elements. • Ease of operations and maintenance. • Consideration and ease of expandability. • A high degree of security for the Project Sites. • Construction of an aesthetically -pleasing Project. • Successful integration of work completed by others. The County desires to optimize creativity, cost -competitiveness and efficient delivery in the D-B process and will therefore provide some flexibility to Proposers with respect to the design and other applicable elements affected by the overall Program. Nevertheless, it is critical that proposed equipment and designs have been proven to meet the performance requirements of this RPS - Step 2. The proposed project will be subject to all required regulatory approvals including, but not limited to, the Florida Department of Environmental Protection (FDEP), the Southwest Florida Water Management District (SWFWMD), the United States Army Corps of Engineers (USACE), and all applicable County and regulatory agencies policies and requirements. The County's schedule expects completion of the Project as noted in Attachment 2. These milestones are a key factor for implementation of the Project using the D-B procurement method. The Board of County Commissioners (BOCC) approved implementation of this Project using the D-B procurement method and solicitation of the RPS - Step 1 and this RPS - Step 2. It is the County's intent to establish a working partnership among all Project participants - County staff, the Design Criteria Professional, and the Design -Builder. 21-7857 Design Build Step — 2 Packet Pg. 793 16.A.22.c SERVICES SUMMARY The County believes the D-B procurement method will accomplish its objectives. To achieve the optimal benefit from this process, the County prefers that the Proposer's Project team be one that is a truly integrated team with a genuine, collaborative philosophy. Such a team would integrate the two prime roles of designer and builder. These prime roles would be integrated in a manner that supports collaboration and high performing team concepts. This team structure should share risk and reward, contain proper incentives, and allow for the routine conflict resolution of the issues that typically arise among these two prime roles. The Design -Builder shall provide the County with the following integrated D-B services: • Overall Project Coordination o Leadership, coordination and communications with internal and external entities to ensure project success o Community outreach, input and information to appropriately engage the community and County personnel, and ensure that overall needs are met o Coordination of activities that interface with other ongoing and planned County projects in the area and related to this Project • Design & Permitting: o Design of the project and all associated elements outlined o Comprehensive permitting of all elements of the project as described in the Design Criteria Package Construction: o Construction management and administration o Construction of the project and all on -site and off -site elements of the project as defined o Seamless maintenance of operations thorough coordination with all project team members o Completion of installation and start-up of all required equipment and systems as well as performance and acceptance tests (where applicable) o Completion of training of County personnel on individual systems and complete facility operation and maintenance requirements (where applicable) o Demolition and Repurposing of existing resources, including transfer to the County of Salvaged Equipment (where applicable) o Other requirements as mandated by the Agreement o Optional construction (where applicable) In providing these services the Design -Builder shall, at all times, comply with the following: • Design criteria and performance standards outlined in the Design Criteria Package • Measures set forth in all approved permits issued by relevant agencies • Design review/approval processes as detailed in this RPS - Step 2 • County and industry design and construction standards GRADING CRITERIA FOR DEVELOPMENT OF FINAL RANKING: For the development of a FINAL RANKING, this evaluation criterion will be utilized by the County's Selection Committee to score and rank each proposal. Consultants are encouraged to keep their proposals concise and to include a minimum of marketing materials. Proposals must address the following criteria: STEP 2 Evaluation Criteria Maximum Points 1. Technical Proposal 2. Guaranteed Maximum Price (GMP) 3. Oral Presentation TOTAL POSSIBLE POINTS 21-7857 Design Build Step — 2 30 Points 50 Points 20 Points 100 Points Packet Pg. 794 16.A.22.c Tie Breaker: In the event of a tie at final ranking, award shall be made to the proposer with the lower volume of work previously awarded. Volume of work shall be calculated based upon total dollars paid to the proposer in the twenty-four (24) months prior to the RFP submittal deadline. Payment information will be retrieved from the County's financial system of record. The tie breaking procedure is only applied in the final ranking step of the selection process and is invoked by the Procurement Services Division Director or designee. In the event a tie still exists, selection will be determined based on random selection by the Procurement Services Director before at least three (3) witnesses. Each criterion and methodology for scoring is further described below. EVALUATION CRITERIA NO. 1: TECHNICAL PROPOSAL (30 Total Points Available) The Proposer shall provide the appropriate information in accordance with the content requirements set forth in this RPS - Step 2. No reference to information or details of the Proposer's GMP shall be included in the Technical Proposal. Proposers are advised that, if selected, as part of the contract preparation phase, portions of the information contained in the Successful Proposal could be included or integrated in the Agreement as necessary. The County reserves the right to include (or exclude) any information submitted in the Proposal in the final Agreement. Section 1.0 - Transmittal Letter and Executive SummM (8 pages max.) Together with its Proposal, the County must receive one original, fully executed Proposal Transmittal Letter from the Proposer acknowledging, among other things, that the Proposer has completely reviewed, understands, and agrees to be bound by the requirements of this RPS - Step 2 including all addenda. The transmittal letter shall also clearly note receipt of all addenda (by addenda numbers) and shall list the principal contact person for the Proposer, their phone number, email address, and street address. The Proposal Transmittal Letter shall be executed by a representative of the Proposer who is empowered to sign it and to commit the Proposer to the obligations contained in the Proposal. If the Proposer is a partnership, the Proposal shall be signed by one or more of the general partners. If the Proposer is a corporation, an authorized officer shall sign his or her name and indicate his or her title beneath the full corporate name. Anyone signing the Proposal as an agent shall file with it legal evidence of his or her authority to execute such Proposal. The Proposer shall submit a Project Executive Summary of the key aspects of the Proposal. The Project Executive Summary should briefly describe the Proposers understanding of the County's goals and objectives for the Project, provide notification of any changes to the Proposer's key team members, the Proposer's design -build delivery plan, an overview of the design and construction plans, noise and odor abatement, management of construction impacts to surrounding community, coordination of construction to minimize impact to maintenance of operations, construction traffic control plan, site security plans, public outreach concepts, innovative approaches to project design and/or delivery, demolition and restoration, and other significant aspects of the Proposal. Small scale graphics and architectural renderings of the new and restored site may be incorporated into the Project Executive Summary within the specified page limitations. Section 2.0 — Project Team Approach (10 pages max) This section of the Proposal shall describe the proposed approach the Proposer's Project Team will utilize to address all facets of the project. A written overview should outline team aspects of overall delivery of this project, addressing the team's approach to management, staffing and execution of the project with consideration given to the location of key resources to accomplish the work. This section should include details on how the design -build teams will address the significant personnel resources to complete the design and construction of the project and within the proposed schedule. The Proposer should illustrate to the County how resources will be assigned and managed to meet each phase and each major element of the project. A detailed project schedule should accompany the information provided to outline the major tasks, relationships between the tasks, the resource allocations by task, and considers all elements and requirements outlined in the Design Criteria Package and this RPS — Step 2. The Proposal shall include a Project Critical Path Method (CPM) schedule that presents the major activities necessary to implement the D-B Project. The schedule should commence with the Notice to Proceed with Design Date and extend to Final Completion, including distinct design, permitting, procurement, construction, etc. The Proposer should indicate proposed task start and finish dates and key interim milestones. Proposers shall also identify anticipated County actions and suggested County review periods during design. Proposer should discuss items that may impact the critical path and how these items will be mitigated. 21-7857 Design Build Step — 2 Packet Pg. 795 16.A.22.c Proposers should recognize that the information provided in RPS — Step 1 was used as a basis for short -listing Proposers. Therefore, any changes in any information in the Proposer's submittal including but not limited to personnel, subcontractors, partners, and their personnel or financial capability of the Proposer, found to be unacceptable by the County may result in disqualification of the Proposer, or a deduction in points as deemed 3 appropriate. Therefore, changes to the Proposer's project team, particularly the proposing entity, subcontractors, i and personnel, unless it is viewed by the County as an enhancement to the Project Team, shall not be allowed in a L the step except for extenuating circumstances, such as corporate takeovers, buyouts, and other unforeseen changes. If extenuating circumstances cause a change to the Proposer's team following shortlisting, the change must be clearly identified in Section 3 of the Proposal, with a clear and complete explanation. Proposers may enhance their teams at any time prior to submission of Proposals by adding additional personnel and subcontractor members. -0a Information on additional personnel will be included in the page limit for Section 3. 0 Section 3.0 - Technical Information (no page limit) This section shall present the technical aspects of the Proposer's plan to implement the Project. The project design and construction plans shall be in sufficient detail so that the County can ascertain the Proposer's ability to comply with, the RPS — Step 2, including the Design Criteria Package and applicable regulatory requirements and industry standards. Proposal text, which provides an explanation of a rationale behind the design, including descriptions of the benefits of the proposed design shall be provided in narrative sections of the Proposal. The Proposer shall provide a clear and detailed description of the Project. All major components shall be described, including all infrastructure, site development, mitigation (if applicable), demolition and repurposing and any enhancements, access roads, and elements to address community impacts and permit requirements, as noted throughout the RPS. The Proposer shall outline all technical elements that shall be included in order to demonstrate compliance with the County standards and operational requirements. Enhanced technical features that meet the Design Criteria and that the Proposer feels enhance the value of the proposed Project, shall be described in this section of its Proposal. EVALUATION CRITERIA NO. 2: GUARANTEED MAXIMUM PRICE (50 Total Points Available) A Proposal submitted in response to this RPS - Step 2 shall contain a Guaranteed Maximum Price that fully conforms with and satisfies the format and content requirements described herein and on Guaranteed Maximum Price Form. The Guaranteed Maximum Price must be submitted separately in a sealed envelope and delivered to: PROCUREMENT SERVICES DIVISION ATTN: Barbara Lance 21-7857 Golden Gate Parkway over Santa Barbara Canal Bridge Replacement 3295 TAMIAMI TRAIL EAST, BLDG C-2 NAPLES, FL 34112 EVALUATION CRITERIA NO. 3: ORAL PRESENTATION (20 Total Points Available) All proposers invited to participate in this RPS — Step 2 will provide a thirty (30) minute oral presentation to the selection committee and allow for a fifteen (15) minute questions and answer period after. The content of the oral presentation must be applicable to the submittal for this step with no disclosure of the total Guaranteed Maximum Price. The proposer can discuss how the GMP was obtained; however, the final amount will be revealed at the time of scoring. 21-7857 Design Build Step — 2 Packet Pg. 796 ATTACHMENTS: 16.A.22.c R003—Conceptual Design Plans R003.03 Project Survey Files (Zip file with .dgn) include: SU RVRD_R0W_Col 11 er- Er030123_2020,07.23. dgn SU RVRD01 _Col 11 er- M30123_2020.07.29. cl J n SU RVRD02_Col 11 er- M30123_2020.07,28. d J n UTE RD01_Col11er-Er030123_2020,07.28.dgn 21-7857 - 5.0 Rr030123 Replacement Praj Concept Design Plan (Rck%,y&Structures)_FINAL 21-7857 - Attachment 1 - Design Criteria Package 3-15-a1 21-7857- Attachment 2- Project Timeline 21-7857 -Attachment A - Guaranteed Maximum Price Form 21-7857 - Attachment D - PROPGSAL BOND 21-7857-R001,01100%PIans09-01-1971 SIRE 21-7857 - R001,02 As- Rui It Ped estrian B rid ge 08-21-2007_SI RE 21-7857 - R002,01 Rr030123 Environmental Planning Study Report -FINAL 21-7857-R002,02 Env-Study-RptAttachment APublic Involvement Newsletter -FINAL 21-7857 - R002,03 Env-Study-RptAttachment B Sociocultural and Economic Tech Memo -FINAL 21-7857 - R002,04 Env- Stu dy- Rpt Atta c h m ent C SHP0 Letter of Con€urrence_FINAL 21-7857 - R002,05 Env- Stu dy- Rpt Atta€hment D Cultural Resource Assess Survey_FINAL 21-7857 - R002,06 Env- Stu dy-RptAtta€hment E Natural Resource Eva Tech Memo_FINAL 21-7857 - R002,07 Env- Stu dy-RptAttachment F H i 9 hway Traff i c Noise Tech Memo_FINAL 21-7857 - R002,08 Env- Stu dy-RptAtta€hment G Ai r Qu a I ity Assessm ent Tec h Memo_FINAL 21-7857 - R002,09 Env- Stu dy- Rpt Atta ch m ent H Contamination Tech Memo_FINAL 21-7857 - R002,10 Env- Stu dy- Rpt Atta ch m ent I Limited Asbestos Survey Rpt_FINAL 21-7857 - R002,11Env- Stu dy-RptAttachmentJ Limit Lead Base Paint Survey Rpt_FINAL 21-7857 - R003,01 Conceptual Design Files (PDFs)_FINAL 21-7857 - R003,02Alternate Detour Route - Preliminary Plan 21-7857 - R004,01 Roadway Design Criteria -FINAL 21-7857 - R004,02 Roadway Design Variation Ltr_FINAL 21-7857 - R004,03 Roadway Pavement Design -FINAL 21-7857 - R004,04 Existing Utility Inventory -FINAL 21-7857 - R005,01 Bridge Rep I a c em ent Tec h Memo_FINAL 21-7857 - R006,01 Br0301D Report of GeotechnicaI ExpIoration_FINAL 21-7857 - Traffic -Tech- Rep ort_FINAL 21-7857 Design Build Step — 2 Packet Pg. 797 16.A.22.d CAL C-OuAty Selection Committee Final Ranldng Sheet Admaskati Smn Dmsm PmomneM -es RPS #: 21-7857 Title: Design Build for Golden Gate Pkwy over Santa Barbara Canal Bridge Step 1: Upon direction by the Procurement professional, the individual selection committee member should provide their Preliminary Score of the proposals and oral presentations. Step 2: The procurement professional will review the mathematically calculated final rank and discuss the rank order and determine if consensus is reached. Number of Committee Members n/a = absent/no vote Name of Firm Mario Puente Jerry Kurtz John Conti Anthony Shane Cox Dennis Total Guaranteed Total Overall Score Selection Committee Stolts McCoy Maximum Price Final Rank Thomas Marine Construction, 39 44 44 40 45 36 248 $3,527,500.00 300.0 548.0 1.0000 Inc./Johnson Engineering, Inc. Quality Enterprises USA Inc./Agnoli, 40 47 45 44 46 35 257 $4,020,000.00 258.1 515.1 2.0000 Barber & Brundage, Inc. Zep Construction, Inc./ HighSpans 50 48 48 48 48 50 292 $5,384,828.00 142.0 434.0 3.0000 Engineering, Inc. Procurement Professional Barbara Lance Page 1 of 1 Packet Pg. 798 0 'REQUEST FOR PROFESSIONAL SERVICES L I Lf 4_ 11 GOLDEN GATE PARKWAY OVER SANTA BARBARA CANAL BRIDGE REPLACEMENT -STEP 2 RPS NO.: 21-1851 May 3, 2021 t k 1. Transmittal Letter & Executive Summary..........................................................................................1 2. Project Team Approach......................................................................................................................9 3. Technical Information.......................................................................................................................19 4. Supporting Documents Addendums Proposal Bond Concept Plans Collier County I RPS No. 21-7857 1 May 3, 2021 �.hOm�s Marro ;tion Design Build - Step 2 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement V CUnstlU hoffiss I,. �tion Goostro Transmittal Letter & Executive Summary May 3, 2021 Collier County Government, Procurement Services Division 3295 Tamiami Trail East, Bldg C-2 Naples, FL 34112 Re: RPS 21-7857: Design Build - Step 2 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement Dear Selection Committee: Enclosed please find our Step 2 response to RPS No. 21-7857 for the Design -Build of the Golden Gate Parkway Over the Santa Barbara Canal Bridge Replacement Project. This response is submitted on behalf of the Thomas Marine Construction, Bridging Solutions, LLC, and Johnson Engineering, Inc. Design -Build team. We have received, reviewed, and understand the requirements of RPS 21-7857 and agree to be bound by those requirements, including all addenda. Our Attachment A — GMP Price Proposal Page has been transmitted to you under separate cover. We acknowledge receipt of Addendum 1, Addendum 2, and Addendum 3. Kevin C. Shimp, PE will serve as the Construction Project Manager/Principal Contact person for TMC and Ralph Verrastro, PE will serve as the Design Project Manager for BSLLC and JEI. All technical communications from the County will be directed to Kevin and Ralph for dissemination to the rest of the team. Kevin's mobile phone number is (239) 707-0096 and his email address is kcshimp@aol.com. Ralph's mobile phone number is 239-216-1370 and his email address is ralph@bridging-solutions.com. Additionally, no changes to the project team or management staff are proposed in this Step 2 proposal. Thomas Marine Construction has been building bridges in Collier County on a nearly continuing basis for over three decades with much success and many included working with the team proposed here. Vehicles are safely driving over more than 30 bridges constructed in Collier County by TMC during their travels today! Many of those bridges were under contract with Collier County, FDOT, or the City of Naples and three are recent design build bridges using the exact format proposed for this project. We have the experience to make this project exceptional for all involved. We pride ourselves on no -change -order, quality construction, and on -time performance. The TMC, BSLLC and JEI team are genuinely excited about the prospect of working with Collier County to design and perform the construction required to replace the Golden Gate Parkway Bridge over the Santa Barbara Canal. We would take great pride in participating in the restoration of this local asset where we live and work. We appreciate the opportunity to present our technical understanding and approach for this project, and please contact us if you have any questions. INE CONSTRUCTION, INC. J, , PE, CGC Sincerely, BRIDGING SOLUTIONS, LLC. Ralph Verrastro, PE Principal JOHNSON ENGINEERING, INC. Ryan Bell, PE, PTOE Director of Transportation Collier County I RPS No. 21-7857 1 May 3, 2021 �'rnoAls iyiariogioo Design Build - Step 2 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement � Con�{rUCt Project Executive Summary The Thomas Marine, Bridging Solutions, and Johnson Engineering design -build (DB) team is highly qualified for this project. All three firms have completed many projects with similar components in Southwest Florida, have knowledge and experience working with Collier County, and understand the local construction and regulatory conditions. Our team members have worked together on projects for clients throughout Southwest Florida (SWFL) and enjoy a productive working relationship with highly effective project delivery. The County will greatly benefit from our combined experience, capabilities, and resources that will ensure the success of this project. • We will work closely with County staff and the project stakeholders to meet the goals and objectives of this project consistent with the design -build criteria • We will deliver professional design, permitting, construction, project leadership, and management expertise that optimizes creativity, efficiency, and cost for an exceptional final project. • We will provide a robust public project outreach effort to inform and work with the public on their concerns utilizing Attachment A "Public Involvement Newsletter" format and other original information generated by our team. • We will provide design and construction services in full compliance with the county's outlined goals, county specifications, and FDOT Standard Specifications for Road and Bridge. • We will provide a safe, clean, and secure construction jobsite for both our workforce and the public by using the right equipment, tools, and materials to do the job right. • Thomas Marine operates as a "good neighbor and partner" with those impacted by the project by limiting noise to proper hours, providing dust and odor abatement, and addressing community concerns as the arise. • We will constantly monitor the critical path schedule to identify potential delays so they may be mitigated before they concern to bring "on time performance" for all project tasks. • We will construct attractive work and bring alternatives to the owner for reasonable aesthetic improvement to the basic FDOT design incorporated. • We will partner with all parties to build strong relationships that lead the project to success Having performed numerous similar bridge design build construction projects, we have developed an approach to help us get these projects done in the most efficient manner possible. Though site conditions will vary for every bridge project we do, the overall requirements and deliverables generally stay the same. Our standard "plan of attack" has served us well in the past and we believe is well -suited for this project. For the Golden Gate Parkway Santa Barbara Canal Bridge Replacement Project, the project management will be administered out of our Collier County office on site. The following activities provides a brief description of the steps we take in our approach to this bridge design build project. Project Goals and Objectives We understand the County's goal of providing the successful replacement of the Golden Gate Parkway Santa Barbara Canal Bridge (Bridge 030123) and two adjacent pedestrian bridge structures. Our team led by Thomas Marine will leverage decades of bridge design and construction expertise in Collier County and around SWFL to bring the project to fruition. Thomas Marine enjoys relationships with critical subcontractors and suppliers that allow us to assemble a complete and efficient team that has years of past projects successful constructed together. Together, we have the resources and capabilities to meet the goal and objectives required by the County. We understand the requirements of the proposed bridge replacement project which includes: • Removal and disposal of the existing roadway bridge with all its components including but not limited to the approach slab and pavement, bridge deck, railings, sidewalks and median (on bridge and beyond as required), superstructure with voided slab beams, end and intermediate bents, etc. • Removal and proper disposal of two (2) existing steel pedestrian bridges (1 on each side of the existing roadway bridge). The superstructure of each existing pedestrian bridges is a ±116'-0" single -unit comprising of — (2) steel arch trusses, floor beams and concrete slab on metal deck. • Removal and disposal of sub -structures of the (2) existing pedestrian bridges. • Construction of a new bridge with approach slabs on each end to accommodate two 12-foot east bound traffic lanes, two 12-foot westbound traffic lanes, and two 12-foot-wide sidewalks (one each on north and south sides of the roadway). In addition, the new bridge structure shall be designed to accommodate a 13'-4" wide future landscape median. The typical section of the new bridge shall be principally consistent with that shown in the Reference Document R003.01 Conceptual Design Plans. The County prefers that the new bridge structure be constructed with, a concrete traffic railing at the median single slope (concrete) traffic railings between traffic lanes and sidewalks, and bridge pedestrian/bicycle railings (steel) at each bridge fascia. • The preliminary, estimated length of the bridge is ±111'-6". The new bridge structure shall not have pier/intermediate bent along the centerline of Santa Barbara Canal and must utilize a design having an odd number of spans. Collier County I RPS No. 21-7857 1 May 3, 2021 �-pomeS iuiarin ion Design Build - Step 2 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement � Con�{ruc� • Design and construction of the new bridge structure shall accommodate the below listed requirements pertaining to Santa Barbara Canal: o New bridge structure shall be oriented perpendicular to centerline of Santa Barbara Canal right-of-way. Piles in bridge pile bents shall be parallel with the centerline of the canal in order to minimize impacts on canal flows and minimize the accumulation of floating debris and aquatic weeds. o Bottom of canal elevation shall be maintained as is. o Minimum conveyance area below the new bridge structure (after deduction for area for obstructions for substructures) shall be greater than or equal the conveyance area available below the existing bridge structure. • Removal of existing revetment (channel protection) under the bridge and design and installation of new Articulating Concrete Block Revetment System for canal channel protection. Canal side slope stabilization must incorporate bank stabilization methods into the design of the structure that are appropriate to the on -site soil conditions. • Maintenance of conveyance area for Santa Barbara Canal (greater than or equal to conveyance area under existing bridge structure) for the entire duration of the construction. • Reconstruction of roadway pavement for approximately 100 feet beyond the new approach slabs. • Providing a crest vertical curve between tie-in points of new construction to the existing roadway pavement (on both sides of the bridge) such that the new bridge, approach slabs and roadway pavement are constructed to enable the new bridge structure to satisfy the minimum vertical clearance noted above. • Providing new guardrails in conformance with the current standard; connecting guardrail to the (concrete) traffic railings on the bridge structure. • Improving drainage by use of inlets and side -drain piping to discharge drainage from new bridge deck into the canal; making any necessary modifications to the existing drainage system to meet the drainage design requirements for the proposed improvements. • Removing sidewalks approaching the existing pedestrian bridges and constructing new sidewalks to connect existing sidewalks in the bridge approaches to the sidewalks provided on the new bridge structure. • Removing and permanently relocating all utility lines mounted on the existing bridge structure per direction from the utility owners and maintaining and protecting all existing utility lines in the project vicinity per direction from the utility owners. • Design and implement maintenance of traffic for vehicles, bicyclists and pedestrian. Work may involve removal of existing landscape median in approach roadway, providing temporary pavement for implementing temporary crossovers followed by reconstruction and restoration of the landscape median at completion of construction. MOT design and implementation shall accommodate the following requirements: o At a minimum (1) lane of traffic in each direction through the work zone for the entire duration of construction. o Accommodate pedestrians and bicycles through the work zone for the entire duration of construction. o Maintain continuous access to all business and residences in the vicinity of the project for the entire duration of construction. Design -Build Project Delivery Our team has already put a significant amount of planning into this project as part of preparing the guaranteed maximum price (GMP). We know the County's standards and expectations, which allows us to move quickly through early design & permitting tasks and start construction activities. Thomas Marine Construction, Inc. (TMC) is proposing a cast -in -place concrete, continuous, flat slab superstructure for this bridge replacement in lieu of the Florida Slab Beam (FSB) superstructure provided in the County's concept plans. See the revised concept plans at the end of this section of our Technical Proposal for the details. The revised concept plans show maintaining the same bridge length and width but we have changed the span lengths to three (3) equal spans at 37'+/-. During final design, we reserve the right to modify these span lengths and bridge length as long as we meet the required design criteria. We will maintain the same construction depth of approximately 19" so the substructure in the County's concept plans is shown but we may consider changing the pile size to 18" piles and the associated reduction in substructure widths during final design. Our team members have worked together on design -build projects in the recent past, and we are well -experienced with how design -build projects should be managed and executed. With over 150 local employees, our team has the staff and resources to allocate to this project and ensure its success. Our team also offers the advantage of a prime contractor which (1) guarantees that construction crews will be available, and (2) avoids time lost to bidding services that would occur if a contractor is not on board at this stage. Furthermore, Thomas Marine will be self -performing a majority of the bridge and roadway work using a minimum of subcontractors, which will result in significant time savings. Similarly, Johnson Engineering and Bridging Solutions will self -perform all engineering and design components of this project that will streamline coordination efforts between the various engineering disciplines. Collier County I RPS No. 21-7857 1 May 3, 2021 0.rn�m5 prinection Design Build - Step 2 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement eg �opstru Project Management This project will require significant coordination and management efforts between design/engineering and construction teams, as well as with the County. Our management team is efficiently structured with one Senior Project Manager and three Project Managers assigned to the three major disciplines of this project. This structure is cost-effective for the County and provides for efficient communication, coordination, and decision making. All managers are local and have experience working together and with the County. Our management team will be hands-on throughout the entire process, working together and with the County to identify opportunities, address challenges, and mitigate risks. Our team has the resources of large competitors, but our management structure provides the attention and responsiveness of a small firm. The project team is sub -divided by design & engineering and bridge construction. Additionally, no changes to the project team or management staff are proposed. Engineering and Design The engineering and design phase is a critical task that lays the foundation for efficient construction. Design & engineering will be provided by Bridging Solutions and Johnson Engineering. They will provide survey, utility, bridge design, roadway design, landscape architecture, public involvement, and permitting services. Both Bridging Solutions and Johnson Engineering will also provide construction administration services and support Thomas Marine during construction. They will self -perform all engineering and design components of this project will streamline coordination efforts between the various engineering disciplines. This task includes: • Topographic survey and existing right-of-way verification • Detailed review and evaluation of the existing roadway and bridge field conditions • Confirmation of proposed equipment sizes. • Value added design modifications that would benefit the County. • Proactive design and permitting phase multidiscipline coordination critical to maintaining the schedule. • Confirming permitting requirements • Coordinate with utility owners, including the City of Naples, for the 36" raw water main on the south side of the road. • Developing maintenance of traffic plans • Preparation of Stormwater Pollution Prevention Plans (SWPPP) • Public outreach and two public meetings • Preparation of design documentation including typical section package, pavement design report, drainage design report, load rating summary, geotechnical report, settlement and vibration monitoring plan (SVMP), project technical special provisions, and bridge hydraulic report • Project 60%, 90%, and final phase design submittals and review period with County staff. Noise and Odor Abatement On every project Thomas Marine constructs we strive to minimally disturb the community around us while the project is ongoing and this extends to Noise, Dust, and Odor abatement during construction. Attachment G "Air Quality Assessment Tech Memorandum" dated July 15, 2020 prepared for this project expects the project to remain in compliance with National Ambient Air Quality Service Standards (NAAQS). Construction activities may cause short-term air quality impacts in the form of dust from earthwork and unpaved roads. These impacts will be minimized by adherence to applicable state regulations and to applicable Florida Department of Transportation (FDOT) Standard Specifications for Road and Bridge Construction. In addition to dust abatement, Thomas Marine strictly follows work hours for work generated noise as outlined by Collier County ordinance. Even within the flexibility of the restrictions we hold our work to a higher standard. If a local business, church, or school is to be affected by noisy activities (for example, pile driving) notice is given and sensitive times are avoided. Management of Construction Impacts to Surrounding Community Our team will utilize a similar format to Attachment A "Public Involvement Newsletter" as provided by Collier County in a constant effort to keep the public informed and engaged in the project as it progresses. Thomas Marine builds relationship that foster trust with neighboring impact business by being available to help in any way we can during the process. Some examples of our community efforts are included here. • Keep the Collier County School Board, EMS, Law Enforcement, Fire Departments, and Public Transportation aware of the project to coordinate minimal impacts to those important services. • Deliveries are scheduled at off peak traffic time if possible. • Assist disabled vehicles in the work zone as need. • Always be ready to assist law enforcement, fire departments, or EMS. • Keep a clean and safe work zone. • Practice dust abatement procedures to avoid off -site impacts. • Practice noise abatement procedures to comply with Collier County ordinances. • Be courteous in public interactions. • As community inquiries arise be diligent in directing to the proper party for response. What may not seem important us may be of utmost importance to a local citizen or business. Collier County I RPS No. 21-7857 1 May 3, 2021 Design Build - Step 2 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement ►Thomas Marine ction 4 C;OnStru Many of our team's engineers, managers, and workforce are members of this community. As such, we take pride in our projects and are involved from both the team perspective and that of the community. Minimization of Impacts to Maintenance of Operations From the time of Notice to Proceed for Construction the existing bridge and roadway inside the project limits becomes Thomas Marine's responsibility and maintenance of both the existing facility and newly constructed infrastructure is the team's to maintain. Additionally, within the project's limits are utilities but public and private that could require maintenance from the appropriate manager or agency. In such circumstance Thomas Marine can provide access with reasonable advanced notice. Our company has even been known to offer equipment assistance for no cost. We work with the utilities on nearly every job and a partnering approach leads to successful projects. Construction Traffic Control and Pedestrian Control Plans This project follow all appropriate FDOT 102-600 Series Indexes when preparing traffic control and pedestrian control plans for the project. Johnson Engineering has employees who can prepare, sign, seal these plans as necessary, and Johnson Engineering has employees with extensive roadway and transportation operations experience and Professional Traffic Operations Engineer (PTOE) certifications. We will work with the Collier County ROW Department in preparation of these plans and will incorporate any of their requirements. The major traffic control plan for this project will be when working within the County ROW in close proximity to the roadway. Site Security Plans We will install the temporary site fencing or barricades as needed during construction to provide site safety and security. We will secure our construction storage areas and utilize secure storage containers. We are a local company and as such check our jobsites regularly during non -work hours. Because of Thomas Marine's history in the community we have a strong relationship with law enforcement. Often daily patrols are increased on ourjobsites to mitigate security risks for a security and safety benefit for the whole community. Site access during construction will be controlled, and only authorized personnel will be allowed onsite. Camera technology can by utilized for jobsite monitoring as needed. Vehicular and pedestrian traffic will be maintained during all construction activities by strict adherence to FDOT Maintenance of Traffic policies and those outlined in the National Manual on Uniform Traffic Control Devices by the FHWA. Meetings One of the greatest benefits of our team is the fact that we are local. Our management staff can meet with the County as necessary and on demand. We will never be more than a phone call or 30 minutes away. We place great importance on meeting in -person or via video conference because it makes us accountable to our clients. If desired by the County, we have the capabilities to host video conference meetings using Microsoft Teams, GoToMeeting, or Skype. County staff will not have to navigate a convoluted maze of project managers with our team because we avoid unnecessary and extraneous management structures. • Kickoff meeting at start of project to review project objectives and initiate coordination with County staff. We will schedule a kickoff meeting within two weeks of the NTP to lay out our plan for the project. • On -site meetings and preliminary field investigations with County staff to identify their concerns and/or preferences at an early stage. • Preliminary design meeting. • Design -review meetings at 60% and 100% plans to field questions and incorporate comments from County staff, including operations and maintenance staff. • Biweekly progress meetings to keep everyone up to date on where the project stands. • Additional meetings as necessary to coordinate with supplies, regulatory agencies, etc. • Two public meetings as necessary to inform residents of upcoming activities. • Our team will prepare all agendas and meeting minutes, maintain project documents, update project schedules, tracking and forecasting budgets, and preparing monthly written updates. Schedule Our team has developed a task -specific schedule which is included in this package. Our proposed schedule is approximately 22 months, includes approximately 14 months of construction, and meets the schedule specified by the County. A more detailed project schedule is provided in Section 2. We have the capacity to design and construct all components within the specified timeframe by overlapping design and construction activities as is the intent of the design build delivery system. Our approach will be to prepare an early release Collier County I RPS No. 21-7857 1 May 3, 2021 �Thomes Marla ction Design Build - Step 2 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement eg �opstru foundation package for approval shortly after we get approval for our 30% bridge plans. This allows an early project start and makes the foundation only dependent on 30% plans (including geotechnical analysis) and permitting. Thomas Marine plans to allocate the needed resources in the form of crews and equipment to the project as construction of the various components progresses. Because Thomas Marine will be self -performing a majority of the bridge and roadway work using a minimum of subcontractors, TMC maintains exceptional control of the project schedule. Thomas Marine will be utilizing less than 1/3rd of the company's available capacity to construct this project thus allowing additional crews to be mobilized to this project as necessary to meet the proposed schedule. A notable advantage our team proposes in the design of this project is the cast in place deck construction. A large number of flat slab deck bridges (mostly due to phasing or span lengths not required on this project) are slated for production in the next 2 years. SW Florida has a very limited number of precast yards to meet the high demand thus removing some scheduling control from our team. Scheduling advantages related to the CIP concrete slab approach are realized by the fact that concrete and reinforcing steel are readily available and the delivery of the ready -mix concrete to the jobsite is very reliable. FSBs are delivered on very large tractor trailers under high traffic volumes on this road. In today's market we have difficulty getting an adequate number of flatbeds trucks to deliver the FSBs in a timely fashion. Unfortunately, we end up accepting the delivery of the FSBs over multiple days instead of in one day which is preferable and more cost effective. Critical Paths In complex design build construction, more of the activities required for maintaining a successful project are on the critical path (if they are delayed, the whole project is delayed) than are not on the critical path. A schedule showing the critical path dependencies is included in the document on page 15. This team includes the relationship and experience to constantly monitor the critical path for the project to ensure no delays will occur. By self performing the majority of the field construction with our own forces project control is maintained by our team and not susceptible to outside parties delaying planned work. Public Outreach Community awareness and communication will be critical to the success of the Design -Build project. Johnson Engineering will head up the public information and community outreach portions of this project. This project includes dynamic bridge construction and phase traffic patterns. The community will be involved and informed for the duration of the project. A 4' x 6' project sign displaying the critical project information will be provided to the County for review. Once approved, this sign will be used as an information tool for the community. If any disruptions occur on the project, notifications to the affected residence or business will be provided and every effort to minimize the impacts will be made by our team. Innovative Approach to Project Delivery Thomas Marine Construction, Inc. (TMC) is proposing a cast -in -place concrete, continuous, flat slab superstructure for this bridge replacement in lieu of the Florida Slab Beam (FSB) superstructure provided in the County's concept plans. See the revised concept plans at the end of Section 3 of this Technical Proposal for the details. The revised concept plans show maintaining the same bridge length and width but we have changed the span lengths to three (3) equal spans at 37'+/-. During final design, we reserve the right to modify these span lengths and bridge length as long as we meet the required design criteria. We will maintain the same construction depth of approximately 19" so the substructure in the County's concept plans is shown. However, we will consider changing the pile size to 18" piles and the associated reduction in substructure widths during final design. The following narrative describes our reasons for proposing this superstructure substitution. Before concluding on the CIP concrete, continuous, flat slab approach, we evaluated some other more innovative bridge systems that could be constructed in a true Accelerate Bridge Construction (ABC) approach. However, we determined that both of the following systems could be constructed in much less time but for a cost premium of 15% to 30%. We were concerned that a higher Guaranteed Maximum Price would not be counter balanced by the technical score to allow us to be the winner of this design build selection process. If the County decides they are interested in evaluating fixed budgets for these alternatives that can reduce the delivery time by up to 3 months, we can provide cost proposals after we are selected as the preferred design build team. The 3-month time savings would provide savings to the County as a result of a reduced fee for the CEI services that would offset some of the increased construction cost. The other innovative bridge type alternatives we evaluated included the following bridge systems. A more detailed description of these alternatives in Section 3 of this Technical Proposal. 1. A single 100-foot span bridge using fiber reinforced composite tub girders with precast concrete decks (CT Girder bridge system by AIT Bridges). These bridge deck panels are delivered with a full depth precast concrete decks that allows for the installation of the bridge sections for each phase in one day. The CT Girder deck panels only require small closure pours between the deck panels using epoxy grout or ultra -high-performance concrete. See the detail below of the CT Girder with a full depth precast concrete deck that was prepared by AIT Bridges and will be incorporated into bridge replacement plans being prepared by T.Y. Lin for the replacement of a bridge on Marco Island with a 100-foot span. Collier County I RPS No. 21-7857 1 May 3, 2021 .rnomeS Marin ction Design Build -Step 2 -Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement � �onstru 2. A three (3) span bridge using prestressed slab beams with conventional keyways with transverse post tensioning, waterproofing membrane and asphalt wearing surface. This' approach eliminates the need for a cast -in -place concrete slab/topping which saves a large amount of time. The use of steel railings instead of cast -in -place concrete barriers would be considered because that is the fastest way to construct a bridge using an ABC approach. See the photograph of the Rock Ridge Road bridge during construction showing the slab beams and transverse post tensioning rods. Cost Advantages of CIP Concrete Flat Slab Bridge TMC estimates the savings to the County (which is already accounted for in our Guaranteed Maximum Price) to be in the range of $300,000 by changing from the proposed precast concrete Florida Slab Beam (FSB) with cast -in -place (CIP) concrete topping superstructure to a cast -in -place (CIP) concrete, continuous, flat slab superstructure. This savings is all being realized by the County instead of the more common approach as part of Cost Savings Initiatives (CSIs) where the savings is split between the contractor and the County. TMC views the FSBs as expensive forms that only add cost with no added benefit. TMC proposes to use the custom steel forms we already own for this bridge instead of the expensive forms we would need to buy from a precaster. The cost of these custom steel forms has been amortized over numerous other bridges which allows TMC to only charge the County for the nominal cost to maintain these forms instead of the full purchase cost. The 6.5" minimum thick concrete slab/topping that is required over the FSBs requires all the same steps (and cost) that is required to install a full depth flat slab. The cost savings are explained in more detail in Section 3 of this Technical proposal. In conclusion, the cost of purchasing FSBs from a precaster, shipping them to the site, and installing on site with a large crane is much higher than installing forms we already own, purchasing and installing the additional reinforcing mat, purchasing and installing the additional 12" of concrete, and salvaging the custom steel forms. Time Advantages of CIP Concrete Flat Slab Bridge TMC estimates the time to construct the Golden Gate Parkway bridge using a CIP concrete flat slab bridge system to be approximately the same as it would be to construct the bridge using precast concrete FSBs with a concrete topping. In fact, we have concerns about the potential for delays related to the on -time delivery of the precast FSBs due the large number of bridges that are scheduled to be in construction in Collier County over the next 18 months and the limited number of precast plants in southwest Florida. The other risk factor is related to the potential of storage or handling damage to the relatively thin keyway flanges on the FSBs which could seriously delay the project. Bridging Solutions (BSLLC) staff gained first-hand knowledge of this possibility last year on a project where BSLLC provided Specialty Engineering services for S&S Precast. Several of the FSB keyway flanges were damaged during manufacturing and storage which caused delays on a project in Venice, Florida. This type of risk from delay is eliminated by using our custom steel forming system that is ready for use in TMC's storage yard. In addition, to reduce the time to install our forming system, we install sleeves in the concrete caps during the forming operation that allows for a quick installation of the anchor bolts that support our forming system. Time advantages related to the CIP concrete slab approach are realized by the fact that the delivery of the ready -mix concrete to supply the pump truck in the middle of the night is very reliable. FSBs are delivered on very large (cumbersome) tractor trailers during the day (under high traffic volumes on this road). In today's market we have difficulty getting an adequate number of flatbeds trucks to deliver the FSBs in a timely fashion. Unfortunately, we end up accepting the delivery of the FSBs over multiple days instead of in one day which is preferable and more cost effective. Quality Advantages of CIP Concrete Flat Slab Bridge Bridging Solutions and most other bridge engineers (including FDOT bridge engineers) would agree that a CIP concrete flat slab bridge will provide a longer maintenance free life than a bridge constructed using precast prestressed concrete slab beams. Evidence of this fact can be found in the FDOT Bridge Inspection Reports for the existing older bridges in Collier County. The existing Golden Gate Parkway bridge is a prime example. This prestressed slab beam bridge is only 50 years old and is being replaced much sooner than if it was built using CIP concrete construction. There are 5 bridges that are currently being replaced by Collier County near Immokalee. These bridges are being replaced because of deteriorated timber piles while the CIP concrete slabs are in excellent condition after 73 years of service. The primary reasons for the early demise of bridges that consist of prestressed concrete slab beams and the key advantages of CIP concrete slab bridges is explained in more detail in Section 3 of this Technical Proposal. Collier County I RPS No. 21-7857 1 May 3, 2021 �'rnUA1s MarIOgetIOO Design Build - Step 2 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement � Copstru Bridge Aesthetic Improvement Supplemental Cost Alternatives Section 3 of our Technical Proposal describes the details of TMC's suggested aesthetic improvements to the bridge concept plans for the County's consideration. These alternatives would require some additional cost over the proposed Guaranteed Maximum Price that could be negotiated during contract negotiations between the County and TMC. The following narrative briefly describes these alternatives but see Section 3 for a full description illustrated with additional graphics. SUPPLEMENTAL COST ALTERNATIVE 1 — Eliminate Barriers/Add Raised Sidewalks and Texas Aesthetic Barrier These proposed aesthetic improvements could be provided for a small additional cost to the proposed Guaranteed Maximum Price (GMP). After we gain concurrence for some of the details with the County during negotiations, we may be able to include these aesthetic embellishments for the same GMP. The FDOT standard concrete barrier walls shown along the curb lines on the typical bridge section in the bridge concept plans would create "cavern or tunnel" feel for motorists and pedestrians. Incorporating improved aesthetics would also be more consistent with the County's future plans to add a landscaped median on the bridge. In addition, since this bridge is located in a mixed -use commercial/residential area with numerous pedestrians, we believe the local residents and business owners would appreciate having a new bridge with improved aesthetics. This aesthetic improvement approach would also be consistent with the improved aesthetics that were incorporated into the design of the other bridges nearby at Golden Gate Parkway over 1-75 and Golden Gate Parkway over Airport -Pulling Road. We propose to eliminate the barriers along the curb lines and replace them with raised curbs and sidewalks similar to the design on the Golden Gate Parkway bridge over 1-75 (see attached photo). The posted speed limit is 35 MPH on this section of roadway so the curb line barriers are not required by FDOT Design Manual. The approach W-beam guardrail shown in the County's concept plans would also be eliminated since its primary purpose is to provide a transition from the fixed end barrier. We would extend a curbed section off the end of the bridge an appropriate distance to channel the bridge runoff to a drainage inlet at each quadrant. We recommend installing the Texas standard (aesthetic) barrier along the outside edges of the bridge to provide an aesthetic embellishment while providing drop off protection of motorists, pedestrians and bicyclists. We could apply a FDOT Class 5 surface finish in a color or colors selected by the County. The Texas standard barrier has been crash -tested and is appropriate for roadways with posted speed limits up to 45 MPH. This barrier provides openings through the barrier that improves the view of the water in the canal for motorists and pedestrians. In case anyone on the selection committee is not familiar with the appearance of the Texas standard barrier we provided some photographs in Section 3 of this Technical Proposal of some bridges designed by Bridging Solutions staff that have been built in southwest Florida for local municipalities. We also provide a full description of the aesthetic details available when designing a bridge with using the Texas barrier to meet the owner's aesthetic preferences. SUPPLEMENTAL COST ALTERNATIVE 2 - Texas Barrier with Steel Hand Rail If the County prefers a shorter Texas barrier with a steel handrail on top instead of 4-foot-tall barrier shown in Alternative 1, the details below are an option to consider. TMC could provide a I" supplemental cost proposal during contract negotiations for the installation of this shorter barrier with a steel hand rail which would cost more than Supplemental Cost Alternative 1. SUPPLEMENTAL COST ALTERNATIVE 3 - Texas Barrier with Aesthetic Lighting Fixtures If the County wants to consider further enhancements to the aesthetics of this new bridge, TMC could provide supplemental cost proposals during contract negotiations for the installation of various types of custom lighting fixtures. The attached photographs below are examples from projects designed by Bridging Solutions staff. The top photograph is from the Melbourne Street bridge in Charlotte County where the local CRA committee selected the period light fixtures similar to lights that were installed in a park nearby the bridge site. The bottom photograph shows low level LED light fixtures that were cast into the pilasters of the Texas standard barrier on the new bridge at the World Tennis Club on Airport -Pulling Road in Collier County. Collier County I RPS No. 21-7857 I May 3, 2021 U%—T"r"35 Q Mario ction (� Design Build - Step 2 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement y EonStru Iv homps AlarlOO ConstrLictio" 2. Project Team Approach The Thomas Marine Construction, Bridging Solutions, LLC, and Johnson Engineering design -build (DB) team is highly qualified for this project. All three firms have completed many projects with similar components in Southwest Florida, have knowledge and experience working with Collier County, and understand the local construction and regulatory conditions. This team has worked together on many projects for clients throughout Southwest Florida and enjoys a productive working relationship with highly effective synergy. The County will greatly benefit from our combined experience, capabilities, and resources that will ensure the success of this project. Thomas Marine Construction has been in continuous operation since 1982. Thomas Marine is an independent division or Owen Ames Kimball Company. We operate as a small company but benefits from the exceptional insurance, bonding capacity, and employee benefits of the parent. We offer personalized small company service yet are backed by 130 years of employee owned stability and financial strength. Thomas Marine Construction is led by Kevin Shimp, PE, president, and Mark Mabee, vice president. Each of the division's bridge or roadway crews is led by a superintendent with a range of experience from 18 to 32 years. The company retains approximately 35 additional employees including equipment operators, carpenters, laborers, mechanical support, truck drivers, accounting staff, and an EEO officer many of whom have been employed by the company for many years. Thomas Marine Construction owns all the equipment needed to construct the work for which it is prequalified. The list of equipment on our job sites every day include friction cranes, pile hammers, sheet pile hammers, three bridge deck screed machines, excavators, a long stick excavator, demolition hammers, front end loaders, compaction equipment, motor graders, dozers, dump trucks, specialized steel and modular forms, sectional barges, trucks, welders, and generators. Each crew is a self-sufficient entity which could be working miles from the nearest power source or in the middle of town. The company has constructed bridges, built complex water control structures, dredged waterways, installed drainage, and moved earth while constructing civil structures across all of the SW Florida area for nearly every governmental body (local, state and federal) in our geographic area. In recent years TMC added roadway, excavation, and drainage work to our highway bridge self -perform capabilities and is Prequalified by FDOT in each work class. As a result TMC offers significant cost and scheduling advantages to its clients. Few local companies claiming bridge design -build project experience have the manpower, expertise, experience, and equipment Thomas Marine Construction possesses for this specific project. Bridging Solutions, LLC provides specialized bridge and structural engineering services in the Land Development and Transportation market sectors throughout Florida. The firm's clients include FDOT, local municipalities, land development firms, contractors, community associations and other engineering firms. Structural engineering services include vehicular and pedestrian bridges, retaining walls, sea walls, box culverts, drainage structures, and transportation traffic signal structures. Services cover both new design and the evaluation and rehabilitation of existing structures including inspections during construction. We are pre -qualified by FDOT to provide structural engineering services in the following work groups: 4.1.1 - Miscellaneous Structures, 4.1.2 - Minor Bridge Design, 5.1 - Conventional Bridge Inspection, and 5.4 - Bridge Load Rating. Johnson Engineering, Inc. is a full -service engineering firm founded in 1946 and based out of Fort Myers wit ite offices ated in other municipal areas throughout Southwest Florida. Johnson Engineering provides the capabili i . esources ge firms and the agility and responsiveness of a small firm. Johnson Engineering's extensive suite of in-hou a design _ngineering services will provide the County with a one -stop shop for all desi nd technical aspects of this pr 'ect. We Lour transportation group will provide the core es NLL, nning, Sur e al a groups will provide support and input Collier County I RPS No. 21-7857 1 May 3, 2021 �-poolas r4prilte ion Design Build - Step 2 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement � C,Ostro Responsibilities The project team is sub -divided by design & engineering and bridge construction. • Design & engineering will be provided by Bridging Solutions and Johnson Engineering. They will provide survey, utility, bridge design, roadway design, landscape architecture, public involvement, and permitting services. Both Bridging Solutions and Johnson Engineering will also provide construction administration services and support Thomas Marine during construction. They will self -perform all engineering and design components of this project will streamline coordination efforts between the various engineering disciplines. • Bridge, roadway and drainage construction will be performed by Thomas Marine. Our crews have a tremendous amount of experience in the area and understand local conditions better than anyone else out there. In fact, our nearest successful bridge project to this project is only 4000 ft away from this bridge. Thomas Marine has a management team that consists of 3 civil engineers, 2 project managers, human relations staff, and 5 superintendents that have successfully manage all aspects of construction projects just like this one for decades. Collier C014nty Thomas Marine tion coostruc Kevin Shimp, PE, CGC Project Manager Principal -in- Charge CONSTRUCTION TEAM Thomas Marino ction constr Kevin Shimp, PE, CGC Construction Project Manager Thomas ENGINEERING �Marino;tioo James "Vee" Lofton cnostru Contractor Quality Darren Watkins, El Control General Superintendent Thomas Marino ction Coostru Mark Mabee Vice President Project Manager CAPITAL Adam Ahmad, PE, AICPCGC Construction Aerial Drone Photography .� Thomas Marino tion coostruc Sam Mathews Project Superintendent i I� Thomas i Marino Construction onstru Field Crews DESIGN TEAM BRIDGING Wr SOLUTIONS Ralph Verlastro, PE Design Project Manger �fflifl BRIDGING ENGINEERING Wr SOLUTIONS Josh Hildebrand, PE, PTOE Tremayne Whitfield Leah Holmes, PE Roadway/Civil Engineer �l�ilifQiIm ENGINEERING AndrewTilton, PE RickAcosra, PE, CFM Drainage A ENGINEERING Laura Dejohn,AICP Public Outreach Support �R ENGINEERING GuyAdams, PSM Survey Rolando Corsa, PE Bridge FOR ENGINEERING Michael Dickey, PE Billy Saum, PE Utilities A ENGINEERING Laura Herrero, CE Environmental GF� Jeff D'huyvetter, PE Geotechnical Collier County I RPS No. 21-7857 1 May 3, 2021 �-P0"1 r4pril"13ction 1 0 Design Build -Step 2 -Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement � �onstru Management This projectwiIIrequire sign ificantcoordinationand management efforts between design/engineering and construction teams, as well as with the County. Our management team is efficiently structured with one Senior Project Manager and three Project Managers assigned to the three major disciplines of this project. This structure is cost-effective for the County and provides for efficient communication, coordination, and decision making. All managers are local and have experience working together and with the County. Our management team will be hands-on throughout the entire process, working together and with the County to identify opportunities, address challenges, and mitigate risks. Our team has the resources of large competitors, but our management structure provides the attention and responsiveness of a small firm. Kevin Shimp, PE, CGC Construction Project Manager/Principal-in-Charge Kevin joined Thomas Marine Construction in 1998 as an estimator and project manager. He has estimated and managed various heavy civil structure and roadway projects with a focus on bridge construction since that time. In 2007 Kevin was promoted to President of TMC. He is responsible for all daily business operations and field construction from estimating through project close out on projects large and small. In his experience Kevin has successfully managed many design - build projects starting with SR80, one of FDOT's pilot design - build projects in 2003. Since that first project, Kevin has been lead or a team participant in over 17 additional design - build civil works projects. Kevin is familiar with all aspects of bridge construction including permitting, design, roadway construction, drainage, and supporting utilities installation Ralph Verrastro, PE Design Project Manager Ralph Verrastro, PE specializes in the design, inspection, evaluation, technical supervision, and quality assurance/quality control for new and rehabilitation bridge projects. He graduated with a BS in Civil Engineering from Cornell University in 1976. His career includes bridge design experience throughout the United States and he is a registered Professional Engineer in 37 states. Mr. Verrastro is a technical expert in the use of fast - track repair/replacement methods using prefabricated bridge components also known as Accelerated Bridge Construction. He frequently provides technical presentations on engineering topics at industry conferences including the International Bridge Conference. Mr. Verrastro is the past President of the FES Calusa Chapter, past State Director, past Zone VI Vice President and past ACEC-FL Region 6 Director. In 2018, Mr. Verrastro was selected to receive the statewide Engineer of the Year Award by the Florida Engineering Society. Rolando Corsa, PE (Bridging Solutions) Bridge Engineer of Record Mr. Corsa has been a bridge engineer since 2000 and is currently a Senior Bridge Engineer with Bridging Solutions, LLC. After graduation from University of South Florida in 2000, his experience in bridge engineering has involved: the design of new bridges and transportation signal/sign structures; inspection and rehabilitation of existing bridges; and the inspection and load rating of bridges per FDOT requirements. He is also a Certified Bridge Inspector (CBI). His new bridge design experience has included simple and complex superstructure types including: 3 and 4 sided concrete box culverts, simple and continuous concrete slabs, simple and continuous composite steel rolled beams and welded plate girders, steel trusses, precast concrete arch elements, prestressed adjacent slab units with transverse post tensioning for simple spans, prestressed concrete composite AASHTO and FL I beams. His new transportation signal structure design experience includes mast arms and strain poles supported on drilled shaft and spread footings Josh Hildebrand, PE, PTOE (Johnson Engineering) Roadway Engineer of Record Josh currently serves as an engineer and project manager in our transportation group. With his primary focus on corridor design and post design construction assistance, Josh understands what must be done to successfully plan for and design roadway projects to best serve both the client and the public's needs. Under the direction of Ryan Bell, Josh has worked on various projects throughout Southwest Florida including several roadway and pathway projects in Collier, Lee, Hendry, and Charlotte Counties. Josh will serve as the deputy project director/scheduling on this project. Josh is currently serving as the project manager for the Golden Gate Boulevard Phase II CEI and Verification Testing contract for Collier County. Personnel Leah Holmes, PE (Johnson Engineering) Roadway/Civil Engineer Leah is an engineer in our transportation department and provides experience performing roadway and pedestrian facility design, lighting design, and signal design and timings. Leah has also completed various types of traffic analysis's, lighting design reports and constructability studies along with various roadway design functions and associated permitting all throughout Southwest Florida. Born and raised in Southwest Florida, and a graduate of Florida Gulf Coast University, James "Vee" Lofton (Johnson Engineering) Contractor Quality Control Vee is the directorofourCEI team. He has 30 years of experience in roadway and bridge construction and project administration. Vee is also a former Consultant Program Manager for FDOT. Working out of the Fort Myers Operation Center, he was in charge of overseeing consultant CEI projects. His experience with FDOT gives Vee an in depth understanding of what the Department expects from their CEI consultants. Vee will serve as the senior CEI project administrator. His primary function will be Quality Assurance and Quality Control as well assisting with FDOT coordination. Collier County I RPS No. 21-7857 1 May 3, 2021 �.rnOme5 Mario ction 11 Design Build - Step 2 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement � C;005tru Andrew Tilton, PE (Johnson Engineering) Drainage Andy is the director of the water resources market group. Andy has served as the senior engineer for surface water on many of the firm's projects, ranging from residential to agricultural to roadway projects. He provides direction for monitoring, permitting, design and construction related issues. Andy enjoys a solid rapport with local regulatory agencies. He has worked on the South Lee County Watershed Plan, various versions of the Lee County Surface Water Master Plan, the Six Mile Cypress Watershed Pan, and the NPDES MS-4 permit application for Lee County. Rick Acosta, PE, CFM (Johnson Engineering) Drainage Rick is a stormwater engineer on the surface water management team. He handles the design and permitting of surface water management systems that service mixed use developments, roadways and municipal projects. Rick is also a Certified Floodplain Manager and is accomplished in backwater profile modeling for adjustments to FEMA FIRMs. His modeling experience also analyzes water quality for treatment facilities related to municipalities achieving their obligations under the TMDL program, including one for the City of Fort Myers following the construction of one for Lee County. He has modeled many residential sites for floodway adjustments and recently completed a roadway alteration for an FDOT CSIP. Laura DeJohn, AICP (Johnson Engineering) Laura is the director of the firm's planning and landscape architecture group. She has 23 years of professional experience in the planning field in Southwest Florida. Prior to joining Johnson Engineering in 2004, Laura served over five years as a planner for the City of Naples, Florida, where she assisted with preparation and implementation of the Airport Noise Impact Zone Land Use Regulations according to the Naples Airport Part 150 Study. Guy Adams, PSM (Johnson Engineering) Survey Guy has been surveying in Collier County for the past 40 years with over 32 years' experience as a licensed professional. He has a proven track record with clients such as Collier County, Florida Dept. of Transportation, Florida Dept. of Environmental Protection, South Florida Water Management District, City of Naples, Naples Airport Authority, Collier County Public Schools, private landowners, architects, engineers, and developers. Guy is thoroughly familiar with many aspects of the Surveying and Mapping profession. Drawing on his vast surveying experience he is responsible for projects like, control surveys, construction staking, as-builts, boundary surveys, right of way surveys, platting, sketch and legal descriptions, topographic surveys, and hydrographic surveys. Michael Dickey, PE (Johnson Engineering) Utilities Mike is the director of our utilities market group. He has 23 years of experience and has designed utilities for various developments, private utility companies, and municipalities. His utility experience includes master planning, hydraulic modeling, design of water distribution systems, wastewater collection systems, irrigation systems, and pumping facilities. Prior to joining Johnson Engineering, Mike worked for a local utility contractor which gave him a unique perspective of how the utilities he designs today come together in the field. With both utility design and construction experience, he has a comprehensive understanding of the entire utility development process from planning to design, to permitting through construction. Laura Herrero, CE (Johnson Engineering) Environmental Having joined the Johnson Engineering environmental department in 2000, Laura is now a principal ecologist and serves as director of the firm's environmental consulting team, whose ecologists have more than 100 years of combined experience. Her duties include SFWMD and ACOE wetland jurisdictional determinations, protected species surveys, habitat and species management plans, coordination and permitting with the FWC and FWS, FWS Biological Assessments and Biological Opinions, wetland/listed species mitigation proposals and mitigation monitoring, Environmental Resource Permit and Federal Dredge and Fill applications, as well as follow-through to permit issuance and post -permit compliance. She is also an FWC Authorized Gopher Tortoise Agent and FAA Qualified Wildlife Biologist. Jeff D'huyvetter, PE (GFA International, Inc) Geotechnical Mr. D'huyvetter joined GFA International, Inc. in 2014 and is the senior engineer for the Fort Myers engineering 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. For over 26 years he has worked on a variety of projects throughout the southeastern United States encompassing both design and construction. He has a wide range of experience in geotechnical, materials testing and engineering, and inspection services. Mr. D'huyvetter has focused on quality assurance and quality control for construction of major projects. Adam Ahmad, PE, AICP, CGC (Capital Consulting Solutions) Construction Aerial Drone Photography Adam has11 years of comprehensive experience encompassing all phases of planning and design and production for civil/ site work projects. He is experience in a variety of planning, engineering, technical, analytical, statistical, graphical, public involvement and project review activities. Collier County I RPS No. 21-7857 1 May 3, 2021 0��ms Maring�tion 1 2 Design Build - Step 2 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement � �opstru Meetings One of the greatest benefits of our team is the fact that we are local. Our management staff can meet with the County as necessary and on demand. We will never be more than a phone call or 30 minutes away. We place great importance on meeting in -person or via video conference because it makes us accountable to our clients. If desired by the County, we have the capabilities to host video conference meetings using Microsoft Teams, GoToMeeting, or Skype. County staff will not have to navigate a convoluted maze of project managers with our team because we avoid unnecessary and extraneous management structures. For this project, we proposed the following approach to meetings: • Kickoff meeting at start of project to review project objectives and initiate coordination with County staff. We will schedule a kickoff meeting within two weeks of the NTP to lay out our plan for the project. • On -site meetings and preliminary field investigations with County staff to identify their concerns and/or preferences at an early stage. • Preliminary design meeting. • Design -review meetings at 60% and 100% plans to field questions and incorporate comments from County staff, including operations and maintenance staff. • Biweekly progress meetings to keep everyone up to date on where the project stands. • Additional meetings as necessary to coordinate with supplies, regulatory agencies, etc. • Two public meetings as necessary to inform residents of upcoming activities. • Our team will prepare all agendas and meeting minutes, maintain project documents, update project schedules, tracking and forecasting budgets, and preparing monthly written updates. Project Information and Document Management We understand the value and importance of effective and efficient project management for a design build project. Project Management is an important aspect of this project. Our team has prepared a project management information system template for this project to organize critical project information and present itto the stakeholders. The template will be updated at every progress meeting to ensure the stakeholders have the current project information. The project management template is included in this proposal package. We can add additional project information as directed by the County. Our team is dedicated to keep the project within the scope, schedule, and budget. Our team will utilize industry -accepted practices for information management. This project will generate a significant amount of documentation, which our team will electronically archive and provide to the County as a deliverable. Documentation will include plans, design reports, construction observation reports, complaint reports, QA/QC inspection reports, and change order Logs. We have prepared a draft PMIS agenda that may be used for this project. Additional items may be added at the request of the County. We will host and maintain a OneDrive document hosting portal that will archive all critical information and documents. Web links and access codes will be created for all project stakeholders to access these documents. This document hosting portal has been used by our team on other projects for Collier County.. Our management team will prioritize in -person or video conference meetings because we understand that the County's staff will not have time to review every document/detail during construction. Meetings provide opportunities to discuss important items without getting lost in pages and pages of documentation. Collier County I RPS No. 21-7857 1 May 3, 2021 �.rnOmeS Mario ction 1 3 Design Build - Step 2 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement eg �onstru Schedule Our team has developed a task -specific schedule which is included in this package. Our proposed schedule is approximately 22 months, includes approximately 14 months of construction, and meets the schedule specified by the County. We have the capacity to design and construct all components, including the allowance work items, within the specified timeframe. Thomas Marine plans to allocate the needed resources in the form of crews and equipment to the project as construction of the various components progresses. Because Thomas Marine will be self -performing a majority of the bridge , using a minimum of subcontractors, TMC maintains exceptional control of the project schedule. Thomas Marine will be utilizing less than 1/3rd of the company's available capacity to construct this project thus allowing additional crews to be mobilized to this project as necessary to meet the proposed schedule. Design and Permitting Delivery Our schedule allocates approximately 7 months for design and permitting activities, however, activates overlap and construction starts only 5 months after the project's start. Our team is prepared to obtain all necessary permits required for this project. We understand the local codes and ordinances that apply and the potential challenges to meet the codes due to the existing right- of-way constraints and the maintenance of traffic considerations. We have extensive experience permitting roadway and bridge improvements within Collier County right-of-way. Our team stays up to date on permitting requirements and we have developed good relationships with regulatory agency staff. Preparing and submitting permit applications is a routine part of our work that we are very familiar with. Construction Delivery Our team has already put a significant amount of planning into this project as part of preparing the guaranteed maximum price (GMP). We know the County's standards and expectations, which allows us to move quickly through early planning/design tasks and start construction activities. We understand and have accounted for all the requirements listed in the County's Technical Specifications and Design Criteria and FDOT's Standard Specifications for Road and Bridge Construction. Our team has decades of experience delivering timely construction services on projects nearly identical to this project. We also have relationships with the impacted utility owners and permitting agencies thus minimizing any possibility for delay in delivering quality construction work as planned by the team. Construction Resources The company retains approximately 35 additional employees including equipment operators, carpenters, laborers, mechanical support, truck drivers, accounting staff, and an EEO officer many of whom have been employed by the company for many years. Thomas Marine Construction owns all the equipment needed to construct roadway, drainage, and bridges for which it is prequalified by FDOT. The list of equipment on our job sites every day include friction cranes, pile hammers, sheet pile hammers, three bridge deck screed machines, excavators, a long stick excavator, demolition hammers, front end loaders, compaction equipment, motor graders, dozers, dump trucks, specialized steel and modular forms, sectional barges, trucks, welders, and generators. Each crew is a self-sufficient entity which could be working miles from the nearest power source or in the middle of town. Public Outreach Delivery Community awareness and communication will be critical to the success of the Design -Build project. Johnson Engineering will head up the public information and community outreach portions of this project. This project includes dynamic bridge construction and phase traffic patterns. The community will be involved and informed for the duration of the project. A 4' x 6' project sign displaying the critical project information will be provided to the County for review. Once approved, this sign will be used as an information tool for the community. If any disruptions occur on the project, notifications to the affected residence or business will be provided and every effort to minimize the impacts will be made by our team. Project Closeout Project closeout will include submittal of all operations and maintenance documents, record drawings, and closing permits. Our team will ensure the record information is complete and includes all pertinent information for the County. Johnson Engineering will prepare record drawings in-house. Close out of a project is often a long drawn -out process. Our goal is to close this project out quickly and efficiently. Collier County I RPS No. 21-7857 1 May 3, 2021 0.rn�m5 Marlae�tion 14 Design Build - Step 2 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement � �opstru GOLDEN GATE PARKWAY OVER SANTA BARBARA CANAL BRIDGE DESIGN BUILD - SOLICITATION #21-7857 THOMAS MARINE CONSTRUCTION, INC. Thomas Marine �opstructio" Civil Structures Since 1982 ID Task Task Name Duration Start Finish 2021 2022 2023 1st Half 2nd Half 1st Half 2nd Half 1st Half 2nd Half Mode � GOLDEN GATE PARKWAY OVER SANTA BARBARA BLVD 683 days Fri 1/15/21 Tue 8/29/23 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 1 Qtr 3 Qtr 4 1 ® Comm,PROCESS p DESIGN BUILD CONTRACT PROCUREMENT PHASE STEP 1 PROCESS PROJECT ADVERTISED PREPARE LETTER OF INTEREST DUE DATE FOR LETTER OF INTEREST REVIEW AND SHORTLIST APPLICANTS STEP 2 PROCESS ADVERTISED PREPARE PROPOSAL DUE DATE PROPOSAL REVIEW AND SELECTION PROCESS PROCUREMENT PREPARE PACKAGE FOR BOARD 188 days 36 days 0 days 26 days 0 days 10 days 51 days 0 days 31 days 0 days 20 days 30 days Fri 1/15/21 Fri 1/15/21 Fri 1/15/21 Fri 1/15/21 Fri 2/19/21 Mon 2/22/21 Fri 3/19/21 Fri 3/19/21 Mon 3/22/21 Mon 5/3/21 Tue 5/4/21 Tue 6/1/21 Tue 10/5/21 Fri 3/5/21 Fri 1/15/21 Fri 2/19/21 Fri 2/19/21 Fri 3/5/21 Mon 5/31/21 Fri 3/19/21 Mon 5/3/21 Mon 5/3/21 Mon 5/31/21 Mon 7/12/21 1 4 1/15 2/19 3/ 9 5/3 2 3 4 5 6 7 8 9 10 11 12 13 Tj Comm,DESIGN APPROVAL BCC MEETING FOR APPROVAL CONTRACT EXECUTION PHASE 1 day 60 days 105 days Tue 7/13/21 Wed 7/14/21 Wed 12/1/21 Tue 7/13/21 Tue 10/5/21 Wed 4/27/22 14 15 16 Task I Project Summary W Inactive Milestone Manual Summary Rollup Deadline Project: GGPDB SCHEDULE Split External Tasks Inactive Summary 7 Manual Summary Progress Date: Thu 4/29/21 Milestone ♦ External Milestone J Manual Task ��Zl Start -only C Summary W Inactive Task Duration -only Finish -only Page 1 GOLDEN GATE PARKWAY OVER SANTA BARBARA CANAL BRIDGE DESIGN BUILD - SOLICITATION #21-7857 ID 0 Task Mode Task Name 17 Tj T go Tj Tj T NOTICE TO PROCEED 60% DESIGN PHASE PERMITTING 90% DESIGN PHASE 100% DESIGN PHASE PRECONSTRUCTION SUBMITTALS PROCUREMENT CONSTRUCTION MOBE PHASE 1 TEMP DETOUR AND TRAFFIC SWITCH DEMO REMOVE PED BRIDGE PILING DRAINAGE SUBSTRUCTURE 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 Duration IStart IFinish 0 days Wed 12/1/21 Wed 12/1/21 60 days Thu 12/2/21 Wed 2/23/22 60 days Thu 12/9/21 Wed 3/2/22 60 days Thu 12/9/21 Wed 3/2/22 40 days Thu 3/3/22 Wed 4/27/22 20 days Thu 2/24/22 Wed 3/23/22 10 days Thu 2/24/22 Wed 3/9/22 10 days Thu 3/10/22 Wed 3/23/22 389 days Thu 3/3/22 Tue 8/29/23 4 days Thu 3/3/22 Tue 3/8/22 148 days Wed 3/9/22 Fri 9/30/22 9 days Wed 3/9/22 Mon 3/21/22 6 days Tue 3/22/22 Tue 3/29/22 6 days Wed 3/30/22 Wed 4/6/22 25 days Thu 4/7/22 Wed 5/11/22 4 days Thu 5/12/22 Tue 5/17/22 21 days Wed 5/18/22 Wed 6/15/22 1st Half 4 1 Qtr 1 THOMAS MARINE CONSTRUCTION, INC. Thomas Marine �opstructio" Civil Structures Since 1982 2nd Half I 1st Half I 2nd Half I 1st Half I 2nd Half r 2 1 Qtr 3 1 Qtr 4 1 Qtr 1 Qtr 2 1 Qtr 3 1 Qtr 4 1 Qtr 1 I Qtr 2 1 Qtr 3 1 Qtr 4 +,12/1 Task I Project Summary Inactive Milestone Manual Summary Rollup Deadline Project: GGPDB SCHEDULE Split External Tasks Inactive Summary Manual Summary Progress Date: Thu 4/29/21 Milestone ♦ External Milestone J Manual Task ==2 Start -only C Summary W Inactive Task Duration -only Finish -only Page 2 GOLDEN GATE PARKWAY OVER SANTA BARBARA CANAL BRIDGE DESIGN BUILD - SOLICITATION #21-7857 Im 0 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Task Mode 7 7 o 1> T T T o v 1> —. ask Name SLOPE PROTECTION SUPERSTRUCTURE APPROACH SLABS BARRIER WALL AND RAIL PERMANENT ROADWAY AND SIDEWALKS GUARDRAIL STRIPING AND SIGNING PHASE 2 TEMP DETOUR AND TRAFFIC SWITCH DEMO REMOVE PED BRIDGE PILING DRAINAGE SUBSTRUCTURE SLOPE PROTECTION SUPERSTRUCTURE APPROACH SLABS Duration (Start IFinish 5 days Thu 6/16/22 Wed 6/22/22 24 days Thu 6/23/22 Tue 7/26/22 9 days Wed 7/27/22 Mon 8/8/22 11 days Tue 8/9/22 Tue 8/23/22 20 days Wed 8/24/22 Tue 9/20/22 4 days Wed 9/21/22 Mon 9/26/22 4 days Tue 9/27/22 Fri 9/30/22 184 days Mon 10/3/22 Thu 6/15/23 9 days Mon 10/3/22 Thu 10/13/22 8 days Fri 10/14/22 Tue 10/25/22 9 days Wed 10/26/22 Mon 11/7/22 31 days Tue 11/8/22 Tue 12/20/22 4 days Wed 12/21/22 Mon 12/26/22 27 days Tue 12/27/22 Wed 2/1/23 7 days Thu 2/2/23 Fri 2/10/23 31 days Mon 2/13/23 Mon 3/27/23 11 days Tue 3/28/23 Tue 4/11/23 THOMAS MARINE CONSTRUCTION, INC. Thomas Marine �opstructio" Civil Structures Since 1982 1st Half I 2nd Half I 1st Half I 2nd Half I 1st Half I 2nd Half 4 1 Qtr 1 1 Qtr 2 1 Qtr 3 1 Qtr 4 1 Qtr 1 Qtr 2 1 Qtr 3 1 Qtr 4 1 Qtr 1 I Qtr 2 1 Qtr 3 1 Qtr 4 Task mmi Project Summary Inactive Milestone Manual Summary Rollup Deadline Project: GGPDB SCHEDULE Split External Tasks Inactive Summary 7 Manual Summary Progress Date: Thu 4/29/21 Milestone ♦ External Milestone J Manual Task r ==2 Start -only C Summary W Inactive Task Duration -only Finish -only Page 3 GOLDEN GATE PARKWAY OVER SANTA BARBARA CANAL BRIDGE DESIGN BUILD - SOLICITATION #21-7857 THOMAS MARINE CONSTRUCTION, INC. Thomas Marine �opstructio" Civil Structures Since 1982 ID Task Task Name Duration Start Finish 2021 2022 2023 1st Half 2nd Half 1st Half 2nd Half 1st Half 2nd Half Mode 0 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 51 7 BARRIER MEDIAN 5 days Wed 4/12/23 Tue 4/18/23 52 71 BARRIER WALL AND RAIL 12 days Wed 4/19/23 Thu 5/4/23 53 7 PERMANENT ROADWAY AND SIDEWALKS 20 days Fri 5/5/23 Thu 6/1/23 54 GUARDRAIL 5 days Fri 6/2/23 Thu 6/8/23 55 STRIPING AND SIGNING 5 days Fri 6/9/23 Thu 6/15/23 56 PHASE 3 11 days Fri 6/16/23 Fri 6/30/23 57 SWITCH TRAFFIC TO FINAL CONFIGURATION 1 day Fri 6/16/23 Fri 6/16/23 58 Tj CLEANUP / FINAL GRADING / SODDING 10 days Mon 6/19/23 Fri 6/30/23 59 0�> SUBSTANTIAL COMPLETION 0 days Fri 6/30/23 Fri 6/30/23 60 Tj FINAL COMPLETION 0 days Tue 8/29/23 Tue 8/29/23 8/29 Task mmi Project Summary Inactive Milestone Manual Summary Rollup Deadline Project: GGPDB SCHEDULE Split External Tasks Inactive Summary Manual Summary Progress Date: Thu 4/29/21 Milestone ♦ External Milestone J Manual Task r ==2 Start -only C Summary W Inactive Task Duration -only Finish -only Page 4 Ir homps A19HOO ConstrLictio" 3. Technical Information Technical Approach and Information Our team has evaluated the technical requirements for this project and have developed the following techincal approach based on the County information provided for this Step 2 process. Collectively, we have worked on hundreds of projects in Collier County, and we have a firm understanding of the County's requirements and specifications. There will be no learning curve for our team on this project because we have already completed those lessons. We have spent many hours planning for this project. Our team is ready to start this project immediately and ensure that the County's goals and requirements are met. Thomas Marine Construction, Inc. (TMC) is proposing a cast -in -place concrete, continuous, flat slab superstructure for this bridge replacement in lieu of the Florida Slab Beam (FSB) superstructure provided in the County's concept plans. See the revised concept plans at the end of this section of our Technical Proposal for the details. The revised concept plans show maintaining the same bridge length and width but we have changed the span lengths to three (3) equal spans at 37'+/-. During final design, we reserve the right to modify these span lengths and bridge length as long as we meet the required design criteria. We will maintain the same construction depth of approximately 19" so the substructure in the County's concept plans is shown. However, we will consider changing the pile size to 18" piles and the associated reduction in substructure widths during final design. The following narrative describes our reasons for proposing this superstructure substitution. Before concluding on the CIP concrete, continuous, flat slab approach, we evaluated some other more innovative bridge systems that could be constructed in a true Accelerate Bridge Construction (ABC) approach. However, we determined that both of the following systems could be constructed in much less time but for a cost premium of 15% to 30%. We were concerned that a higher Guaranteed Maximum Price would not be counter balanced by the technical score to allow us to be the winner of this design build selection process. If the County decides they are interested in evaluating fixed budgets for these alternatives that can reduce the delivery time by up to 3 months, we can provide cost proposals after we are selected as the preferred design build team. The 3-month time savings would provide savings to the County as a result of a reduced fee for the CEI services that would offset some of the increased construction cost. There would also be cost savings realized by the roadway "users" as a result of the reduction in time delays and gas usage due to the shorter duration required for the detour. The other innovative bridge type alternatives we evaluated included: A single 100-foot span bridge using fiber reinforced composite tub girders with precast concrete decks (CT Girder bridge system by AIT Bridges). These bridge deck panels are delivered with a full depth precast concrete decks that allows for the installation of the bridge sections for each phase in one day. The CT Girder deck panels only require small closure pours between the deck panels using epoxy grout or ultra -high-performance concrete. FDOT is performing their final review of the final draft of the Developmental Specification for this product. FDOT has approved the manufacturing process for this composite beam that is made from a combination of carbon and glass fibers. These composite beam/concrete deck panels cost more than the full depth CIP concrete slab but provides the advantage of weighing about 1/3rd of the weight of the 19" thick concrete slab. The reduced weight provides savings in foundation costs at the end bents and the size of the crane compared to other long span systems (FIBs). The big savings is realized by eliminating the 2 intermediate bents. In addition, this type of superstructure does not contain any carbon steel that is prone to corrosion damage and p To the right, see the detail of the CT Girder with a full depth precast concrete deck that was prepared by AIT Bridges and will be incorporated into bridge replacement plans being prepared by T.Y. Lin for the replacement of a bridge on Marco Island with a 100-foot span. rovides a desian life that exceeds 100 vears with no maintenance. ory n rv>L oE<. / iI R, rvrvs.—PsE 5" JOINT I!,—x \�" REBAR E%TErv510ry #4 snRST@ 12�0 <. . A (TVP.) (TOP INI sOT on) #TGu@OTT'oo)cCLR. COVER rO�G o[vm oem OPENING As�I1 X X � Y¢2\ e I" CLR. COVER _ III *I" srPeL "PAo_ AIT BRloce . 711 CP [c>srscarvcxere '.. To JfITROCR ev AIT BR1— (TVP.) �lr" E �I'-ax;' 2'-8" 5'-1. k �`� / 5'-T —2'-8" k To E OF ADJACENT #IRBER wEB I1,_,a„ IL SECTION VIEW OF FULL DEPTH GIRDER SCALP: I IN. = 1'-0' Collier County I RPS No. 21-7857 1 May 3, 2021 wMnarin oS ion 19 ► Design Build -Step 2 -Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement Construe 2. A three (3) span bridge using prestressed slab beams with conventional keyways with transverse post tensioning, waterproofing membrane and asphalt wearing surface. This approach eliminates the need for a cast - in -place concrete slab/topping which saves a significant amount of time. The use of steel railings instead of cast -in -place concrete barriers would be considered because that is the fastest way to construct a bridge using an ABC approach. TMC and Bridging Solutions used this type of bridge superstructure on the entrance bridge to Collier Charter Academy school on Immokalee Road in Golden Gate in 2016. This type of bridge was also designed by BSLLC's staff for another contractor for a FDOT design build bridge project for the Rock Ridge Road bridge replacement in Polk County, FL. See the photograph of the Rock Ridge Road bridge during construction showing the slab beams and transverse post tensioning rods. Cost Advantages of CIP Concrete Flat Slab Bridge TMC estimates the savings to the County (which is already accounted for in our Guaranteed Maximum Price) to be in the range of $300,000 by changing from the proposed precast concrete Florida Slab Beam (FSB) with cast -in -place (CIP) concrete topping superstructure to a cast -in -place (CIP) concrete, continuous, flat slab superstructure. This savings is all being realized by the County instead of the more common approach, as part of Cost Savings Initiatives (CSIs), where the savings is split between the contractor and the County. TMC views the FSBs as expensive forms that only add cost with no added benefit. TMC proposes to use the custom steel forms we already own for this bridge instead of the expensive forms we would need to buy from a precaster. The cost of these custom steel forms has been amortized over numerous other bridges which allows TMC to only charge the County for the nominal cost to maintain these forms instead of the full purchase cost. The 6.5" minimum thick concrete slab/topping that is required over the FSBs requires all the same steps (and cost) that is required to install a full depth flat slab. The cost savings become more apparent when you consider that all of the following steps are required whether the CIP slab is 6.5" (+) or 19" thick: • Install the reinforcing steel and confirm it is securely tied in accordance with FDOT specifications • Set up the rails for the deck screed machine to achieve the desired deck elevations and cross slope • Perform extensive quality checks (dry runs) to confirm the minimum cover and deck thicknesses conform with the specifications • Convey the wet concrete into the forms using a pump truck which is usually done at night with a large crew • Vibrate the concrete to ensure proper consolidation • Slowly run the screed machine over the plastic concrete to achieve the proper finish • Wait until the concrete has properly set and install curing blankets for the wet curing system • Monitor and maintain the wet curing system for the prescribed time per FDOT specifications • Perform post pour quality checks and perform grinding of the deck for any areas that don't meet FDOT specifications • Perform the required transverse deck grooving In conclusion, the cost of purchasing FSBs from a precaster, shipping them to the site, and installing on site with a large crane, and then pouring a bridge deck on top of them is much higher than installing forms we already own, purchasing and installing the reinforcing mat, purchasing and installing the concrete bridge deck in one operation, and salvaging the custom steel forms. Beyond the cost benefit, the finished product is of better quality with less maintenance. Collier County I RPS No. 21-7857 1 May 3, 2021 �.rnOm�S ►Marin �tion20 Design Build -Step 2 -Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement � �opstru Time Advantages of CIP Concrete Flat Slab Bridge TMC estimates the time to construct the Golden Gate Parkway bridge using a CIP concrete flat slab bridge system to be approximately the same as it would be to construct the bridge using precast concrete FSBs with a concrete topping. In fact, we have concerns about the potential for delays related to the on -time delivery of the precast FSBs due the large number of bridges that are scheduled to be in construction in Collier County over the next 18 months and the limited number of precast plants in southwest Florida. The other risk factor is related to the potential of storage or handling damage to the relatively thin keyway flanges on the FSBs which could seriously delay the project. Bridging Solutions (BSLLC) staff gained first-hand knowledge of this possibility last year on a project where BSLLC provided Specialty Engineering services for S&S Precast. Several of the FSB keyway flanges were damaged during manufacturing and storage which caused delays on a project in Venice, Florida. The City of Venice and FDOT required S&S to hire a Specialty Engineer to perform an Engineering Analysis Report (EAR) that provided a repair procedure to mitigate the damage. It took over 3 weeks to gain approval from the City's CEI firm and the FDOT for the repair procedure proposed in BSLLC's EAR. This type of risk from delay is eliminated by using our custom steel forming system that is ready for use in TMC's storage yard. In addition, to reduce the time to install our forming system, we install sleeves in the concrete caps during the forming operation that allows for a quick installation of the anchor bolts that support our forming system. Time advantages related to the CIP concrete slab approach are realized by the fact that the delivery of the ready -mix concrete to supply the pump truck in the middle of the night is very reliable. FSBs are delivered on very large (cumbersome) tractor trailers during the day (under high traffic volumes on this road). In today's market we have difficulty getting an adequate number of flatbeds trucks to deliver the FSBs in a timely fashion. Unfortunately, we end up accepting the delivery of the FSBs over multiple days instead of in one day which is preferable and more cost effective. Quality Advantages of CIP Concrete Flat Slab Bridge Bridging Solutions and most other bridge engineers (including FDOT bridge engineers) would agree that a CIP concrete flat slab bridge will provide a longer maintenance free life than a bridge constructed using precast prestressed concrete slab beams. Evidence of this fact can be found in the FDOT Bridge Inspection Reports for the existing older bridges in Collier County. The existing Golden Gate Parkway bridge is a prime example. This prestressed slab beam bridge is only 50 years old and is being replaced much sooner than if it was built using CIP concrete construction. There are 5 bridges that are currently being replaced by Collier County near Immokalee. These bridges are being replaced because of deteriorated timber piles while the CIP concrete slabs are in excellent condition after 73 years of service. The primary reasons for the early demise of bridges that consist of prestressed concrete slab beams includes: • The joints between the adjacent slab beams increases the probability of cracking in the CIP concrete topping due to temperature and shrinkage and the potential for differential live load deflections between adjacent slab beams. • After the concrete topping is cracked, water is allowed to drain through the cracks and causes corrosion of the carbon steel reinforcing embedded in the prestressed concrete slab beams. • Once the corrosion process initiates in the prestress strands it is only a matter of time before the pressure exerted by the corroding steel causes the concrete underside to spall and expose the embedded steel to the environment. • Patching repairs for this type of deficiency is analogous to putting a Band-Aid on cancer. Collier County I RPS No. 21-7857 1 May 3, 2021 �'rnonloS ►Mann ion21 Design Build -Step 2 -Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement � Construe The advantages of a CIP concrete, continuous, flat slab bridge are related to factors that include: • The slab is monolithic full length and width with no built-in joints (or cracks) every 4 feet longitudinally and transversely at each intermediate bent as included with the FSBs. • The potential for cracks is minimized due to its mass and heavy steel reinforcing placed in the top of the slab to resist temperature/shrinkage cracking and negative bending stresses at the intermediate bents. • Per the FDOT Structures Design Guidelines, we will design and detail a casting sequence with construction joints at one -quarter and/or three-quarter points in the spans as required to minimize cracking in the negative moment regions with the option to pour the slab in a continuous operation. • To minimize the potential for cracks over the intermediate bents we will consider specifying a transverse sawcut in the top of the slab within 24 hours of casting to control the crack location. The sawcut would be filled with a methacrylate sealer and sand mixture to prevent water intrusion and permanently seal the joint. • If temperature and shrinkage cracks do occur, the installation of a methacrylate sealer is a simple low-cost maintenance procedure that permanently seals the cracks from water intrusion. • Older flat slab bridges can be easily strengthened if corrosion damage eventually occurs (which usually only occurs in salt water environments) by mechanically fastening carbon fiber straps on the underside which is not practical with FSBs due to the closely spaced prestress wires. Bridge Aesthetic Improvement Supplemental Cost Alternatives This section of our Technical Proposal describes TMC's suggested aesthetic improvements to the bridge concept plans for the County's consideration. These alternatives would require some additional cost over the proposed Guaranteed Maximum Price that could be negotiated during contract negotiations between the County and TMC. SUPPLEMENTAL COST Eliminate Barriers/Add Raised Sidewalks and Texas Aesthetic Barri See the proposed Bridge Typical Section "PBe66 below showing the proposed aesthetic improvements that TMC could provide for a small additional cost to the proposed Guaranteed Maximum Price (GMP). After-°=Z we gain concurrence for some of the details with the County during negotiations,ILA ti U Li ii LU u, Li Li U we may be able to include these aesthetic embellishments for the same GMP. •�E, n�, •�E„en�, nwca. sernox The FDOT standard concrete barrier walls shown along the curb lines on the typical bridge section in the bridge concept plans would create "cavern or tunnel" feel for motorists and pedestrians. Incorporating improved aesthetics would also be more consistent with the County's future plans to potentially add enhanced aesthetics to the median on the bridge. In addition, since this bridge is located in a mixed -use commercial/residential area with numerous pedestrians, we believe the local residents and business owners would appreciate having a new bridge with improved aesthetics. This aesthetic improvement approach would also be consistent with the improved aesthetics that were incorporated into the design of the other bridges nearby at Golden Gate Parkway over 1-75 and Golden Gate Parkway over Airport -Pulling Road. Collier County I RPS No. 21-7857 1 May 3, 2021 10--nomeS �� 0 morin ion Design Build - Step 2 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement y ConstrUCt We propose to eliminate the barriers along the curb lines and replace them with raised curbs and sidewalks similar to the design on the Golden Gate Parkway bridge over 1-75. The posted speed limit is 35 MPH on this section of roadway so the curb line barriers are not required by FDOT Design Manual. The approach W-beam guardrail shown in the County's concept plans would also be eliminated since its primary purpose is to provide a transition from the barrier's fixed end. We would extend a curbed section off the end of the bridge an appropriate distance to channel the bridge runoff to a drainage inlet at each quadrant. We recommend installing the Texas standard (aesthetic) barrier along the outside edges of the bridge to provide an aesthetic embellishment while providing drop off protection of motorists, pedestrians and bicyclists. We could apply a FDOT Class 5 surface finish in a color or colors selected by the County. The Texas standard barrier has been crash -tested and is appropriate for roadways with posted speed limits up to 45 MPH. This barrier provides openings through the barrier that improves the view of the water in the canal for motorists and pedestrians. The Texas standard barrier is typically 3'-0" high when there are no sidewalks on the bridge and 3'-6" high when a sidewalk is included. For this bridge, we would modify the vertical dimensions of the barrier to provide a 4'-0" height to meet the height requirements for bicycles on the proposed mixed -use path. In case anyone on the selection committee is not familiar with the appearance of the Texas standard barrier we are providing some photographs (below) of some bridges designed by Bridging Solutions staff that have been built in southwest Florida for local municipalities. Did you know that Charlotte County Public Works Department has been specifying the Texas standard barrier to improve aesthetics on all of their bridges in residential/commercial areas with speed limits up to 45 MPH for over 15 years? In addition, the City of Naples decided to install the Texas standard barrier on the Mooring Line Drive bridge in 2010 that was part of a FDOT design build bridge rehabilitation project. Collier County I RPS No. 21-7857 1 May 3, 2021 �.rnOrn�S ► prin �tion 2 3 Design Build - Step 2 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement eg �onstru There are CAD drawings available on the Texas DOT website which minimizes the time required to prepare design drawings for Texas standard barrier. These drawings provide the basic building blocks which includes several types of pilasters (columns) and three (3) types of windows (openings). See the images of these options below. BSLLC has specified custom shaped windows on some bridges. On one bridge, BSLLC detailed the windows to be a rectangular shape to provide for the bridge owner's aesthetic preference. The barrier layout can be customized with as many or as few of the pilasters to also meet the bridge owner's preference. 2•_9" 2 9" 9 1B 10' 1.. Typ I 10..e' 10' e' ya Bronze Star Luse if sheen _ - elsewhere an plonsl = W, Dio —_ -- 4"R a. Mount inp Kolee 12"R 20®2 � o Embosseo Og ? � Date n Top oP Slab f Pi luster 1 anaior sideral)c, eaii slob ABUTMENT BENT SPAN TYPE A TYPE B TYPE C EXTERIOR PILASTER ELEVATIONS WINDOW TYPES (Showing without roisea eidewoi K) 1 Texas Barrier with Steel Hand Rail If the County prefers a shorter Texas barrier with a steel handrail on top instead of 4-foot-tall barrier shown in Alternative 1, the details below are an option to consider. TMC could provide a supplemental cost proposal during contract negotiations for the installation of this shorter barrier with a steel hand rail which would cost more than Supplemental Cost Alternative 1. £nd o1 Approach $Mps „_ �r-- Begin or End Hridgc <•— 1/.I 56o4e 5- Pion Spdcs rtss JK2XO. Roil Tube 213 Bridge 5p- - k Pie! al �Ff55 Qr7 %ob 1$75 rti+4a ri,as Rdl Pact oens�on Sp.4ce �6. ., r�b�lor FronO Raif'ng � sx,.at HSs ax2x�ls�s- f.. O BASE' PE A TE aF TAIL $" CIA htex H"gr Ill II II Awhor Rolts with hex rats II LI hl & washers ttyp.) SECTION ELEVATIUN RAIL CUN NEC TION DE FAIL Collier County I RPS No. 21-7857 1 May 3, 2021 W Ma° ne ct;on24 Design Build - Step 2 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement y Gonstru Texas Barrier with Aesthetic Lighting Fixtures If the County wants to consider further enhancements to the aesthetics of this new bridge, TMC could provide supplemental cost proposals during contract negotiations for the installation of various types of custom lighting fixtures. The following photographs below are examples from projects designed by Bridging Solutions staff. The top photograph is the Melbourne Street bridge in Charlotte County where the local CRA committee selected the period light fixtures similar to lights that were installed in a park nearby the bridge site. The bottom photograph shows low level LED light fixtures that were cast into the pilasters of the Texas standard barrier on the new bridge at the World Tennis Club on Airport -Pulling Road in Collier County. Collier County I RPS No. 21-7857 I May 3, 2021 � r4a nes Design Build - Step 2 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement y construction 2 5 Iv hoffias AlarlaO CoastrLICtia" I Supporting Documents GD 7er C014nty Email: colliercoun fl. Barbara.Lance@ tY g ov Administrative Servioes Division Telephone: 239.252.8998 Procurement Services ADDENDUM # 1 Date: March 19, 2021 From: Barbara Lance, Procurement Strategist To; Interested Bidders Subject: Addendum # 1— 21-7857 Design Build - Step 2 — Golden Gate Parkway over Santa Barbara Canal Bridge Replacement This Addendum has been issued for the following items identifying clarifications, changes, deletions, and/or additions to the scope of work, solicitation documents and/or bid schedule for the above referenced solicitation: CHANGES: The below referenced document contains the following changes: 21-7857 — 5.0 Br030123 Replacement Proj Concept Design Plan (Rdwy&Structures)_FINAL • Page 17, Sheet B-2, U. 2., "Each of the (2) existing pedestrian Bridges shall be removed and properly disposed of." • Page 18, Sheet B-3, (3 Changes) Under Legend: "Existing Pedestrian Bridge to be removed and properly disposed of Notes located North and South of Vehicular Bridge "Remove and dispose of Existing Ped Bridge and Foundations" • Page 21, Sheet B-6, Phase I: Demolition, 3., "remove and dispose of Pedestrian Bridge on North side of Bridge 030123" • Page 22, Sheet B-7, Phase II: Demolition, 3., "remove and dispose of Pedestrian Bridge on South side of Bridge 030123" If you require additional information please post a question on our Bid Sync (www.bidsync.com) bidding platform under the solicitation for this project. Please sign below and return a copy of referenced solicitation. l (Signature) Kevin C. Shimp Thomas Marine Construction, Inc. (Name of Firm) Addendum with your submittal for the above 5/03/2021 Date Cutler County Adminishatve Sernboes Division Procurement Services Date: March 31, 2021 Email: Barbara.Lance@colliercountyfl.gov Telephone: 239.252.8998 ADDENDUM # 2 From: Barbara Lance, Procurement Strategist To: Interested Bidders Subject: Addendum # 2 — 21-7857 Design Build - Step 2 — Golden Gate Parkway over Santa Barbara Canal Bridge Replacement This Addendum has been issued for the following items identifying clarifications, changes, deletions, and/or additions to the scope of work, solicitation documents and/or bid schedule for the above referenced solicitation: ADDITION: Question 2: The documents provided include dgn files of the existing conditions however the electronic CADD files for the concept design were only provided in pdf form. Please provide the dgn files of the concept design so that proposers can develop their concept design. We note that the County is not providing any compensation (stipend) for the proposals so the cost of developing the concept design must be fully borne by the proposal teams. Answer: CADD files for Roadway and Structural Concept drawings have been uploaded to BidSync. If you require additional information please post a question on our Bid Sync (www.bidsync.com) bidding platform under the solicitation for this project. Please sign below and return a copy of thisAddendum with your submittal for the above referenced solicitation. (Signature) Kevin C. Shimp Thomas Marine Construction, Inc. (Name of Firm) 5/03/2021 Date GO er County Administrative Services Division Procurement Services Date: April 23, 2021 Email: Barbara.Lance@colliercountyfl.gov Telephone: 239.252.8998 ADDENDUM # 3 From: Barbara Lance, Procurement Strategist To: Interested Bidders Subject: Addendum # 3 — 21-7857 Design Build - Step 2 — Golden Gate Parkway over Santa Barbara Canal Bridge Replacement This Addendum has been issued for the following items identifying clarifications, changes, deletions, and/or additions to the scope of work, solicitation documents and/or bid schedule for the above referenced solicitation: ADDITION: 21-7857 Addendum 3—Consolidated Questions and Answers The "Question and Answer" period has closed. • All questions to date have been answered. • Questions and Answers are hereby incorporated into the bid. If you require additional information please post a question on our Bid Sync (www.bidsync.com) bidding platform under the solicitation for this project. Please sign below and return a copy of referenced solicitation. ! (Signature) Kevin C. Shimp Thomas Marine Construction, Inc. (Name of Firm) Addendum with your submittal for the above 5/03/2021 Date PROPOSAL BOND KNOW ALL MEN BY THESE PRESENTS, that we Thomas Marine Construction, Inc. 8999 High Cotton Lane, Ft Myers, FL 33905 (herein after called the Principal) and Travelers Casualty & Surety Company of America , (herein called the Surety), a corporation chartered and existing under the laws of the State of CT with its principal offices in the City of Hartford and authorized to do business in the State of FL are held and firmly bound unto the Board of County Commissioners of Collier County(herein after called the Owner), in the full and just sum of 5% of the attached bid Dollars ($ 5% ) good and lawful money of the United States of America, to be paid upon demand of the Owner, to which payment well and truly to be made, the Principal and the Surety bind themselves, their heirs, and executors, administrators, and assigns, jointly and severally and firmly by these presents. Whereas, the Principal is about to submit, or has submitted to the Owner, a Bid for furnishing all labor, materials, equipment and incidentals necessary to furnish, install, and fully complete the Work on the Project known as 21-7857 — Design Build — Golden Gate Parkway over Santa Barbara Canal Bridge Replacement. NOW, THEREFORE, if the Owner shall accept the RPS of the PRINCIPAL and the PRINCIPAL shall enter into the required Agreement with the Owner and within ten days after the date of a written Notice of Award in accordance with the terms of such RPS, and give such bond or bonds in an amount of 100% the total Contract Amount as specified in the Proposal Documents or Contract Documents with good and sufficient surety for the faithful performance of the Agreement and for the prompt payment of labor, materials and supplies furnished in the prosecution thereof or, in the event of the failure of the PRINCIPAL to enter into such Agreement or to give such bond or bonds, and deliver to Owner the required certificates of insurance, if the PRINCIPAL shall pay to the OBLIGEE the fixed sum of $ 5 �0 noted above as liquidated damages, and not as a penalty, as provided in the RPS Documents, then this obligation shall be null and void, otherwise to remain in full force and effect. IN TESTIMONY Thereof, the Principal and Surety have caused these presents to be duly: signed and sealed this 28th day of April , 2021. AN Thomas Marine Conso'01on, Inc. Travelers Casualty &,Surety Company of America Countersigned Principal (Seal) Surety (Seal) Non- v Local Resident Producing Agent for Travelers Casualty & Surety Company of America Travelers Casualty and Surety Company of America Travelers Casualty and Surety Company TRAVELERS St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Linda DeVries of Grand Rapids, Michigan their true and lawful Attomey-in-Fact to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 3rd day of February, 2017. �N16TWrlr �r Sr aMo �# W l 2 corms e F - oaPxs[ KA State of Connecticut City of Hartford ss. By: i Robert L. Raney, SefiTbr Vice President On this the 3rd day of February, 2017, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. In Witness Whereof, I hereunto set my hand and official seal- TR My Commission expires the 30th day of June, 2021 mOJV.JL �R * pp w Marie C. Tetreault, Notary Public This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attomeys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which remains in full force and effect. Dated this 28m day of April , 2021 �,w+w.r 9 r F f*a k r f L Kevin E. Hughes, Assistant Secretary To verify the authenticity of this Power ofAttorney, please call us at 1-800-421-3880. Please refer to the above -named Attomey-in-Fact and the details of the bond to which the power is attached. CONTRACT PLANS COMPONENTS ROADWAY PLANS STRUCTURES INDEX OF ROADWAY PLANS SHEET NO. SHEET DESCRIPTION COLIL-YER COUNTY Y " 'I iI : ir.i�/A) /A /0) EI /P A-1111 L�V "/ ACH I KEY SHEET COLLIER COUNTY (03020) NEW PORT RICHEY v x`vasssw"n MCOCOANE- 2 STq� SIGNATURE SHEET LAKE N ST PETERSBURG URG BART Gg29. 3 SUMMARY OF PAY ITEMS COUNTY ROAD NO. 886 4 GENERAL NOTES SARASOTA - O FT PIERCE 5 TYPICAL SECTION ut BRADENTON 8 6 ROADWAY PLAN - PROFILE CX W WEST PALM PROJECT LOCATION 7-9 CROSS SECTIONS W to W Lj W W Fr MreRs eeacH B-I STRUCTURAL NOTES (7 OF 2) N N N N N 00 N NAPLES 8-2 STRUCTURAL NOTES (2 OF 2) END PROJECT � p I- � o� or (x FT LAUDERDALE B-3 PLAN AND ELEVATION (7 OF 2) STA, 20+48.03 MIAMI 8 4 PLAN AND ELEVATION (2 OF 2) 4 CONST./ ea SmAve B-5 SECTION THROUGH BRIDGE SURVEY GOLDEN s� a 3 m 2 1 B" 8-6 CONSTRUCTION SEQUENCE (7 OF 2) GATE PKWY. �z 1 6 o Vineyards 8 8 - 7 CONSTRUCT ION SEQUENCE (2 OF 2) Z o iNave KEY wesr B - 8 REPORT OF CORE BORING 11 T B 9 10 11 12 r B-9 FOUNDATION PLAN n t� 12 Exit ' �?{qIB+ape 7tha B- 10 PILE DATA TABLE T-48-S ge xd 1b� �PhystClans.Heflport Mj.BNd T-48-S B-11 TYPICAL BENT PLAN, ELEVATION AND DETAILS -r.1 a 17 nAe 1a 13 1& — END BRIDGE #TBD -r.1 GOVERNING STANDARD PLANS: Florida Department of Transportation, FY2020-21 Standaro Bridge Construction and applicable Interim Revisions (IRs) Standard Plans for Road Construction and associated IRs are available at the following website: http://www.fdot.gov/design/standardp/ans Standard Plans for Bridge Construction are included in the Structures Plans Component APPLICABLE IRs: IR 102-600 GOVERNING STANDARD SPECIFICATIONS: Florida Department of Transportation, JULY 2020 Standard Specifications for Road and Bridge Construction at the following website: http://www.fdot.gov/programmanagement/Implemented/SpecBooks COUNTY PROJECT MANAGER: DENNIS McCOY, P.E. : 642 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY: PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED IN THE ELECTRONIC DOCUMENTS JOHNSON ENGINEERING 2122 JOHNSON STREET FORT MYERS, FLORIDA 33901 CERTIFICATE OF AUTHORIZATION: 00642 JOSHUA J. HILDEBRAND, P.E. NO. 73952 THE ABOVE NAMES PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C. INDEX OF ROADWAY PLANS SHEET NO. SHEET DESCRIPTION 1 KEY SHEET 2 SIGNATURE SHEET 3 SUMMARY OF PAY ITEMS 4 GENERAL NOTES 5 TYPICAL SECTION 6 ROADWAY PLAN - PROFILE 7 - 9 CROSS SECTIONS REVISIONS ENGINEERING 2122 JOHNSON STREET FORT MYERS, FLORIDA 33901 EB 642 & LB 642 JOSHUA J. HILDEBRAND, P.E. NO. 73952 " 011 DO I I I I I O' co, //�i�� 10EIVSF No 73191 STATE OF %Oit�C`S!c O R I THE ABOVE NAMES PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C. INDEX OF ROADWAY PLANS SHEET NO. SHEET DESCRIPTION 1 KEY SHEET B-1 STRUCTURAL NOTES (1 OF 2) B-2 STRUCTURAL NOTES (2 OF 2) B-3 PLAN AND ELEVATION (1 OF 2) B-4 PLAN AND ELEVATION (2 OF 2) B-5 SECTION THROUGH BRIDGE B-6 CONSTRUCTION SEQUENCE (I OF 2) B-7 CONSTRUCTION SEQUENCE (2 OF 2) B-8 REPORT OF CORE BORING B-9 FOUNDATION PLAN B-10 PILE DATA TABLE 8-11 TYPICAL BENT PLAN, ELEVATION AND DETAILS INDEX 415-001 BAR BENDING DETAILS (STEEL) SHEET 1 OF 1 COLLIER COUNTY GROWTH MANAGEMENT DEPARTMENT ROAD NO. COUNTY FINANCIAL PROJECT ID THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY: ROLANDO CORSA, P.E. 73191 PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED IN THE ELECTRONIC DOCUMENTS. BRIDGING SOLUTIONS, LLC. 8112 CHAMPIONS FOREST WAY TAMPA, FLORIDA 33635 PH: 813-767-0538 ROLANDO CORSA, PE #73191 CERT.OF AUTHORIZATION #30505 SIIGNA TUR E S HIIEIE T SHEET NO. C.R. 886 1 COLLIER 2 REVISIONS SUMMARY OF PAY ITEMS PAY ITEM NO. DESCRIPTION UNIT QUANTITY 707 1 MOBILIZATION LS 1 102 1 MAINTENANCE OF TRAFFIC LS I 104 10 3 SEDIMENT BARRIER LF 1,100 104 11 FLOATING TURBIDITY BARRIER LF 200 110 1 1 CLEARING & GRUBBING LS 1 120 1 EXCAVATION LS 1 120 6 EMBANKMENT LS 1 160 4 TYPE B STABILIZATION (LBR 40) SY 2,342 285 709 OPTIONAL BASE GROUP 9 SY 1,874 334 1 13 SUPERPAVE ASPHALTIC CONCRETE (TRAFFIC C) (1.5") TN 155.0 337 7 83 FRICTION COURSE FC-12.5, PG 76-22 (TRAFFIC C) (1.5") TN 155.0 339 1 MISCELLANEOUS ASPHALT PAVEMENT TN 16.0 425 1 701 INLETS, GUTTER, TYPE S, <10' EA 4 430 175 115 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 15", S/CD LF 264 430 984 123 MITERED END SECTION, OPTIONAL ROUND, 15" SD EA 4 520 2 1 CONCRETE CURB, TYPE A LF 374 520 6 SHOULDER GUTTER, CONCRETE LF 223 522 2 CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK SY 453 536 1 1 GUARDRAIL - ROADWAY, GENERAL TL-3 LF 222 536 1 3 GUARDRAIL - ROADWAY, DOUBLE FACE TL-3 LF 169 536 73 GUARDRAIL REMOVAL LF 106 536 85 24 GUARDRAIL END TREATMENT - PARALLEL APPROACH TERMINAL EA 2 536 85 27 GUARDRAIL END TREATMENT - DOUBLE FACE APPROACH TERMINAL EA 2 570 1 2 PERFORMANCE TURF (SOD) SY 2,000 700 1 11 SINGLE POST SIGN, F&I, LESS THAN 12 SF AS 10 700 1 60 SINGLE POST SIGN, REMOVE AS 10 706 3 RETRO-REFLECTIVE PAVEMENT MARKERS EA 250 711 16 101 THERMOPLASTIC, STANDARD, WHITE, SOLID, (6") GM 3,000 711 16 131 THERMOPLASTIC, STANDARD, WHITE, SKIP, 6",10-30 SKIP GM 3,000 711 16 201 ITHERMOPLASTIC, STANDARD, YELLOW, SOLID, (6") GM 3,000 ENGINEERING 2122 JOHNSON STREET FORT MYERS, FLORIDA 33901 EB 642 & LB 642 JOSHUA J. HILDEBRAND, P.E. NO. 73952 COLLIER COUNTY GROWTH MANAGEMENT DEPARTMENT ROAD NO. COUNTY FINANCIAL PROJECT ID SHEET NO. C.R. 886 1 COLLIER 3 GENERAL NOTES 1. BENCHMARK ELEVATIONS SHOWN ON THE PLANS ARE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). 2. ALL SURVEY INFORMATION WAS OBTAINED FROM A LICENSED FLORIDA PROFESSIONAL SURVEYOR AND MAPPER AND UTILIZED AS SUPPORTING DATA IN THE PRODUCTION OF CONCEPTUAL DESIGN PLANS. THE PROFESSIONAL SURVEYOR AND MAPPER OF RECORD IS: CARLOS GUTIERREZ, P.S.M. P.S.M. NO.: 66720 ATKINS NORTH AMERICA, INC. 4030 WEST BOY SCOUT BLVD, SUITE 700 TAMPA, FL 33607 3. THE LOCATION(S) OF THE UTILITIES SHOWN IN THE PLANS ARE BASED ON LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE ONLY. 4. UTILITY/AGENCY OWNERS: COMPANY CONTACT TELEPHONE NUMBERS CenturyLink Jigs Sliang (239) 920-5926 Collier County IT Joe Oliver (239) 252-6205 Collier County Water Eric Fey (239) 252 - 1037 Collier County Traffic Pam Wilson (239) 252 - 8260 Crown Castle Fiber Danny Haskett (786) 610 - 7073 Florida Power & Light Michael Martinez (239) 353 - 6047 City of Naples Water Allyson Holland (239) 213 - 4713 5. A LIMITED GEOTECHINCAL INVESTIGATION WAS PERFORMED. A DESIGN LBR = 40 WAS ASSUMED. D/B TEAM TO VERIFY LBR AND SUBMIT A S&S PAVEMENT DESIGN FOR COUNTY APPROVAL. 6. SPECIAL EVENT DAYS FOR THIS PROJECT INCLUDE: REVISIONS ENGINEERING 2122 JOHNSON STREET FORT MYERS, FL 33901 EB 642 & LB 642 JOSHUA J. HILDEBRAND, P.E. NO. 73952 COLLIER COUNTY GROWTH HANAGEMENT DEPARTMENT ROAD NO. I COUNTY FINANCIAL PROJECT ID GENY1RA L NOTES SHEET NO. C.R. 886 1 COLLIER M 6' DRAINAGE & UTILITY EASEMENT 2' SOD LEVEL Natural Ground —\ DESIGN SPEED = 40 MPH POSTED SPEED = 35 MPH TRAFFIC DATA 6' DRAINAGE & UTILITY EASEMENT R/W LINE CONST. / SURVEY GOLDEN GATE PKWY R/W LINE LIMITS OF CONSTRUCTION LIMITS OF CONSTRUCTION 65' 65' STANDARD CLEARING & GRUBBING STANDARD CLEARING & GRUBBING VARIES 3-8" TO 15-3' TL-3 DOUBLE FACED GR. W/ 2" MISC. ASPHALT 2' SOD TRAVEL LANES TRAVEL LANES I LEVEL SOD VARIES SOD 6' 12' 12' SOD 3' SOD 12' ]2' 6' SOD VARIES SOD (5.49' - 12') VARIES SHLDR HLDR. VARIES (4.90' - 12') SOD 6" I 6" SOD 4" 4" 4 PGP 0.04 PGP t t 4„ Natural Ground VARIES 0 02 0.02 0.02 VARIES ]:6 MAX. 0.02 1:6 MAX. 0.06 0.02 TYPE A 0.06 1:6 MAX. 0.02 1:6 MAX CURB & 6" CONCRETE GUTTER 6" CONCRETE SIDEWALK SIDEWALK 12" TYPE B STABILIZATION 12" TYPE B STABILIZATION LBR 40 LBR 40 CURRENT YEAR = 2020 AADT = 33,150 ESTIMATED OPENING YEAR = 2022 AADT = 33,500 ESTIMATED DESIGN YEAR = 2042 AADT = 36,800 K = 9% D = 62.4% T = 4.6% (24 HOUR) DESIGN HOUR T = 4.2% SIGNING AND PAVEMENT MARKING NOTES: 1. SIGNING AND PAVEMENT MARKINGS ARE TO BE REPLACED IN KIND TO MATCH EXISTING. TYPICAL SECTION (N.T.S) GOLDEN GATE PARKWAY (STA. 15+90.00 TO STA. 17+40.70) (STA. 18+92.12 TO STA. 20+48.03) TRAVEL LANES OPTIONAL BASE GROUP 9 WITH TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1 %2') AND FRICTION COURSE FC-12.5 (TRAFFIC C) (1 �1/z') (PG 76-22) PGP = PROFILE GRADE POINT TRAVEL LANE 6' 2'-6" HLDR. PVT. 6" TL-3 GR. W/ 2" MISC. ASPHALT 0.02 0.06 (FR OULDER GUTTER 12" TYPE B STABILIZATION COURSE FC-12.5 LBR 40 C)(PG 76-22) OPTIONAL BASE STRUCTURAL COURSE (TRAFFIC C)(PG76-22) FULL DEPTH SHOULDER DETAIL (RECONSTRUCTION) N.T.S. SEE PLAN VIEW REVISIONS COLLIER COUNTY DATE DESCRIPTION DATE DESCRIPTION • \/ SHEET GROWTH �I2flN.flGE�dENT DEPARTMENT �rT�1T� 7/ �+ 7� �7/�7� ,may NO. ENGINEERING ROAD NO. COUNTY FINANCIAL PROJECT ID T /J-jl C( AL e�' /f� ((� 11 jl Od �' 2122 JOHNSON STREET FORT MYERS, FLORIDA 33901 5 EB 642 & LB 642 C.R. 886 COLLIER JOSHUA J. HILDEBRAND, P.E. NO. 73952 bdm 413012021 8:40:39 AM Default U:\Projects\20210070-000\roadway\TYPSRDOl.dgn 480V BE FPL EXIST. R/W I I DRAINAGE & UTILITY EASEMENT � � TA BARBAR CANAL BEGIN GUARDRAIL TL-3 APPRH. TRANS. EXIST. /W + BFO EXIST. R/W RAI CROWN CASTLE I AGE & UTILITY EASEMENT BFO CENTURY LINK EXIST. SIDEWALK TYPE S GUTTER INLET TO REMAIN CONCRETE APRON PER INDEX 425-040 I BFO \BEGIN 6' SHLDR PAVT. I COLLIER COUNTY IT GUTTEE .. 1 BFO cc BTV CENTURY LINK b CENTURY LINK CONC. S/W 0 10 40 EXIST MIS 480INDEX -425174D CONCRETE APRON PERASPHALT FPLVFeet" - _�Eor�fr sKi$K PAVT. MAT H E CONC. S/W -- BEGIN GR. —r-� TL-3 DiTL. 15" AT — -- _ - - - 71 +75.07 15" RCP @ SO W I2 -- O 456.43 UNPAVED SHLDR _ I I I I I I I I I I 44.22' (LT) EXIST. SIDEWALK TO REMAIN o _ BEGIN PROJECT - A. + 0 TYPE A C&c a� _ I I — -_-- CL CONST.1 o o I I BL-SURVEY GQLDEN + o I I v m MISC. I I YGATE P W6 17 ASPHALT ^' I I - �— -- - 41.__'-------- o ND �R•, _ — --- -- - - - GOLDEN GATE PKWY - EX I T REMOVE L TERMINAL LLEL ry EXIST. C&G APPRH. TRA_ — �, +05.19, 41.28' (LT)w I I TO REMAIN �+72.01 TYPE A C&G ^� 6' UNPAVED SHLDR I I o ---__- -- — 19 —_ -- G CONST. / SURVEY 21 OLDEN GAT P WY I I I __ -- — ... --- I° I I r I I I ° EN�TRAN o I Ill' o _ FAGOLDEN GATE PKWY AP i oo EXIST. SIDEWALK +53— NYPE S dUTTER INLET TO N misc. REMAIN —CONCRETE APRON PER _ — -- EXIST. C&G ASPHALT - — TO REMAIN - - - - -INDEX_. - - - -- --- - I I _ —�__ I I I _= - I I _= I I I I o = =_-- __— I I N —END GR. _ _ END PROJECT J I_ — _ — — +76.39 A N STA. 20+48.03 -- - - CL T. - - ..:. - -B-L-TSU-RKEY- GE I4APPROACh ° I - M - COLLIER COUNTY 45 81' (RT) — _ , , . _..._. +92.04 - v 51. T 4074 6' UNPA8„�V END 6' SHLDR PAVT. +92.12 � MAT H— 8.65' (RT).... - -- \ _ KI — — - - r RDRAIL APPR .TRANS. L-3 SLA TBD - ,-� 14Oc 0;'34 81' R FO A CilN GR a - EXIRVA ST. G' R�RAII COLL- TERMINAL 36" WM:71 BFO +32.52, 42.74' (RT) CITY OF NAPLES TO BE ED I EXIST. / COLLIER COUNT R IC BEGIN 6' SHLDR PAVT. DRAINAGE & UTIL ASEMENT + DRAINAGE & UTILITY EASEMEN EXIST. R/W _ -- -- - - END BRIDGE #TBD BEGIN APPROACH SLAB STA. 18+72.72 8 WM OLL/ER C UNTY _ ,._ _ _ - + 7. _ � � �-- �� C NC. S " - _ a OV E ....... _ g XI�T ------ �lr I �I EXIST. R/W W FP -------- EXIST. R/W TYPES GUTTER IN L EXIST. INDEXETE A 425-0400 PE FPL / N AP R AC S AB END 3RIDGE #T D BLOW BRIDGE #T3D BEGIN APR AC SLAB rl Z6 TA 17 60. 0 S A. 8+ 2.1 26 BEGIA AP R AC S AB E D PP OA H LA VE .: .5 1 STA. 1 +9 .12 Ca e: e 22 22 RO ILO GPADt LI E "? ]8 EGI P 30JECT EA IST fNG. GROUND J 18 BEGN ATI HP XI TE AL N C C NS +) .55 ° (- 2. 00° EN P RO LE 14 TA. 15+ 0. 0 o - - - - - - - ST 2 +4 .0 14 - -- -- - -- - - -- - 4� - -- - -- -- — O M rn 70 O N / + + ^ 6 W a a Lu 6 + - =4 2 iLj DE E SIG . 6 02 OOD FT LL' 2 -2 / -2 -6 / -6 REVISIONS • /l \ COLLIER COUNTY GROWTH MANAGEMENT DEPARTMENT SHEET NO. DATE DESCRIPTION DATE DESCRIPTION ENGINEERING JOHNSON STREET ROAD PLAN _ PROFILE2122 ROAD NO. COUNTY FINANCIAL PROJECT ID C.R. 886 COLLIER FORT MYERS, FLORIDA 33901 EB 642 & LB 642 G V JOSHUA J. HILDEBRAND, P.E. NO. 73952 bdm 413012021 &:40:55 AM Derault U:\Projects\202]UU70-UUU\roadway\PLPHRDOl.dgn I I I I I i I I I I I I I I I I I I I I I I.I it I I I I I I I i I I I I i I I I I i I I I I i I I I I I I I I I I I.ti I I I i I I I I i I I I I i I I I I i I 1 1 7IA I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I "!I I I I 1 Imo! I I I I 1 I I I I 1 1 1 1 1 1 1 1- : I I I I I I I I I I I I I I I I I I I 7IA 1 REVISIONS ENGINEERING 2122 JOHNSON STREET FORT MYERS, FLORIDA 33901 EB 642 & LB 642 JOSHUA J. HILDEBRAND, P.E. NO. 73952 R•dn.SQ AM PH-H chn Ili - COLLIER COUNTY GROWTH MANAGEMENT DEPARTMENT ROAD NO. COUNTY FINANCIAL PROJECT ID C.R. 886 COLLIER CROSS SECTIONS SHEET NO. 7 1� Rim m mm mim tllm IN= mim 01m mm mm 1 I I I I I I I I I I I I I I I I I I I I I I I 11 I I I I I I I I I I I I I I 1 -11 11 - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I 11h 1 REVISIONS DESCRIPTION • /l COLLIER COUNTY SHEET DATE DESCRIPTION DATE \ GROWTH MANAGEMENT DEPARTMENT NO. ENGINEERING ROAD NO. COUNTY FINANCIAL PROJECT ID ACROSS SECTIONS 2122 JOHNSON STREET FORT MYERS, FLORIDA 33901 EB 642 & LB 642 C.R. 886 COLLIER 8 JOSHUA J. HILDEBRAND, P.E. NO. 73952 REVISIONS ENGINEERING 2122 JOHNSON STREET FORT MYERS, FLORIDA 33901 EB 642 & LB 642 JOSHUA J. HILDEBRAND, P.E. NO. 73952 COLLIER COUNTY GROWTH MANAGEMENT DEPARTMENT ROAD NO. I COUNTY I FINANCIAL PROJECT ID CROSS SECTIONS SHEET NO. C.R. 886 1 COLLIER 0 A. DESIGN SPECIFICATIONS: 1. FDOT STRUCTURES MANUAL DATED JANUARY,2020 2. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) LOAD AND RESISTANCE FACTOR DESIGN (LRFD) BRIDGE DESIGN SPECIFICATIONS, STH EDITION. 3. FDOT DESIGN MANUAL DATED JANUARY, 2020. B. GOVERNING STANDARDS AND CONSTRUCTION SPECIFICATIONS: FLORIDA DEPARTMENT OF TRANSPORTATION, FY 2020-21 STANDARD PLANS AND REVISED INDEX DRAWINGS APPENDED HEREIN, AND JULY 2020 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AS AMENDED BY CONTRACT DOCUMENTS. C. VERTICAL DATUM: THE VERTICAL DATUM USED FOR THIS PROJECT IS NAVD 88. D. ENVIRONMENT: BRIDGE NUMBER SUPERSTRUCTURE SUBSTRUCTURE STEEL CONCRETE TBD SLIGHTLY AGGRESSIVE MODERATELY AGGRESSIVE SLIGHTLY AGGRESSIVE E. DESIGN METHODOLOGY: LOAD AND RESISTANCE FACTOR DESIGN (LRFD) METHOD USING STRENGTH, SERVICE AND FATIGUE LIMIT STATES. F. STRUCTURAL ANALYSIS PROGRAM: V-SLAB - VERSION 5 (VARIABLE DEPTH SLAB BRIDGE DESIGN SOFTWARE) G. DESIGN LOADS 1. LIVE LOADS: HL-93 WITH DYNAMIC LOAD ALLOWANCE. 2. DEAD LOADS: 36" SINGLE SLOPE TRAFFIC RAILING 430 PLF 36" SINGLE SLOPE MEDIAN TRAFFIC RAILING 645 PLF REINFORCED CONCRETE 150 PCF FUTURE WEARING SURFACE 15 PSF FUTURE LANDSCAPE MEDIAN ALLOWANCE 5,500 PLF (420 PSF)** ** INDICATES THAT 36" SINGLE SLOPE MEDIAN TRAFFIC RAILING (645 PLF) LOAD SHALL BE REMOVED FROM BRIDGE PRIOR TO INSTALLATION (APPLICATION OF LOAD) OF LANDSCAPE MEDIAN ON BRIDGE. 3. UTILITIES: NO ALLOWANCE FOR UTILITY LOADS HAS BEEN INCLUDED IN DESIGN. 4. WIND LOADS: BASIC WIND IN ACCORDANCE WITH AASHTO LRFD AND STRUCTURES DESIGN GUIDELINES. DESIGN WIND SPEED = 170 MPH (COLLIER COUNTY) 5. SEISMIC LOADS: IN ACCORDANCE WITH AASHTO LRFD AND FDOT STRUCTURES DESIGN GUIDELINES (SDG) 2.3. 6. THERMAL FORCES: SUPERSTRUCTURE MATERIAL TEMPERATURE (°F) MEAN HIGH LOW RANGE CONCRETE ONLY 70 105 35 70 COEFFICIENT OF THERMAL EXPANSION = 0.0000060 PER °F (CONCRETE) IN ACCORDANCE WITH AASHTO LRFD TABLE 3.4.1-1, BASE TEMPERATURE RISE AND FALL HAS BEEN BASED ON 120% OF THE VALUES SHOWN ABOVE. H. MATERIALS 1. REINFORCING STEEL: GRADE 60 CARBON STEEL PER SPECIFICATION SECTION 931. 2. CONCRETE: CONCRETE SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 346. CONCRETE CLASS MIN. 28-DAY COMPRESSIVE STRENGTH PSI LOCATION OF CONCRETE IN STRUCTURE 11 3,400 TRAFFIC RAILING II (BRIDGE DECK) 4,500 APPROACH SLABS IV 5,500 C.I.P. DECK/SUBSTRUCTURE V (SPECIAL) 6,000 PRESTRESSED CONCRETE PILES 3. CONCRETE COVER: CAST -IN -PLACE SUPERSTRUCTURE (TOP OF DECK) 21/z' CAST -IN -PLACE SUPERSTRUCTURE (EXCEPT TOP OF DECK) 2" CAST -IN -PLACE SUBSTRUCTURE (CAST AGAINST EARTH) 4" CAST -IN -PLACE SUBSTRUCTURE (FORMED SURFACES) 3" CAST -IN -PLACE SINGLE SLOPE TRAFFIC RAILINGS (FRONT & BACK) 21/z' CAST -IN -PLACE TRAFFIC RAILINGS (TOP) 2" A. CONCRETE COVER DIMENSIONS SHOWN IN THE PLANS DO NOT INCLUDE PLACEMENT AND FABRICATION TOLERANCES UNLESSSHOWN AS "MINIMUM COVER". SEE SPECIFICATIONS SECTION 415 FOR ALLOWABLE TOLERANCES. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING STEEL ARE TO CENTERLINE OF BAR EXCEPT WHERE CLEAR DIMENSION IS NOTED TO FACE OF CONCRETE. B. PROVIDE 314' CHAMFERS ON ALL EXPOSED EDGES EXCEPT AS NOTED OTHERWISE. I. CONCRETE SURFACE FINISH: 1. APPLY CLASS 2 SURFACE FINISH TO THE EXPOSED FACES OF CONCRETE TRAFFIC RAILINGS, CURB UNDER PEDESTRIAN / BIKE RAILING AND EXPOSED FACE OF BRIDGE FASCIA. 2. APPLY CLASS 4 DECK FINISH TO RIDING SURFACE OF THE CAST -IN -PLACE DECK SLAB. J. PLAN DIMENSIONS: 1. ALL DIMENSIONS IN THESE PLANS ARE MEASURED IN FEET EITHER HORIZONTALLY OR VERTICALLY UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS AND JOINT OPENINGS IN THE STRUCTURE ARE MEASURED AT A MEAN TEMPERATURE OF 70°. K. UTILTIES: FOR PLAN LOCATIONS OF EXISTING UTILITIES, SEE PLAN AND ELEVATION SHEET(S). LOCATIONS OF UTILITIES SHOWN IN THE PLANS ARE APPROXIMATE. L. BRIDGE NAME AND NUMBER: CONTRACTOR SHALL APPLY FOR NEW BRIDGE NUMBER. NEW BRIDGE NUMBER AND NAME - "GOLDEN GATE PKWY OVER SANTA BARBARA CANAL" SHALL BE PLACED ON THE TRAFFIC RAILINGS IN ACCORDANCE WITH THE TRAFFIC RAILING STANDARD PLANS. M. JOINTS IN CONCRETE: CONSTRUCTION JOINTS WILL BE PERMITTED ONLY AT THE LOCATIONS INDICATED IN THE PLANS. ADDITIONAL CONSTRUCTION JOINTS OR ALTERATIONS TO THOSE SHOWN SHALL REQUIRE APPROVAL OF THE ENGINEER. Q. TRAFFIC CONTROL PLANS: SEE TRAFFIC CONTROL PLANS IN THE ROADWAY PLANS FOR DETAILS. R. PHASING OF WORK: WORK PHASING AND PROGRESSION OF THE WORK SHALL CONFORM TO THE TRAFFIC CONTROL PLANS LOCATED IN THE ROADWAY PLANS AND THE NOTES ON THE CONSTRUCTION SEQUENCE DRAWINGS. RE V I S I O N S BRIDGING SOLUTIONS DRAWN BY: COLLIER COUNTY GROWTH MANAGEMENT DEPARTMENT SHEET TITLE STRUCTURAL NOTES (I OF 2 REF. DWG. No. DATE BY DESCRIPTION DATE BY DESCRIPTION CHECKED DESIGNED 8V ROAD N0 COUNTY PROJECT NUMBER pR0. EC NAME REPLACEMENT PROJECT GOLDEN GATE PARKWAY (CR886) OVER SANTA BARBARA CANAL SHEET NO. CR886 j..BRIDGE COLLIER 66066. 16.1 CHECKED BY: 13-1 USER: SHUK4958 1217012020 1:52:59 PM c:\pw work\atknafl0l\wsatkins Shuk4958\dms72694\B1GeneralNotes0l.dgn SCREEDING CAST -IN -PLACE DECK SLAB. SCREED THE RIDING SURFACE OF THE BRIDGE DECK AND APPROACH SLABS TO ACHIEVE THE FINISH GRADE ELEVATIONS SHOWN TN THE PLANS. ACCOUNT FOR THEORETHTCAL DEFLECTIONS DUE TO DECK SELF WEIGHT, DECK CASTING SEQUENCE, DECK FORMING SYSTEMS, CONSTRUCTION LOADS, AND TEMPORARY SHORING, ETC. AS REQUIRED. APPLY A CLASS 4 FINISH ON THE BRIDGE DECK AND APPROACH SLAB SURFACE TN ACCORDANCE WITH FOOT SPECIFICATION 400-15.2.5.1 OR WITH A SIMULATED BROOM FINISH APPROVED BY THE ENGINEER. U. REMOVAL OF EXISTING ROADWAY BRIDGE AND PEDESTRIAN BRIDGE 1. EXISTING ROADWAY BRIDGE SHALL BE REMOVED IN ACCORDANCE WITH THE SPECIFICATIONS SECTION 110. 2. EACH OF THE (2) EXISTING PEDESTRIAN BRIDGES SHALL BE REMOVED AS A UNIT, STORED AND DELIVERED TO A LOCATION IDENTIFIED BY THE ENGINEER AND COLLIER COUNTY. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 30 DAYS IN ADVANCE OF REMOVAL. 2. ASBESTOS SURVEY: A NON-DESTRUCTIVE ASBESTOS SURVEY WAS COMPLETED ON THE EXISTING BRIDGE WHILE IN SERVICE AND FOUND NO ASBESTOS CONTAINING MATERIAL (ACM). THE CONTRACTOR SHALL BE AWARE OF THE POSSIBILITY THAT ACM MAY BE DISCOVERED DURING DEMOLITION OF THE EXISTING BRIDGE. ONE LOCATION ACM IS COMMONLY FOUND IN EXISTING STRUCTURES OF THIS IS IN THE DRAIN HOLES/SCUPPERS. SEE SPECIFICATTONS FOR REQUIREMENTS SHOULD ANY ACM OR SUSPECTED ACM BE DISCOVERED. 3. LEAD BASED PAINT: FOLLOW THE REQUIREMENTS OF THE ENVIRONMENTAL PROTECTION AGENCY (EPA). SEE THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 4. DISPOSAL OF HAZARDOUS MATERIALS: REFER TO SPECIFICAITONS SECTION 110 FOR DISPOSAL OF HAZARDOUS MATERIALS/WASTE. 5. BRIDGE DEBRIS: THE CONTRACTOR SHALL NOTIFY THE COLLIER COUNTY COASTAL ZONE MANAGEMENT SECTION AT LEAST 30 DAYS PRIOR TO THE START OF DEMOLITION ACTIVITIES TO COORDINATE ON THE SELECTION OF CONCRETE AND LIMSTONE DEBRIS TO BE DELIVERED TO THE LOCATION DESIGNATED IN THE SPECIFICATIONS. PREFFERED MATERIALS INCLUDE CONCRETE THAT IS FREE OF ASPHALT AND LIMESTONE WEIGHING APPROXIMATELY 500 POUNDS OR MORE WITH A MINIMUM THICKNESS OF APPROXIMATELY 12 INCHES. CONCRETE SECTION WITH REBAR ARE ACCEPTABLE. MONITOR EXISTING STRUCTURES: 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MONITOR AND MAINTAIN FUNCTIONALITY OF THE EXISTING BRIDGE STRUCTURES DURING PHASE I OF CONSTRUCTION. THE CONTRACTOR SHALL MONITOR EXISTING STRUCTURES IN ACCORDANCE WITH THE SPECIFICATIONS. THE CONTRACTOR SHALL BE REPONSIBLE FOR PREPARING AN EMERGENCY PLAN DETAILING STEPS TO BE TAKEN SHOULD SERVICEABILITY OF THE EXISTING BRIDGES NO LONGER BE MAINTAINABLE IN ITS CURRENT CONDITION. THE EMERGENCYPLAN SHALL BE SUBMITTED TO THE ENGINEER AND THE COUNTY FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. RE V I S I O N S BRIDGING SOLUTIONS wr DRAWN BY: COLLIER COUNTY GROWTH MANAGEMENT DEPARTMENT SHEET TITLE STRUCTURAL NOTES (2 OF 2) REF.DWG.NO. DATE BY DESCRIPTION DATE BY DESCRIPTION CKE CHEDSY: DESIGNED By. ROAD NO COUNTY PROJECT NUMBER pRQ EC NAME l BRIDGE REPLACEMENT PROJECT I GOLDEN GATE PARKWAY (CR886) OVER SANTA BARBARA CANAL SHEET No. CCR886 COLLIER 66066.16.1 cHECKEDB B-2 USER: SHUK4958 1211012020 11:42:49 AM c:\pw_work\atknafl07\wsatkins_shuk4958\dms72694\8]GeneralNotes07.dgn R/W GOLDEN GATE PKWY. (CR 886) , 6% 0 - -th--- Ca REMOVE 00 BRIDGE CR886 & PGL Y a �W - _ Direction of Stationing z Lu Jo — - BEGIN APPROACH SLAI - k.0 STA 17+40.70 cc o -- BEGIN BRIDGE p FFAS END BENT STA 17+60.70 70'-0"+ R/W SANTA BARB, —REMOVE AND STORE EXIST. PED, BRIDGE, DISPOSE FOUNDATION, — — _ mum— • I 'Av I !---------------- ■ I r •► Q DECK AND ' INT. ENT 3 1 --1 APPROACH SLAB- ` IVA � pr r •• SLAB .CH IOn �� , n I �� . I END BRIDGE FFAS ■ BENT 4 �► r 1—�:�s:.x��_ s_:mr�a;i�a��_c_�Irl.:��•��_._..�� •-.I_w_�I�sl■>�I.J��e _ IrAWIV _— MAINTAIN AND PROTECT EXIST. _ WATERLINE CROSSING CANAL I COO SFJPPORT- STRUCTURE W(}-----��_(Ij ----�\ -- - ------W(A)----- R/W GOLDEN GATE PKWY. (CR 886) SEE NOTE-4 FOR UTILTIES ON EXIST. BRIDGE ------- iwBV_ \-1--------- -- NOTES: 1. CANAL BOT., NORMAL WATER AND DESIGN FLOOD ELEV. AS NOTED ON THIS DRAWING AREBASED ON ELEV. NOTED IN AS -BUILT DRAWINGS ADJUSTED FOR DATUM SHIFT. 2. ALL UTILITY LINES MOUNTED ON EXISTING BRIDGE STRUCTURE SHALL BE REMOVED. COORDINATE WITH UTILITY COMPANIES FOR NEW LOCATIONS AND ROUTING SYSTEM FOR THE REMOVED UTILITY LINES. 15 3. ROADWAY AND STRUCTURES DESIGN SHALL BE 10 DEVELOPED TO AT A MIN. MAINTAIN EXISITNG VERTICAL CLEARANCE BETWEEN BOT. OF 5 SUPERSTRUCTURE AND DESIGN FLOOD ELEVATION AT STA. 17+66.54 (OUTSIDE FACE OF EXISTING 0 END BENT-1). EXISTING MIN. CLEARANCE IS ESTIMATED TO BE 5-1" (±) AND SHALL BE CONFIRMED -5 BY CONTRACTOR BASED ON HIS OWN SURVEY. REVISIONS DATE I BY DESCRIPTION I DATE I BV 20'-0" APPROACH EGIN BRIDGE ND BENT-1 37'-0" (SPAN 1) q INT. BENT-2 to N REMOVE A D STORE 'XIST. PED. WING WALL (TYP.) \ BRIDGE, DISPOSE FOV DATIONS ------W(A)-- ----; �� WB� ----•------W(B) - - � SANTA BARBARA I MAINTAIN AIUD--PROTECT EXIST. CANAL — — WATERLINE CROSSING CANAL -- PLAN 111'-0" (OVERALL BRIDGE LENGTH) 37'-0" (SPAN 2) 37'-0" (SPAN 3) INT. BENT-3 AND ITS UPPORT STRUCTURE B-2 Q� 20'-0" APPROACH END BRIDGE END BENT-4 3 II 1 E E r LuM E ; Z — E DESIGN FLOOD 7 EL. 6.02F II I ICONSTRUCT RIPRAP - _ ____ NORMAL WATER I I I (ARTICULATING BLOCK 2 1 16'-0" 16'-0" EL. 3.02FT I' I I I(4" THICKNESS) 10'-0" I I ELEVATION F I I CANAL BOT. I I EL.-1.98FT TYP. (EXISTING BRIDGE NOT SHOWN FOR CLARITY) _ �- BRIDGING DRAWN BY: KNS 10/20 GROWTH Sl, COLLIER COUNTY MANAGEMENT DEPARTMENT DESCRIP710N CHECKEDBY: _SOLUTIONS DESIGNED 8V ROAD N0 COUN7V PROJECT NUMBER ER CR886 COLLIER 66066.16.1 CHECKED BY: LEGEND: EXISTING BRIDGE STRUCTURE TO BE REMOVED ® EXISTING PEDESTRIAN BRIDGE TO BE REMOVED AND STORED 8-# lieAPPROX. LOCATION OF GEOTECH. BORING 15 O TRAFFIC RAILING - (MEDIAN 36" 10 SINGLE -SLOPE) PER INDEX 521-426 5 S O TRAFFIC RAILING - (36" SINGLE- SLOPE) PER INDEX 521-427 0 5 © BRIDGE PEDESTRIAN/BICYCLE RAILING (STEEL) PER INDEX 515-051 PLAN AND ELEVATION (I OF 2) REF. DWG. NO. BRIDGE REPLACEMENT PROJECT SHEET NO. GOLDEN GATE PARKWAY (CR886) OVER SANTA BARBARA CANAL a-3 USER: SHUK4958 1211012020 17:42,52 AM c:\pw_work\atknafl07\wsatkins_shuk4958\dms72694\BIPIanElevOl.dgn Direction of Stationing, - APPROACH SLAB (TYP.) — WING WALL 139'-9" t SANTA --- BARBARA CANAL ,,, ,,,,,,, PLAN �K NOTES: 1. REMOVE EXISTING SLOPE PROTECTION MATERIALS. 2. INSTALL RIPRAP - ARTICULATING BLOCK FOR EXTENTS SHOWN. LEGEND: ® INDICATES EXTENT OF RIPRAP - ARCTICULATING BLOCK WALL RE V I S I O N S BRIDGING wr SOLUTIONS DRAWN BY: COLLIER COUNTY GROWTH MANAGEMENT DEPARTMENT SHEET TITLE PLAN AND ELEVATION (2 OF 2) REF.DwG.No. DATE BY DESCRIPTION DATE BY DESCRIPTION CHECKED9v: DESIGNED BV ROAD NO COUNTY PROJECT NUMBER Pew NAMe BRIDGE REPLACEMENT PROJECT GOLDEN GATE PARKWAY (CR886) OVER SANTA BARBARA CANAL SHEET NO. CR886 COLLIER 1 66066.16.1 DHECNEDBY: B-4 USER: SHUK4958 1211012020 11:42.54 AM c:\pw_work\atknafl0l\wsatkins_shuk4958\dms72694\B1PIanElevOl.dgn 8" 19" CIP CONCRETE SLAB � CR886 &PGL 97-3%2' COPING TO COPING 42'-1 ]/4' 55-2]/4' PHASE I (SUPERSTRUCTURE) PHASE 11 (SUPERSTRUCTURE) 2'.p„ A 12'-0" 74" 8'-2" 12'-0" - 12'-0" - " V-4" 12'-0" 12'-0" 8'-2" 4" 12'-0" SIDEWALK B SHOULDER LANE LANE LANE LANE SHOULDER 8 SIDEWALK Slope: 0.02 Ft/Ft CONST. JT. A Slope: 0.02 Ft/Ftj— Jj u u u Lj u u U Ll Lt- -u/ _u CONST. JT. 24" SQ. PRESTRESSED CONCRETE PILE (INDEX 455-024, TYP.) 44'-2]/4' 53'-2%4' PHASE I (SUBSTRUCTURE) PHASE 11 (SUBSTRUCTURE) 97'-4Y2" INTERMEDIATE PILE BENT CAP "YPICAL SECTION (LOOKING UPSTATION) LEGEND: OA TRAFFIC RAILING - (MEDIAN 36" SINGLE - SLOPE) PER INDEX 521-426 OB TRAFFIC RAILING - (36" SINGLE - SLOPE) PER INDEX 521-427 OC BRIDGE PEDESTRIAN/BICYCLE CR886 & PGL RAILING (STEEL) PER INDEX 515-051 FUTURE TYPICAL SECTION WITH 13'-0" WIDE LANDSCAPE MEDIAN (LOOKING UPSTATION) RE V I S I O N S BRIDGING � SOLUTIONS DRAWN BY: COLLIER COUNTY cHEC"EDBY: GROWTH MANAGEMENT DEPARTMENT DESIGNED 8V ROAD N0 COUNTY PROJECT NUMBER CHECKED BY: i CR886 COLLIER 66066.16.1 SHEET TITLE SECTION THROUGH BRIDGE REF. DWG. NO. DATE BY DESCRIPTION DATE BY DESCRIPTION pRQIECT NAME BRIDGE REPLACEMENT PROJECT L GOLDEN GATE PARKWAY (CR886) OVER SANTA BARBARA CANAL SHEET -5 e-5 USER: SHUK4958 1211012020 11:42.56 AM c:\pw_work\atknafl0l\wsatkins_shuk4958\dms72694\B]TypicalSectionOl.dg, P-2" 6" CURB W/ RAISED SIDEWALK 19" CIP CONCRETE SLAB 6" CURB RAISED SIDEW� 19" CIP CONCRE S! � CR886 &PGL 97-3%2' COPING TO COPING 42'-1 ]/4' 55-2]/4' PHASE I (SUPERSTRUCTURE) PHASE 11 (SUPERSTRUCTURE) 2'.p„ A (— 8'-4" 12'-0" Y 12'-0" - V-4" 12'-0" 12'-0" 8'-4" 12'-8" SIDEWALK SHOULDER LANE LANE LANE LANE SHOULDER SIDEWALK Slope: 0.02 Ft/Ft CONST. JT. Slope: 0.02 Ft/Ft J Lt- _u DCONST.JT. 24" SQ.PRESTRESSE CONCRETE PILE (INDEX 455-024, TYP.) 44'-2]/4' 53'-2%4' PHASE I (SUBSTRUCTURE) PHASE 11 (SUBSTRUCTURE) 97'-4Y2" YPICAL SECTION (LOOKING UPSTATION) � CR886 &PGL FUTURE TYPICAL SECTION WITH 13'-0" WIDE LANDSCAPE MEDIAN (LOOKING UPSTATION) REVISIONS 7DRAWNCOLLIIER COUNTY DESCRIPTION DATE BV DESCRIPTIONBRIDGING GROWTH MANAGEMENT DEPARTMENT _SOLUTIONS DESIGNED BY. ROAD 10 COUNTY PROJECT NUMBER cHECKEDBv: CR886 COLLIER 66066.16.1 INTERMEDIATE PILE BENT CAP LEGEND: OA TRAFFIC RAILING - (MEDIAN 36" SINGLE - SLOPE) PER INDEX 521-426 OC TEXAS STANDARD BARRIER (4'-0") 2" REF. DWG. NO. SECTION THROUGH BRIDGE =GT NAME BRIDGE REPLACEMENT PROJECT SHEET NO. GOLDEN GATE PARKWAY (CR886) OVER SANTA BARBARA CANAL e-5 USER: SHUK4958 1211012020 11:42.56 AM c:\pw_work\atknafl0l\wsatkins_shuk4958\dms72694\B]TypicalSectionOl.d, I II 10'-0"± IJ SIDEWALK � II I II PEDESTRIAN i BRIDGE - R/W LINE I I 1 I PEDESTRIAN -_I BRIDGE REMOVAL - R/W LINE I 65'-0"± 65'-0"± CL CR886, PGL, EXIST. BRIDGE 030123 24'-0"+ 0" 24'-0"± 4'- ROADWAY ROADWAY _ 4 4f t _ _ ccc ccc _ cc ccc cccccpccc�5_ -Li Lt -,-�---HI---�----I---+ J II II II II II II II II II II EXISTING 65'-0"± 65'-0"± CR886, PGL, CL EXIST. BRIDGE 030123 28'-83/4' 24'-0"± 4'-8" SUPERSTRUCTURE REMOVAL ROADWAY TYPE K-TEMP. BARRIER (ANCHORED) cc �cr-c �I---I-I---�----I---+ - -- - - I I I I 4i 23-10" 4'-2"± CUTLINE AT SUBSTRUCTURE REMOVAL EXISTING BENT PHASE 1: DEMOLITION I 10'-01, I SIDEWALK II I L Li II II i 1 I PEDESTRIAN BRIDGE R/W LINE I PHASE 1: DEMOLITION I_ 10'-0" 1. IMPLEMENT WORK ZONE TRAFFIC CONTROL PER M.O.T. I SIDEWALK REQUIREMENTS. II II i 2. PLACE TYPE K TEMP WITH ADHESIVE BONDED ANCHORS. I I - - - - - - - 1 3. REMOVE, STORE AND DELIVER PEDESTRIAN BRIDGE ON NORTH L SIDE OF BRIDGE 030123 PER ENGINEER'S DIRECTION. L I r-0"± PEDESTRIAN 4. PERFORM BRIDGE REMOVAL FOR EXTENTS SHOWN. BRIDGE R/W LINE I 65'-0"± 65'-0"± 43'-s3/8' 4'-113/8' CL CR886 &PGL PHASE I: CONSTRUCTION SUPERSTRUCTURE CONST. SEE NOTE-3 TO W.P. 24'-0" 4'-8" 10'-01, 1. CONSTRUCT FIRST PHASE OF PROPOSED BRIDGE 8" 12'-0" 1'- 27'-11 %i' ROADWAY SIDEWALK © g I 2. CONSTRUCT TRAFFIC BARRIER AND PEDESTRIAN RAILING TYPE K-TEMP, j I 1 AS SHOWN. BARRIER (ANCH D) — - -- C C C C C C c c C C M C f-c C C c �L L � ! 3. PROVIDE MECHANICAL COUPLERS AT CONSTRUCTION JOINT ! IN DECK SLAB. rl ---rl �I I- rl rl 1 I I I I I I I I I I PEDESTRIAN LEGEND: �r BRIDGE u u u tj JAIL lv� -LN! OB TRAFFIC RAILING -(36" SINGLE- 4-2+ R/W LINE SLOPE) PER INDEX 521-427 '- R/W LINE ggt2 j4� CUTLINE AT � SUBSTRUCTURE CONST. EXISTING BENT 1 �C BRIDGE PEDESTRIAN/BICYCLE PHASE 1: CONSTRUCTION RAILING (STEEL) PER INDEX 515-051 I REVISIONS 7DRAWN SHEET TITLECOLLIIER COUNTY REF. DWG. NO. DATE BV DESCRIPTION DATE BV DESCRIPNON BRIDGING GROWTH MANAGEMENT DEPARTMENdPRWECT-E CONSTRUCTION SEQUENCE (1 OF 2) SOLUTIONS DESIGNED BY ROAD NO. COUNTY PROJECTNU MBA BRIDGE REPLACEMENT PROJECT SHEET NO. CHECKEDBY--f: CR886 COLLIER 66066.16.1 GOLDEN GATE PARKWAY (CR886) OVER SANTA BARBARA CANAL B-6 USER: SHUK4958 12/10/2020 11:42:59 AM c:\pw_work\atknafl0l\wsatkins_shuk4958\dms72694\8]Const5eg07.dgn 65'-0"± 65'-0"± CR886 & PGL 12'-0" 25'-10" - 33'-10" SIDEWALK SUPERSTRUCTURE REMOVAL I TYPE K-TEMP. BARRIER (ANCHORED) --1 -1 --1 --1 -- -- 32'-2" R/W LINE SUBSTRUCTURE REMOVAL PHASE II: DEMOLITION I I R/W LINE I 65'-011± 65'-011± I I I I PEDESTRIAN BRIDGE REMOVAL R/W LINE -' J3 —Z%4 SUBSTRUCTURE CONST. R/W LINE PHASE 11: CONSTRUCTION I 65'-0"± 65'-0"± - q CR886 & PGL PHASE 1I: DEMOLITION 1. PLACE TYPE K TEMP BARRIER ON FIRST PHASE OF BRIDGE. CONTRACTOR SHALL PLACE USE CAST -IN -PLACE ANCHORS AND/OR INSERTS TO ANCHOR BARRIER TO NEW DECK. 2. SHIFT TRAFFIC LANES TO SUPERSTRUCTURE CONSTRUCTURED IN THE FIRST PHASE OF BRIDGE AND IMPLEMENT WORK ZONE TRAFFIC CONTROL PER M.O.T. REQUIREMENTS, 3. REMOVE, STORE AND DELIVER PEDESTRIAN BRIDGE ON SOUTH SIDE OF BRIDGE 030123 PER ENGINEER'S DIRECTION. 4. PERFORM BRIDGE REMOVAL FOR EXTENTS SHOWN. PHASE 1I: CONSTRUCTION 1. CONSTRUCT SECOND PHASE OF PROPOSED BRIDGE 2. CONSTRUCT TRAFFIC RAILING, MEDIAN BARRIER AND PEDESTRIAN RAILING AS SHOWN. LEGEND: OA TRAFFIC RAILING -(MEDIAN 36" SINGLE - SLOPE) PER INDEX 521-426 OB TRAFFIC RAILING -(36" SINGLE - SLOPE) PER INDEX 521-427 �C BRIDGE PEDESTRIAN/BICYCLE RAILING (STEEL) PER INDEX 515-051 I .wr�r�.��rw�i vrA� i, viva. I 1, 4„ SHLDR. SHLDR. 8" 12'-0" 1'- 8'-2" 12'-0" 12'-0" 12'-0" 12'-0" 8'-2" P- " 12'-0" 8" C SIDEWALK 8 SHLDR. LANE LANE LANE LANE SHLDR. 8 SIDEWALK C I j li tj tj Li Ll Li Li Li Li Li -i I � I I I I R/W LINE R/W LINE FINAL I I RE V I S I O N S DRAWN BY: SHEET TITLE COII.II,IIER COUNTY �' Dom' N0' DATE BY DESCRIPTION DATE BY DESCRIPTION BRIDGING CONSTRUCTION SEQUENCE (2 OF 2) CHECKED GROWTH MANAGEMENT DEPARTMENT qW SOLUTIONS DESIGNED BV ROAD NO COUNTY PROJECT NUMBER pRQ EC NAME BRIDGE REPLACEMENT PROJECT SHEET NO. CHECKEDBV: CR886 COLLIER 66066.16.1 GOLDEN GATE PARKWAY (CR886) OVER SANTA BARBARA CANAL B-7 USER: SHUK4958 2217012020 11:43:01 AM c\pw_work\atknaf101\wsatkins_shuk4958\dms72694\B1ConstSeg0l.dgn ►9 20f- -. 30 40�- - 50 F 70 F F; o W 90 UL Z a w 0 1 SOIL PROFILES B-1 1 1 1 N 13 J With Limestone Fragments I:I.I I:I:I 8 7 6 ] With Organics I I I:I:I 7 With Limestone Fragments I:I 3 With Shell Fragments & WLS I : 1 With Trace of Shell Fragments 1 ] & WLS 2 With Shell Fragments & WLS 5 With Shell Fragments 15 15 15 I I With Shell Fragments & WLS I:I:I I:I:I 14 I: 9 30 With Shell Fragments 21 27 14 With Shell Fragments & WLS 20 28 ] With Shell Fragments I: 1 : 1 12 ] With Some WLS I 1 I 1 : 1 : 1 : I I I 12 With Shell Fragments & WLS 111 14 With Some Shell Fragments & ]WLS 07/27/2020 B-2 N A 1 -, I With Some Rock Fragments 7 J 9 ] With Shell & Limestone Fragments Q 20 Highly Organic 200=16.7% 55 ] With Shell Fragments & WLS 4 ] With Some WLS O 7 With WLS 200=292% 5 With Shell Fragments & WLS 9 3 19 7 O 8 With Shell Fragments 38 25 28 6 25 O 13 With Shell Fragments & WLS 15 .I rl:l 16 O rill 14 07/24/2020 SOIL PROFILE LEGEND SOIL LEGEND Brown. Gray. Light Gray. Tan, B-X = BORING NUMBER OELoose SAND (SP) to Dense SOIL TYPE Q N = SIT TEST VALUE m GROUND WATER N Brown. Light Brown, Light Gray, LEVEL — J 02 I I Slightly Silty SAND SP-SM) Very Loose to Very�ense INDICATES PRACTICAL I REFUSAL TO BORING EQUIPMENT Brown, Light Gray to Dark Gray, = INDICATES GRADUAL TRANSITION Silty SAND (SM)) O Very Loose Medtvm Dense IN SOIL TYPES Io NOTES: Gray N- STANDARD PENETRATION RESISTANCE TEST ® SILT f Very SOfl (SPT) VALUE- NUMBERS TO THE RIGHT OF I�LfIWIJI BORINGS INDICATE SPT VALUE FOR 12-INCHES OF PENETRATION (UNLESS OTHERWISE NOTED). Light Gray to Dark Gray. WEATHERED LIMESTONE (WLS) O WOH - BORING INTERVAL ADVANCED UNDER Very Soft to Soft WEIGHT OF HAMMER. WOR - BORING INTERVAL ADVANCED UNDER WEIGHT OF ROD. LFC - LOSS OF DRILLING FLUID CIRCULATION. WLS- WEATHEREDI.IMESTONE HA - HAND AUGER SOIL CLASSIFICATION CORRELATION OF N . VALUES WITH RELATIVE CORRELATION OF N - VALVES WITH DENSITY AND CONSISTENCY HARDNESS DESCRIPTION COHESIONLESS SOIL SILTS AND CLAYS LIMEROCK N - VALUE RELATIVE DENSITY N - VALUE CONSISTENCY N - VALUE RELATIVE DENSITY 0-3 VERY LOOSE D- I VERY S6p7T 0 - 19 VERY SIFT 4-8 LOOSE 2.4 SOFT 20-49 SOFT 9- 24 MEDIUM DENSE 5-6 FIRM 50 - IOD MEDIUM HARD 25 •40 DENSE 7.12 STIFF 50 FOR 3 TO 5" MODERATELY HARD OVER 46 VERY DENSE 13-24 VERY STIFF 50 FOR 0 TO 2" HARD OVER 24 HAR! APPROXIMATE APPROXIMATE APPROXIMATE FINES MODIFIERS SHELL MODIFIERS ORGANIC CONTENT MODIFIERS CONTENT CONTENT 5% TO 151A SLIGHTLY SILTY OR SLIGHTLY CLAYEY 0% TO 5% WITH A TRACE OF SHELL 0% TO 5% WITH A TRACE 16% TO 25% SILTY OR CLAYEY 6%TO 12% SLIGHTLY SHELLY S%T020% WITH ORGANICS 26%TO 4S% VERY SILTY OR VERY CLAYEY 13%TO 3111% SHELLY 20%TO 75% HIGHLY ORGANIC 31% TO 50% VERY SHELLY 75% TO 100% PEAT DEFINITION OF DESCRIPTIVE TERMS OF MODIFIERS FOR SILTSICLAYSISHELLS'GRAVELS ARE DESCRIBED AS FOLLOWS PERCENTAGE OF MODIFIER MATERIAL FIRST QUALIFIER- SECONID QUALIFIER O.5 WITH A TRACE OF -MODIFIER WITH TRACE 1 - 12 SLIGHTLY • MODIFIER • Y WITH A LITRE 12-30 MODIFIER + Y WITH SOME 30-50 VERY + MODIFIER +V AND F2E V I S I O N S BRIDGING � SOLUTIONS DRAWN BY: COLLIER COUNTY GROWTH MANAGEMENT DEPARTMENT SHEET TITLE REPORT OF CORE BORINGS REF. DWG. NO. CAIE BY DESCRIPTION DATE BY DESCRIPTION CHECKEDBY: DESIGNED 1Y.ROAD NO COUNTY PROTECT NUMBER pRaECT NAME BRIDGE REPLACEMENT PROJECT GOLDEN GATE PARKWAY (CR886) OVER SANTA BARBARA CANAL SHEET NO. CR886 COLLIER 66066. ]6. ] CHECKED BY : B-8 USER: SHUK4958 1211012020 11:43:05 AM c\pw_work\atknafl0l\wsatkinS_Shuk4958\dms72694\BlReportofCoreBoring501.dgn W U R Direction oFDirection of Stationing Ln ko BEGIN BRIDGE FFAS END BENT 1 STA. 17+60.70 - CR886 & PGL J P. � SANTA BARBARA CANAL R/W 24" SQUARE 24" SQUARE 24" SQUARE 24" SQUARE PILES PILES PILES PILES J. � II L I W U 0. ¢ , L I � 1 INT. BENT 2I INT. BENT 3 L (� STA. 17+97.70 Ll STA. 18+34.70 Ej -- ;- -- --C—rJ r L l� 1 {I r �-1 J , 1 0 I r `, J J II 5'-0"+ G r O I 1 r 5'-3"± 1 33'-4" 2P-6" I, 22'-0" 33'-4" PLAN a m 0 -�K - W V) a END BRIDGE FFAS END BENT 4 STA. 18+71.70 Lu Ln ¢ a LEGEND: r APPROXIMATE LOCATION OF EXISTING PILES 24" SQUARE PRESTRESSED CONC. PILES 24" SQUARE PRESTRESSED CONC. TEST PILES RE V I S I O N S BRIDGING SOLUTIONS DRAWN BY: COLLIER COUNTY GROWTH MANAGEMENT DEPARTMENT SHEET TITLE FOUNDATION PLAN REF. DwG. No. DATE BY DESCRIPTION DATE UV DESCRIPTION cHECKEDBv: DESIGNED BY ROAD N0 COUNTY PROJECT NUMBER pRaEC uAHE BRIDGE REPLACEMENT PROJECT GOLDEN GATE PARKWAY (CR886) OVER SANTA BARBARA CANAL SHEET NO. I CR886 COLLIER 66066.16.1 CHECNEDBY: B-9 USER: SHUK4958 1211012020 11:43:14 AM c:\pw_work\atknafl0]\wsatkins_shuk4958\dms72694\8]FdnLayout0l.dgn PILE DATA TABLE Table Date 01101116 INSTALLATION CRITERIA DESIGN CRITERIA PILE CUT-OFF ELEVATIONS z 0 PIER NOMINAL NOMINAL MINIMUM TEST REQUIRED REQUIRED FACTORED FACTORED TOTAL NET 100-YEAR ~ or PILE BEARING UPLIFT TIP PILE JET PREFORM DESIGN DESIGN DOWN SCOUR SCOUR SCOUR LL' � SIZE UPLIFT DRAG 0- a PILES 1 THRU 13 BENT RESISTANCE RESISTANCE ELEVATION LENGTH ELEVATION ELEVATION LOAD RESISTANCE RESISTANCE ELEVATION a � NUMBER (1n') (tons) (tons) (ft.) (ft.) (ft.) (ft.) (tons) LOAD (tons) (tons) (tons) (ft.) (tons) m END BENT 1 24" 124 N/A -38 63 N/A -4 80 N/A N/A TBD TBD TBD 0.65 N/A INT BENT 2 24" 189 N/A -46 71 N/A - 119 N/A N/A TBD TBD TBD 0.65 N/A ALL PILES - TBD INT BENT 3 24" 288 N/A -42 67 N/A - 119 N/A N/A TBD TBD TBD 0.65 N/A END BENT 4 24" 124 N/A -36 61 N/A -4 80 N/A N/A TBD TBD TBD 0.65 N/A SCOUR DESIGN NOTES: SCOUR DESIGN ELEVATION DETERMINED BY DESIGN -BUILD TEAM FOR SHALL INCLUDE A 2FT ALLOWANCE FOR FUTURE DREDGING OF THE CANAL BOTTOM FOR CANAL MAINTENANCE PURPOSES. Factored Design Load + Net Scour Resistance + Down Drag i <_ Nominal Bearing Resistance UPLIFT RESISTANCE - The ultimate side friction capacity that must be obtained below the 100 year scour elevation to resist pullout of the pile (Specify only when design requires uplift capacity). TOTAL SCOUR RESISTANCE - An estimate of the ultimate static side friction resistance provided by the scourable soil. NET SCOUR RESISTANCE - An estimate of the ultimate static side friction resistance provided by the soil from the required preformed or jetting elevation to the scour elevation. 100-YEAR SCOUR ELEVATION - Estimated elevation of scour due to the 100 year storm event. PILE INSTALLATION NOTES [Notes Date 7-01-13]: Contractor to verify location of all utilities prior to any pile installation activities. Minimum Tip Elevation is required for lateral stability. When a required jetting elevation is shown, the jet shall be lowered to the elevation and continue to operate at this elevation until the pile driving is completed. If jetting or preforming elevations differ from those shown on the table, the Engineer shall be responsible for determination of the required driving resistance. No jetting will be allowed without the approval of the Engineer. The Contractor should not anticipate being allowed to jet piles below the 100-year scour elevation or required jet elevation, whichever is deeper. At each Bent, pile driving is to commence at the center of the Bent and proceed outward. RE V I S I O N S BRIDGING SOLUTION SWF DRAWN BY: COLLIER COUNTY GROWTH MANAGEMENT DEPARTMENT SHEET TITLE PILE DATA TABLE REF. Dwc. No. DATE BY DESCRIPTION DATE BY DESCRIPTION CHECKEDBY: DESIGNED ROAD NO. COUNTY IRO JECTNUNEER PRaECTNAME BRIDGE REPLACEMENT PROJECT GOLDEN GATE PARKWAY (CR886) OVER SANTA BARBARA CANAL SHEET NO. 66066.16.1 DHECREDBY:�CR886OLLIER B-10 USER: SHUK4958 1211012020 11:43:16 AM c:\pw_work\atknafl0l\wsatkins_shuk4958\dms72694\8]FdnLayout0l.dgn � CR886 & PGL 97'-4Vi' 44'-2V4' FACE TO FACE PHASE I A BENT CONST. JT. _i Slope: 0.02 Ft/Ft �r m L o a zz oz LA J ul U U J 17;\ �Q 1 O n PILE -4 g �A - �8Y—�- 12 SPACES @ 7'-8" = 92' 0" SPACING ELEVATION (INT. BENT 2 SHOWN, INT. BENT 3 SIMILAR) 48'-8Y4' L 53-2V4' PHASE II Slope: 0.02 Ft/Ft_'_ 24" SQ. PRESTRESSED CONCRETE PILE, (TYP.) 48'-8V4' CONC. Lu PILE c o z BENT 1 CONC. PILE o p'-8Y4 SECTION A -A BEARINGS 4'-6" BENT ONST. JT. INT. BENT AND PILESI----�� -- � � ^� 1 I--�—�-�---- j—I 11 i —i j-�--`—�-�- 1 J fL 8 ] 82 83 fL B4 B5 B6 fL B7 B8 B9 810 811 812 813 B 14 815 816 817 818 819 820 FSB SPACING -4zV I I I IF@ 92'-7V' 20 I I I 4Vz 'ry PLAN (INT. BENT 2 SHOWN, INT. BENT 3 SIMILAR) � CR886 & PGL 99-4Y,' PILE SPACING �� BEARINGS END BENT ND PILES - Lo J B1 Q FSB SPACING z 45'-2Y4' FACE TO FACE 54'-2V4' fl PHASE I A PHASEII fl II Slope: 0.02 Ft/Ft BENT CONST. JT. ------------------ p - - - - - Slo e:- 0.02 =Ft/Ft II ---------------------------------------- d--- -- I — M iLi —7 Li Lj*"A_ j o z jA 24" SQ. PRESTRESSED 3'-8Y4' 12 SPACES @ 7'-8" = 92'-0" CONCRETE PILE, (TYP.) . 13-8Y4' T C LCV Mi IVIV (END BENT 1 SHOWN, END BENT 4 SIMILAR) 49'-8V4' 49'-8Y4' BENT ONST. JT. ' -- -�_�� —I- I=�_ I — - -1 —f - r-�- I— - L_;�-L L 11- L _ q B2 B3 fL B4 fL B5 fL B6 B7 fL B8 fL B9 �� B10 B11 �� B12 �fL B13 B14 �� B15 �� B16 �� B17 B18 �� B19 �� B20 --{ I-4 3-4Y F@ ±-7Y "i 1 PLAN (END BENT 1 SHOWN, END BENT 4 SIMILAR) REV I S I O N S DRAWN BY: COLLIER COUNTY SHEET TITLE REF. DWG. NO. DESCRIPTION DATE BY DESCRIP110N BRIDGING CH�E7Dl GROWTH MANAGEMENT DEPARTMENT TYPICAL BENT PLAN, ELEVATION AND DETAILS qW SOLUTIONS DED 8V ROAD N0 COUNTY PROJECTNU MBA pRQ EC NAME BRIDGE REPLACEMENT PROJECT SHEET NO. CHECKED BY: CR886 COLLIER 66066.16.1 GOLDEN GATE PARKWAY (CR886) OVER SANTA BARBARA CANAL e-11 USER: SHUK4958 1211012020 11:43:18 AM c:\pw_work\atknafl01\wsatkins_shuk4958\dms72694\Bl BentDtls0l.dgn B TYPE 1 TYPE 10 A B TYPE 17 E LL U 0 8 TYPE 25 C 71 B No. of Laps = N TYPE 2 B TYPE 1 I A G B TYPE 18 B QF � L -1 E TYPE 26 B C C Threads TYPE 34 ca H TYPE 40 ARC = g U I I m TYPE 3 D R 1-- TYPE 12 B C 0 _ � w --F TYPE 19 C A � G m TYPE 4 Lz�N OD TYPE 13 w LE I: �Cln w C D TYPE 27 B C F 0 TYPE 20 D C w TYPE 28 TYPE 5 L 0 �L TYPE 14 C D E m TYPE 6 c, O L D N B TYPE 15 B C ILL, L F TYPE 21 m D TYPE 29 E B F w 0 B C TYPE 22 w w `0 D C TYPE 30 C C D F E E m O m TYPE 7 TYPE 8 H D. B. C . B D. B TYPE 16 L CnR= AaIf Cirex B m C)R=C TYPE 23 TYPE 24 w w ap D C TYPE 31 E B-1 Spiral D B 0 O p U D 8 E �-=-1 Outside Core Diameter TYPE 35 TYPE 36 TYPE 37 TYPE 38 TYPE 39 Number of Beams or Walls = N Number of D's = N-1 Number of B's = 2N-1 Number of C's = N-1 45° Typical B D F K C E H No. of Laps = N TYPE 41 C m TYPE 32 D E A G U TYPE 9 C . B. D. B. F Number of Beams or Walls = N Number of D's = N-1 Number of B's = 2N-2 Number of C's = N-2 45' Typical 8 C A Threads Style 6 = No Hook TYPE 33 C = Pitch B = Overall Height D = Spirals shall be ASTM A615 Grade 60 plain or deformed bars or ASTM A1064 plain or deformed steel wire. N = Total number of closed turns at Top and Bottom of columns Splices may be accomplished by lapping 1.5 turns. Cost of Channel Spacers and Splices shall be included in the Contract Unit Price for Reinf. Steel (Substructure) H C B. D B E w L�— 0 m TYPE 42 TYPE 43 HOOK DETAILS Detailing Dim, Hook Detailing Dim. A or G d o -- Q 180' 90, BAR SIZE D 180' HOOKS 90' HOOKS A OR G J A OR G #3 2 4" 51, 3„ 61, #4 3" 61, 4" 8" #5 3%" 7" 5" 10" #6 42" 8" 6" 1'-0" #7 54" 10" 7" P-2" #8 6" IV 8" F-4" #9 92" 1'-3" 114" 1'-7" #10 10%" 1'-5" 1'-14" 1'-10" #11 12" 1'-7" 1'-2%" 2'-0" # 14 18 4" 2'-3" 1'-9 4" 2'-7" #18 24" 3'-0" 2'-42" 3'-5" STYLE 1 3 Aorta o L 0 0 = Q _ D � 0 O o D o d o d D O Q D 90, 135' STIRRUPS (TIES SIMILAR) STIRRUP & TIE HOOK DIMENSIONS 90' HOOKS 135' HOOKS BAR D SIZE A or G A or G H #3 12" 4" 4" 22" #4 2" 42" 42" 3" #5 22" 6" 52" 3%" #6 42" 1'-0" 8" 42" #7 5%' P-2" 91, 54" #8 6" V-4" 102" 6" STYLE 4 5 STYLE 6 = NO HOOK * Dimension is approximate. Hook Styles Detailed on this sheet are for Illustration Only. Actual Hook Style for any particular bar will be shown under A or G Heading on REINFORCING BAR LIST sheet(s) in Structures Plans. All Dimensions are out -to -out. NOTE: For Bar Dimensions See REINFORCING BAR LIST Sheet(s) in Structures Plans. LAST DESCRIPTION: FY 2020-21 INDEX SHEET REVISION FDOTT BAR BENDING DETAILS (STEEL) 415-001 1 of 1 11101116 W STANDARD PLANS z ,lEQUEST FOR PROFESSIONAL SERVICES GOLDEN GATE PARKWAY OVER SANTA BARBARA CANAL BRIDGE REPLACEMENT RPS NO.: 21-7857 FEBRUARY 19, 2011 t k Cover Letter I.Ability of Professional Personnel Team's Level of Experience.................................................................................................................................. 1 OrganizationalChart.............................................................................................................................................. 3 KeyPersonnel.......................................................................................................................................................4 Resumes............................................................................................................................................................... 7 2. Certified Minority Business Enterprise........................................................................................... 25 3. Past Performance ProjectExperience.............................................................................................................................................. 26 Reference Questionnaires 4. Location 5. Recent, Current, and Projected Workloads of the Firm 6. Required Form Submittals Vendor Checklist Form 1: Vendor Declaration Statement Form 2: Conflict of Interest Affidavit Form 3: Immigration Affidavit Certification & E-verify profile Form 4: Vendor Submittal - Local Vendor Preference Certification Vendor Substitute W-9 Corporation Annual Report Addendums Other: Licenses, Certifications 38 40 Collier County I RPS No. 21-7857 1 February 19, 2021 MTh°"' 0 Marin � Design Build -Step 1 -Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement ti0n V conStru February 19, 2021 .� Thomas Collier County Government, Procurement Services Division price tjan 3295 Tamiami Trail East, BLDG C-2 Canstrll Naples, FL 34112 Re: RPS 21-7857: Design Build - Step 1 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement Dear Selection Committee: Please consider selecting Thomas Marine Construction, Inc (TMC) in association with Bridging Solutions, LLC (BSLLC) and Johnson Engineering, Inc. (JEI) to advance to Step 2 of this RPS for reasons that include: 1. Kevin C. Shimp, PE will serve as the Construction Project Manager for TMC and Ralph Verrastro, PE will serve as the Design Project Manager for BSLLC and JEI. All technical communications from the County will be directed to Kevin and Ralph for dissemination to the rest of the team. Kevin's mobile phone number is (239) 707-0096 and his email address is kcshimpC@aol.com. Ralph's mobile phone number is 239-216-1370 and his email address is ral h bridging-solutions.com. 2. TMC has saved Collier County significant money and time on numerous past Design -Build (DB) and Design -Bid - Build (DBB) projects. In 2011, the Design Build Team led by TMC was selected by Collier County for a project that included the replacement of two (2) bridges on Golden Gate Boulevard. TMC's price was $4.1 mil compared to the bid proposed by the 2nd ranked DB team at $5.8 mil. In addition, recently TMC was the apparent low bidder on Collier County's most recent DBB project for the replacement of two (2) bridges on Immokalee Road. For more than 20 years TMC has performed more low bid bridge work by far than any other contractor in the borders of Collier County. In addition to given advantageous pricing Thomas Marine consistently produces quality bridges thus providing exceptional value to the taxpayers and private owners. 3. TMC, BSLLC and JEI combined have worked together on numerous bridge replacement and bridge rehabilitation projects in Southwest Florida for over 16 years which are also documented in this EOI. The following list provides some similar recent design build bridge projects in southwest Florida in just the last 5 years: a. Lee County Complete Streets Project, Daniels Parkway, Lee County, FL b. Elkcam Waterway Water Control Structure, Charlotte County, FL c. Bridge Way Villas Bridge Superstructure Replacement, Collier County, FL d. Founders Square Entrance Bridge, Collier County, FL e. Addison Place Entrance Bridge, Collier County, FL f. Riverstone Community Bridge, City of Lakeland, FL g. Charter School of Collier County Entrance Bridge, Collier County, FL h. Babcock Ranch Entrance Bridge, Charlotte County, FL i. East Fork Creek Farm Bridge Replacement, Lee County 4. The extensive past experience and knowledge of our DB team (which is fully documented in this EOI) will provide the County with the leadership required for a successful bridge replacement project - no learning curve. 5. The headquarters offices for TMC, BSLLC and JEI are in Lee and/or Collier County in close proximity to the project location and the county staff offices. 6. Our DB team members value our relationship with Collier County and will strive to function as a seamless extension of the County's engineering and maintenance staff as part of this bridge replacement project. 7. TMC, BSLLC, and JEI in association with Universal Engineering are prequalified by the FDOT in all the design and construction work categories that will be required for this project. We perform similar projects for FDOT with regularity. 8. BSLLC is very familiar with the existing bridge deficiencies as a result of structural engineering consulting services they performed for Collier County when the County received a Required Prompt Corrective Action (RPCA) letter from FDOT. BSLLC inspected the bridge, reviewed the FDOT load rating calculations and provided a letter report that served as a means to mitigate the RPCA. This familiarity will provide the TMC DB team with an advantage over our competition in the event a temporary repair is required prior to the replacement. The TMC, BSLLC and JEI team are genuinely excited about the prospect of working with Collier County to design and perform the construction required to replace the Golden Gate Parkway Bridge over the Santa Barbara Canal. We would take great pride in participating in the restoration of this local asset where we live and work. We appreciate the opportunity to present our qualifications to you and please contact us if you have any questions. TH, CONSTRUCTION, INC f Key 111 CGC Pre Sincerely, BRIDGING SOLUTIONS, LLC. Ralph Verrastro, PE Principal JOHNSON ENGINEERING, iNC. 1�;_� Ryan Bell, PE, PTOE, Director of Transportation 9009 High Cotton Lane Fort Myers, FL 33905 1 6001 Shirley Street, Naples, FL 34109 I.-horflas �t ion coor tru Team's Level of Experience The Thomas Marine Construction, Bridging Solutions, LLC, and Johnson Engineering design -build (DB) team is highly qualified for this project. All three firms have completed many projects with similar components in Southwest Florida, have knowledge and experience working with Collier County, and understand the local construction and regulatory conditions. This team has worked together on many projects for clients throughout Southwest Florida and enjoys a productive working relationship with highly effective synergy. The County will greatly benefit from our combined experience, capabilities, and resources that will ensure the success of this project. Thomas Marine Construction was founded in 1982 by its former owner, Dean C Thomas, PE. The company has been based at 8999 High Cotton Lane, Fort Myers, FL since its first permanent office was built in 1985. In 2007 Dean Thomas, wishing to retire, sold the stock in the Florida Corporation that is Thomas Marine to Owen Ames Kimball Company in a carefully arranged transaction that allowed TMC's day to day operation to continue unchanged. The home office of Thomas Marine is mostly independent of the parent company, but benefits from the exceptional insurance, bonding capacity, and employee benefits of the parent. We offer personalized small company service yet are backed by 130 years of employee owned stability and financial strength. Thomas Marine Construction is led by Kevin Shimp, PE, president, and Mark Mabee, vice president. Each of the division's bridge or roadway crews is led by a superintendent with a range of experience from 18 to 32 years. The company retains approximately 35 additional employees including equipment operators, carpenters, laborers, mechanical support, truck drivers, accounting staff, and an EEO officer many of whom have been employed by the company for many years. Thomas Marine Construction owns all the equipment needed to construct the work for which it is prequalified. The list of equipment on our job sites every day include friction cranes, pile hammers, sheet pile hammers, three bridge deck screed machines, excavators, a long stick excavator, demolition hammers, front end loaders, compaction equipment, motor graders, dozers, dump trucks, specialized steel and modular forms, sectional barges, trucks, welders, and generators. Each crew is a self-sufficient entity which could be working miles from the nearest power source or in the middle of town. The company has constructed bridges, built complex water control structures, dredged waterways, installed drainage, and moved earth while constructing civil structures across all of the SW Florida area for nearly every governmental body (local, state and federal) in our geographic area. In recent years TMC added roadway, excavation, and drainage work to our highway bridge self -perform capabilities and is Prequalified by FDOT in each work class. As a result TMC offers significant cost and scheduling advantages to its clients. On many of the projects Thomas Marine has constructed, the company's involvement and assistance began at the concept phase and worked all the way through final construction. The company is run by civil engineers and as such has been successful at many design build projects. Even when projects are not design build, Thomas Marine's "whole project approach" enables the company to foresee permitting and design challenges in the planning stage, thus avoiding costly changes once construction is underway. Few local companies claiming bridge design -build project experience have the manpower, expertise, experience, and equipment Thomas Marine Construction possesses for this specific project. Bridging Solutions, LLC provides specialized bridge and structural engineering services in the Land Development and Transportation market sectors throughout Florida. The firm's clients include FDOT, local municipalities, land development firms, contractors, community associations and other engineering firms. Structural engineering services include vehicular and pedestrian bridges, retaining walls, sea walls, box culverts, drainage structures, and transportation traffic signal structures. Services cover both new design and the evaluation and rehabilitation of existing structures including inspections during construction. We are pre -qualified by FDOT to provide structural engineering services in the following work groups: 4.1.1 - Miscellaneous Structures, 4.1.2 - Minor Bridge Design, 5.1 - Conventional Bridge Inspection, and 5.4 - Bridge Load Rating. Collier County I RPS No. 21-7857 1 February 19, 2021 ez'rnoAls r4priogioo Design Build - Step 1 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement � Co�stru� )hnson Engineering, Inc. is a full -service engineering firm founded in 1946 and based out of )rt Myers with satellite offices located in other municipal areas throughout Southwest Florida. )hnson Engineering provides the capabilities and resources of large firms and the agility and sponsiveness of a small firm. Johnson Engineering's extensive suite of in-house design and igineering services will provide the County with a one -stop shop for all design and technical ;pects of this project. We anticipate that our transportation group will provide the core services for is project. Our utilities, planning, survey, environmental and drainage groups will provide support id input as needed. Commitment to Team Collaboration Proximate to the Project Site We are committed to collaborating as a team. All three firms have experience working together on projects in Southwest Florida as the chart below shows a sampling of the projects the team has worked on in the past together. Team Collaboration Thomas Johnson Bridging Marine Engineering Solutions Project Name Client/Owner Lee County Complete Streets ✓ ✓ Lee County MPO Elkcam Waterway Water Control Structure ✓ ✓ Charlotte County Bridge Way Villas Bridge Superstructure Replacement ✓ ✓ Collier County Founders Square Entrance Bridge ✓ ✓ Barron Collier Companies Addison Place Entrance Bridge ✓ ✓ Barron Collier Companies Riverstone Community Bridge ✓ ✓ City of Lakeland Charter School of Collier County Entrance Bridge ✓ ✓ Ryan Companies Babcock Ranch Entrance Bridge ✓ ✓ Kitson & Partners East Fork Creek Farm Bridge Replacement ✓ ✓ East Fork Creek Farm D/B Golden Gate Blvd. (Miller Canal & GG Main Canal Phase 1) ✓ V/ Collier County D/B Golden Gate Blvd. (GG Main Canal Phse 11) ✓ ✓ Collier County D/B Golden Gate Blvd. (Miller Canal Phase 11) ✓ Collier County Immokalee Rd. Animal Crossing & Box Culvert Extensions ✓ ✓ Collier County Immokalee Rd. Box Culvert & Flood Gates over Cypress Canal Collier County Collier County I RPS No. 21-7857 1 February 19, 2021 ez'rnoAlgs r4prio ioo Design Build - Step 1 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement � Co�stru� Organizational Chart CONSTRUCTION TEAM Thomas IN Marino ction gamitro Kevin ShimR PE, CGC Construction Project �12 ENGINEERING James"Vee" Lofton Contractor Quality Control Thomas Man gonsruction t� Mark Mabee Vice President / Project Manager i, CAPITAL Adam Ahmad, PE, AICP, CGC Construction Aerial Drone Photography County Thomas §10gons Maritrn act Kevin ShimR PE, CGC Project Manager / Principal -in- Charoe .�.rnomas Marine ction Constru Darren Watkins, EI General Superintendent .- Thomas Mann action Door Sam Mathews Project Superintendent I .� Thomas Marin ;onstr action LMM DESIGN TEAM _ABRIDGING Wir SOLUTIONS RalphVerrastro, PE Design Project Manger �Zlzl ENGINEERING Josh Hildebrand, PE, PTOE Tremayne Whitfield Leah Holmes, PE Roadway/Civil Engineer ENGINEERING AndrewTilton, PE RickAcosta, PE, CFM Drainage �12 Field Crews ENGINEERING Laura DeJohn,AICP Public Outreach Support �1�1!lSCiIn ENGINEERING GuyAdams, PSM Survey A BD DGII G Rolando Corsa, PE Bridge FOR �1�1ll�Ci12 ENGINEERING Michael Dickey, PE Billy Saum, PE Utilities • I® E Laura Herrero, CE Environmental �m Jeff D'huyvetter,PE Geotechnical Collier County I RPS No. 21-7857 1 February 19, 2021 y hO marne t;on 3 Design Build - Step 1 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement y Gonstruc owS Kevin Shimp, PE, CGC ripe ,p� Construction Project Manager/Principal-in-Charge tru�t� n5Kevin joined Thomas Marine Construction in 1998 as an estimator and project manager. He has estimated and managed various heavy civil structure and roadway projects with a focus on bridge construction since that time. In 2007 Kevin was promoted to President of TMC. He is responsible for all daily business operations and field construction from estimating through project close out on projects large and small. In his experience Kevin has successfully managed many design -build projects starting with SR80, one of FDOT's pilot design -build projects in 2003. Since that first project, Kevin has been lead or a team participant in over 17 additional design -build civil works projects. Kevin is familiar with all aspects of bridge construction including permitting, design, roadway construction, drainage, and supporting utilities installation BRIDGING Ralph Verrastro, PE SOLUTIONS Design Project Manager Ralph Verrastro, PE specializes in the design, inspection, evaluation, technical supervision, and quality assurance/quality control for new and rehabilitation bridge projects. He graduated with a BS in Civil Engineering from Cornell University in 1976. His career includes bridge design experience throughout the United States and he is a registered Professional Engineer in 37 states. Mr. Verrastro is a technical expert in the use of fast - track repair/replacement methods using prefabricated bridge components also known as Accelerated Bridge Construction. He frequently provides technical presentations on engineering topics at industry conferences including the International Bridge Conference. Mr. Verrastro is the past President of the FES Calusa Chapter, past State Director, past Zone VI Vice President and past ACEC-FL Region 6 Director. In 2018, Mr. Verrastro was selected to receive the statewide Engineer of the Year Award by the Florida Engineering Society. Rolando Corsa, PE (Bridging Solutions) Bridge Engineer of Record Mr. Corsa has been a bridge engineer since 2000 and is currently a Senior Bridge Engineer with Bridging Solutions, LLC. After graduation from University of South Florida in 2000, his experience in bridge engineering has involved: the design of new bridges and transportation signal/sign structures; inspection and rehabilitation of existing bridges; and the inspection and load rating of bridges per FDOT requirements. He is also a Certified Bridge Inspector (CBI). His new bridge design experience has included simple and complex superstructure types including: 3 and 4 sided concrete box culverts, simple and continuous concrete slabs, simple and continuous composite steel rolled beams and welded plate girders, steel trusses, precast concrete arch elements, prestressed adjacent slab units with transverse post tensioning for simple spans, prestressed concrete composite AASHTO and FL I beams. His new transportation signal structure design experience includes mast arms and strain poles supported on drilled shaft and spread footings • �� Josh Hildebrand, PE, PTOE `r Roadway Engineer of Record E N G I N E E R I N G Josh currently serves as an engineer and project manager in our transportation group. With his primary focus on corridor design and post design construction assistance, Josh understands what must be done to successfully plan for and design roadway projects to best serve both the client and the public's needs. Under the direction of Ryan Bell, Josh has worked on various projects throughout Southwest Florida including several roadway and pathway projects in Collier, Lee, Hendry, and Charlotte Counties. Josh will serve as the deputy project director/scheduling on this project. Josh is currently serving as the project manager for the Golden Gate Boulevard Phase I I CEI and Verification Testing contract for Collier County. Leah Holmes, PE (Johnson Engineering) Roadway/Civil Engineer Leah is an engineer in our transportation department and provides experience performing roadway and pedestrian facility design, lighting design, and signal design and timings. Leah has also completed various types of traffic analysis's, lighting design reports and constructability studies along with various roadway design functions and associated permitting all throughout Southwest Florida. Born and raised in Southwest Florida, and a graduate of Florida Gulf Coast University, Collier County I RPS No. 21-7857 1 February 19, 2021 �.rn�me5 Marin ction Design Build - Step 1 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement % CopStru James "Vee" Lofton (Johnson Engineering) Contractor Quality Control Vee is the director of our CEI team. He has 30 years of experience in roadway and bridge construction and project administration. Vee is also a former Consultant Program Manager for FDOT. Working out of the Fort Myers Operation Center, he was in charge of overseeing consultant CEI projects. His experience with FDOT gives Vee an in depth understanding of what the Department expects from their CEI consultants. Vee will serve as the senior CEI project administrator. His primary function will be Quality Assurance and Quality Control as well assisting with FDOT coordination. Andrew Tilton, PE (Johnson Engineering) Drainage Andy is the director of the water resources market group. Andy has served as the senior engineer for surface water on many of the firm's projects, ranging from residential to agricultural to roadway projects. He provides direction for monitoring, permitting, design and construction related issues. Andy enjoys a solid rapport with local regulatory agencies. He has worked on the South Lee County Watershed Plan, various versions of the Lee County Surface Water Master Plan, the Six Mile Cypress Watershed Pan, and the NPDES MS-4 permit application for Lee County. Rick Acosta, PE, CFM (Johnson Engineering) Drainage Rick is a stormwater engineer on the surface water management team. He handles the design and permitting of surface water management systems that service mixed use developments, roadways and municipal projects. Rick is also a Certified Floodplain Manager and is accomplished in backwater profile modeling for adjustments to FEMA FIRMs. His modeling experience also analyzes water quality for treatment facilities related to municipalities achieving their obligations under the TMDL program, including one for the City of Fort Myers following the construction of one for Lee County. He has modeled many residential sites for floodway adjustments and recently completed a roadway alteration for an FDOT CSIP. Laura DeJohn, AICP (Johnson Engineering) Public Outreach Support Laura is the director of the firm's planning and landscape architecture group. She has 23 years of professional experience in the planning field in Southwest Florida. Prior to joining Johnson Engineering in 2004, Laura served over five years as a planner for the City of Naples, Florida, where she assisted with preparation and implementation of the Airport Noise Impact Zone Land Use Regulations according to the Naples Airport Part 150 Study. Guy Adams, PSM (Johnson Engineering) Survey Guy has been surveying in Collier County for the past 40 years with over 32 years' experience as a licensed professional. He has a proven track record with clients such as Collier County, Florida Dept. of Transportation, Florida Dept. of Environmental Protection, South Florida Water Management District, City of Naples, Naples Airport Authority, Collier County Public Schools, private landowners, architects, engineers, and developers. Guy is thoroughly familiar with many aspects of the Surveying and Mapping profession. Drawing on his vast surveying experience he is responsible for projects like, control surveys, construction staking, as-builts, boundary surveys, right of way surveys, platting, sketch and legal descriptions, topographic surveys, and hydrographic surveys. Michael Dickey, PE (Johnson Engineering) Utilities Mike is the director of our utilities market group. He has 23 years of experience and has designed utilities for various developments, private utility companies, and municipalities. His utility experience includes master planning, hydraulic modeling, design of water distribution systems, wastewater collection systems, irrigation systems, and pumping facilities. Prior to joining Johnson Engineering, Mike worked for a local utility contractor which gave him a unique perspective of how the utilities he designs today come together in the field. With both utility design and construction experience, he has a comprehensive understanding of the entire utility development process from planning to design, to permitting through construction. Collier County I RPS No. 21-7857 1 February 19, 2021 W—.homeS Mario ction Design Build - Step 1 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement eg �opstru Laura Herrero, CE (Johnson Engineering) Environmental Having joined the Johnson Engineering environmental department in 2000, Laura is now a principal ecologist and serves as director of the firm's environmental consulting team, whose ecologists have more than 100 years of combined experience. Her duties include SFWMD and ACOE wetland jurisdictional determinations, protected species surveys, habitat and species management plans, coordination and permitting with the FWC and FWS, FWS Biological Assessments and Biological Opinions, wetland/listed species mitigation proposals and mitigation monitoring, Environmental Resource Permit and Federal Dredge and Fill applications, as well as follow-through to permit issuance and post -permit compliance. She is also an FWC Authorized Gopher Tortoise Agent and FAA Qualified Wildlife Biologist. 6^� Universal Jeff D'huyvetter, PE F Engineering Geotechnical S Sciences Company Mr. D'huyvetterjoined GFA International, Inc. in 2014 and is the seniorengineerforthe Fort Myers engineering 4"ERNaT10NP 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. For over 26 years he has worked on a variety of projects throughout the southeastern United States encompassing both design and construction. He has a wide range of experience in geotechnical, materials testing and engineering, and inspection services. Mr. D'huyvetter has focused on quality assurance and quality control for construction of major projects. Adam Ahmad, PE, AICP, CGC Construction Aerial Drone Photography Adam has 11 years of comprehensive experience encompassing all phases of planning and design and CAPITAL production for civil/site work projects. He is experience in in a variety of planning, engineering, technical, analytical, statistical, graphical, public involvement and project review activities. poplas Collier County I RPS No. 21-7857 1 February 19, 2021 wMnarin V o Ion ( G ► Design Build -Step 1 -Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement Construe Thomas em Mari ruction Cons 11400 Civil Structures Since 1982 Kevin Carl Shimp, PE, CGC President/Principal-in-Charge Kevin joined Thomas Marine Construction in 1998 as an estimator and project manager. He has estimated and managed various heavy civil structure and roadway projects with a focus on bridge construction since that time. In 2007 Kevin was promoted to President of TMC. He is responsible for all daily business operations and field construction from estimating through project close out on projects large and small. In his experience Kevin has successfully managed many design -build projects starting with SR80, one of FDOT's pilot design -build projects in 2003. Since that first project, Kevin has been lead or a team participant in over 17 additional design -build civil works projects. Kevin is familiar with all aspects of bridge construction including permitting, design, roadway construction, drainage, and supporting utilities installation. Work Experience Thomas Marine Construction President, 2007-Present (Heavy Civil Contractor) Vanderbilt Drive Bridge and Box Culverts -Collier County - Replacement of a deteriorating 3 span bridge and a box culvert in coastal Naples. The project included deep dewatering, 24" concrete pile, 30' concrete FDOT sheet pile, 36" FL I Beams, CIP deck, roadway rebuild, water mains, force mains, sidewalks, pedestrian bridge relocation, and landscaping. The low bid project was completed 3 months early. Golder Gate Blvd Design -Build Bridges -Collier County - Prime Contractor for the design build team that designed and constructed replacement bridges over the Golder Gate Main Canal and Miller Canal. The project included 18" driven pile, channel excavation, CIP decks, rails, temporary detour bridges, roadway, drainage, 36" water main, signage, striping and grassing. The project was completed for the original low bid DB cost with no change orders and was completed per the original schedule. Coral Creek Bridge Replacement -Charlotte County - Replacement of a deteriorating 27 span two lane bridge with a 12 span cast in place deck on a driven pile foundation in a new alignment. The complex bridge of varying widths is in a horizontal and vertical curve and includes related roadway, drainage, utilities for two owners, sidewalk, and landscaping. The project was completed on time and for less than the original $8.4kk bid cost. Winterberry Bridge Replacement -City of Marco Island - Replacement of a failing 3 span two lane bridge with a 3 span precast slab deck with cast in place composite driving surface on driven pile foundation in a new alignment. The bridge included related roadway, drainage, utilities, sidewalk, and landscaping. Because the roadway is an evacuation route, the project was fast tracked to be completed in 150 days for a contracted $200,000 "no excuse" bonus which was achieved. Collier County I RPS No. 21-7857 1 February 19, 2021 y Ma° nest;on 7 Design Build - Step 1 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement y Gonstruc MARK D. MABEE Thomas Marine Construction, Inc. 8999 High Cotton Lane Ft. Myers, FL 33905 WORK EXPERIENCE �Ta°Inase , C1"Strurtio Civil Structures Since 1982 Thomas Marine Construction: Vice President / Project Manager / Estimator October 2008 - Present: Project Manager, administrator and estimator for Heavy Civil Contractor List of Notable Bridge Projects: • Gator Canal Bridge Replacement / Collier County / (1.4 Million) • Founders Square Bridge / Private / Collier County / BCHD Partners / (1.2 Million) • Addison Place Bridge / Private / Collier County / Creekside West Development (0.52 Million) • Kingwwood MHP Precast Arch Bridge / Private / Kingwood MHP HOA (0.6 Million) • Skyplex Blvd Bridge / Lee County Port Authority (1.3 Million) • US41 Bridge Replacement over North Creek / FDOT FIN 433550-3-52-01 (1.5 Million) • Bridgeway Villas Bridge Replacement / Private / Bridgeway Villas HOA (0.6 Million) • US41 Bridge Replacement over Catfish Creek / FDOT FIN 433550-2-52-01 (1 Million) • Golden Gate Blvd Bridge Widening over Miller Canal / Collier County (0.9 Million) • Golden Gate Blvd Bridge Widening over Golden gate Main Canal / Collier County (1.1 Million) • Edgewater Drive Bridge Replacements and Road Widening & Improvements / Charlotte Co / (25.5 Million) • Vanderbilt Drive Bridge Replacements / Collier County (5 Million) • I-75 over Deer Prairie Creek Bridge Widening / FDOT FIN 413044-4-52-01 (1.3 Million) • Harborview Road Bridge Replacement / Charlotte County (1.2 Million) • Sabal Bay Bridge - The Isles of Collier Preserve PH 2 / Collier Co. / Design Build Project (1.6 Million) • Sabal Bay Bridge - The Isles of Collier Preserve PH 1 / Collier Co. / Design Build Project (1.4 Million) • Chamberlain Blvd Pedestrian Bridge / City of North Port (0.44 Million) • SR 80 over Flaghole Canal Hendry County / FDOT FIN: 408286-2-52-01 (1.2 Million) • SR 80 over C-1 Canal Hendry County / FDOT FIN: 408286-3-62-01 (1.8 Million) • Golden Gate Blvd Design Build Bridge Replacements (4.1 Million) • Summerlin Road Pedestrian Bridge / Lee County Project No. B-12-13 (0.19 Million) • DB US41 Bridge Replacement over Henderson Creek / FDOT FIN 415621-2-52-01 (2.2 Million) • SR 80 over US 27 Hendry County / FDOT FIN: 408286-7-52-01 (0.95 Million) • Oil Well Road Bridge Replacement and Widening / Collier County (3 Million) • Coral Creek Bridge Replacement - Charlotte Co. Project No. 200803289 (8.3 Million) • Caxambas Bridge Rehabilitation - City of Marco Island Project No. 08-009 (0.45 Million) • Taylor Road Bridge Replacement - FDOT FIN No. 198478-1-52-01 (1.8 Million) • Vanderbilt Pedestrian Bridges / Collier County (0.7 Million) • Toledo Blade Pedestrian Bridges / City of North Port (0.5 Million) Other Non -Bridge projects of note: • Pine Ridge Weir No 1 Replacement / Collier County / (0.8 Million) • Haldeman Creek Weir / Collier County (1.84 Million) • Curry Canal Weir Structure / SFWMD (1 Million) • Miller Canal Weir No 3 Replacement / SFWMD (1.7 Million) • Cape Coral Toll Plaza One Way Tolling Conversion (1.2 Million) • East County Water Control District 3 Weirs / S-A-1 / S-A-2 / S-M-1 / Lee County (1 Million) • Water Control Structure No. 132 / City of North Port Project No. 2010-30 (0.43 million) • Golden Gate Structure Replacement #3 (3.5 Million) • Peace River Reservoir Outfall Structure (0.4 Million) • Popash Creek Box Culvert - Lee Co Project No. B-08-17 (0.3 Million) • North Fort Myers Weirs - Lee Co. Project No. B-09-02 (0.4 Million) Collier County I RPS No. 21-7857 1 February 19, 2021 y Ma°IneS Lion Design Build - Step 1 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement y Gonstol M Watkins, EI 8999 High Cotton Lane Fort Myers, FL 33905 dmwatkin@gmail.com Work Experience Thomas Marine �tion constru Civil Structures Since 1982 Marine Construction, General Superintendent, 1999-Present (Heavy Civil Contractor) !water Drive Widening of Three Bridge, Charlotte County Government Replacement of three obsolete two lane .es with three new bridges. Each new bridge was 4 lanes wide with breakdown lane, sidewalks, and medians. The 13 spans were cast in place on 24" pile bents over active waterways. Architectural rail and internal future utilities were SR 80 Overpass over US 27, FDOT Construction of a new overpass over US 27 in Hendry County at Whidden Corner. The overpass is supported on 18" driven pile and included 2 75' spans on 72" Florida I Beams and a cast in place deck. The elevated work was 20' above US 27 and was part of an entire intersection realignment. Taylor Road Bridge Replacement, FDOT Replacement of a deteriorating 6 span two lane bridge with a 3 span cast in place deck on a driven pile foundation in a new alignment. The bridge included related roadway, drainage, utilities for two owners, sidewalk, and grassing. The project was fast tracked to be completed in 125 days, 55 days ahead of the allowed maximum scheduled time. Golden Gate Canal Weir # 3 Replacement, SFWMD Complete construction of a flood control structure across the 150' wide Golden Gate Main Canal. The project includes driven pile foundations 12' below the water table, sheet piling, complex base slab and wall pours, 3 Obermeyer bladder controlled flood gates, a precast post -tensioned bridge deck, instrumentation, control building, electrical, mechanical, site construction, paving, and a propane fueled back up generation system. Other Projects: Collier Charter Entry Bridges, Oil Well Road Bridges, Collier Blvd Pedestrian Bridge, Caxambas Bridge Repairs, Peace River Reservoir, Vanderbilt Drive Pedestrian Bridges, Muse Emergency Box Culvert, Toledo Blade Pedestrian Bridges, Popash Creek Box Culvert, Toledo Blade Bridges, Broken Back Box Culvert, Gator Slough Water Control Structure, North Loop Pipe Crossings, Heritage Entry Bridge # 4, Ten Mile Canal Bridges, SR 80 Bridges over C1 Canal, Skyplex Bridge, Vanderbilt Drive Bridges and Box Culvert, Miller Canal # 4, and Curry Canal WC Structure #1 Stevens and Layton 1997-1998 (Underground Contractor) included mechanic helper, parts runner, and general labor for a mid -sized SW Florida underground utility contractor. ducation ida Gulf Coast University Myers, FL �elor of Science in Civil Engineering; December 2012 Professional Memberships/Community Involvement ee County School Board Construction Advisory Committee, Vice Chair niversity of Florida Lee County 4H Extension, Livestock Committee and Regional Leader he Alva School General Advisory Committee, Vice Chair merican Society of Civil Engineers, FGCU Chapter Founding Member lorida Engineering Society, FGCU Chapter Founding Member Collier County I RPS No. 21-7857 1 February 19, 2021 y hO marne t;on 9 Design Build - Step 1 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement y Gonstru� RALPH VERRASTRO, PE F; BRIDGING WF SOLUTIONS Ralph Verrastro, PE specializes in the design, inspection, evaluation, technical supervision, and quality assurance/quality control for new and rehabilitation bridge projects. He graduated with a BS in Civil Engineering from Cornell University in 1976. His career includes bridge design experience throughout the United States and he is a registered Professional Engineer in 37 states. Mr. Verrastro is a technical expert in the use of fast track repair/replacement methods using prefabricated bridge components also known as Accelerated Bridge Construction. He frequently provides technical presentations on engineering topics at industry conferences including the International Bridge Conference. Mr. Verrastro is the past President of the FES Calusa Chapter, past State Director, past Zone VI Vice President and past ACEC-FL Region 6 Director. In 2018, Mr. Verrastro was selected to receive the statewide Engineer of the Year Award by the Florida Engineering Society. The following projects are examples of bridge engineering experience by Mr. Verrastro with Bridging Solutions where he served as the Project Manager: Lee County Complete Streets Project, Daniels Parkway, Lee County, FL — Bridging Solutions performed final bridge design services in a design build format with Thomas Marine Construction, Inc. for 2 new pedestrian bridges that provided access for a new multi -use path over wetland sloughs for the Lee County Metropolitan Planning Organization (MPO). Both bridges consisted of welded steel trusses with cast -in -place concrete decks supported on CIP concrete abutments founded on spread footings. The bridges were constructed immediately adjacent to existing vehicular bridges and the span lengths were 94 feet and 104 feet. Elkcam Waterway Water Control Structure, Charlotte County, FL — Bridging Solutions provided specialty structural design services for Thomas Marine Construction on this project where Johnson Engineering was the engineer of record. Bridging Solutions designed and provided structural drawings for structures that included a precast concrete box culvert, cast -in -place concrete wingwalls and a cast -in -place concrete weir structure. Bridge Way Villas Bridge Superstructure Replacement, Collier County, FL — Bridging Solutions performed preliminary and final design services in a design build format with Thomas Marine Construction for the superstructure replacement of the entrance bridge to the Bridge Way Villas community in Pelican Bay. The existing bridge consisted of a 35-year-old glue laminated timber beam and deck superstructure supported on cast in place concrete abutments. In the summer of 2019, the timber superstructure was replaced using composite steel rolled beams and a composite concrete deck. A similar appearance to the existing bridge was desirable to the community which led to decisions to maintain the large camber in the beams and install custom steel railings. Founders Square Entrance Bridge, Collier County, FL — Bridging Solutions performed preliminary and final bridge design services in a design build format with Thomas Marine Construction for the new entrance bridge to the Founders Square multi -use development in Collier County, Florida. The bridge spans the Collier Boulevard Canal and consists of a single 27-foot span reinforced concrete slab bridge supported on prestressed concrete pile bents. To enhance the aesthetics of the bridge, custom concrete and aluminum traffic barriers were specified and a FDOT Class 5 finish was applied to the exposed concrete elements. Addison Place Entrance Bridge, Collier County, FL — Bridging Solutions performed preliminary and final bridge design services in a design build format with Thomas Marine Construction for the new entrance bridge to the Addison Place multi -use development in Collier County, Florida. The bridge spans the Cocahatchee Canal and consists of a single 31-foot span reinforced concrete slab bridge supported on prestressed concrete pile bents. The close proximity of an existing water main on the north side of the canal affected the location of the bridge and the type of wingwall used on the northwest bridge quadrant. To enhance the aesthetics of the bridge, Texas Standard Barriers were specified and a FDOT Class 5 finish was applied to the exposed concrete elements. We design bridges to fit your site and budget. Collier County I RPS No. 21-7857 1 February 19, 2021 �.rn�meS Marin ction 1 0 Design Build -Step 1 -Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement � �opstru ROLANDO CORSA, PE BRIDGING qW SOLUTIONS (7) i Mr. Corsa has been a bridge engineer since 2000 and is currently a Senior Bridge Engineer with Bridging Solutions, LLC. After graduation from University of South Florida in 2000, his experience in bridge engineering has involved: the design of new bridges and transportation signal/sign structures; inspection and rehabilitation of existing bridges; and the inspection and load rating of bridges per FDOT requirements. He is also a Certified Bridge Inspector (CBI). His new bridge design experience has included simple and complex superstructure types including: 3 and 4 sided concrete box culverts, simple and continuous concrete slabs, simple and continuous composite steel rolled beams and welded plate girders, steel trusses, precast concrete arch elements, prestressed adjacent slab units with transverse post tensioning for simple spans, prestressed concrete composite AASHTO and FL I beams. His new transportation signal structure design experience includes mast arms and strain poles supported on drilled shaft and spread footings. His rehabilitation design experience has included the in-depth inspection, load ratings and preparation of rehabilitation plans for bridge superstructure types that included: steel rolled beams, welded plate girders, simple and continuous steel through and pony trusses, filled spandrel concrete arch bridges, concrete tee beams, concrete slabs, prestressed concrete slab beams, prestressed channel and tee beams, prestressed concrete AASHTO beams. He has experience designing and rehabilitating substructure types that have included: cantilever abutments on spread and pile foundations, gravity abutments on spread and pile foundations, end and intermediate bents with cast in place caps and prestressed piles, hammerhead type piers, solid shaft piers on spread and pile footings. His experience on traffic and sign structures has included mast arm and span wire assemblies on drilled shaft and spread footings and truss sign structures on drilled shafts. The following listing of projects are examples of experience as a Project Engineer by Mr. Corsa: Lee County Complete Streets Project, Daniels Parkway, Lee County, FL — Bridging Solutions performed final bridge design services in a design build format with Thomas Marine Construction, Inc. for 2 new pedestrian bridges that provided access for a new multi -use path over wetland sloughs for the Lee County Metropolitan Planning Organization (MPO). Both bridges consisted of welded steel trusses with cast -in -place concrete decks supported on CIP concrete abutments founded on spread footings. The bridges were constructed immediately adjacent to existing vehicular bridges and the span lengths were 94 feet and 104 feet. Elkcam Waterway Water Control Structure, Charlotte County, FL — Bridging Solutions provided specialty structural design services for Thomas Marine Construction on this project where Johnson Engineering was the engineer of record. Bridging Solutions designed and provided structural drawings for structures that included a precast concrete box culvert, cast -in -place concrete wingwalls and a cast -in -place concrete weir structure. Bridge Way Villas Bridge Superstructure Replacement, Collier County, FL — Bridging Solutions performed preliminary and final design services in a design build format with Thomas Marine Construction for the superstructure replacement of the entrance bridge to the Bridge Way Villas community in Pelican Bay. The existing bridge consisted of a 35-year-old glue laminated timber beam and deck superstructure supported on cast in place concrete abutments. In the summer of 2019, the timber superstructure was replaced using composite steel rolled beams and a composite concrete deck. A similar appearance to the existing bridge was desirable to the community which led to decisions to maintain the large camber in the beams and install custom steel railings. Founders Square Entrance Bridge, Collier County, FL — Bridging Solutions performed preliminary and final bridge design services in a design build format with Thomas Marine Construction for the new entrance bridge to the Founders Square multi- use development in Collier County, Florida. The bridge spans the Collier Boulevard Canal and consists of a single 27-foot span reinforced concrete slab bridge supported on prestressed concrete pile bents. To enhance the aesthetics of the bridge, custom concrete and aluminum traffic barriers were specified and a FDOT Class 5 finish was applied to the exposed concrete elements. We design bridges to fit your site and budget. Collier County I RPS No. 21-7857 1 February 19, 2021 ez'rnoA1eS 11 iuiarin ion Design Build - Step 1 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement � CoOstru� JOSH HILDEBRAND, PE, PTOE r'rofessional Engineer jhildebrand@johnsoneng.com 239.461.2481 Years Experience 12+ years Licensing & Registration Florida Professional Engineer, License No. 73952 Professional Traffic Operations Engineer (PTOE) Education/Training B.S. Civil Engineering (2007), Purdue University Intermediate MOT Advanced MOT FDOT Specifications Package Preparation FDEP Qualified Stormwater Inspector FDOT Level of Service Volunteer Opportunities Josh began his professional career in 2007 and is currently serving as a project manager in the transportation services department at Johnson Engineering. He has worked on various projects throughout Southwest Florida and is familiar with roadway design, pathway design, construction, Local Agency Program (LAP) requirements, and the permitting procedures of the local municipalities, including the Florida Department of Transportation (FDOT). Josh has worked on over a 125+ traffic / construction feasibility -related engineering studies, roadway and drainage design projects within public right-of-way. This experience provides him with a unique understanding of the development of corridor and intersection design, drainage, ADA compliance -related challenges, construction, and the permitting requirements on capital improvement projects. Relevant Experience Golden Gate Boulevard, Phase 11, Collier County - Project manager for the Verification Testing (VT) for the construction of a new multi -lane corridor. Tree Farm Road Phase 11, Collier County - Project manager for the post design and Verification Testing (VT) for the construction a new multi -lane corridor and roundabout project. US 90 Turnlane and Crosswalk Improvements, Miccosukee Tribe - Project manager and engineer of record for the design and CEI of tumlane and crosswalk improvements. Helms Road Extension, Hendry County - Team member for the design and construction of approximately three miles of new four -lane urban roadway including all associated drainage, permitting, signalization, and signing and pavement marking. This project is currently underway. County Road 78, Hendry County - Design team member and construction liaison for two miles of a multi -phased resurfacing, shoulder, construction, and drainage improvement design project. FPID #435118-1-38-01: Vanderbilt Beach Road Bike Lanes, Collier County - Project manager and Engineer of Record (EOR) for the design of bicycle lane improvements on Vanderbilt Beach Road form Vanderbilt Drive (C.R. 901) to Gulf Pavilion Drive. FTA 14, 15, & 16 Collier Area Transit Rural Bus Stop Design, Collier County — Project Manager and FOR for the design of 40+ rural bus stops throughout central and east Collier County. This project's scope also included post design and construction related services for Collier Area Transit (CAT). The rehabilitated bus locations would ensure American Disabilities Act (ADA) compliancy was achieved and the bus stop locations would accommodate future equipment upgrades. FPID #-4351 17-1-38-01: North Naples Various Sidewalks, Collier County - Project manager and Engineer of Record (EOR) for the design of approximately 1.2 miles of sidewalk and associated pedestrian signals on this LAP design project. 2019 County Wide Pathway Constructability Study, Collier County - Project Engineer for a study of four priority locations throughout the County to analyze and assess the feasibility of adding future sidewalks or bike lanes along the existing public corridors. FPID #4351 19-1-38-01: 49th Terrace SW Sidewalks, Collier County - Project manager and Engineer of Record (EOR) for the design of 5 foot sidewalks on 49th Terrace from 20th Place SW to 19th Place SW. City of Fort Myers — - FPID #434990-1-38-01: Golden Gate at Various Locations Sidewalks, Collier County - Adopt a Canal Program Project manager and Engineer of Record (EOR) for the design of sidewalks on 51 st Street, 20th Court SW, and 51 st Terrace SW in Golden Gate City. Coastal Conservation - 5th Avenue Sidewalks, City of Naples - Project manager and Engineer of Record (EOR) for Association (CCA) —Naples the design of HUD -funded new sidewalks and associated drainage, permitting and service Banquet Committee Member during construction. Florida Southwestern State College, Lee County - Project Engineer for the data Professional Affiliations collection/analysis and preparation of a traffic and pedestrian management plan. The project American Public Works included data collection, Suncoast Arena access management, parking lot management plan Association (APWA) and parking demand analysis, and pedestrian facility enhancements to improve the overall walkability of the campus Kentucky Street Sidewalks, City of Bonita Springs - Project manager and Engineer of Record (EOR) forthe design of approximately one mile of HUD -funded new sidewalks and associated drainage and permitting. 1.866.367.4400 1 www.johnsonengineering.com I — — -� ENGINEERING Equal Opportunity/Affirmative Action Employer Collier County I RIPS No. 21-7857 1 February 19, 2021 y Ma° nes t;on 2 Design Build - Step 1 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement y Gonstol LEAH HOLMES, PE Transporation Engineer F ANA Iholmes@johnsoneng.com 239.461.2445 Years Experience 7 years Education/Training B.S. Civil Engineering (2012), Florida Gulf Coast University Licensing & Registration Florida Professional Engineer, License No. 85359 FDEP Stormwater Management Inspector Volunteer Opportunities City of Fort Myers - Adopt a Canal Program APWA Southwest Branch Secretary Leah currently serves as a transportation engineer in our transportation group. Leah graduated from Florida Gulf Coast University in 2012, with her Bachelor of Science in Civil Engineering. With her primary focus on signal design, traffic impact analysis, roadway and lighting design, quantity takeoffs and cost estimations, Leah understands what must be done to successfully plan for and design roadway projects to serve both the clients and publics needs. Relevant Design Experience Alico Road, Lee County — Team member for the street light design and photometric analysis along Alico Road in Lee County. Burnt Store Road, Lee County - Engineer of Record for street lighting along Burnt Store Road and signal modifications at Burnt Store Road and Pine Island Road in Lee County. Team member for the roadway design of Burnt Store Road. Bonita High School, The School District of Lee County - Team member for the design of offsite turn lane and signal design for the entrance to the new Bonita High School. Golisano Children's Hospital of Southwest Florida, Lee County - Team member for the design of Emergency Signage for Bass Road. Magnolia Landing, Lee County - Team member for the design and permitting of median and turn lane improvements for Magnolia Landing. North Naples Various Sidewalks, Collier County (LAP - FPID #4351 17-1-38-01) - Deputy project manager for the design of approximately 1.2 miles of sidewalk and associated pedestrian signals on this LAP design project. Rural Bus Stop Improvements, Collier County (LAP) - Team member for the design of 30+ bus stop improvements located throughout Collier County. Harbour Drive and Crayton Road Roundabout, City of Naples - Provided design assistance for street lighting for the proposed Harbour Drive and Crayton Road Roundabout in the City of Naples. 2019 County Wide Non -Motorised Pathway Constructability Study, Collier County - Provided assistance in the completion of the 2019 County Wide Non -Motorised Pathway Constructability Study, including site review, cost estimating, and recommended improvements. Keiser University, Keenan Group, Collier County - Collaborator for the Traffic Impact Study for the proposed Keiser University on U.S. 41 in Collier County. WC Owen Avenue, Hendry County - Team member for the milling and resurfacing design and signal modifications along WC Owen Avenue. This project also includes sidewalk design along a portion of the corridor. Helms Road, Hendry County - Team member for the design of two traffic signals on Helms Road, SR 80 and SR 29. Kentucky Street Sidewalks, City of Bonita Springs - Team member for the design of approximately one mile of new sidewalks and associated drainage and permitting forthis HUD project. Pinfish Court Drainage Improvements, City of Bonita Springs - Team member for drainage design and roadway resurfacing within the City of Bonita Springs. Belle Haven Drive/ Moon Lake Road, Pasco County - Engineer of Record for the design of a traffic signal at the intersection of Belle Haven Drive and Moon Lake Road in Pasco County. Hudson Avenue/Hays Road, Pasco County - Engineer of Record for the design of a traffic signal at the intersection of Hudson Avenue and Hays Road in Pasco County. Piper Road North, Charlotte County - Team member for the design of approximately 1.5 miles of a new four -lane roadway including all associated drainage, permitting, signalization, lighting, and signing and pavement marking. Burnt Store Road, Charlotte County - Team member for the design of approximately three miles of new roadway and associated drainage. Turner Avenue, Desoto County - Team member for the intersection and signal design for Turner Avenue and Roan Street. 1.866.367.4400 1 www.johnsonengineenng.com ENGINEERING Equal Opportunity/Affirmative Action Employer Collier County I RIPS No. 21-7857 1 February 19, 2021 y�omaS Marine ctiop 1 Design Build - Step 1 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement y Gonstru JAMES "VEE" LOFTON Vee has 31 years of experience working on FDOT and County transportation projects located in Director of CEI District One, Four and Five, including five years with the Florida Department of Transportation Maintenance and Construction combined. He has worked on a wide variety of transportation improvement projects with varying degrees of complexity as project administrator, contract support specialist and senior lead inspector. Vee currently holds, and is continuing to seek and renew, numerous certifications in the Construction Training Qualification Program (CTQP) qualifications as required by FDOT and FHWA. Vee is director of the CEI team. His extensive experience extends through all facets of roadway and bridge construction, project administration, and inspection in both traditional design -bid -build and design -build. Vee specializes in document control for both quality assurance and quality control testing. His previous experience as a consultant program manager with the Florida Department of Transportation (FDOT) gives him a unique perspective of the bidding process, construction techniques utilized, as well as an understanding of the maintaining agency's needs. jlofton@johnsoneng.com Relevant Experience 239.461.2406 Estero Boulevard, Lee County - Vee is currently serving as project manager and CEI project administrator for 5 miles of roadway reconstruction. This project includes extensive drainage and utility infrastructure improvements, complex maintenance of traffic schemes, Years Experience roadway reconstruction, and signalization improvements. Vee's roles includes holding 31 years weekly construction meetings, coordinating verification testing operations, construction contract oversight, maintaining detailed logs of contract quantities and manpower and Licensing & Registration reviewing and approving all submitted pay applications. Florida Certified Golden Gate Sidewalks at Various Locations (LAP - FPID No. 434990-1-38-01) - Vee General Contractor, served as CEI project administrator for this sidewalk and drainage LAP funded License No. CGC 1517567 improvement project in Collier County. Vee's roles include: holding bi-weekly construction meetings, overseeing all aspects of LAP compliance, construction contract oversight, Education/Training maintaining detailed logs of contract quantities and manpower and reviewing pay Edison Community College applications and contract change orders. Vee was also responsible for FDOT coordination (1997-1998) on the project. Itawamba Community College County Road 78, Hendry County — Vee served as the project administrator for the (1990-1992) construction of approximately one and a half miles of roadway widening, box culvert extension and milling and resurfacing. This project consisted of multiple phases, all funded FDOT Advanced Work Zone by FDOT through their SCOP and SCRAP programs. Traffic Control Course Immokalee Road Six -Lane, Collier County - This project consists of new construction of a six -lane urban roadway traversing through existing populated subdivisions. This project also Troxler Nuclear Gauge Safety has a low-level critter crossing over the Cocohatchee Canal. This connects the residence Certification RSO of Naples to Immokalee Road for timely ingress and egress along Immokalee Road with tum lane movements, creating a new signalized intersections at Immokalee Road and Oil Well Road, Randall at Immokalee Road and Wilson at Immokalee Road. Vee is currently ACI Concrete Field -Testing serving as project administrator. Technician- Grade I - Colonial Boulevard (CR 884) Six Laning from 1-75 to SR-82 Capital Improvement Project - This project consisted of 2.62 miles of roadway widening related construction FDOT Asphalt Paving activities, roadway, lighting, signing, and one bridge 500 lineal feet over six -mile slough. Technician 1-11 - Golden Gate Parkway Project, Naples - This project consists of three new curved steel girder bridges designated as on/off ramps, widening of the existing Golden Gate Parkway FDOT Density Earthwork Bridge over 1-75 from four lanes to six lanes plus one ramp lane, resurfacing of 1-75 and Inspection Training Golden Gate Parkway, constructing four each access frontage roads, lowering and reworking north and south bound lanes of 1-75 to meet new Federal Standards for bridge FDOT Concrete Field clearance and constructing onsite mitigation and drainage systems including a noise wall Technician- Level I along south bound 1-75. Vee served as assistant project administrator and lead senior bridge and roadway inspector. ACI Concrete Transportation Peace River Bridge, Punta Gorda - The 1-75 Peace River Bridge Design- Build Project Construction Inspector Level II consisted of the construction of a new bridge structure between the existing bridges, replacement of the existing concrete bridge deck and removal of the Northbound 1-75 CTQP: FDOT Qualified Grouting bridge to its entirety, to widen the existing roadway to a six -lane facility. The project Technician- Level I included widening of the existing bridge structure over Riverside Drive and Gulf Seminole Railway. Vee served as project administrator for FDOT and FHWA as this project was a pilot design build project with FHWA oversight. 1.866.367.4400 1 www.johnsonengineeHng.com I ENGINEERING Equal Opportunity/Affirmative Action Employer Collier County I RPS No. 21-7857 1 February 19, 2021 y�maS Marine ction 14 Design Build - Step 1 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement y Gonstru AN DREW TI LTON, PE Andy joined Johnson Engineering in 1978 and is the director of the Water Resources Group. Andy has Director of been the engineer of record for several districts, which are special governments under the laws of the Water Resources State of Florida and is currently the Engineer of Record for the City of Clewiston. Work within the districts includes annual inspections of water management facilities for the annual report required under Chapters 189, 190 and 298 Regulations and dike inspections as required by the Water Management District permit. Experience with these special governments is very similar to working for a city or county. Andy started the company's efforts in the area of environmental site assessments about 20 years ago. He continues to work closely with the team's engineers and scientist to provide quality control on the work products prior to submittal. Andy has served as the senior engineer for surface water on many of the frm's roadway projects for Charlotte County, Glades County, Hendry County, Lee County Department of Transportation, City of Cape Coral, City of Fort Myers, Collier County and the Florida Department of Transportation. He atikon@johnsoneng.com provides direction for monitoring, permitting, design and construction related issues. 863.612.4055 Andy has worked on many mixed used developments, which range in size from 300 acres to about 18,000 acres, which are located in Charlotte, Glades, Hendry, and Lee Counties. Each project has Years Experience watershed level issues to determine related to backwater profiles for setting site elevations and flood 43 years analysis, setting control elevations, measuring flows for calibration and working with the groundwater and environmental considerations of each site. Watershed master plan experience includes production Education/Training of floodplain and floodway models that meet FEMA requirements. These have been done for private M.E. Hydraulics (1983), entities and for governmental bodies. University of Florida Relevant Experience B.S. Civil Engineering (1978), Fort Myers Country Club, Fort Myers, FL - Johnson Engineering developed and University of Florida implemented an existing conceptual plan for water quality improvements into a construction plan that could be built in less than six months. The plans included hydrologic Licensing & Registration and hydraulic information plus water chemistry information with biological data. A Florida Professional Engineer, combination of treatment was used to remove nutrients from the surface water flowing License No. 33258 through the golf course property and reduce downstream impairments in the receiving water. Residential areas north of the course flow through created wetlands as filter marshes with side benefit of attracting wading birds that are fun to watch. Commercial and Professional Affiliations residential areas to the east have water treated in two wet ponds in series with littoral plantings to assist along the sides. Funding was gathered from a group of sources including Florida Engineering Society the local Community Redevelopment Agency, FDEP grants and the golf course. American Water Midfield Terminal Complex, Fort Myers, FL - Andy was involved in the study, design, Resources Association permitting and provided construction guidance for the water management features of the runway site and the offsite mitigation park Water quality treatment was primarily through use of dry detention and a wet pond downstream of source removals such as sweeping of impervious surfaces. Basin III, Phase 2 Drainage Improvements, Fort Myers, FL - Andy assisted with the design and permitting for the Basin 111, Phase 11 Drainage Improvements. As part of the project our team looked at the entire Basin III to determine how to cost effectively reduce flooding. Andy and his team worked with the City to identify an alternate design that would accomplish the drainage improvements at a cost they could afford to implement. After several iterations, a design that separates some of the low-lying areas that flood from the higher areas that do not flood was selected. This allowed us to use smaller pipes to obtain the same drainage improvements. In areas where sufficient right of way existed, swales were constructed to improve water quality and meet state permitting requirements. Powell Creek Filter Marsh, Fort Myers, FL - The Powell Creek Preserve Filter Marsh will provide pollutant removal and reduction of existing impairments to the Powell Creek watershed by pumping flows into a created 20-acre filter marsh system. Also, the trails adjacent to the marsh will provide educational opportunities. Our team preformed a wide variety of design and permitting activities, including wetland delineation, protected species surveys, mitigation design, environmental permitting and modeling and design of the surface water management system and permitting through SFWMD, ACOE, FWC and Lee County. 1.866.367.4400 1 v✓ww.johnsonengineering.com I ENGINEERING Equal Opportunity/Affirmative Action Employer Collier County I RPS No. 21-7857 1 February 19, 2021 im yomaS Marine �tiop 5 Design Build - Step 1 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement y Gonstru RICARDO ACOSTA, P.E., CFM Rick joined Johnson Engineering in 2006. He is a project manager in the firm's surface water Water Resource Engineer management department. He has designed and permitted surface water management systems for roadway, site development and assorted environmental projects through the South Florida and Southwest Florida Water Management Districts. Rick is a Certified Floodplain Manager and is accomplished in backwater profile modeling for adjustments to FEMA FIRMs. His modeling experience also analyzes water quality for treatment facilities related to municipalities achieving their obligations under the TMDL program. Relevant Experience Middle School MM and Elementary School J - Designed the surface water management system for the dual -school campus in Lehigh Acres, including extension of Sunrise Blvd and ra@johnsoneng.com obtained Environmental Resource Permits through the South Florida Water Management 239.461.3324 District and approval from the Lehigh Acres Municipal Services Improvement District. Burnt Store Road Widening, Lee and Charlotte Counties - Assisted in the design and Years Experience Permitting of the surface water management system for the expansion of approximately 19 years five miles of two segments of the existing road. High School MMM - Designed the surface water management system for the new High Licensing & Registration School in Gateway, including improvements to Griffin Dr and obtained Environmental Florida Professional Engineer, Resource Permits through the South Florida Water Management District. License No. 69121 - Brighton Valley Dispersed Water Management — Designed the surface water management system for diverting up to 40,000 acre-feet of water per year for dispersed Association of State flow in Highlands County. The shallow wetlands created as part of this project will allow Floodplain Managers, water to naturally infiltrate and reduce the concentrations of nutrients prior to being Certified Floodplain Manager, released via either the C-40 or C-41 A Canals toward Lake Okeechobee. Certificate No. US- 13-Q7110 Bonita Springs High School -Designed the surface water management system for the school and obtained Environmental Resource Permit through the South Florida Water Education/Training Management District. B.S. Civil Engineering (1998), - North Fort Myers and Bonita Springs Libraries — Designed the surface water Universidad Nacional de Colombia management systems and obtained Environmental Resource Permit through the South Florida Water Management District for both sites. The North Fort Myers site required also a Drainage Connection Permit through the Florida Department of Transportation Peace River Manasota Regional Water Supply Authority — Analyzed the capacity of the intake channels to determine if sufficient channel capacity exists to convey the maximum pump capacity through the channel during a low tide event, i.e. a worst -case scenario. Topographic information of the river bottom at and near the Peace River Regional Water Supply Facility Intake Pump Station was obtained from field data collected by Johnson Engineering, and also topographic data was obtained from the SWFWMD. Rick used the HEC-RAS (Hydrologic Engineering Center River Analysis System, US Army Corps of Engineers, 2010) to evaluate one-dimensional steady river flow in the intake channel to determine water surface profiles. Powell Creek Preserve Filter Marsh - This project will provide pollutant removal and reduction of existing impairments to the Powell Creek watershed by pumping flows into a created 20-acre filter marsh system. Also, the trails adjacent to the marsh will provide educational opportunities. Our team preformed a wide variety of design and permitting activities, including wetland delineation, protected species surveys, mitigation design, environmental permitting and modeling and design of the surface water management system and permitting through SFWMD, ACOE, FWC and Lee County. State Road 739 Bridge Alteration, Conalvias, USA, City of Fort Myers - Provided modeling to allow a bridge to be replaced with a land fill within MSE walls within a FEMA floodway. Fort Myers Country Club, City of Fort Myers - Provide design of a storm water treatment system to improve onsite and offsite water quality for areas currently without treatment to meet requirements of BMAP and SFWMD. City of Naples Basin III Stormwater Improvements - Assisted in the design and permitting of storm water improvements serving approximately 480 ac in the downtown Naples area. 1.866.367.4400 1 www.johnsonengineering.com I ENGINEERING Equal Opportunity/Affirmative Action Employer Collier County I RPS No. 21-7857 1 February 19, 2021 y�omaS V Mgrine ction 1 Design Build - Step 1 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement y Gonstru GUY ADAMS, PSM Professional Surveyor & Mapper gadams@johnsoneng.com 239.461.2461 Years Experience 42 years Licensing & Registration Florida Professional Surveyor & Mapper, License No. LS 4390 Education/Training A.S. Surveying & Mapping (1978), S.U.N.Y at Sullivan Co. College Professional Affiliations Engineering Ministries Intemational American Congress on Surveying and Mapping National Society of Professional Surveyors Council of Professional Surveyors American Council of Engineering Companies Florida Surveying and Mapping Society Guy has been a licensed professional more than four decades and is thoroughly familiar with many aspects of the Surveying and Mapping profession. He worked his way up thru the ranks performing a wide variety of Surveys. Drawing on his vast field experience, he is responsible for projects including, but not limited to, boundary and topographic surveys, platting, hydrographic surveys, sketch and legal descriptions. Relevant Experience Hydrographic Surveys - Some examples of Guy's experience are Clam Pass, Wiggins Pass, Clam Bay, Park Shore Beach, Hideaway Beach, Tiger Tail Beach, Collier County Beach Re - nourishment from Vanderbilt Beach to Marco Island, DEP R-Monuments from Bonita Beach to Marco Island, Everglades City and Bay Beach on Estero Island. ALTA/NSPS Surveys - As a Professional Surveyor and Mapper Guy has attained a reputation as an expert in this field. Guy has worked with many Attorneys and Title Companies performing American Land Title Surveys that are critical to closing loans on commercial properties. Condominium Surveys - Responsible for preparing preliminary and final Condominium Exhibits on High Rise Condominiums. Some examples of Guys experience are 12 Buildings in Park Shore, 8 Buildings in Bay Colony, 4 Buildings in Tarpon Cove, 3 Buildings in Pelican Bay, 2 Buildings in the Strada at Mercato (Naples), I I Buildings in Bay Beach (Ft. Myers Beach), 2 Buildings in Bonita Bay (Bonita Springs), One Watermark Place (West Palm Beach). Construction Layout Surveys - Guy has been responsible for the completion of many successful construction projects. Some examples of Guys experience are Roads, Bridges, Drainage Projects, Shopping Centers, Office Buildings, Banks, Underground Utilities, High Rise Condominiums, County Parks, Subdivisions, Golf Courses and Clubhouses. Currently working on the $100 million dollar Paradise Coast Sports Complex in Collier County. Topographic Surveys - Responsible for obtaining and mapping topographic data for design purposes. Clients being Collier County, Lee County, Florida Dept. of Transportation, Florida Dept. of Environmental Protection, South Florida Water Management District, City of Naples, City of Bonita Springs, Naples Airport Authority, Collier County Public Schools, Lee County Public Schools and many private landowners, architects, engineers, and developers. Subdivision Platting - Responsible for Subdividing large tracts of land into smaller lots creating boundaries, including streets, easements, and rights of way. Working with Land Planners, Architects, Engineers, County and City Governments to assure that the creation of the new plat meets state and local requirements. Right -of -Way and Easement Mapping - Right of way maps and easements are prepared when real property rights are to be acquired i.e., fee, permanent or temporary easements. For example, Guy worked closely with Collier County Stormwater Management Staff on the Lely Area Stormwater Improvement Project also known as LASIP and Transportation Services for the White Blvd. Bridge Replacement Project. 1.866.367.4400 1 www.johnsonengineeHng.com 'ENGINEERING Equal Opportunity/Affirmative Action Employer Collier County I RPS No. 21-7857 1 February 19, 2021 y��maS Marine ctiop 17 Design Build - Step 1 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement y Gonstru LAURA DEJOHN, AICP Director of Planning & Landscape Architecture Idejohn@johnsoneng.com 239.280.4331 Years Experience 23 years Education/Training Master of Planning (1998), University of Virginia Bachelor of City Planning (1997), University of Virginia Professional Affiliations American Planning Association Member Urban Land Institute Member Blue Zones Built Environment Subcommittee Member Laura is the director of the frm's planning and landscape architecture group. She joined Johnson Engineering in 2004 to lead the planning services in the frm's Collier County office. Laura manages projects that involve development feasibility and due diligence studies, governmental coordination, preparation and presentation of land use and zoning applications, site planning, master planning, and design. She has 22 years of professional experience in the planning field, in both the public and private sector. Priorto joining Johnson Engineering, Laura served five years as a planner for the City of Naples. Relevant Experience Lee County General Planning Services - Provide continuing professional planning services to Lee County, including management of analysis and expert planning services to determine development feasibility options for property impacted by expansion of right-of-way for the Plantation Road/Crystal Drive Round -about. Lee County Port Authority - Provide continuing services as the Port Authority's primary planning service provider, including rezoning of Page Field Airport Operations Planned Development and Comprehensive Plan Amendment for SWFIA to facilitate demand -based Non -Aviation Support development in compliance with local codes and FAA regulations. Fort Myers Community Redevelopment Agency - Provide professional planning services including Cleveland Avenue Land Development Code Amendments and public involvement coordination to establish new Overlay Code to encourage lot assembly, promote mix of uses, and incentivize pedestrian realm improvements along the Cleveland Avenue Corridor within the City's Redevelopment Area boundary. Fort Myers 2010 Downtown Plan, Acquest/City of Fort Myers - Provided planning support through the adoption of the 2010 Riverfront Development Plan and amendment creating the 2010 Downtown Plan including re -drafting and re -mapping for the area north of Bay Street and between the two US 41 bridges. Services included preparation of TMDL grant and State Revolving Fund loan applications that resulted in award of $768,164. Fort Myers Public Works Facilities Master Plan - Provide professional planning services to evaluate future Public Works facility needs at the City of Fort Myers' facilities campus upon an assumed build -out condition with an anticipated City population estimated to be 90,000 residents in 2030. Four alternative land plans were generated to accommodate the future spatial needs for the facilities across approximately 60 acres. The final Facility Plan report summarized the facility inventory and interviews, plan options, and future permitting considerations. Hendry County General Planning Services - Provide continuing professional planning services, including preparation of Evaluation and Appraisal Report based Amendments for the Conservation Element, Infrastructure Element, and Housing Element of Hendry County's Comprehensive Plan. Also provided planning and GIS support to evaluate the impact of proposed density and intensity provisions for the 579-acre Oxbow Community. Collier Metropolitan Planning Organization Planning Services - Provide continuing professional planning services to the Collier MPO to support walkable community improvements. We coordinated with community stakeholders and performed existing conditions inventory with GIS documentation of all existing pedestrian facilities, destinations with V4 walkability buffers, transit facilities, and crash data for the 2013 Naples Park Walkable Community Study. Also coordinated qualitative survey and recommendations for the 2014 Collier MPO Pedestrian and Bicycle Safety Study. Collier County Coastal Zone Management, Collier County - Managed and prepared feasibility studies and conceptual design to determine planning, zoning, engineering, parking and site design constraints for three proposed park projects for Collier County Coastal Zone Management including Clam Pass Improvements, Conner Park Improvements, and Bayview Park Overnow Parking; and assisted with a Flood Damage Prevention Ordinance Variance petition for Bluebill Beach Access and Facilities. Bayshore Gateway Triangle CRA, Collier County - Managed and prepared feasibility, design and amenity concepts and alternatives for the Triangle Stormwater Pond Pathway, including presentation to community groups for public input to support application for recreational trail grant funding. Collier County School District, Collier County - Managed and prepared feasibility studies and consistency review applications to determine facility planning, zoning, engineering and site design constraints for five proposed school and bus facility sites for Collier County School District including School JJ in East Naples, School EEE in Golden Gate Estates, Immokalee Career and Service Center site, Immokalee Tradeport site, S.R. 29 site, and Section 25 site near Immokalee. 1.888.367.4400 1 www.johnsonengineering.com 'ENGINEERING Equal Opportunity/Affirmative Action Employer Collier County I RPS No. 21-7857 1 February 19, 2021 lm -we V Mgrine ction 18 Design Build - Step 1 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement y Gonstru MICHAEL DICKEY, PE Director of Utility Services mdickey@johnsoneng.com 239.461.2455 Years Experience 22 years Education/Training B.S. Civil Engineering (1997), University of South Florida Licensing & Registration Florida Professional Engineer, License No. 60057 Professional Affiliations American Water Works Association Serving as the firm's director of the utilities market group, Mike has 22 years of experience on utility projects. His project experience includes master planning, hydraulic modeling, design of water distribution systems, wastewater collection systems, irrigation systems, and pumping facilities. Prior to joining Johnson Engineering, Mike worked for a local utility contractor which gave him a unique perspective of how the utilities he designs today come together in the field. With both utility design and construction experience, Mike has a comprehensive understanding of the entire utility development process from planning to design, to permitting through construction. He knows how to develop a design that works both in theory and in practice. Relevant Experience Northeast Service Area WWTP, IQ & Potable Booster Pump Stations, Collier County Utilities - Johnson Engineering is a member of a design -build team that is constructing an interim wastewater treatment plant (WWTP), potable water pumping and storage facilities, irrigation water facilities, and pipeline infrastructure for Collier County. The interim WWTP will have a capacity of 1.5 MGD and will serve Collier County's Northeast Service Area. Johnson Engineering's role in the project includes surveying, site development plans, pipeline design, electrical design, development of a groundwater monitoring plan, and permitting assistance. The project is expected to be completed in 2021 at a cost of approximately $75 million. 91 st & 92nd Street Water Main Replacement, Collier County - This project consisted of the replacement of approximately 10,000 linear feet of 12" and 8" water main in Collier County along 91 st and 92nd street located within the Naples Park area. Key design elements included identifying an alignment within congested rights of way that would accomplish project goals while minimizing impacts to the existing residents and allow the existing asbestos cement water main to remain in service during construction. Design also included provisions to remove the entire AC water main once the new system was in service. Johnson provided the survey, design, permitting and bidding service for this project. Vanderbilt Cul-de-Sacs Water Main Replacement, Collier County - This project consisted of the replacement of approximately 16,000 linear feet of 8" and 4" water main in Collier County along Vanderbilt Drive and finger streets between Vanderbilt Beach Road and Immokalee Road. Key design elements included identifying an alignment within congested rights of way that would accomplish project goals while minimizing impacts to the existing residents and allow the existing asbestos cement water main to remain in service during construction. Design also included provisions to remove the entire AC water main once the new system was in service. Johnson provided the survey, design, permitting and bidding service for this project. Field Data Collection for Collier County - This project consists of providing ongoing services for Collier County to determine wastewater system pressure and flow conditions. Work includes installing pressure transducers at various locations on the force main system to record pressure and installing low pressure data collectors in lift station wet wells to monitor water levels over an extended period of time. Using known geometry of wet well and SCADA information provided by Collier County, flow rates can be determined along with corresponding pressures. Essentially, this is similar to performing multiple pumps downs over an extended period of time and allows for a higher level of confidence in comparison to a single pump down performed one moment in time. This information can be used to determine force main connection head, force main system and lift station deficiencies and potential for 1/1 in the wastewater collection system. Heritage Bay Master Pump Station for the Collier County - This project consisted of designing a Master Pumps Station capable of conveying a peak flow of approximately 2,700 gpm from the Heritage Bay development and to serve as a re -pump for various stations along the CR 951 corridor in Collier County. South Conveyance 30" Water Main, Lee County - This project included the design and permitting of 13,000 linear feet of pipeline. This project required FDOT permitting to cross 1-75. Multiple design altematives including directional drilling were prepared before deciding on a jack and bore crossing for I-75. 1.866.367.4400 1 www.johnsonengineering.com 'ENGINEERING Equal Opportunity/Affirmative Action Employer Collier County I RPS No. 21-7857 1 February 19, 2021 yThomaS V Mgrine ction 1 V Q Design Build - Step 1 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement y Gonstru LAURA BRADY H ERRERO Laura joined the firm in 2000 and serves as director of the frm's environmental consulting team, whose Director of Environmental ecologists have more than 100 years of combined experience. As a certified ecologist, her duties include Services / Principal Ecologist State and Federal wetland jurisdictional determinations, protected species surveys, habitat and species management plans, coordination and permitting with the Florida Fish and Wildlife Conservation Commission (FWC) and U.S. Fish and Wildlife Service (FWS), FWS Biological Assessments and Biological Opinions, wetland/listed species mitigation proposals and mitigation monitoring, Environmental Resource Permit and Federal Dredge and Fill applications, as well as follow-through to permit issuance and post - permit compliance. She is also an FWC Authorized Gopher Tortoise Agent, Federal Aviation Administration Qualified Wildlife Biologist, and FWS qualified caracara observer with over 1,600 hours of caracara survey experience and 40 nests found to date. Laura has served as the Project Manager and/or environmental lead forthe permitting of many private and public sector projects and has provided expert witness testimony regarding ecological issues related to Lee and Collier County zoning cases. Iherrero@johnsoneng.com 239.461.2457 Relevant Experience District School Board of Collier County - Conducted wetland delineations, wetland functional assessments, mitigation proposals, listed species surveys, and State and federal permitting for Years Experience Middle School EE and the expansion of bus facilities at the Immokalee Tradeport site; 25 years determined the environmental constraints for the feasibility studies and consistency reviews for the proposed School EEE in Golden Gate Estates and proposed bus facilities at the S.R. 29 site Education/Training and Section 25 site near Immokalee; and conducted and prepared the Collier County EIS and B.S. Ecology (1993), attended public information meetings to support the Conditional Use application for the University of Illinois proposed Desoto Satellite Transportation Facility. Collier County - Wetland delineations, wetland functional assessments, mitigation proposals, Masters Work in Env. Sciences listed species surveys, and State and federal permitting for Phases 11 and III of Livingston Road Corridor and expansion of Goodlette-Frank Road; gopher tortoise relocation during University of Alaska Anchorage construction and mitigation monitoring for Freedom Parr; State and federal permitting and (1997-1999) associated eagle monitoring during the construction of the Woodcrest/Massey Lane Water and Force Main extensions; and preparation of the Eagle Lakes Park Long -Term Management Plan. Certified Ecologist, ESA - Habitat for Humanity of Collier County - Wetland delineations, wetland functional assessments, mitigation proposals, listed species surveys, and State and federal permitting for FAA Qualified Wildlife Biologist Charlee Estates I and 11; permitting oversight of Kaicasa and Regal Acres. Babcock Ranch Community - Conducted wetland delineations and functional assessments of Authorized Gopher Tortoise both wetland impacts and mitigation areas on approximately 17,800 acres; freshwater Agent with the FWC (GTA- 3- biomonitoring utilizing fish and macroinvertebrates; wildlife surveys; Environmental Resource Permitting; preparation of the mitigation plan which includes 6,800 acres of onsite mitigation 00022) and 5,900 acres of mitigation on the State owned portion of the Babcock Ranch Preserve; preliminary design and planting plans of the wetland creation areas; construction level permitting Professional Affiliations for areas of current development and ongoing mitigation compliance monitoring and Ecological Society of America maintenance of mitigation ledgers for wetland, wood stork, and panther credits. Updated caracara surveys conducted across the property in 2018-19 and FBB roost surveys conducted Florida Association of priorto each new phase of construction. Environmental Professionals (Past ' Lee County DOT - Wetland delineations, wetland functional assessments, mitigation proposals, listed species surveys, and State and federal permitting for Gladiolus Drive Widening, Six -Mile Chapter President) Cypress Parkway Widening, A&W Bulb Road Safety Improvements, Alico Road Corridor Study, Fiddlesticks Bike Path, and the ongoing Alico Road widening. Florida Airports Council - Town of Ft. Myers Beach - Lead ecologist on the Phase IA watermain and drainage Environmental Advisory improvement project (sub -consultant to Mitchell & Stark) performing jurisdictional Committee Member determinations, eagle monitoring, Coastal Construction Control Line (CCCL) permitting with the DEP, and assisting in evaluation of design changes to avoid impacts to mangroves and Estero bay. 1.866.367.4400 1 www.johnsonengineeHng.com Equal Opportunity/Affirmative Action Employer E N G I N E E R I N G r1i Collier County I RIPS No. 21-7857 1 February 19, 2021 y MaoneS Lion 2 0 Design Build - Step 1 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement y Gonstru� PE Billy has been associated with Johnson Engineering since 2015. He is an engineer intern and works on BILLY SAUM projects with all branch offices of Johnson Engineering. Billy's experience includes work on a variety of Engineer/Permitting utility, water resource, and land development projects. Billy has experience working in our utilities group where he is responsible for such tasks as data collection and analysis, FDOT utility coordination, pump station design, underground utilities layout, hydraulic modeling and calculations, quantity/construction cost estimates, plan production, permitting, coordination with outside consultants, and on -site construction inspection. While most of his experience thus far has been with municipal projects, he has completed various tasks for commercial and residential projects as well. Relevant Experience Misc. Wastewater Data Collection, Analysis, and Evaluation, Collier County, FL - This project consists of providing ongoing services for Collier County to determine wastewater system pressures and flow conditions. Billy is responsible for the project management, field data collection, coordination and meetings with Collier County Wastewater Collections and Engineering staff, data analysis, and system evaluation. The data and analysis are used wsaum@joh to determine connection pressures to size pumps, determine pump station and force 39.461g.414com 239.461.2414 main flow capacity, and evaluate system performance to maximum efficiency and determine if systems are prone to inflow and infiltration (I&I) as a result of rainfall. This project is unique in that it utilizes real world collected data as the basis for determining Years Experience system improvements to ensure facilities are properly sized to accommodate both existing 5 years and future wastewater generation. Education/Training - Priority I Water Main Replacement, Bonita Springs Utilities, FL - This project consisted B.S. Environmental Engineering of the design, permitting, bidding, and construction of approximately 24,000 linear feet of (2015), 12", 8", and 4" water main replacement located along various streets in the Bonita Springs "State Florida Gulf Coast University Streets" residential area. This project required the design of the new water main alignment within the congested right of way while minimizing impacts to the existing Licensing & Registration residents and community and maintaining the existing asbestos cement and class pipe water system service during construction. This project also included the design of multiple Florida Professional Engineer, horizontal directional drills to cross beneath creeks and other environmentally sensitive License No. 88659 areas, and coordination with the City of Bonita Springs to avoid conflicts with other planned improvements State Road No. 45 Water Main Relocation, Collier County, FL - Billy is the Engineer Intern under the Engineer of Record for the relocation of approximately 2,100 feet of water main to avoid conflicts with FDOT stormwater and sidewalk improvements along S.R. 45 (U.S. 41). Billy's role in this project was to coordinate this work with FDOT and Collier County, provide red -green -brown plans and a utility work schedule, produce construction plans, and provide quantity/construction cost estimates and technical specifications. Ben Hill Griffin/Alico Force Main, Potable Water Main and Reuse Main, Lee County - This project included the hydraulic analysis, design, permitting, bidding and construction phase services for a proposed force main that falls within the Three Oaks Wastewater Treatment Plant (VWV-FP) service area. The initial hydraulic analysis included the development of a unique approach to calibration that involved statistical analysis of the collected data. Over 14 million data points were collected and analyzed. The modeling effort led to a proposed force main design along Ben Hill Griffin Parkway and Alico Road totaling approximately 3.4 miles of 16" and 12" force main. The proposed force main will supplement the existing served parcels with extra capacity and extend along Alico Road for future connections. In addition, this project included the design and permitting for a proposed 36" Potable water Main and 12" Reuse Main for approximately 9,400 linear feet. The water and reuse mains were designed in conjunction with the Roadway Widening of Alico Road. The reuse main was determined to not be needed/constructed at this time. Southwest 6 & 7 Utility Extension, Cape Coral, FL - Billy is the E.I. under the Engineer of Record for Areas I and 2 and part of the inspection team for Areas 1, 2, 9 and 10. The four areas combined entail the installation of approximately 16.2 miles of gravity sewer, 17.4 miles of water main, 18.7 miles of irrigation main, 3.7 miles of force main and replacing 2.4 miles of storm culverts. Along with the tremendous amount of pipe that is being installed, a unique feature about this project is coordination with the endangered species within the area. 1.888.367.4400 1 www.johnsonengineeHng.com I ENGINEERING Equal Opportunity/Affirmative Action Employer Collier County I RPS No. 21-7857 1 February 19, 2021 y��maS 1 V Mgrine 00112 1 Design Build - Step 1 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement y Gonstru TREMAYNE WHITE IELD Tremayne joined Johnson Engineering in 2004 and works in the transportation group as a designer III. CAD Technician Tremayne has 19 years of experience and training in roadway design utilizing FDOT standardization. Along with his experience, he possesses excellent organizational skills, highly motivated, creative and commended for being a hard and resourceful employee. His skills include an array of software for not only roadway design, but also computer visualization. Design Experience FPID #4351 18-1-38-01: Vanderbilt Beach Road Bike Lanes, Collier County - Lead design technician for a LAP funded project which included the design of bicycle lane improvements on Vanderbilt Beach Road form Vanderbilt Drive (C.R. 901) to Gulf Pavilion Drive. Piper Road Improvements, Charlotte County - Lead design technician responsible for plan production for roadway and drainage on this widening and new roadway design project. twhitrield@johnsoneng.com - Aqui Esta Drive Improvements, Charlotte County - Lead design technician responsible for 813.751.2657 roadway and drainage plan production on this modified roadway project. Six Mile Cypress Parkway Widening, Lee County - Lead production technician responsible for roadway plan production on the two to four -lane widening of this road project. Years' Experience 9 years 5th Avenue Sidewalks, City of Naples - Lead design technician forthe design of HUD -funded new sidewalks and associated drainage, permitting and service during construction. Education/Training - Kentucky Street Sidewalks, City of Bonita Springs - Lead design technician for the design of B.S. Computer Visualization approximately one mile of HUD -funded new sidewalks and associated drainage and permitting. Technology (2001), Boyette Road and Wells Road Intersection Improvements, Pasco County - The Boyette Road ITT Technical Institute and Wells Road improvements project consist of providing a right turn lane forthe northbound traffic on Boyette Road, elongating the existing left turn lane for the Boyette road southbound traffic, providing a left turn lane for the Wells Road westbound traffic, and adding a 6' wide concrete sidewalk to the northside of Wells Road. Additional improvements will consist of new traffic signals. Tremayne is the lead design technician on this project responsible for roadway, drainage, signal and utility plan production. Collier Parkway Intersection Improvements, Pasco County - The Collier Parkway project from Collridge Drive to Richardson Lane consists of widening Collier Parkway to the north to add left turn lanes onto Bell Lake Road and Whitner Drive. Tremayne is the lead design technician on this project responsible for roadway, and drainage plan production. FDOT Connection Permit Applications - The Forum / Hess Mart at S.R. 82, Fort Myers, LaBelle Riverside, LaBelle, and Hi Hat Ranch, Sarasota 1.866.367.4400 1 www.johnsonengineering.com I --iiiiiiiiIIIIiiiiiiiiIiIiiiiIIIIIIi ENGINEERING Equal Opportunity/Affirmative Action Employer Collier County I RPS No. 21-7857 1 February 19, 2021 y TWO"'° t;on22 Design Build - Step 1 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement y Gonstru� JEFF D'HUYVETTER, P.E. Senior Professional Engineer Mr. D'huyvetterjoined GFA International, Inc. in 2014 and is the senior engineer for the Fort Myers engineering 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. For over 26 years he has worked on a variety of projects throughout the southeastern United States encompassing both design and construction. He has a wide range of experience in geotechnical, materials testing and engineering, and inspection services. Mr. D'huyvetter has focused on quality assurance and quality control for construction of major projects. PROJECT EXPERIENCE Golden Gate Boulevard Widening Collier County, Florida This project consisted of the widening of approximately 13,000-linear feet of Golden Gate Boulevard. This included three ponds, intersection improvements at Everglades Boulevard, and one bridge widening. GFA performed 135, 5-foot deep auger borings and 9,10-feet deep auger borings in the proposed new alignment at approximate 100-feet intervals. GFA performed 4,100-foot deep standard penetration test (SPT) borings for the proposed bridge widening. GFA performed 4, 25-foot deep standard penetration test (SPT) borings for signalization at the Golden Gate and Everglades intersection. GFA performed 15,15-foot deep auger borings at 3 pond locations (5 per pond site). 1-75 MM 63 North Rest Area Collier County, Florida This project consisted of rest area construction, concrete parking lot, base work, sidewalk, signing and pavement markings, lighting, picnic pavilions, benches, trash receptacles on State Road 93 (1-75) at mile marker 63, as well as milling and resurfacing, signing and pavement markings at the existing rest area on the south side in Collier County, Florida. GFA provided contractor quality control testing services for all soil, aggregate, and concrete materials used for the project, as well as structural steel inspections. SR 84 from Heritage Trail to Santa Barbara Boulevard Collier County, Florida This project consists of roadway improvements on SR 84 from Heritage Trail to Santa Barbara Boulevard in Collier County, Florida. This includes milling and resurfacing the existing road, adding curb and gutter to the median and outside edge of pavement, constructing sidewalk on both sides of the road, accommodating bicycles, and installing a mast arm and crosswalks at County Barn Road. Estimated total cost of construction is $1,100,000.00. GFA performed construction materials testing services for this roadway project. This included testing for all soils and concrete materials. GFA provided licensed and certified earthwork technicians, asphalt technicians, and concrete technicians. Sunshine Boulevard North Lehigh Acres, Florida This project consisted of the construction of additional turn lanes, overhead signalization, and widening of the existing bridge at the intersection of Sunshine Boulevard North and 12th Street West in Lehigh Acres, Florida. GFA provided a geotechnical exploration consisting of six hand auger borings to depths of 5-feet below existing grade within the proposed turn lane areas, two standard penetration test borings to depths of 100-feet below existing grade on either side of the canal, north of the existing bridge, and four standard penetration test borings to depths of 25-feet below existing grade at the corners of the intersection. Collier County I RPS No. 21-7857 1 February 19, 2021 �Tbomas Manna �tion 2 3 Design Build -Step 1 -Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement y Gonstru 0 CAPITAL Prequalification 3.1, 6.1, 6.2, 6.3.1 , 7.1, 7.2, 7.3, 10.1 13.4, 13.5, 13.6 CA License: 32121 DBE Cert NAICS: 541330, 54340, 541990, 431690, 238990 Relevant Experience » 12 years of comprehensive experience encompassing all phases of planning and design and production for civil/site work projects » Experience in in a variety of planning, engineering, technical, analytical, statistical, graphical, public involvement and project review activities » Skilled in civil engineering site and roadway design/mapping and surveying, computer information science, management, cartography, and graphic design » Proficient in the use of state-of-the-art engineering software including Microstation and GEOPAK, ICPR, Adobe Illustrator and Photoshop, MathCAD, Sketchup, Leica HDS Cyclone and ESRI ArcGIS. » Public Involvement, master planning, permitting, environmental, construction Education B.S., Civil Engineering, University of Kansas Professional Registration Professional Engineer: Florida 72472 AICP No: 028767 General Contractor: Florida CGC 1525246 General Contractor: North Carolina 58054 General Contractor: South Carolina 109618 General Contractor: Tennessee 52456 DOT/FAA Airman Certificate UAS 3999943 FDOT Advanced TTC Certification 28347 Representative Project Experience Project Manager, Stockade Road; Immokalee, Florida. Construction of drainage and sidewalk improvements to Stockade Road. Adam provided coordination with the Seminole Tribe of Florida, Designer, and Contractor: shop drawing review; contract compliance; contractor clarifications and request for information; contract modifications; contractors monthly pay applications; as-built/record drawings; project closeout. He conducted bi- weekly progress meeting, and other meetings as required to facilitate project. Coordination/management of CEI firm, process RFI's, RFQ's, Field Orders, Work Change Directives, change management, conduct progress meetings Project Manager, Bus Stop Improvements to Achieve ADA Compliance; Collier County, Florida Site modifications required to bring 33 bus stops located along the state highway system in Collier County up to ADA compliance. Conducted the pre -construction meeting. Provided contract document interpretation in addressing request for information, field visits, review of and assist in field changes. Project Manager, Stirling Road/ SR848 Off -Site Roadway Improvement; Hollywood, Florida. Construction of three turn lanes and incidental improvements located near the intersection of SR 848/Stirling Road and SW 58th Avenue. The turn lanes were constructed to accommodate anticipated traffic generated by a future development in the existing vacant parcel. Adam provided coordination with the Seminole Tribe of Florida, Designer, and Contractor: shop drawing review; contract compliance; contractor clarifications and request for information; contract modifications; contractors monthly pay applications; as-built/record drawings; project closeout. He conducted bi-weekly progress meeting, and other meetings as required to facilitate project. Project Manager, 2018 Immokalee Complete Streets TIGER Grant, Immokalee, Florida. 20 Miles of concrete sidewalks,1 miles of shared -uses paths, 20 miles of upgrades drainage/ditch and swales/ 32 intersection enhancing treatments at priority intersections, enhanced bus stop amenities/shelters including 22 bus shelters, 35 benches, and 25 bike racks construction of a Bus Transfer Station at the Collier County Health Department in Immokalee. Comprehensive lighting improvements including five miles of street lights and 106 lit intersections A five -mile neighborhood bike boulevard network with traffic calming and wayfinding intersections. Responsibilities include developing the TIGER Grant package and the preliminary design/cost package for the project. The grant was awarded $ 13 Million through Federal TIGER Funding Roadway Design Engineer; Lee County Complete Streets Design Build Criteria Packages; Lee County, Florida. Design Criteria Packages efforts for the 11 planned projects listed in the Complete Streets Initiative TIGER Grant application. Project included the preparation of Conceptual Plans (horizontal layout on aerial photos) which delineated the intent of the proposed project(s), preparation of typical sections which defined project features such as sidewalks, pathways, bike lanes and shoulders; Coordinated NEPA permitting effort. Collier County I RPS No. 21-7857 1 February 19, 2021 y Ma° nes tion 24 Design Build -Step 1 -Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement y Construe I.-horflas �t ion coor tru FLORIDA DEPARTMENT of MANAGEMENT SERVICES office of supplier s DIVERSITY We serve those who serve Florida Thomas Marine Construction is not a Certified Minority Business Enterprise (MBE). We are committed to promoting other MBE's and have included Capital Consulting Solutions, LLC. on our team. Minority Business Certification Capital Consulting Solutions, LLC Is oenified under the provisions of 287 and 20.187, Florida Statures, for a period from: 06/28/2019 t^o 06/28/2021 Fmneaueoammem os�w. �s rhea �eRice of supplier dim usi ry mrK. o0 oi� r w ode r. ire reo.ma,:�,r�ruvo.nso.erm�s..�.e�.,.mN�naO.rem��e Collier County I RIDS No. 21-7857 1 February 19, 2021 y Ma° nest;on 2 5 Design Build -Step 1 -Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement y Gonstru� I.-horflas �tion coor tru ►�rm►�in Thomas Marine Collier County Construction Experience Thomas Marine's design build experience as prime contractor or team member in Collier County includes 11 different projects since 2008. Of those 3 were for Collier County, one was for FDOT, and 7 were private projects. Thomas Marine has constructed at least 37 other bridge and civil structural projects within the boundaries of Collier County. Collier County Bridge & Structure Projects for Collier County Government 1. Vanderbilt Drive Bridge and Box Culvert Replacement 2. Haldeman Creek Weir Replacement 3. Design Build Golden Gate Blvd over Miller Canal and GG Main Canal Phase 1 4. Design Build Golden Gate Blvd over GG Main Canal Phase II 5. Design Build Golden Gate Blvd over Miller Canal Phase II 6. Pine Ridge Canal Weir Replacement 7. Lakeland Avenue Bridge Replacement over the Cocohatchee Canal 8. Airport Pulling Road Bridge Widening over the Cocohatchee Canal 9. Livingston Road Bridge, Original Bridge and Widening over the Cocohatchee Canal 10. Vanderbilt Drive Pedestrian Bridges inside Wiggins Pass 11. Broken Back Bridge on Collier Blvd over the Cocohatchee Canal 12. Immokalee Road Animal Crossing and Box Culvert Extensions 13. Immokalee Road Box Culvert and Flood Gates over the Cypress Canal 14. Oil Well Road Bridge over the Golden Gate Main Canal 15. Oil Well Road Bridge over Camp Keais Strand 16. Bayshore Road Bridge Rehabilitation and Beautification over the Halderman River 17. Collier Blvd Pedestrian Bridge over the Henderson Creek Canal Bridge and Structure Projects in Collier County for other Governmental Clients 1. Design Build US 41 Six Lane Bridge over Henderson Creek, FDOT 2. US 41 Bridge over Haldeman Creek, FDOT 3. Everglades City School Flood Control Wall for Collier County School Board 4. Cocohatchee Canal Structure #2 Replacement for SFWMD 5. Faka Union Canal Structure # 4 Replacement for SFWMD 6. Golden Gate Main Canal Structure # 1 Rehabilitation for SFWMD 7. Golden Gate Main Canal Structure # 2 Replacement for SFWMD 8. Golden Gate Main Canal Structure # 3 Replacement for SFWMD 9. Miller Canal Structure # 3 Replacement for SFWMD 10. Curry Canal Control Structure for SFWMD 11. Tropicana Entry Bridge over the Golden Gate Main Canal for the Collier County School Board 12. Pedestrian Bridge for Edison State College 13. North Barfield Drive over Factory Bay for the City of Marco Island 14. Winterberry Drive Bridge over Roberts Bay for the City of Marco Island 15. Caxambas Bridge Rehabilitation for the City of Marco Island Collier County I RPS No. 21-7857 1 February 19, 2021 W-.rnOm�S ►Marin �tion26 Design Build - Step 1 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement eg �onstru Private Bridges for Various Clients 1. Bridgeway Villas Entrance Bridge 2. Collier Charter Entry Bridge 3. The National at Ave Maria Entrance Bridge 4. Addies Corner Entry Bridge 5. Founders Square Entry Bridge 6. The Isles of Colliers Reserve Bridge 7. Sabal Bay Bridge 8. Mirosol Entry Bridge over the Cocohatchee Canal 9. Heritage Bay, 2 Entry Bridges over the Cocohatchee Canal 10. Heritage Bay Interior Bebo Arch Bridge 11. The Quarry Entry Bridge over the Cocohatchee Canal 12. The Quarry Interior Bridges, 2 Each 13. Fiddlers Creek Bridge 14. Treviso Bay Entry Bridge Design Build Relevant Experience This DB team has a substantial amount of experience. Each project is described below in more detail. Golden Gate Blvd Design -Build Bridges Phase I, Collier County Thomas Marine was prime contractor teamed with Johnson Engineering among other firms that designed and constructed replacement bridges over the Golder Gate Main Canal and Miller Canal. The project included 18" driven pile, channel excavation, CIP decks, rails, temporary detour bridges, roadway, drainage, 36" water main, signage, striping and grassing. The project was completed for the original low bid DB cost with no change orders and was completed per the original schedule. Importantly, the Design Build Team led by prime Contractor Thomas Marine Construction priced the project at $4.1 kk and the next team priced the project at $5.8kk. That resulted in a massive saving for the taxpayers of Collier County and a time savings resulting from our innovative design and superior construction methodology. Golden Gate Blvd DB Bridge Over Golden Gate Maine Canal Phase II, Collier County Thomas Marine was the structural contractor teamed with Johnson Engineering among other firms that designed and constructed replacement a bridge over the Golden Gate Main Canal. The project included 18" driven pile, channel excavation, CIP decks, rails, and slope protection to widen the bridge constructed 5 years earlier in Phase I above. Golden Gate Blvd DB Bridge Over Miller Canal Phase II, Collier County Thomas Marine was the structural contractor teamed with Johnson Engineering among other firms that designed and constructed the widening of a replacement bridge over the Miller Canal. The project included 18" driven pile, channel excavation, CIP decks, rails, and slope protection to widen the bridge constructed 7 years earlier in Phase I above. US 41 Bridge Over Henderson Creek-FDOT DB Project E1M43, Collier County Thomas Marine was the structural contractor teamed with Johnson Engineering among other firms that designed and constructed a 6 lane replacement bridge for an out dated existing bridge over Henderson Creek. The project included 24" driven pile, channel excavation, CIP decks, rails, and slope protection and extensive phasing to avoid utility conflicts. Collier County I RPS No. 21-7857 1 February 19, 2021 W—.rnOm�s Marro tion 2 7 Design Build - Step 1 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement W t;,"stru� US41 North & South Access Road Bridges over Elkcam Waterway, Charlotte County Johnson Engineering was part of Thomas Marine Construction's design build team to replace the Elkcam Waterway Bridges — North and South U.S. 41 Access Roads. The North Bridge (#014022) was built in 1962. & the south bridge (#014023), was built in 1963. The North bridge is approximately 34 ft in length and the South is approximately 104 ft in length. The new North and South bridges consist of two 11' lanes and 1.5' shoulders on each side of the bridge and provide a 5' sidewalk and an 8' sidewalk for each bridge. The design/build budget was set at $3.7 million. Johnson Engineering was the lead civil engineer consultant and responsible for permitting, survey, environmental, aerial utility relocation, private utility coordination, and civil disciplines. The design and permitting consisted of construction drawings illustrating all required work to remove and replace the existing bridges. Final design plans for these two structures meet the latest County Codes and Regulations including ADA requirements. Johnson Engineering was responsible for all permitting at local, state and federal levels for the design/build team. Lee County Complete Streets Project, Daniels Parkway, Lee County Thomas Marine was teamed with Bridging Solutions to perform final bridge design and construction services in a design build format for 2 new pedestrian bridges that provided access for a new multi -use path over wetland sloughs for the Lee County Metropolitan Planning Organization (MPO). Both bridges consisted of welded steel trusses with cast -in -place concrete decks supported on CIP concrete abutments founded on spread footings. The bridges were constructed immediately adjacent to existing vehicular bridges and the span lengths were 94 feet and 104 feet. The project was completed for the original budget and on time. Bridge Way Villas Bridge Superstructure Replacement, Collier County Bridging Solutions performed preliminary and final design services in a design build formatwith Thomas Marine Construction for the superstructure replacement of the entrance bridge to the Bridge Way Villas community in Pelican Bay. The existing bridge consisted of a 35-year-old glue laminated timber beam and deck superstructure supported on cast in place concrete abutments. In the summer of 2019, the timber superstructure was replaced using composite steel rolled beams and a composite concrete deck. A similar appearance to the existing bridge was desirable to the community which led to decisions to maintain the large camber in the beams and install custom steel railings. Founders Square Entrance Bridge, Collier County Bridging Solutions performed preliminary and final bridge design services in a design build format with Thomas Marine Construction for the new entrance bridge to the Founders Square multi -use development in Collier County, Florida. The bridge spans the Collier Boulevard Canal and consists of a single 27-foot span reinforced concrete slab bridge supported on prestressed concrete pile bents. To enhance the aesthetics of the bridge, custom concrete and aluminum traffic barriers were specified and a FDOT Class 5 finish was applied to the exposed concrete elements. Addison Place Entrance Bridge, Collier County Bridging Solutions performed preliminary and final bridge design services in a design build format with Thomas Marine Construction for the new entrance bridge to the Addison Place multi -use development in Collier County, Florida. The bridge spans the Cocahatchee Canal and consists of a single 31-foot span reinforced concrete slab bridge supported on prestressed concrete pile bents. The close proximity of an existing water main on the north side of the canal affected the location of the bridge and the type of wingwall used on the northwest bridge quadrant. To enhance the aesthetics of the bridge, Texas Standard Barriers were specified and a FDOT Class 5 finish was applied to the exposed concrete elements. Riverstone Community Bridge, City of Lakeland Bridging Solutions performed preliminary and final bridge design services in a design build format with Thomas Marine Construction for a new bridge over a wetland conservation area in the Riverstone Community in Lakeland, Florida. The bridge is a continuous cast -in -place (CIP) concrete flat slab bridge that consists of 5 — 35-foot spans with a total length of 215 feet. The bridge is supported on CIP concrete bents supported on 18" prestressed concrete piles. Collier County I RPS No. 21-7857 1 February 19, 2021 �.rn�meS Q Marin ion (� Design Build - Step 1 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement � ;onstru� Charter School of Collier County Entrance Bridge, Collier County Bridging Solutions performed preliminary and final bridge design services in a design build format with Thomas Marine Construction for the new entrance bridge over the Cocahatchee Canal for a new charter school off Immokalee Road in Golden Gate Estates. The new bridge is a 55-foot span, adjacent, prestressed slab beam bridge founded on pile supported end bents. Babcock Ranch Entrance Bridge, Charlotte County Bridging Solutions prepared the final design plans and specifications in a design build format with Thomas Marine Construction for the entrance "faux" bridge to the new Town of Babcock Ranch off FL Route 31. The new entrance bridge incorporated 140 foot long by 16 feet high steel through trusses supported on shallow concrete spread footings. The roadway embankment was supported using a mechanically stabilized earth wall system using concrete blocks and geosynthetic geogrids. I East Fork Creek Farm Bridge Replacement, Lee County Bridging Solutions performed preliminary and final bridge design services in a design build format with Thomas Marine Construction for the replacement of this 30-foot-long bridge that spans the East Fork Creek in Lee County, FL. The new bridge is a single span cast -in -place slab supported on a spread footing. The bridge was designed and replaced in less than 30 days. SR 80 Bridges at Bedman Creek, FDOT Financial Project # 195610-1-52-01, Lee County The project was part of a design -build widening of SR 80 in eastern Lee County, FL for the Florida Department of Transportation. Thomas Marine was part of five companies that partnered to perform design, build, and inspection services for the Florida Department of Transportation. The project was a pilot project for FDOT as they worked to explore design -build methodology. As a pilot project, the project received much attentions and scrutiny. Kevin Shimp, PE was on board from day one of the proposal. His and his company's unique position as both highway bridge constructors who use their own forces and the company's state licensed engineers gave the team a distinct advantage over other teams. Familiarity with design, right of way acquisition, and permitting all aided the design process in this infancy of the project. During construction, maintaining the health of the natural and protected creek were important aspects. The two four span bridges on driven pile foundations carrying a total of 5 lanes of traffic were completed just as design build should be completed, at projected cost with no changes and earlier than scheduled. Olde Town Creek Road Design Build Bridge Replacement, Hardee County This project included the replacement of two failing wooden bridges while maintaining traffic access to the businesses and properties on the north end of the roadway. After verifying that a large FDOT cast in place culverts would meet permitting requirements, Kevin Shimp, PE performed the hydraulic calculations and sized the box culvert openings. Further, structure and roadway were brought to compliance with the roadway and bridge standards of the time. During construction public safety was paramount. The roadway is subject to flooding and is of inadequate width by modern standards. Our company's maintenance of traffic and bypass structures were monitored and maintained day and night during construction. The project was completed on time and at the original contract price. Buzzard Roost Bridge Replacement-Design/Build, Desoto County The project included the replacement of a bridge crossing on Pine Level Road in Desoto County. Our company recognized that to avoid permitting issues the best plan was to proceed with a "like kind" replacement. The failing structure was three 66" metal culverts that were inadequate to handle the channel flow in normal flood events. After verifying that a larger three -barrel FDOT cast in place culvert would suffice and meet the "like kind" permitting requirements, Kevin Shimp, PE performed the hydraulic calculations and sized the box culvert openings. Further, structure and roadway were brought to compliance with the roadway and bridge standards of the time. Construction was completed, with the coordination of neighboring property owners, in two months. Collier County I RPS No. 21-7857 1 February 19, 2021 4.rnOm�S ►Marla �tion29 Design Build - Step 1 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement eg �onStru The Quarry Bridges, Collier County Thomas Marine was contracted from design phase through construction for three bridges for Centex Homes as the developed The Quarry. The process included design engineers, geotechnical consultants, extensive work with SFWMD officials for permitting, and utility relocation of a regional FPL facility. The private work was designed with TMC's participation to control cost and maximize constructability. The Paseo Bridge, South Fort Myers Thomas Marine was contracted from design phase through construction one 320' long bridge through a cypress head for Stock Development. The design and geotech consultants were under subcontract with TMC. The process included coordination with the owner, his architect, planners, extensive work with SFWMD officials for permitting, and utility coordination with other contractors. CR 78 over Whisper Creek, Hendry County Johnson Engineering provided the survey, design, permitting, and construction engineering and inspection (CEI) services for the Old C.R. 78 Whisper Creek culvert replacement located just north of the Caloosahatchee River in Hendry County. The existing culvert crossing on Old C.R. 78 was an aging arched corrugated metal pipe (CMP), which was pulling roadway embankment material through corrosion in the culvert walls. The replaced culvert crossing required a single barrel 5' x 11' concrete box culvert. The culvert was constructed using a cast in place design. The design had to accommodate future FDOT funded sidewalks on the south side of the roadway, which required temporary construction easements to construct the headwalls within the limits of existing right-of-way. Serving as the only route to a local motel and public boat ramp, the design required phased construction so that traffic could be maintained at all times within the limited public right-of-way. Boca Grande Causeway -South and Center Fixed Bridge Replacement, Gasparilla Island Bridge Authority Johnson Engineering was a sub -consultant to prime design firm DRMP on this project which included replacement of the two fixed bridges on the Boca Grande Causeway. Johnson Engineering provided all survey, roadway, drainage, and utility design for the project. Drainage was a challenge on this project as the project discharged to an Outstanding Florida Water and in -kind bridge replacement was not possible. We were able to design shallow dry detention areas that met the District's water quality criteria without requiring any additional right-of-way. Minimizing, or Eliminating, Change Orders Minimizing change orders is important for all projects and especially so for design -build (DB) projects. Change orders slow progress and expose the County and the DB team to budgetary, scheduling, and quality control risks. Change orders can be prevented by a thorough understanding of site conditions, clear project goals and parameters, and feasibility of various construction methods. When contracting in a Design Build format design errors are minimized or entirely eliminated by DB team's quality control review. Thomas Marine strives to keep change orders to a minimum by partnering with owner -clients to find saving for each job on which we are working. Even with owner -requested change orders for additional work not in the original scope, Thomas Marine often finds savings elsewhere to offset the additional work thus keeping projects below their original bid price. Collier County I RPS No. 21-7857 1 February 19, 2021 411-0-0'rnUA1gs 30 Marie ion Design Build - Step 1 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement � C,Ostruc� Below is a list of recent examples, some for Collier County as prime contractor, that finished either on budget or with savings. Additionally all are on time or early. In either a low bid format or a DB format, Thomas Marine prides its company performance on no change orders and no delays. Final OriginalConstruction Name Client ScopeProject . Final Days at Order Completion Cost Days Completion Replacement of a deteriorating 3 span bridge Vanderbilt Drive Bridge Collier County and a box culvert with roadway rebuild, water $ 5,419,9 15 $ 4,953,758 $ (466, 157) 55 545 Replacements mains, force mains, sidewalks, pedestrian bridge relocation, and landscaping. Design Build Golden Replacement of two load rated bridges with Collier County roadway rebuild, 36" water main, sidewalks, $ 4,048,944 $ 4,048,944 $ - 5 7 0 570 Gate Blvd Bridges pedestrian bride relocat, and landscaping. Pine Ridge Canal Weir One new sheet pile and concrete water Collier County controll stucture complete with flood gates, $ 793,939.75 $ 793,445.75 $ (494) 150 123 Replacement fencing, site work, and channel excavation. Founder's Square Entry Collier One new bridge complete on driven pile with steel sheet pile abutments and channel $ 1,227,550 $ 1,207,323 $ (20,227) 200 250 Bridge Enterprises excavation. Edgewater Drive Bridges Charlotte Replacement of two 5 span bridges and one 3 span bridge with retaining walls and $ 8,669,182 $ 8,651,895 $ (17,287) 700 6 0 and Retaining Walls County architectural rail. Phase 3 and One new 6 span bridge complete on driven Bridges City of Lakeland pile with cast in place decks and channel $ 1,289,895 $ 1,289,895 $ - 150 1=5 4 4 Bridges excavation. Collier County I RIPS No. 21-7857 I February 19, 2021 y hO marne t;on 3 1 Design Build - Step 1 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement y Gonstru� Collier County Administrative Services Department Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: Design/Build Golden Gate Pkwy Over Santa Barbara Canal Bridge Replacement, RPS No. 21-7857 Reference Questionnaire for: Thomas Marine Construction, Inc (Name of Company Requesting Reference Information) Kevin C Shimp, PE President (Name of Individuals Requesting Reference Information) Name: Dan Waters, PE (Evaluator completing reference questionnaire) Email: dwaters@barroncollier.com FAX: Company: Creekside West, Inc (Evaluator's Company completing reference) 239 262 2600 Collier County has implemented a process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey. Please rate each criteria to the best of your knowledge on a scale of 1 to 10, with 10 representing that you were very satisifed (and would hire the firm/individual again) and 1 representing that you were very unsatisfied (and would never hire the firm/indivdival again). If you do not have sufficient knowledge of past performance in a particular area, leave it blank and the item or form will be scored "0." Project Description: Project Budget: Bridge Construction $5241760.00 Completion Date: Sept 31, 2018 Project Number of Days: 100 Item Criteria Score (must be completed) 1 Ability to manage the project costs (minimize change orders to scope). 10 2 Ability to maintain project schedule (complete on -time or early). 10 3 Quality of work. 10 4 Quality of consultative advice provided on the project. 10 5 Professionalism and ability to manage personnel. 10 6 Project administration (completed documents, final invoice, final product turnover; invoices; manuals or going forward documentation, etc.) 10 7 Ability to verbally communicate and document information clearly and succinctly. 10 8 Abiltity to manage risks and unexpected project circumstances. 10 9 Ability to follow contract documents, policies, procedures, rules, regulations, etc. 10 10 Overall comfort level with hiring the company in the future (customer satisfaction). 10 TOTAL SCORE OF ALL ITEMS 100 Collier County Administrative Services Department Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: Design/Build Golden Gate Pkwy Over Santa Barbara Canal Bridge Replacement, RPS No. 21-7857 Reference Questionnaire for: Thomas Marine Construction, Inc (Name of Company Requesting Reference Information) Kevin C Shimp, PE President (Name of Individuals Requesting Reference Information) Name: Matt Desotell, Area Manager (Evaluator completing reference questionnaire) Email: mdesotell@ajaxpaving.com FAX: Company: Ajax Paving Industries of Florida, LLC (Evaluator's Company completing reference) 239 936 9444 Collier County has implemented a process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey. Please rate each criteria to the best of your knowledge on a scale of 1 to 10, with 10 representing that you were very satisifed (and would hire the firm/individual again) and 1 representing that you were very unsatisfied (and would never hire the firm/indivdival again). If you do not have sufficient knowledge of past performance in a particular area, leave it blank and the item or form will be scored "0." Project Description: Project Budget: GG Design Build Bridge over Miller Canal $886,497.50 Completion Date: December 15, 2019 Project Number of Days: 300 Item Criteria Score (must be completed) 1 Ability to manage the project costs (minimize change orders to scope). 10 2 Ability to maintain project schedule (complete on -time or early). 10 3 Quality of work. 10 4 Quality of consultative advice provided on the project. 10 5 Professionalism and ability to manage personnel. 10 6 Project administration (completed documents, final invoice, final product turnover; invoices; manuals or going forward documentation, etc.) 10 7 Ability to verbally communicate and document information clearly and succinctly. 10 8 Abiltity to manage risks and unexpected project circumstances. 10 9 Ability to follow contract documents, policies, procedures, rules, regulations, etc. 10 10 Overall comfort level with hiring the company in the future (customer satisfaction). 10 TOTAL SCORE OF ALL ITEMS 100 Collier County Administrative Services Department Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: Design/Build Golden Gate Pkwy Over Santa Barbara Canal Bridge Replacement, RPS No. 21-7857 Reference Questionnaire for: Thomas Marine Construction, Inc (Name of Company Requesting Reference Information) Kevin C Shimp, PE President (Name of Individuals Requesting Reference Information) Name: Aaron Arm, Project Manager (Evaluator completing reference questionnaire) Email: aarm@bergeroninc.com FAX: Company: Bergeron Land Development, Inc (Evaluator's Company completing reference) (954) 594-0965 Collier County has implemented a process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey. Please rate each criteria to the best of your knowledge on a scale of 1 to 10, with 10 representing that you were very satisifed (and would hire the firm/individual again) and 1 representing that you were very unsatisfied (and would never hire the firm/indivdival again). If you do not have sufficient knowledge of past performance in a particular area, leave it blank and the item or form will be scored "0." Project Description: Project Budget: US 41 over North Creek, FDOT $1,491,455.81 Completion Date: November 30, 2020 Project Number of Days: 330 Item Criteria Score (must be completed) 1 Ability to manage the project costs (minimize change orders to scope). 10 2 Ability to maintain project schedule (complete on -time or early). 10 3 Quality of work. 10 4 Quality of consultative advice provided on the project. 10 5 Professionalism and ability to manage personnel. 10 6 Project administration (completed documents, final invoice, final product turnover; invoices; manuals or going forward documentation, etc.) 10 7 Ability to verbally communicate and document information clearly and succinctly. 10 8 Abiltity to manage risks and unexpected project circumstances. 10 9 Ability to follow contract documents, policies, procedures, rules, regulations, etc. 10 10 Overall comfort level with hiring the company in the future (customer satisfaction). 10 TOTAL SCORE OF ALL ITEMS 100 Collier County Administrative Services Department Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: Design/Build Golden Gate Pkwy Over Santa Barbara Canal Bridge Replacement, RPS No. 21-7857 Reference Questionnaire for: Thomas Marine Construction, Inc (Name of Company Requesting Reference Information) Mark Mabee, Vice President/PM (Name of Individuals Requesting Reference Information) Name: Andy Carrier, Construction Project Consultant II (Evaluator completing reference questionnaire) Email: Andy.J.Carrier@Florida DEP.gov, FAX: Company: Florida Department of Env. Protection (Evaluator's Company completing reference) 941 8827201 Collier County has implemented a process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey. Please rate each criteria to the best of your knowledge on a scale of 1 to 10, with 10 representing that you were very satisifed (and would hire the firm/individual again) and 1 representing that you were very unsatisfied (and would never hire the firm/indivdival again). If you do not have sufficient knowledge of past performance in a particular area, leave it blank and the item or form will be scored "0." Project Description: Project Budget: Oscare Scherer State Park Bridge $519,600.00 Completion Date: October 31, 2019 Project Number of Days: 120 Item Criteria Score (must be completed) 1 Ability to manage the project costs (minimize change orders to scope). 10 2 Ability to maintain project schedule (complete on -time or early). 10 3 Quality of work. 10 4 Quality of consultative advice provided on the project. 10 5 Professionalism and ability to manage personnel. 10 6 Project administration (completed documents, final invoice, final product turnover; invoices; manuals or going forward documentation, etc.) 10 7 Ability to verbally communicate and document information clearly and succinctly. 10 8 Abiltity to manage risks and unexpected project circumstances. 10 9 Ability to follow contract documents, policies, procedures, rules, regulations, etc. 10 10 Overall comfort level with hiring the company in the future (customer satisfaction). 10 TOTAL SCORE OF ALL ITEMS 100 Collier COMHty Administrative Services Department Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: 21-7857 Reference Questionnaire for: Brid6nQ Solutions, LLC (Name of Company Requesting Reference Information) Ralph Verrastro, PE and Rolando Corsa, PE (Name of Individuals Requesting Reference Information) Name: Dan Waters, PE (Evaluator completing reference questionnaire) Email: FAX: NA Company: Peninsula Engineering (Evaluator's Company completing reference) 239.403.6830 Collier County has implemented a process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey. Please rate each criteria to the best of your knowledge on a scale of 1 to 10, with 10 representing that you were very satisifed (and would hire the firm/individual again) and 1 representing that you were very unsatisfied (and would never hire the firm/indivdival again). If you do not have sufficient knowledge of past performance in a particular area, leave it blank and the item or form will be scored "0." Project Description: Founders Square Entrance Bridge Completion Date: November 20, 2020 Project Budget: $1.2 mil Project Number of Days: 150 days Item Criteria Score (must be completed) 1 Ability to manage the project costs (minimize change orders to scope). 10 2 Ability to maintain project schedule (complete on -time or early). 10 3 Quality of work. 10 4 Quality of consultative advice provided on the project. 10 5 Professionalism and ability to manage personnel. 10 6 Project administration (completed documents, final invoice, final product turnover; invoices; manuals or going forward documentation, etc.) 10 7 Ability to verbally communicate and document information clearly and succinctly. 10 8 Abiltity to manage risks and unexpected project circumstances. 10 9 Ability to follow contract documents, policies, procedures, rules, regulations, etc. 10 10 Overall comfort level with hiring the company in the future (customer satisfaction). 10 TOTAL SCORE OF ALL ITEMS 100 00 ier County Administrative Services Department Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: Design/Build Golden Gate Pkwy Over Santa Barbara Canal Bridge Replacement, RPS No. 21-7857 Reference Questionnaire for: Johnson Engineering, Inc. (Name of Company Requesting Reference Information) Josh Hildebrand, PE, PTOE (Name of Individuals Requesting Reference Information) Name: Ms. Kelly O'Nan, El (Evaluator completing reference questionnaire) Email: konan@hendryfla.net Company: Hendry County (Evaluator's Company completing reference) FAX: (863) 674-2941 (863) 675-5222 Collier County has implemented a process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey. Please rate each criteria to the best of your knowledge on a scale of 1 to 10, with 10 representing that you were very satisifed (and would hire the firm/individual again) and 1 representing that you were very unsatisfied (and would never hire the fum/indivdival again). If you do not have sufficient knowledge of past performance in a particular area, leave it blank and the item or form will be scored "0." Project Description: Project Budget: Whisper Creek (CEI) $77,130 Completion Date: May 2016 Project Number of Days: 150 Item Criteria Score (must be completed) 1 Ability to manage the project costs (minimize change orders to scope). 10 2 Ability to maintain project schedule (complete on -time or early). 10 3 Quality of work. 10 4 Quality of consultative advice provided on the project. 10 5 Professionalism and ability to manage personnel. 10 6 Project administration (completed documents, final invoice, final product turnover; invoices; manuals or going forward documentation, etc.) 10 7 Ability to verbally communicate and document information clearly and succinctly. 10 8 Abiltity to manage risks and unexpected project circumstances. 10 9 Ability to follow contract documents, policies, procedures, rules, regulations, etc. 10 10 Overall comfort level with hiring the company in the future (customer satisfaction). 10 TOTAL SCORE OF ALL ITEMS 100 I.-horflas �tion coor tru mtoImeff Location of the Design Build Team One of the greatest benefits our team offers is the fact that our entire team is made up of companies with headquarters in SW Florida with extensive experience in bridge design, roadway design, permitting coordination, public information dissemination and most importantly bridge and roadway construction experience in a design -build format. Bridging Solutions has been designing bridges in SW Florida since 2004. TMC has been constructing bridges in SW Florida since 1982. Johnson Engineering has offered a broad array of engineering services including survey, roadway, hydraulics, permitting and public information coordination in SW Florida since 1946. Kevin Shimp, PE (TMC's Construction Project Manager) and Ralph Verrastro, PE (Design Project Manager with BSLLC) will be available to meet with the County as necessary and on demand. We will always be a phone call or a 30-minute drive away. Our location and experience on past projects with all of the County departments will facilitate the efficient production and delivery of project reports, plans, specifications, roadway construction, bridge construction, and post design services during construction. We take pride in being responsive and timely which facilitates cost-effective services for the County and provides for efficient communication, coordination, and decision making. Our local companies and staff have extensive experience working together and with Collier County. Our management team will be hands-on throughout the entire process, working together and with the County to identify opportunities, address challenges, and mitigate risks. Combined, our team has over 250 employees and over 120 pieces of heavy and specialized roadway construction equipment all located in SW Florida. Our team has the resources of large national competitors, but our management structure provides the attention and responsiveness of a small firm that values our re Collier County I RPS No. 21-7857 1 February 19, 2021 ez'rnoAlgs Q Mario ion (� Design Build - Step 1 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement � Construct Project Approach & Execution of the Work Having performed numerous similar bridge design build construction projects both as a team and individually, we have developed an approach to help us get these projects done in the most efficient manner possible. Though site conditions will vary for every bridge project we do, the overall requirements and deliverables generally stay the same. Our standard "plan of attack" has served us well in the past and we believe is well -suited for this project. For the Golden Gate Parkway Santa Barbara Canal Bridge Replacement Project, the project management will be administered out of our Collier County office on site. The following activities provides a brief description of the steps we take in our approach to this bridge design build project. Design Activities At the inception of design process all existing information must be gathered that was not available in the RPS phase and design shall commence following typical FDOT methods and standards. Design Qualitv Assurance/Quality Control Process Plan Prior to beginning this project, we will evaluate and modify our QA/QC plan to ensure all aspects of the project are covered from design through construction. Pre -Construction Activities The pre -construction phase is critical to a successful project. It is imperative that all entities share the same expectations and goals at the start of construction. General Management and Project Administration The day-to-day administration of the project during construction is led by the Project Manager and assisted by the Contract Support Specialist (CSS). Construction Inspection The regular construction observation and inspection falls on our inspectors. Project Close -Out As the construction completion nears, it is essential to properly document and confirm all work items have been addressed to the County's satisfaction. Collier County I RPS No. 21-7857 1 February 19, 2021 ��meS Marro �tan Design Build - Step 1 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement y CUnStrU i39 I.-horflas �tion coor tru 5. RECENT, CURRENT, & PROJECTED WORKLOAD Recent, Current, and Projected Workload Project Our DB team has the staff and resources to allocate to this project and ensure its success. We are committed to making our staff available to the County for this project, and we will allocate / reallocate staff as needed to meet deadlines. We have an outstanding reputation for delivering bridge construction projects both on time and within budget. We also understand the detailed needs and importance of working within our clients budgets. The table below shows our most relevant projects, their value, and their percent of completion. As you can see, we have sufficient time to devote to your project. PROJECT Labelle Airport CONTRACT VALUE $ 967,878 % COMPLETE 75% COMPLETE AT PROJECTED NTP 100% COMPLETION DATE Jun-21 Gator Canal Bridge Replacement $ 1,386,644 22% 100% Dec-21 Elkcam Waterway Culvert Structure $ 1,896,463 30% 100% Aug-21 Reynolds Street Bridge Replacement $ 1,152,537 29% 100% May-21 SR 31 Shoulder -Work $ 346,376 85% 100% Feb-21 Freedom Park Excavation and Drainage $ 1,450,960 0% 100% Aug-21 Goodland Drive Rework and Drainage $ 2,899,055 0% 100% Aug-21 Total $ 10,099,913 Collier County I RIPS No. 21-7857 1 February 19, 2021 ez'rnUA1gs 40 Mann ion Design Build - Step 1 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement � Construe Availability of the Team All key team members are committed to providing availability and are prepared to dedicate the necessary time and efforts to their respective tasks. With more than 120 staff on our DB team in Southwest Florida and a wide range of services provided, we can offer our clients the comprehensive experience of a larger firm while still maintaining the flexibility and attention to client service of a smaller firm. It also allows us great flexibility to efficiently manage multiple task assignments or intensify efforts on a single task, as required. We have the capacity to accommodate changes to project schedules and complete critical paths on time. A summary of our team's projected workload and time and resource availability for this project is provided below. Kevin Shimp, PE, CGC (TMC) Mark Mabee (TMC) Darren Watkins, El (TMC) Sam Mathews (TMC) Field Crews (TMC) Ralph Verrastro, PE (BSLLC) Rolando Corsa, PE (BSLLC) josh Hildebrand, PE QEI) Leah Holmes, PE QEI) Rick Acosta, PE, CFM QEI) AndyTilton, PE QEI) Laura Dejohn,AICP QEI) Vee Lofton QEI) Guy Adams, PSM QEI) Michael Dickey, PE QEI) Laura Herrero, CE QEI) AVAILABLE FOR THIS PROJECT COMMITTED TO OTHER AVAILABLE FOR OTHER PROJECTS FUTURE POTENTIAL PROJECTS a a Collier County I RIPS No. 21-7857 1 February 19, 2021 �Th°mes grin 001141 Design Build - Step 1 - Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement � G0nstru I.-horflas �tion coor tru W11:�I Collier County Administrative Services Department Procurement Services Division Vendor Check List IMPORTANT: Please review carefully and submit with your Proposal/Bid. Vendor should checkoff each of the following items: ® General Bid Instructions has been acknowledged and accepted. © Collier County Purchase Order Terms and Conditions have been acknowledged and accepted. ® Form 1: Vendor Declaration Statement © Form 2: Conflict of Interest Certification ® Proof of status from Division of Corporations - Florida Department of State (If work performed in the State) - http://dos.myflorida.com/sunbiz/ should be attached with your submittal. ® Vendor MUST be enrolled in the E-Verify - https://www.e-verify.gov/ at the time of submission of the proposal/bid. ® Form 3: Immigration Affidavit Certification MUST be signed and attached with your submittal or you MAY be DEEMED NON -RESPONSIVE ® E-Verify Memorandum of Understanding or Company Profile page should be attached with your submittal. ® Form 4: Certification for Claiming Status as a Local Business, if applicable, has been executed and returned. Collier or Lee County Business Tax Receipt should be attached with your submittal to be considered. ® Form 5: Reference Questionnaires form MUST be utilized for each required reference and included with your submittal, or you MAY be DEEMED NON -RESPONSIVE. ® Form 6: Grant Provisions and Assurances package in its entirety, if applicable, are executed and should be included with your submittal. All forms must be executed, or you MAY be DEEMED NON -RESPONSIVE. ® Vendor W-9 Form. ® Vendor acknowledges Insurance Requirements and is prepared to produce the required insurance certificate(s) within five (5) days of the County's issuance of a Notice of Recommend Award. ® The Bid Schedule has been completed and attached with your submittal, applicable to bids. ® Copies of all requested licenses and/or certifications to complete the requirements of the project. ® All addenda have been signed and attached, or you MAY be DEEMED NON -RESPONSIVE. ® County's IT Technical Architecture Requirements has been acknowledged and accepted, if applicable. Any and all supplemental requirements and terms has been acknowledged and accepted, if applicable. c09er County Administrative Services Department Procurement Services Division Form 1: Vendor Declaration Statement BOARD OF COUNTY COMNIISSIONERS Collier County Government Complex Naples, Florida 34112 Dear Commissioners: The undersigned, as Vendor declares that this response is made without connection or arrangement with any other person and this proposal is in every respect fair and made in good faith, without collusion or fraud. The Vendor hereby declares the instructions, purchase order terms and conditions, requirements, and specifications/scope of work of this solicitation have been fully examined and accepted. The Vendor agrees, if this solicitation submittal is accepted by Collier County, to accept a Purchase Order as a form of a formal contract or to execute a Collier County formal contract for purposes of establishing a contractual relationship between the Vendor and Collier County, for the performance of all requirements to which this solicitation pertains. The Vendor states that the submitted is based upon the documents listed by the above referenced solicitation. The Vendor agrees to comply with the requirements in accordance with the terms, conditions and specifications denoted herein and according to the pricing submitted as a part of the Vendor's bids. Further, the Vendor agrees that if awarded a contract for these goods and/or services, the Vendor will not be eligible to compete, submit a proposal, be awarded, or perform as a sub -vendor for any future associated work that is a result of this awarded contract. IN WITNESS WHEREOF, WE have hereunto subscribed our names on this _19th day of February, 2021 in the County of _Lee , in the State of Florida Firm's Legal Name: Thomas Marine Construction, Inc. Address: 8999 High Cotton Lane City, State, zip code: Fort Myers, FL 33905 Florida Certificate of F68794 Authority Document Number Federal Tax 59-2163377 Identification Number *CCR # or CAGE Code 5WNY4 *Only if Grant Funded Telephone: 239-337-0008 Email: Signature by: (Typed and written) Title: ***UPDATED JANUARY 28, 2020*** Additional Contact Information Send payments to: (required if different from Company name used as payee above) Contact name: Title: Address: City, State, ZIP Telephone: Email: Office servicing Collier County to place orders (required if different from above) Contact name: Title: Address: City, State, ZIP Telephone: Email: Co Ter County .y. Administrative Services Department Procurement Services Division Form 2: Conflict of Interest Certification Affidavit The Vendor certifies that, to the best of its knowledge and belief, the past and current work on any Collier County project affiliated with this solicitation does not pose an organizational conflict as described by one of the three categories below: Biased ground rules — The firm has not set the "ground rules" for affiliated past or current Collier County project identified above (e.g., writing a procurement's statement of work, specifications, or performing systems engineering and technical direction for the procurement) which appears to skew the competition in favor of my firm. Impaired objectivity — The firm has not performed work on an affiliated past or current Collier County project identified above to evaluate proposals / past performance of itself or a competitor, which calls into question the contractor's ability to render impartial advice to the government. Unequal access to information —The firm has not had access to nonpublic information as part of its performance of a Collier County project identified above which may have provided the contractor (or an affiliate) with an unfair competitive advantage in current or future solicitations and contracts. In addition to this signed affidavit, the contractor / vendor must provide the following: 1. All documents produced as a result of the work completed in the past or currently being worked on for the above -mentioned project; and, 2. Indicate if the information produced was obtained as a matter of ptublic record (in the "sunshine") or through non-public (not in the "sunshine") conversation (s), meeting(s), document(s) and/or other means. Failure to disclose all material or having an organizational conflict in one or more of the three categories above be identified, may result in the disqualification for future solicitations affiliated with the above referenced project(s). By the signature below, the firm (employees, officers and/or agents) certifies, and hereby discloses, that, to the best of their knowledge and belief, all relevant facts concerning past, present, or currently planned interest or activity (financial, contractual, organizational, or otherwise) which relates to the project identified above has been fully disclosed and does not pose an organizational conflict. Kevin State of Florida Countyof Lee 5truction. Inc. Company Name Signature Print Name and Title The foregoing instrument was acknowledged before me by means of ® physical presence or ❑ online notarization, this 19th day of Few_ (month), 2021 (year), by Kevin C. Shim (name of person acknowledging). Personally Known OR Produced Identification Type of Identification Produced Signature of Notary Public - State of Florida) Linda Solich (Print, Type, or Stamp Commissioned Name of Notary Public) LINDASOUCH *; * Commission 8 00 272882 o'if Expires Fsbaary5, 2023 BonQ�dTtruToyFakh*=Woo0 *Ms-7019 ***UPDATED JANUARY 28, 2020*** r Go Ter county Administrative Services Department: Procurement Services Division Form 3: Immigration Affidavit Certification This Affidavit is required and should be signed, by an authorized principal of the firm and submitted with formal solicitation submittals. Further, Vendors are required to be enrolled in the E-Verify program (https://www.e-verify.gov/), at the time of the submission of the Vendor's proposalibid. Acceptable evidence of your enrollment consists of a copy of the properly completed E- Verify Company Profile page or a copy of the fully executed E-Verify Memorandum of Understanding for the company which will be produced at the time of the submission of the Vendor's proposal/bid or within five (5) day of the County's Notice of Recommend Award. FAILURE TO EXECUTE THIS AFFIDAVIT CERTIFICATION AND SUBMIT WITH VENDOR'S PROPOSAL/BID MAY DEEM THE VENDOR'S AS NON -RESPONSIVE. Collier County will not intentionally award County contracts to any Vendor who knowingly employs unauthorized alien workers, constituting a violation of the employment provision contained in 8 U.S.C. Section 1324 a(e) Section 274A(e) of the Immigration and Nationality Act ("INA"). Collier County may consider the employment by any Vendor of unauthorized aliens a violation of Section 274A (e) of the INA. Such Violation by the recipient of the Employment Provisions contained in Section 274A (e) of the INA shall be grounds for unilateral termination of the contract by Collier County. Vendor attests that they are fully compliant with all applicable immigration laws (specifically to the 1986 Immigration Act and subsequent Amendment(s), that it is aware of and in compliance with the ryuirements set forth in Florida Statutes §448.095, and agrees to comply with the provisions of the Memorandum of Understanding with E-Verify and to provide proof of enrollment in The Employment Eligibility Verification System (E-Verify), operated by the Department of Homeland Security in partnership with the Social Security Administration at the time of submission of the Vendor's proposal/bid. Thomas Mari onstruction, Inc. T Company Name Signature Print Name and Title State of Florida County of Lee The foregoing instrument was acknowledged before me by means of ® physical presence or 0 online notarization, this 19th day of Fe r a (month), 2021 (year), by Kevin C. Shim (nan)e of person acknowledging). Personal] Known OR Produced Identification Type of Identification Produced of Notary Public - State of Florida) Linda Solich (Print, Type, or Stamp Commissioned Name of Notary Public) 1 LINDASOUCH Commission 5 GG 272882 Pe`,•= Expires February 5, 2023 •..•°r�°••• eonooaZhntrroyFaMlmu,nn8pp��otf ***UPDATED JANUARY 28, 2020*** Em p loN- erW ia..ard E-Verify Jyexan.e 'rstr a asaKl�n QicK any %:j for help Company information Company Name: Thomas Maitre tr iew ' Etta Construchon Inc Company ID Number: 385552 Doing Business As 4DBAj Name: DUNS Number 028532935 - Physical Location Mailing Address Address 1: 8999 Ccffori Lane Address is Address 2: Address 2: .•_. City: For, Myers City: State: FL State: Zip Code: 33%5 Zip Code: County. LEE Additional Information. Employer Identification Number:592163377 Total Number of Employees: 20 to 99 Parent Organization: Administrator. Organizatioo Designation Employer Category: None of These categanes apply NAICS Code: 23 -HEAVY AND CIVIL View / Edit ENGINEERING CONSTRUCTION Total Hiring Sites: i View I Edit Total Points of Contact: I View I Edit https:He-,,.-erify.uscis.gov/emp/EmployerWizard.aspx 9/29/2011 COAT County Administrative Services Department Procurement Services Division Form 4: Vendor Submittal — Local Vendor Preference Certification (Check Appropriate Boxes Below) State of Florida (Select County if Vendor is described as a Local Business) ❑ Collier County [M Lee County Vendor affirms that it is a local business as defined by the Procurement Ordinance of the Collier County Board of County Commissioners and the Regulations Thereto. As defined in Section Fifteen of the Collier County Procurement Ordinance: Local business means the vendor has a current Business Tax Receipt issued by the Collier County Tax Collector prior to bid or proposal submission to do business within Collier County, and that identifies the business with a permanent physical business address located within the limits of Collier County from which the vendor's staff operates and performs business in an area zoned for the conduct of such business. A Post Office Box or a facility that receives mail, or a non -permanent structure such as a construction trailer, storage shed, or other non -permanent structure shall not be used for the purpose of establishing said physical address. In addition to the foregoing, a vendor shall not be considered a "local business" unless it contributes to the economic development and well-being of Collier County in a verifiable and measurable way. This may include, but not be limited to, the retention and expansion of employment opportunities, support and increase to the County's tax base, and residency of employees and principals of the business within Collier County. Vendors shall affirm in writing their compliance with the foregoing at the time of submitting their bid or proposal to be eligible for consideration as a "local business" under this section. A vendor who misrepresents the Local Preference status of its firm in a proposal or bid submitted to the County will lose the privilege to claim Local Preference status for a period of up to one year under this section. Vendor must complete the following information: Year Business Established in ❑Collier County or ❑X Lee County: 1982 Number of Employees (Including Owner(s) or Corporate Officers): 33 Number of Employees Living in ❑ Collier County or ❑X Lee (Including Owner(s) or Corporate Officers): 20 If requested by the County, Vendor will be required to provide documentation substantiating the information given in this certification. Failure to do so will result in vendor's submission being deemed not applicable. Sin and Date Certification: Under penalties ofoerjury,I certify that the in ormation shown on this form is correct to m , knowledge. Company Name: Thomas Ma Address in Collier or Lee County: Signature: Kevin C. Shin a Date: 2/19/2021 Title: President ***UPDATED JANUARY 28, 2020*** Form W-9 (Rev. October 2018) Department of the Treasury Internal Revenue Service 1 Name (as shown on your GN C S V 7j m a� name/d Request for Taxpayer Identification Number and Certification ► Go to www.irs.gov/FormW9 for instructions and the latest information. tax return). Name required on this line; do not leave this line blank. entity name, if different from Give Form to the requester. Do not send to the IRS. 3 Check appropriate box for federal tax classification of the person whose name is entered on line 1. Check only one of the 4 Exemptions (codes apply only to following seven boxes. certain entities, not individuals; see ❑ Individual/sole proprietor or ❑ C Corporation ✓ instructions on page 3): ❑ S Corporation ❑Partnership ❑ Trust estate single -member LLC ❑ Limited liability company. Enter the tax classification (C=C corporation, S=S corporation, P=Partnership) ► Note: Check the appropriate box in the line above for the tax classification of the single -member owner. Do not check LLC if the LLC is classified as a single -member LLC that is disregarded from the owner unless the owner of the LLC is another LLC that is not disregarded from the owner for U.S. federal tax purposes. Otherwise, a single -member LLC the is disregarded from the owner should check the appropriate box for the tax classification of its owner. L J Other (see instructions) ► 5 Address (number, street, and apt. or suite no.) See instructions. 3999 High Cotton Lane 6 City, state, and ZIP code Fort Myers, FL 33905 7 List account number(s) here ification Nu Enter your TIN in the appropriate box. The TIN provided must match the name given on line 1 to avoid backup withholding. For individuals, this is generally your social security number (SSN). However, for a resident alien, sole proprietor, or disregarded entity, see the instructions for Part I, later. For other entities, it is your employer identification number (EIN). If you do not have a number, see How to get a TIN, later. Note: If the account is in more than one name, see the instructions for line 1. Also see What Name and Number To Give the Requester for guidelines on whose number to enter. Exempt payee code (if any) Exemption from FATCA reporting code (if any) (Applles to accounts maintained outside the US.) s name and address (optional) Social security number or Employer identification number ©DO©MU©©©© Certification Under penalties of perjury, I certify that: 1. The number shown on this form is my correct taxpayer identification number (or I am waiting for a number to be issued to me); and 2. 1 am not subject to backup withholding because: (a) I am exempt from backup withholding, or (b) I have not been notified by the Internal Revenue Service (IRS) that I am subject to backup withholding as a result of a failure to report all interest or dividends, or (c) the IRS has notified me that I am no longer subject to backup withholding; and 3. 1 am a U.S. citizen or other U.S. person (defined below); and 4. The FATCA code(s) entered on this form (if any) indicating that I am exempt from FATCA reporting is correct. Certification instructions. You must cross out item 2 /Y(�_fou have been notified by the IRS that you are currently subject to backup withholding because you have failed to report all interest and dividends on turn. For real estate transactions, item 2 does not apply. For mortgage interest paid, acquisition or abandonment of secured property ncedebt, contributions to an individual retirement arrangement (IRA), and generally, payments other than interest and dividends, you are n�uired e certification, but you must provide your correct TIN. See the instructions for Part 11, later. 'al UIr Signature of Here 1 U.S. person ► General Instructions Section references are to the Internal Revenu ode unless otherwise noted. Future developments. For the latest info rmax on about developments related to Form W-9 and its instructions, such as legislation enacted after they were published, go to www.irs.gov/FormW9. Purpose of Form An individual or entity (Form W-9 requester) who is required to file an information return with the IRS must obtain your correct taxpayer identification number (TIN) which may be your social security number (SSN), individual taxpayer identification number (ITIN), adoption taxpayer identification number (ATIN), or employer identification number (EIN), to report on an information return the amount paid to you, or other amount reportable on an information return. Examples of information returns include, but are not limited to, the following. • Form 1099-INT (interest earned or paid) Date ► • Form 1099-DIV (dividends, including those from stocks or mutual funds) • Form 1099-MISC (various types of income, prizes, awards, or gross proceeds) • Form 1 D99-B (stock or mutual fund sales and certain other transactions by brokers) • Form 1099-S (proceeds from real estate transactions) • Form 1099-K (merchant card and third party network transactions) • Form 1098 (home mortgage interest), 1098-E (student loan interest), 1098-T (tuition) • Form 1099-C (canceled debt) • Form 1099-A (acquisition or abandonment of secured property) Use Form W-9 only if you are a U.S. person (including a resident alien), to provide your correct TIN. If you do not return Form W-9 to the requester with a TIN, you might be subject to backup withholding. See What is backup withholding, later. Cat. No. 10231X Form W-9 (Rev. 10-2018) INSURANCE AND BONDING REQUIREMENTS Insurance / Bond Type Required Limits 1. ® Worker's Compensation Statutory Limits of Florida Statutes, Chapter 440 and all Federal Government Statutory Limits and Requirements Evidence of Workers' Compensation coverage or a Certificate of Exemption issued by the State of Florida is required. Entities that are formed as Sole Proprietorships shall not be required to provide a proof of exemption. An application for exemption can be obtained online at https:Hgpps.fldfs.com/bocexempt/ 2. ® Employer's Liability $_1,000,000 single limit per occurrence 3. ® Commercial General Bodily Injury and Property Damage Liability (Occurrence Form) patterned after the current $_1,000,000 single limit per occurrence, $2,000,000 aggregate for ISO form Bodily Injury Liability and Property Damage Liability. This shall include Premises and Operations; Independent Contractors; Products and Completed Operations and Contractual Liability. 4. ® Indemnification To the maximum extent permitted by Florida law, the ContractorNendor shall defend, indemnify and hold harmless Collier County, its officers and employees from any and all liabilities, damages, losses and costs, including, but not limited to, reasonable attorneys' fees and paralegals' fees, to the extent caused by the negligence, recklessness, or intentionally wrongful conduct of the Contractor/ Vendor or anyone employed or utilized by the ContractorNendor in the performance of this Agreement. 5. ® Automobile Liability $_1,000,000 Each Occurrence; Bodily Injury & Property Damage. Owned/Non-owned/Hired; Automobile Included 6. ® Other insurance as noted: ® Watercraft 7. ❑ Bid bond $ 5 0 0, 0 0 0 Per Occurrence ❑ United States Longshoreman's and Harborworker's Act coverage shall be maintained where applicable to the completion of the work. $ Per Occurrence ❑ Maritime Coverage (Jones Act) shall be maintained where applicable to the completion of the work. $ Per Occurrence ❑ Aircraft Liability coverage shall be carried in limits of not less than $5,000,000 each occurrence if applicable to the completion of the Services under this Agreement. $ Per Occurrence ❑ Pollution $ Per Occurrence ® Professional Liability $ _1,000,000 Per claim & in the aggregate ❑ Project Professional Liability $ Per Occurrence ❑ Valuable Papers Insurance $ Per Occurrence ❑ Cyber Liability $ Per Occurrence ❑ Technology Errors & Omissions $ Per Occurrence Shall be submitted with proposal response in the form of certified funds, cashiers' check or an irrevocable letter of credit, a cash bond posted with the County Clerk, or proposal bond in a sum equal to 5% of the cost proposal. All checks shall be made payable to the Collier County Board of County Commissioners on a bank or trust company located in the State of Florida and insured by the Federal Deposit Insurance Corporation. 8. ❑ Performance and Payment Bonds For projects in excess of $200,000, bonds shall be submitted with the executed contract by Proposers receiving award, and written for 100% of the Contract award amount, the cost borne by the Proposer receiving an award. The Performance and Payment Bonds shall be underwritten by a surety authorized to do business in the State of Florida and otherwise acceptable to Owner; provided, however, the surety shall be rated as "A-" or better as to general policy holders rating and Class V or higher rating as to financial size category and the amount required shall not exceed 5% of the reported policy holders' surplus, all as reported in the most current Best Key Rating Guide, published by A.M. Best Company, Inc. of 75 Fulton Street, New York, New York 10038. 9. ® Vendor shall ensure that all subcontractors comply with the same insurance requirements that he is required to meet. The same Vendor shall provide County with certificates of insurance meeting the required insurance provisions. 10. ® Collier County must be named as "ADDITIONAL INSURED" on the Insurance Certificate for Commercial General Liability where required. This insurance shall be primary and non-contributory with respect to any other insurance maintained by, or available for the benefit of, the Additional Insured and the Vendor's policy shall be endorsed accordingly. 11. ® The Certificate Holder shall be named as Collier County Board of County Commissioners, OR, Board of County Commissioners in Collier County, OR Collier County Government, OR Collier County. The Certificates of Insurance must state the Contract Number, or Project Number, or specific Project description, or must read: For any and all work performed on behalf of Collier County. 12. ® On all certificates, the Certificate Holder must read: Collier County Board of County Commissioners, 3295 Tamiami Trail East, Naples, FL 34112 13. ® Thirty (30) Days Cancellation Notice required. 14. Collier County shall procure and maintain Builders Risk Insurance on all construction projects where it is deemed necessary. Such coverage shall be endorsed to cover the interests of Collier County as well as the Contractor. Premiums shall be billed to the project and the Contractor shall not include Builders Risk premiums in its project proposal or project billings. All questions regarding Builder's Risk Insurance will be addressed by the Collier County Risk Management Division. 15. 1/13/21 -CC Vendor's Insurance Acceptance By submission of the bid Vendor accepts and understands the insurance requirements of these specifications and that the evidence of insurability may be required within five (5) days of the award of this solicitation. The insurance submitted must provide coverage for a minimum of six (6) months from the date of award. Department of State / Division of Dorporations / Search Records / Search by Entity Name / Detail by Entity Name Florida Profit Corporation THOMAS MARINE CONSTRUCTION, INC. Filing Information Document Number F68794 FEI/EIN Number 59-2163377 Date Filed 02/25/1982 State FL Status ACTIVE Principal Address 8999 HIGH COTTON LANE FT MYERS, FL 33905 Changed: 04/16/1986 Mailing Address 8999 HIGH COTTON LANE FT. MYERS, FL 33905 Changed: 04/1611986 Registered Agent Name & Address SHIMP, KEVIN C 8999 HIGH COTTON LANE FT MYERS, FL 33905 Name Changed: 01/02/2008 Address Changed: 03/03/1989 Officer/Director Detail Name A Address Title President SHIMP, KEVIN C 8999 HIGH COTTON LN FORT MYERS, FL 33905 Title VP STENEK. FRANK Collier County I RPS No. 21-7857 1 February 19, 2021 �.rngmeS 50 ►Marro Design Build -Step 1 -Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement y COnstraction 300 IONIA AVENUE, NW GRAND RAPIDS, MI 49503 Title S SOLICH, LINDA 8999 HIGH COTTON LANE FORT MYERS, FL 33905 Title Treasurer LABARGE,JOHN 300 IONIA AVENUE, NW GRAND RAPIDS, MI 49503 Title VP Mabee, Mark D 8999 HIGH COTTON LANE FT MYERS, FL 33905 Annual Reports Report Year Filed Date 2019 01 /04/2019 2020 01/06/2020 2021 01 /09/2021 Collier County I RPS No. 21-7857 1 February 19, 2021 �'n1UA1S 51 Design Build -Step 1 -Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement y Marro6ction (;Onstro Sa 1er C;0H1i' y Email:$arbara.Lance@colliercountyfl.gov Administrative Services Division Telephone: 239.252.8998 Prowrement Semces ADDENDUM # 1 Date: January 25, 2021 From: Barbara Lance, Procurement Strategist To: Interested Bidders Subject: Addendum # I — Design Build for Golden Gate Parkway over Santa Barbara Canal Bridge This Addendum has been issued for the following items identifying clarifications, changes, deletions, and/or additions to the scope of work, solicitation documents and/or bid schedule for the above referenced solicitation: ADDITION: Question 2 : Can the County provide the as -build documents for the existing bridge? Answer: The plans for the existing bridge have been uploaded to BidSync: 21-7857 Addendum 1— Exhibit M —100% Plans 09-01-1971 SIRE If you require additional information please post a question on our Bid Sync ( nyw.bidsync.com) bidding platform under the solicitation for this project. Please sign below and return a cop f is Addendum with your submittal for the above referenced solicitation. ' (Signature) Kevin C. Thomas Mari (Name of Firm) 1 /25/2021 Date VIAN cpwwr '11 "ty Administrative Services M4slon Procure )ent Senaces Date: February 5, 2021 Email: ]3arbara.Lance@colliercountyfl.gov Telephone: 239.252.8998 ADDENDUM # 2 From: Barbara Lance, Procurement Strategist To: Interested Bidders Subject: Addendum # 2 — Design Build for Golden Gate Parkway over Santa Barbara Canal Bridge This Addendum has been issued for the following items identifying clarifications, changes, deletions, and/or additions to the scope of work, solicitation documents and/or bid schedule for the above referenced solicitation: CHANGE 1: Revision to Page 3 of 21-7857 Design Build Step 1 Solicitation: The DBF shall review the RPS/DCP Documents, Project corridor and Environmental Permits obtained by the DBF COUNTY. The DBF's shall be responsible for coordinating with all governing permitting agencies to acquire the required permits not obtained by the GO WNTY and/or modify permits as necessary based on the DBF's Final Design. Full compliance with all Environmental requirements is the responsibility of the DBF. The COUNTY has performed an Environmental Planning Study to support the bridge replacement project that will be made available to the shortlisted DBFs. CHANGE 2: Revision to: Project Timeline Please see: 21-7857 Addendum 2 — Attachment C — Project Timeline If you require additional information please post a platform under the solicitation for this project.` Please sign below and return a cop3 �h] referenced solicitation. . (Signature) Kevin C. Shimp I somas Marine Construction I (Name of Firm) on our Bid Sync (www.bidsy c.com) bidding um with your submittal for the above 2/05/2021 Date Colter Cwtmnty Administrative Services Division Procurement Serves Date: February 17, 2021 Email: Barbara.Lance@colliercountyfl.gov Telephone: 23 9.252.8998 ADDENDUM # 3 From: Barbara Lance, Procurement Strategist To: Interested Bidders Subject: Addendum # 3 — Design Build for Golden Gate Parkway over Santa Barbara Canal Bridge This Addendum has been issued for the following items identifying clarifications, changes, deletions, and/or additions to the scope of work, solicitation documents and/or bid schedule for the above referenced solicitation: ADDS Please Reference: 21-7857 — Addendum 3 - Consolidated Questions and Answers (Questions and answers # 1 through #10) If you require additional information please post a question on our Bid Sync (www.bids nc.com) bidding platform under the solicitation for this project. Please sign below and i referenced solicitation. (Signature) Kevin C. Shimp Thomas Mar (Name of Firm) this Addendum with your submittal for the above 2/17/2021 Date Florida Department of Transportation RON DESANTIS 605 Suwannee Street KEVIN J. THIBAULT, P.E. GOVERNOR Tallahassee, FL 32399-0450 SECRETARY 4/28/2020 8999 HIGH COTTON LANE FT. MYERS, FLORIDA 33905 RE: CERTIFICATE OF QUALIFICATION Dear Sir/Madam: The Department of Transportation has qualified your company for the type of work indicated below Unless your company is notified otherwise, this Certificate of Qualification will expire 6/30/2021. However, the new application is due 4130/2021. In accordance with S.337.14 (1) F.S. your next application must be filed within (4) months of the ending date of the applicant's audited annual financial statements. If your company's maximum capacity has been revised, you can access it by logging into the Contractor Prequalification Application System via the following link: HTTPS://fdotwt)l.dot.state.fl.us/ContractorPreQualification/ Once logged in, select "View" for the most recently approved application, and then click the "Manage" and "Application Summary" tabs. FDOT APPROVED WORK CLASSES: BASCULE BRIDGE REHABILITATION, BRIDGE PAINTING, DRAINAGE, GRADING, INTERMEDIATE BRIDGES, MINOR BRIDGES, R&R INTERMEDIATE BRIDGES ("R&R" IS REPAIR AND REHABILITATE), R&R MAJOR BRIDGE - BRIDGES OF CONVENTIONAL CONSTRUCTION WHICH ARE OVER A WATER OPENING OF 1,000 FEET OR MORE, R&R MINOR BRIDGES, SIDEWALK, STEEL SHEET PILING, COFFER DAMS. You may apply for a Revised Certificate of Qualification at any time prior to the expiration date of this certificate according to Section 14-22.0041(3), Florida Administrative Code (F.A.C.), by accessing your most recently approved application as shown above and choosing "Update" instead of "View." If certification in additional classes of work is desired, documentation is needed to show that your company has done such work with your own forces and equipment or that experience was gained with another contractor and that you have the necessary equipment for each additional class of work requested. All prequalified contractors are required by Section 14-22.006(3), F.A.C., to certify their work underway monthly in order to adjust maximum bidding capacity to available bidding capacity. You can find the link to this report at the website shown above. AA:aa Sincerely, � Alan D. Autry, Manager Contracts Administration Office Improve Safety, Enhance Mobility, Inspire Innovation www.fdot.gov Collier County I RPS No. 21-7857 1 February 19, 2021 �'narlpeS 55 ►Marro �tion Design Build -Step 1 -Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement y CengtrU F D 9 77 Florida Department of Transportation RON DESANTIS 605 Suwannee Street KEVIN J. THIBAUUT, P.E. GOVERNOR Tallahassee, FL 32399-0450 SECRETARY December 14, 2020 Ralph Verrastro, Principal 15863 Secoya Reserve Circle Naples, Florida 34110 Dear Mr. Verrastro: The Florida Department of Transportation has reviewed your application for prequalification package and determined that the data submitted is adequate to technically prequalify your firm for the following types of work: Group 4 - Highway Design - Bridges 4.1.1 - Miscellaneous Structures 4.1.2 - Minor Bridge Design Group 5 - Bridge Inspection 5.1 - Conventional Bridge Inspection 5.4 - Bridge Load Rating Your firm is now technically prequalified with the Department for Professional Services in the above referenced work types. Your firm may pursue projects in the referenced work types with fees estimated at less than $500,000.00. This status shall be valid until December 14, 2021 for contracting purposes. Should you have any questions, please feel free to contact me by email at carliayn.kell@dot.state.fl.us or by phone at 850-414-4597. C B H K/kw Sincerely, Carliayn Kell Professional Services Qualification Administrator Safety, Mobility, Innovation www.fdot.gov Collier County I RPS No. 21-7857 1 February 19, 2021 W;'-0 19s 56 Mar'n Design Build -Step 1 -Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement y C0nstl'Uction Your firm is now technically prequalified with the the above referenced work types. The overhead audit Department for Professional Se ay Pursue projects in the referenced work types with fees of valid until June 30 accepted, and Services in � Z> O 1 for contractin any dollar amount. This status shalirm l g purposes. Branch Field Premium Reimbur 'verhead I Overhead I Overtime _Actual `Rent and contracts t ,C: FDOTL ortatt:on SECRETARY Florida Department of Transp gEVINJ.THIBAII 605 Suwannee Street RON DESANTIS Tallahassee, FL 32399-(450 GOVERNOR October 29, 2020 Lonnie Howard, President 2122 Johon Street ers Florida 33901 Fort Fort My Transportation has reviewed your application for Dear Mr. Howard. The Florida Depa rtment of Transp adequate to technically prequalification package and determined that the data submitted is prequalify your firm for the following types of work. Group 3 Highway Design - Roadway 3.1 Minor Highway Design 3.2 Major Highway Design Group 6 Traffic Engineering and Operations Studies 61 Traffic Engineering Studies Group 7 Traffic Operations Design 7.1 Signing, Pavement Marking and Channelization 7.2 Lighting 7.3 Signalization Group 8 Surrey and Mapping 81 Control Surveying & Construction Surveying 8.2 Design, Right of Way SA Right of Way Mapping Group 10 Construction Engineering Inspection 10.1 Roadway Construction Engineering Inspection 10.4 -Minor Bridge & Miscellaneous Structures CEI Group 13 Planning 13.6 - Land Planning/Engineering - Landscape Architect Safety, Mobility, Innovaiaan Group 15 Wrw.fdot.gov t FieldDirectEx ense19.09%*ectly reimbursed on ost rates. Refr to me by email at Collier County I RPS No. 21-7857 1 February 19, 2021 �bUq1aS Marine �t�on 5 7 Design Build -Step 1 -Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement y Cuas�rU Ran DeSan[is. Governor `r FBPE FLORIDA BOARD OF •q�� STATE OF FLORIDA Ewoxwraa�.rr.. BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES SHIMP, KEVIN CARL 14841 CALEB DRIVE FORT MYERS FL 33908 EXPIRATION DATE: FEBRUARY 28,2023 Always verify licenses online at MyFloridat-icense.com Do not alter this document in any form. F051. This is your license. It is unlawful for anyone other than the licensee to use this document. Nan c6antis, Govanar FBPE ,w.., STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDERTHE PROVISIONS 471, FLORIDA STATUTES �21IOFyyyyCHAPTER D'HUYVETTER, PAUL JEFFREY 104 SEBRING CIRCLE LEHIGH ACRES FL33936 i LICENSE NUMBER FE59736 EXPIRATION DATE: FEBRUARY 28 2023 Always verify licenses online at MyFlor daUcense.com Nq Do not alter this document in any form.This is your license. It is unlawful for anyone other than the licensee to use this document. COLLIER COUNTY BUSINESS TAX BUSINESSTAX NUMBER: U2227 COLLIER COUNTY TAX COLLECTOR.2800 N. HORSESHOE DRIVE- NAPLES FLORIDA NIN-(239) 252-UT7 VISIT OUR WEOSITE AT: vevw IIfl.dx,-RR THIS RECEIPT EXPIRES SEPTEMBER 30, 2020 /� gSPUY AT PUCEQF F3SINESS FOR'110INSPECnON. ZONUgFi 3350 STANFORD COURT `Gi� yO�,/B�- FNLURE To D0 so S CQUTRARY TO LOCAL I.S. L"TI STATE ORCOUNIY LI812 O 9�C�apn F01 UGHNSON ENGINEERING,INC. `T� OHNSON ENGINEERING, INC. A — ` I 350 STANFORD COURT PLEB. FL 34112 CUSSIFICATION: ENGINEERING BUSINESS ,%y O� Y "WA `I .THISTAXRa—EF0NDABIE- CODE, 036DO101 DAM MOU Th¢Eowmenlaxbusiner. I,ThNhmlovONaSan Nall^ � (w \ RECEIPT 502-20-001NO to NMYde Dept of ABrkNruce esM CanswmeI N 411 Division of Co.sumer Scrricra Lice —No. LB642 Boer, or Rofexdoval Surveyors evd Mappers Ecpuation Date Febmary 28, 2021 20p5 A -.&Be PNwgv TRIIA sree, florida 3MW68m Professional Surveyor and Mapper Business License Under OR provisions of chapter 472, Florida Sunuta. JOHNSON ENGINEERING, INC 2122 JOHNSONSTREL n 19 ,L FORT MYERS, FL 33901.3408 COMM I "NBDG" COMMISSIONBR OF OFA AGRICULTURE an,.�m Yene<na.viaaarnaYw re,rl,pwweocaemeaeeee.wactlnww Nael, tlremNr,gwmby Oaprhi,FbNammr. 2020 - 2021 LEE COUNTY LOCAL BUSINESS TAX RECEIPT Account Number: 1000121 Account Expires: September 30, 2021 1.nratiom Mry rngage in dro badaesr of: PROFESSIONAL ENGINEER 8999 HIGH COTTON LY FT MYERS FL 33905 TB6 LOCAL BUSINESS TAX REC.—IS NON REGULATORY THOMAS MARINE CONSTRUCCION INC SHIMP KEVIN CARL PROD-lnfonne6on 8999 HIGH COTTON LN FT MYERS FL 33905 PAID 55P,HS-1374 BI27202o 12:5o PM $3D.O0 Mir oa Desaatiz Governor Malaey ee:near:, seer _ dbinr STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD THE GENERAL CONTRACTOR HEREIN IS CERTIFIED UNDER THE PROVISIONS OF CHAPTER 489, FLORIDA STATUTES SHIMP, KEVIN CARL V THOMAS MARINE CONSTRUCTION I1'a 14841 CALEB DRIVE FORT MYERS FL 33908 LICEN 445 EXPIRATION DATE: AUGUST 31, 2022 Always verify licenses online at MyFlorid.Ucense.com ❑' O Do not alter this document in any form. 0 This is your license. Its unlawful for anyone other than the licensee to use this document. RICN 1101, GOVERNOR IO,-- ZACHEM, SECRETARY d F 'nr "rrw STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF PROFESSIONAL ENGINEERS THE ENGINEERING BUSINESS HEREIN IS AUTHORIZED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES JOHNSON ENGINEERING INC PO BOX 1550 FORT MYERS FL 33902 ddd L� LICENSE NUMBER: CA642 EXPIRATION DATE: FEBRUARY 28,2021 Always verify licenses online at MyFloddal-icense.com O' 0 Do not alter this document in any form. Da This Is your license. It is unlawful for anyone other than the licensee to use this document. florid. DepartmentoEAgricmtvreavd Cauumer S"o, Wcome No.: j,$4390 G io rnvisbn of Consumer Services Boartl of Rofe:siov.l Surveyors and MaDDers Explreuon Date Febmary 28, 2021 2005 Apalaahee PRway TSHRAaysee, Florid. 32399.6SM Professional Surveyor and Mapper License Under the provisions of Chapter 472, florid. Statutes GUY PERCY ADAMS QQpppp �_ 1054 SUMMERFMLD DR n t NAPLES, FL 34120-1417 NXILE "NIm.. HUED COMMISSIONER OF AGRICULTURE Thew—W,N..cpr6ssiwW ameyure nmpp wlw,e osmeane Wwn a<sMwo etaveallarelr rervlrea QRBv ...Doss Oww.. Collier County I RPS No. 21-7857 1 February 19, 2021 RmaS Marine �tion 5 8 Design Build -Step 1 -Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement y Coa�ru STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARDOF PROFESSIONAL ENGINEERS I HE _S SIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES DICKEY, MICHAEL SCOTT 17060 SHADY GROVE LANE CAPE CORAL FL 33909 LICENSE NUMBER: 1E60051 PBTION DATE: PEER UARY28,2— Plwaysverirylicenses online at MyFloridalicensecom o. o I. -Do Iwt alter mk tl«u ment in any TAB _Ni.a .R, Ia IfaraAyareamertMamel�ea to .email« m t. — oe=aY"'-- F B Pr STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES CORSA, ROLANDO 8112 CHAMPIONS FOREST WAY w`TAMPA FL33635 F—LICENSE NUMBER: POM91 EXPIRATION DATE: FEBRUARY 28, 2023 Alwrys verify licenses online x MyFloritlaUcrose.wm e Donofalhr[nisdocumenfinanyform. C7 Tbisis voUr limns, Itla umawfm mr aovooe Omer maa me reeoe«roU:e mlea«Umeot. dbpr STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES HOLMES, LEAH MARIE 2112-19TRI— CAPECORAL FL33991 r—UCENSE NUMBER: PE859_ IXPIRATIONDATE: FEBRUARV28,1021 wwayz verily liensesonline at MyFlwldaUce 1. 0'O DOIw[altermb tl«ument in anv form. oThi—....li- 11k Na —.Dae«nerm,amel�eA xnR��aunA �AADHH„�,,EmErraRrdr STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES TILTON, ANDREW DOLIGLAS 18830SERENOACT ALVA FL 339200000 IXPIRATI 28,2021 Alvran'verily IEentts onlire at MyFbridaUmme.cmm 0'0' Do nOtaltermistl«ument in any folm. o ,nHie,�rli«ree.Rie�elawf�Ilaraaaaeamertivatlael�ea,aeta�.emi.d«�menr. Collier County I RPS No. 21-7857 1 February 19, 2021 W-.-obo"131 Marine �t�on 59 Design Build -Step 1 -Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement y Coa�ru The cEwr gicaCSoeiety of Amettta ywad, .1 � �cnro�ratsanary �aaa,�, upon recamnanrz pf the �odojmmfessionalCaMfiwtio,aun, batarry tgmfar gat Laura7fetram meets the reairemants as a oohed sdraDr�er�c5c � an6i,en„aD,�dbytbasa�+aty'=cam j�tb�a. � aF n 0rands ry3Q c mfjase t 2023 1 9une I, 2018 through 9une 30, 2023 1, � � c6.�. a..m� here F�.ien mrw.t �r�.+rs.ney �aa�. 1 g 1 / n..a; STATE OF FLORIDA FBPF BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES k AHMAD,ADAMN. 8225 tAURELLAKES BLVD. NAPLES FL 3-9 I— LICENSE NUMBER: PE7-2 EXPIRATION DATE: FEBRUARV 28, 2021 sways—N lirensee online ar myrloriaati<enu.<om This Do not alter thie tlocument in anY form. Is your Ilcense.l[ is unlawful for anyone o[Fer[han Me licensee [o use [M1is tlocument. State of Florida Department of State I certify from the records of this office that THOMAS MARINE CONSTRUCTION, INC. is a corporation organized under the laws of the State of Florida, filed on February 25, 1982. The document number of this corporation is F68794. I further certify that said corporation has paid all fees due this office through December 31, 2021, that its most recent annual report/uniform business report was filed on January 9, 2021, and that its status is active. I further certify that said corporation has not filed Articles of Dissolution. Given unde, my hand end the Great Seal of1he SAM ofFl.dd. at radlahassee, the capirol, this the Nnth day ofdanuary, 2021 Secretary of State Trarbng Number: 7563571367CC low rbe rnr[raenona d aplayeauir rbe f0110 g ,corer rM1,s number, end the httpa:llaeMeee.aunbizorg/FIIIngdCertlflnreOlShmdCertlflnleAu[bentleatlon THE AMERICAN INSTITUTE OF CERTIFIED PLANNERS LAURA KATHARINE SPURGEON qualified as. j�H. x(embeUo with Al benefits of a Certified Plgnner and responsibility, w the AICP Code of Ethics and Professional Conduct. Membership Cemificue Number 016747 July 1, 2001 em..,,.�-�.'IL.-- �cansp octatinn �cofessional �GerfiRca6on �oaca �lnc. ter%��al Joshua +James/ /Hlbehran�pa I�WAatrtmw.j�.Y�araYucrceneu�l. 6 �yW�"�,�reahWm� ,�4f -AIA�/y- PROFESSIONAL TRAFFIC OPERATIONS ENGINEER Ataar�.3588'wvrreGo« ��4c�1� e/l%avr'nGdr20, 2093 A, r ASSOCIATION OF STATE FLOODPLAIN MANAGERS, INC. CERTIFICATION BOARD OF REGENTS Ricardo Acosta, CFM ASFPM CEEnIF io FLOMPLAIN MANAGIM Is cemnr � (: mnpxsnamwo� no. t�Fpb 5 CFM' fiereo Collier County I RPS No. 21-7857 1 February 19, 2021 ��o"131 Marine �t�on 6 0 Design Build -Step 1 -Golden Gate Pkwy over Santa Barbara Canal Bridge Replacement - Cos ru