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Agenda 06/27/2023 Item #16B 7 (Contract - Contract negociations with Kimley-Horn and Associates, Inc. related to Request for Professional Services (RPS) )16.B.7 06/27/2023 EXECUTIVE SUMMARY Recommendation to approve the selection committee's ranking and authorize staff to begin contract negotiations with Kimley-Horn and Associates, Inc., related to Request for Professional Services ("RPS") No. 23-8085, "Design Services for 47th Avenue NE - Immokalee Road to Everglades Boulevard," so staff can bring a proposed agreement back for the Board's consideration at a future meeting. OBJECTIVE: To approve the selection committee's ranking of RPS No. 23-8085 and to negotiate an agreement to engage professional design services for the 47t' Avenue NE - Immokalee Road to Everglades Boulevard project (the "Project"). CONSIDERATIONS: The Project encompasses approximately a 3.06-mile section of 47t' Avenue NE from the intersection with Immokalee Road extending east to Everglades Boulevard including a new bridge over the Golden Gate Main Canal, widening of the existing two-lane rural roadway width from 18-feet to 22-feet and adding a 6- foot shoulder (4-feet paved, 2-feet unpaved) in each direction. In January 2020, engineering consultant Stantec, Inc. completed the East of CR-951 Bridge Reevaluation Study (the "Bridge Study"), which resulted in a recommendation to construct ten new bridges within the Golden Gate Estates. On May 25, 2021, the Board approved the Bridge Study and recommended five of the bridges to move forward to design and construction. The 47t' Avenue NE bridge is one of the five bridges recommended to proceed. On January 23, 2023, the Procurement Services Division issued RPS No. 23-8085, "Design Services for 47th Avenue NE - Immokalee Road to Everglades Boulevard," and the County received four proposals by the February 23, 2023, deadline. All four proposers were found to be responsive and responsible. A selection committee met on March 23, 2023, and after deliberation, scored the proposals and shortlisted all four firms to provide presentations. On April 21, 2023, the selection committee reconvened for presentations and established a final ranking of the firms as follows: Firm Names Final Ranking Kimley-Horn and Associates, Inc. 1 Hardesty & Hanover, LLC 2 DRMP, Inc. 3 Stantec Consulting Services Inc. 4 Staff is recommending that the Board approve the selection committee's ranking and authorize staff to begin contract negotiations with the top -ranked firm, Kimley-Horn and Associates, Inc. Kimley-Horn has been providing professional engineering services in Florida for over 50 years and has previously satisfactorily performed services on various County projects. If staff is unable to reach a proposed agreement with Kimley-Horn and Associates, Inc., 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 the Board's approval at a subsequent meeting) will be Surtax funds. 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 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. Packet Pg. 910 16.B.7 06/27/2023 LEGAL CONSIDERATIONS: This item is approved as to form and legality and requires majority vote for Board approval. -SRT GROWTH MANAGEMENT IMPACT: There is no Growth Management impact. RECOMMENDATION: To approve the selection committee's ranking and authorize staff to begin contract negotiations with Kimley-Horn and Associates, Inc., related to RPS No. 23-8085, "Design Services for 47th Avenue NE - Immokalee Road to Everglades Boulevard," as provided above, so that a proposed agreement can be brought to the Board for consideration at a future meeting. Prepared by: Ray G. Girgis, PE, Project Manager III, Transportation Engineering Division ATTACHMENT(S) 1.23-8085 NORA(PDF) 2. [LINKED] 23-8085 Solicitation (PDF) 3.23-8085 Final Ranking (PDF) 4. [LINKED] 23-8085 Kimley-Horn and Associates, Inc - Proposal (PDF) Packet Pg. 911 16.B.7 06/27/2023 COLLIER COUNTY Board of County Commissioners Item Number: 16.13.7 Doc ID: 25371 Item Summary: Recommendation to approve the Selection Committee's ranking for Request for Professional Services ("RPS") No. 23-8085, "Design Services for 47th Avenue NE - Immokalee Road to Everglades Boulevard" and authorize staff to begin contract price negotiations with the top -ranked firm, Kimley Horn and Associates, Inc., so that staff can bring a proposed agreement back for the Board's consideration at a subsequent meeting (Project 60212). Meeting Date: 06/27/2023 Prepared by: Title: — Transportation Engineering Name: Ragaey Girgis 05/22/2023 9:45 AM Submitted by: Title: Division Director - Transportation Eng — Transportation Engineering Name: Jay Ahmad 05/22/2023 9:45 AM Approved By: Review: Transportation Engineering Marlene Messam Additional Reviewer Transportation Engineering Jay Ahmad Additional Reviewer Transportation Management Operations Support Tara Castillo Growth Management and Community Development Department Gene Shue Procurement Services Ana Reynoso Additional Reviewer Growth Management and Community Development Department Danielle Bates Growth Management and Community Development Department Lisa Taylor Transportation Management Services Department Trinity Scott Procurement Services County Attorney's Office Office of Management and Budget County Attorney's Office Community & Human Services County Manager's Office Board of County Commissioners Sandra Herrera Additional Reviewer Scott Teach Level 2 Attorney Review Debra Windsor Level 3 OMB Gatekeeper Review Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Maggie Lopez Additional Reviewer Geoffrey Willig Level 4 County Manager Review Geoffrey Willig Meeting Pending Completed 05/22/2023 2:52 PM Completed 05/23/2023 7:53 AM Additional Reviewer Completed 05/23/2023 8:39 AM Additional Reviewer Completed 05/23/2023 1:18 PM Completed 05/23/2023 2:26 PM Additional Reviewer Completed 05/24/2023 11:31 AM Additional Reviewer Completed 05/25/2023 7:19 AM Transportation Completed 05/25/2023 1:54 PM Completed 05/30/2023 11:48 AM Completed 06/05/2023 9:18 AM Completed 06/05/2023 10:03 AM Completed 06/05/2023 10:34 AM Completed 06/05/2023 3:46 PM Completed 06/14/2023 11:59 AM 06/27/2023 9:00 AM Packet Pg. 912 DocuSign Envelope ID: OOD58281-477F-4DO3-9863-D721BF6DC03B 16.B.7.a Cotr County Procurement Services Division Notice of Recommended Award Solicitation: 23-8085 Title: Design Services for 47th Avenue NE - Immokalee Road to Everglades Blvd Due Date and Time: February 23, 2023, at 3:00 PM EST Respondents: Company Name City County State Final Ranking Responsive/Responsible Kimley-Horn and Fort Myers Lee FL 1 Yes/Yes Associates, Inc. Hardesty & Hanover, LLC Tampa Hillsborough FL 2 Yes/Yes DRMP, Inc. Fort Myers Lee FL 3 Yes/Yes Stantec Consulting Services Fort Myers Lee FL 4 Yes/Yes Inc. Utilized Local Vendor Preference: Yes 0 No - N/A On January 23, 2023, the Procurement Services Division issued Request for Professional Services (RPS) No. 23- 8085, "Design Services for 47th Avenue NE - Immokalee Road to Everglades Blvd", to thirty thousand four hundred and nine (30,409) vendors. Seventy-one (71) vendors viewed the solicitation information, and four (4) proposals were received by the February 23, 2023, submission deadline. Staff reviewed the proposals received and found all four (4) firms to be responsive and responsible. The Selection Committee convened on March 23, 2023, and as described in Step 1 of the solicitation documents, after review and deliberation, the Committee scored the proposals and shortlisted all four (4) firms to move to Step 2 Oral Presentations as listed below: Kimley-Horn and Associates, Inc. Hardesty & Hanover, LLC Stantec Consulting Services Inc. DRMP, Inc. On April 21, 2023, the Selection Committee reconvened for step 2 presentations, and ranked the firms as shown above. Staff is recommending negotiations with the top ranked firm, Kimley-Horn and Associates, Inc. Contract Driven = Purchase Order Driven 0 Packet Pg. 913 DocuSign Envelope ID: OOD58281-477F-4DO3-9863-D721BF6DCO3B 16.B.7.a Required Signatures by: Project Manager I j 61I1�S 4/27/2023 DocuSigned by: Procurement Strategist: uaWaaent Services Director: 5444" . H Sandra Herrera 4/27/2023 Date ti M LO N Packet Pg. 914 ON anuand 4lLV COI S031AJOS UBISa(3 `5808-£Z Sd21 : �L£SZ) 6uiAueIJ Pull 5808-£Z :IuOwt43ejjv ..4 x o 0 0 0 � U W E-� s. o •� V .--i N M � A � C � r.+ C C/1 �i CC C� A � U U v� W z x N N a N �xQEn LO a Y U m a Cotr County Procurement Services Division COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS REQUEST FOR PROFESSIONAL SERVICES (RPS) In accordance with Florida Statute 287.055 Consultants' Competitive Negotiation Act 6TOIS Design Services for 47th Avenue NE - Immokalee Road to Everglades Blvd RPS NO.: 23-8085 MATTHEW CATOE, PROCUREMENT STRATEGIST PROCUREMENT SERVICES DIVISION 3295 TAMIAMI TRAIL EAST, BLDG C-2 NAPLES, FLORIDA 34112 TELEPHONE: (239) 252-6098 matthew.catoe@colliercountyfl.gov (Email) This proposal solicitation document is prepared in a Microsoft Word format (rev 8/16/17). Any alterations to this document made by the Consultant may be grounds for rejection of proposal, cancellation of any subsequent award, or any other legal remedies available to the Collier County Government. SOLICITATION PUBLIC NOTICE REQUEST FOR PROFESSIONAL SERVICES (RPS) NUMBER: 23-8085 PROJECT TITLE: Design Services for 47th Avenue NE - Immokalee Road to Everglades Blvd PRE -PROPOSAL CONFERENCE: N/A LOCATION: N/A RPS OPENING DAY/DATE/TIME: February 23, 2023 at 3:00 PM EST. PLACE OF RPS OPENING: Procurement Services Division 3295 Tamiami Trail East, Bldg. C-2 Naples, FL 34112 All proposals shall be submitted online via the Collier County Procurement Services Division Online Bidding System: httDs://www.bidsvnc.com/bidsvnc-cas/ INTRODUCTION As requested by the Transportation Engineering Division (hereinafter, the "Division or Department"), the Collier County Board of County Commissioners Procurement Services Division (hereinafter, "County") has issued this Request for Professional Services (hereinafter, "RPS") with the intent of obtaining proposals from interested and qualified Consultants in accordance with the terms, conditions and specifications stated or attached. The Consultant, at a minimum, must achieve the requirements of the Specifications or Scope of Work stated. BACKGROUND In 2008, Collier County conducted an East of CR 951 Bridges Study (2008 Study). The eastern Golden Gate Estates study area encompassed 85 square miles, multiple canals, and over 300 dead-end streets. The 2008 Study resulted in a recommendation for 12 new canal -crossing bridge locations. Although the Board of County Commissioners (BCC) approved bridges at the recommended locations, funding was not immediately available for their completion. In 2018, voters approved a 1% infrastructure surtax. This surtax created a revenue source for the bridges. In 2019 Bridge No. 3 was completed as part of an FDOT project. By 2020 Bridge No. 2 was in progress with funds from the infrastructure surtax. Before proceeding with the construction of the remaining 10 bridges, the BCC asked staff for a reevaluation of the bridge locations to determine if they remained priorities. The Reevaluation Study was on the agenda at two Collier County Commission meetings. On February 9, 2021, the BCC directed staff to provide traffic analysis and voted to continue the discussion at a future meeting when the analysis was available. The item was presented again at the May 25, 2021, County Commission meeting. The staffs recommendation was to approve the study and move forward with the design and construction of five bridges, with the other five bridges remaining on a list for future consideration. The Board unanimously approved the study and committed to designing and funding the following bridges within a determined timeframe. TERM OF CONTRACT The County reserves the right to modify this scope during negotiations for budgetary reasons. If an award(s) is made, the contract term will commence on the date of the Notice to Proceed and end upon acceptance and approval of the final payment. Prices shall remain firm for the term of the awarded contract. Surcharges will not be accepted in conjunction with this award, and such charges should be incorporated into the pricing structure. DETAILED SCOPE OF WORK 1. PURPOSE The purpose of this section is to describe the scope of work and the responsibilities of the CONSULTANT and the COUNTY in connection with the design and preparation of a complete set of construction contract documents and incidental engineering services, as necessary, for improvements to the transportation facility described herein. Major work mix includes: • 0020 New Bridge Construction • 0221 Widen & Resurface Existing Lanes • 0205 Sidewalk • 0715 Traffic Engineering Study 0 0716 Traffic Signals • 0774 Signing/Pavement Markings Major work groups include: • 2.0 Project Development and Environmental (PD&E) Studies • 3.1 Minor Highway Design • 4.1 Miscellaneous Structures and Minor Bridge Design Minor work groups include: • 6.3.1 ITS Analysis & Design • 7.1 Signing, Pavement Marking & Channelization • 7.3 Signalization • 8.1 Control Surveying • 8.2 Design, Right of Way Construction Surveying • 8.3 Photogrammetric Mapping • 8.4 Right of Way Mapping • 9.1 Soil Exploration • 9.2 Geotechnical Classification Lab Testing • 9.3 Highway Materials Testing • 9.4 Foundation Studies • 9.5 Geotechnical Specialty Lab Testing • 15.0 Landscape Architect The Florida Department of Transportation (FDOT) is the administrator of the Federal funds for this project. Therefore, the firms submitting as the PRIME CONSULTANT must be prequalified by the FDOT to work on LAP projects. Furthermore, at a minimum the Prime Firm must be pre -qualified through FDOT in the following work groups: • Group 3 - Highway Design — Roadway: 3.1 Minor Highway Design • Group 4 - Highway Design — Bridges: 4.1 Miscellaneous Structures and Minor Bridge Design Known alternative construction contracting methods include: N/A The general objective is for the CONSULTANT to prepare a set of contract documents including plans, specifications, cost estimates, supporting engineering analysis, calculations, and other technical documents in accordance with FDOT and COUNTY policy, procedures, and requirements. These Contract documents will be used by the contractor to build the project and test the project components. These Contract documents will be used by the COUNTY or its Construction Engineering Inspection (CEI) representatives for inspection and final acceptance of the project. The CONSULTANT shall follow a systems engineering process to ensure that all required project components are included in the development of the contract documents and the project can be built as designed and to specifications. The Scope of Services establishes which items of work in the FDOT Manual of Uniform Minimum Standards for Design, Construction and Maintenance (Florida Greenbook), COUNTY Code, and other pertinent manuals are specifically prescribed to accomplish the work included in this contract and indicate which items of work will be the responsibility of the CONSULTANT and/or the COUNTY. The CONSULTANT shall be aware that as a project is developed, certain modifications and/or improvements to the original concepts may be required. The CONSULTANT shall incorporate these refinements into the design and consider such refinements to be an anticipated and integral part of the work. This shall not be a basis for any supplemental fee re uest s . The CONSULTANT shall demonstrate good project management practices while working on this project. These include communication with the COUNTY and others as necessary, management of time and resources, and documentation. The CONSULTANT shall set up and maintain throughout the design of the project a contract file in accordance with COUNTY procedures. CONSULTANTS are expected to know the laws and rules governing their profession and are expected to provide services in accordance with current regulations, codes, and ordinances and recognized standards applicable to such professional services. The CONSULTANT shall provide qualified technical and professional personnel to perform to COUNTY standards and procedures, the duties and responsibilities assigned under the terms of this agreement. The CONSULTANT shall minimize to the maximum extent possible the COUNTY's need to apply its own resources to assignments authorized by the COUNTY. The COUNTY will provide contract administration, management services, and technical reviews of all work associated with the development and preparation of contract documents, including Construction documents. The COUNTY's technical reviews are for high-level conformance and are not meant to be comprehensive reviews. The CONSULTANT shall be fully responsible for all work performed and work products developed under this Scope of Services. The COUNTY may provide job -specific information and/or functions as outlined in this contract, if favorable. It is imperative that all signal, roadway lighting, and signing and pavement marking design be reviewed and approved by Collier COUNTY Traffic Operations at each phase of the project. The designer shall adhere to the current Collier COUNTY Traffic Operations specifications to minimize redesign 2. PROJECT DESCRIPTION The CONSULTANT shall investigate the status of the project and become familiar with concepts and commitments (typical sections, alignments, etc.) developed from prior studies and/or activities. In January 2020, the East of CR-951 Bridges Reevaluation Study (Bridge Study) was completed by Stantec for ten (10) new bridges within the Golden Gate Estates. On May 25, 2021, the Board of COUNTY Commissioners approved the Reevaluation Study, which recommended five (5) of the Bridges to move forward to design and construction. The final East of CR-951 Bridges Reevaluation Study shall be provided as a referenced document to this solicitation. There may be other construction projects in Golden Gate Estates under construction before this project. The CONSULTANT shall incorporate all future improvements by "others" as an existing condition unless otherwise directed by the Project Manager. The project encompasses approximately a 3.06-mile section of 47th Avenue NE from the intersection with Immokalee Road west extending east to Everglades Boulevard. 47th Avenue NE intersects with a series of narrow dead-end streets west of the Golden Gate Main Canal. The improvements proposed will provide connectivity and roadway enhancements to those dead-end streets and improve emergency response times and safety along the corridor. The proposed roadway improvements shall be designed for a minimum design speed of 35 mph with posted speed of 30 mph. The project also consists of adding a new bridge over the canal crossing, widening of the existing two-lane rural roadway width from 9-ft to 11-ft and adding a 6-ft shoulder (4-ft paved, 2-ft unpaved) in each direction. A 6-foot sidewalk (6" thick) shall be constructed along one side of the roadway, 1-ft from the existing right-of-way/easement line. All driveways/turnouts along the corridor shall be replaced with concrete, except where the existing driveway has brick pavers (the existing pavers shall be removed, stored, and replaced). The limits of the driveway replacement shall terminate at the right-of-way and shall match the existing driveway. A new strain pole traffic signal is proposed at the intersection with Immokalee Road (CR 846) and shall include required turn lanes with the interaction improvements. The typical section of the proposed bridge shall be similar to the already constructed 8th Street NE bridge, which consists of two 12-ft travel lanes, 6-ft shoulders on each side, and a 6-ft sidewalk connecting to the new roadway sidewalk (see Section 2.5). 2.1. Project General and Roadway (Activities 3, 4, and 5) Public Involvement: See Public Involvement Scope, Section 3.1 Other Agency Presentations/Meetings: See Public Involvement Scope, Section 3.1 Joint Participation Agreements: N/A. Local Agency Program Agreement: N/A Specification Package Preparation: See Specifications Package Preparation, Section 3.3 Value Engineering: Value Engineering/Independent Peer Review services will be conducted by an independent CONSULTANT for this project. Please review Section 3.5 for details. Plan Type: Plan/Profile: The CONSULTANT shall provide all plans and details necessary for construction of the project described herein. The CONSULTANT is expected to follow all design criteria and processes provided in November 2020 LAP Manual, Chapter 20, and the latest version of the FDOT Manual of Uniform Minimum Standards for Design, Construction, and Maintenance (commonly known as the Florida Greenbook). Additional criteria from the Construction Standards Handbook for Work Within the Public Right-of-way Collier COUNTY, Florida, and the Collier COUNTY Urban Land Development Code (CCULDC) should also be utilized. The 2021 FDOT Design Manual (FDM) criteria as well as the National Association of City Transportation Officials (NACTO) Urban Bikeway Design Guide should be considered for best practice. Deviations from the criteria and processes provided in the FDM must be approved by the COUNTY in writing. Typical Section: The CONSULTANT shall develop and submit a Typical Section Package (See Project Description) for COUNTY review and acceptance prior to the CONSULTANT signing and sealing the Typical Section Package. Pavement Design: The CONSULTANT shall provide all pavement designs required for the project. The CONSULTANT shall submit a signed and sealed Pavement Design Package before the 30% plan submittal for COUNTY approval. Pavement Type Selection Report(s): N/A Cross Slope: As needed. The CONSULTANT shall evaluate any necessary modifications to cross slopes of existing pavement to be retained as part of this project. Access Management Classification: To be coordinated with the COUNTY as required. Transit Route Features: N/A Major Intersections/Interchanges: 47th Avenue NE and Immokalee Road and 47th Avenue NE and Everglades Boulevard. Roadway Alternative Analysis: N/A Level of TTCP: The CONSULTANT shall provide Temporary Traffic Control Plans as required. Appropriate maintenance of traffic during construction is critical to the public, local businesses, and emergency services. The CONSULTANT shall develop maintenance of traffic plans that limit impacts to the public while minimizing the cost and duration of construction. Temporary Lighting: The CONSULTANT is responsible for any temporary lighting designs necessary for the project. Temporary Signals: The CONSULTANT is responsible for any temporary signals designs necessary for the project. Temporary Drainage: The CONSULTANT is responsible for any temporary drainage designs necessary for the project. Design Variations/Exceptions: The CONSULTANT is responsible for confirming with SFWMD any applicable variances for vertical bridge clearance criteria for Golden Gate Estates. The Consultant will design a 2-foot Low Member Elevation (LME) clearance over the Golden Gate Main Canal and apply for a waiver through the SFWMD. Back of Sidewalk Profiles: As required Selective Clearing and Grubbing: N/A Landscaping: N/A 2.2. Drainage (Activities 6a and 6b) System Type: As required. The storm water systems shall be designed to meet the permitting requirements of all applicable permitting agencies. The storm water system designs shall consider best management practices, open system, closed system, lateral ditches, exfiltration, etc., or a combination thereof, within or outside the existing right-of-way. The design/coordination of off -site ponds is part of the Scope of Services. The CONSULTANT shall develop all hydraulic requirements, designs, and Construction Contract Documents for all hydraulic features, such as but not limited to all storm water conveyance, storage, and treatment facilities, required for the project. All existing drainage structures and features shall be shown on the construction plans and should be inspected for scour, erosion, structural integrity and accumulation of sediments as necessary. Treatments should be coordinated with the COUNTY's Project Manager before being added to the Construction Contract Documents. 2.3. Utilities Coordination (Activity 7) The CONSULTANT is responsible to certify that all necessary arrangements for utility work on this project have been made and will not conflict with the physical construction schedule. The CONSULTANT should coordinate with COUNTY personnel to coordinate transmittals to Utility Companies and meet production schedules. The CONSULTANT shall ensure FDOT, and COUNTY standards, policies, procedures, practices, and design criteria are followed concerning utility coordination. The CONSULTANT may employ more than one individual or utility engineering CONSULTANT to provide utility coordination and engineering design expertise. The CONSULTANT shall identify a dedicated person responsible for managing all utility coordination activities. This person shall be contractually referred to as the Utility Coordination Manager and shall be identified in the CONSULTANT proposal. The Utility Coordination Manager shall be approved by the COUNTY's Project Manager and is required to satisfactorily demonstrate to the COUNTY's Project Manager that they have the following knowledge, skills, and expertise: • A minimum of 4 years of experience performing utility coordination in accordance with FDOT, Federal Highway Administration (FHWA), and American Association of State Highway and Transportation Officials (AASHTO) standards, policies, and procedures. • A thorough knowledge of the FDOT plans production process and District utility coordination process. • A thorough knowledge of FDOT agreements, standards, policies, and procedures. The Utility Coordination Manager shall be responsible for managing all utility coordination, including the following: • Assuring that Utility Coordination and accommodation is in accordance with the FDOT, FHWA, and AASHTO standards, policies, procedures, and design criteria. • Assisting the engineer of record in identifying all existing utilities and coordinating any new installations. Assisting the Engineer of Record with resolving utility conflicts. • Scheduling and performing utility coordination meetings, keeping and distribution of minutes/action items of all utility meetings, and ensuring expedient follow-up on all unresolved issues. • Distributing all plans, conflict matrixes and changes to affected utility owners and making sure this information is properly coordinated and documented. • Identifying and coordinating the completion of any COUNTY or utility owner agreement that is required for reimbursement, or accommodation of the utility facilities associated with the project. Review and certify to the COUNTY Project Manager that all Utility Work Schedules are correct and in accordance with the COUNTY's standards, policies, and procedures. Prepare, review and process all utility related reimbursable paperwork inclusive of betterment and salvage determination. The CONSULTANT's utility coordination work shall be performed and directed by the Utility Coordination Manager that was identified and approved by COUNTY's Project Manager. Any proposed change of the approved Utility Coordination Manager shall be subject to review and approval by COUNTY's Project Manager prior to any change being made in this contract. Anticipated utilities include: • Florida Power and Light • Lee County Electric Cooperative • Hotwire Communications • Resource Conservation Systems • Qwest Communications • Comcast • CenturyLink/Lumen • Summit Broadband, Inc. • TECO Peoples Gas • Crown Castle Fiber • Collier County IT • Collier County Public Utilities • Collier County Traffic Operations • Collier County ITS / ATMS • Collier County Schools The CONSULTANT shall be responsible for identifying and coordinating with all Utility Agency Owners (UAO) within the project limits. 2.4. Environmental Permits and Environmental Clearances (Activity 8) The CONSULTANT shall coordinate with all appropriate regulatory agencies to obtain all necessary permits, which may include but not limited to: • Environmental Resource Permit (SFWMD) • Right-of-way Occupancy Permit (SFWMD/BCB) • National Discharge Pollutant Elimination System General Permit (FDEP) • FDEP Section 404 Permit The CONSULTANT is responsible for the identifying and applying for all necessary permits for the project. The CONSULTANT is responsible for all permit coordination and revisions necessary to obtain the required permits. The CONSULTANT shall obtain COUNTY review of the plans and application before submitting to the permitting agencies and assist the COUNTY in developing the permitting strategy for the project. All application and processing fees associated with permitting activities shall be paid for by the COUNTY directly to each applicable agency. The COUNTY will direct use of mitigation banks as required. 2.5. Structures (Activities 9 —18) Bridge: The Consultant shall provide all necessary design services, obtain new bridge number from the FDOT and deliver construction documents for the new bridge defined below with a new structure. The length of the new structure is dependent on -site constraints, the requirements defined herein and the requirements to be established by the permitting agencies. Bridge Number: TBD Typical Section: The suggested proposed bridge typical section shall comprise 2-12-ft lanes, 6-ft shoulders, 6-ft sidewalk on one side with a 32" vertical face barrier with Post "C" Railing (per FDOT index 423), and a standard 1'-61/2" wide traffic railing. The span arrangement must be such that there shall be no center pier in the canal. The superstructure shall be comprised of 6" min. deck overlay with 15" prestressed slab units. Type of Bridge Structure Work: • Bridge Type Study to verify the suggested bridge type geometry • Bridge Development Report (BDR) — N/A • Temporary Bridge - NA • Short Span Concrete- As applicable • Medium Span Concrete - As applicable Retaining Walls: The CONSULTANT shall provide all design services and deliver construction documents for any temporary and/or permanent retaining walls required for the project. Noise Barrier Walls: (N/A) Miscellaneous: The CONSULTANT shall provide all design services and deliver construction documents for any miscellaneous structures required for the project. 2.6. Signing and Pavement Markings (Activities 19 & 20) The CONSULTANT shall provide all design services and deliver construction documents for all signing and pavement markings required for the project. The CONSULTANT shall coordinate with COUNTY's Traffic Operations Section to maintain integrity of COUNTY's sign asset database. The CONSULTANT shall include the following notes in the contract documents, "Contractor to follow Traffic Operations Signing and Pavement Markings special provision details which include using a 2.5" x 2.5" galvanized metal square tubular signpost." 2.7. Signalization (Activities 21 & 22) A signal warrant study at the intersection of Immokalee Road and 47' Ave NE has been completed, and this Scope of Services includes the design of a new signalized intersections: and shall include the following lane configuration: Immokalee Road: • 1-WB thru • WB left • EB thru • EB right 471 Ave NE: • 1-WB left • WB right • EB thru Existing Signalized Intersection: None; however, the configuration at Everglades Blvd, and 47t' NE shall be the following: • Exclusive offset lefts on all approaches • Shared thru and right on all approaches Traffic Data Collection: The CONSULTANT shall coordinate with the COUNTY's Transportation Planning and Traffic Operations sections to see if required traffic data is available. Traffic Studies: N/A Count Stations: N/A. Traffic Monitoring Sites: N/A 2.8. Lighting (Activities 23 & 24) The CONSULTANT shall evaluate the need for lighting at the intersection of Immokalee Road and 47th Ave NE and Everglades Blvd., and 47th Ave NE. 2.9. Landscape (Activities 25 & 26) — N/A 2.10. Survey (Activity 27) Design Survey: The CONSULTANT shall provide all survey services necessary for the project. It is anticipated this will include a detailed topographic and control survey for 47th Avenue NE from Immokalee Road to Everglades Boulevard including all access points in between, within Collier COUNTY existing ROW. The 47t' Ave NE existing right-of-way width is approximately 100 feet, and the topographic survey performed within these limits shall extend 50 feet to the north and south of these boundaries. In addition, at the major intersecting streets, the limits of the survey shall extend 650 feet on either leg of the major streets, and 50 feet on either side of the existing right-of-way. At the minor intersecting streets, the limits of survey shall extend approximately 200 feet on either side of the centerline of the 47th Avenue NE right of way. At the Golden Gate Canal, the survey limits shall be a minimum of 1100 feet(north and south) on each side from the centerline of the proposed bridge. Boring Layout: Boring locations will be provided for proposed strain poles along Immokalee Road and 47' Ave. NE and the proposed bridge foundation. Subsurface Utility Exploration: The CONSULTANT is responsible for designating all utilities within the project limits. When applicable, Subsurface Utility Engineering (SUE) per the American Society of Civil Engineers accepted guidelines for the collection and depiction of existing subsurface utility data using Quality Level "A" at any proposed strain pole foundations in an area two (2) times the proposed drilled shaft diameter prior to the final design. Additional SUE locations to be determined at proposed drainage locations or any potential locations of conflict with underground facilities. Right of Way Survey: The CONSULTANT is responsible for all Right of Way Surveys and defining all official County maintained right of ways necessary for the project. Pond Site and Floodplain Compensation Area: - (Pond Site is anticipated for this project) Prepare a boundary and topographic survey for the proposed pond site and pond outfall to the Golden Gate Canal. Spot elevations will be collected on a 100' +/- grid and extend 100' beyond the parcel external boundary. Prepare a topographical survey for the proposed floodplain compensation area and outfall to the proposed pond. Spot elevations will be collected on a 50' +/- grid. Vegetation Survey: Mature trees and palms greater than 4" diameter at breast height within the construction limits shall be identified by the CONSULTANT on the design plans. Bathymetric Survey: the CONSULTANT shall provide a bathymetric survey along the Golden Gate canal. The Bathymetric survey shall be performed in conformance with South Florida Water Management District (SFWMD). 2.11. Photogrammetry (Activity 28) — N/A 2.12. Mapping (Activity 29) Control Survey Map: The CONSULTANT shall be responsible for all Control Survey Maps necessary for the project. Right of Way Map: The CONSULTANT shall be responsible for all Right of Way Maps and Technical Memorandums for right of way acquisitions, including condemnation, necessary for the project. Legal Descriptions: The CONSULTANT shall be responsible for all Legal Descriptions and sketches and for Technical Memorandums required for right-of-way acquisition. The sketch and description shall meet the Accuracy Standards as adopted by ALTA and ACSM and the Minimum Technical Standards of the State of Florida in effect on the date of certification. All Sketches accompanying Descriptions shall include but not limited to a graphical depiction of the location of all utility easements that encumber the described parcel. Sketches shall also include a reference to the Official Records Book and page number of each utility easement. Maintenance Map: As required. Miscellaneous Items: As required. 2.13. Terrestrial Mobile LiDAR (Activity 30) — N/A 2.14. Architecture (Activity 31) — N/A 2.15. Noise Barriers (Activity 32) — N/A 2.16. Intelligent Transportation Systems (Activities 33 & 34) — As required. 2.17. Geotechnical (Activity 35) The CONSULTANT shall be responsible for all necessary geotechnical activities associated with/required for this project. Types of borings anticipated for roadway, structures, storm pipe, lighting, and signals. 2.18.31) Modeling (Activity 36) — N/A 2.19. Project Schedule The anticipated design schedule for the project is 1,425 calendar days from the date of Notice to Proceed (NTP). This will consist of a design phase (705 days), a bid phase (180 days) and a post design phase (540 days). A separate NTP will be issued for the post design services phase. Within ten (10) days after the NTP is issued, and prior to the CONSULTANT beginning work, the CONSULTANT shall provide a detailed project activity/event schedule in Microsoft Project for COUNTY and CONSULTANT to meet the completion date for design. The schedule shall indicate each milestone activity/event that is included in the scope of work and at a minimum, contract package (Plans, Specifications, Construction Cost Estimate, Design Calculations, etc.) submission dates for 30%, 60%, 90%, 100% Final, and SFWMD submittal packages. The schedule shall allow for a minimum of twenty-one (21) calendar days for COUNTY reviews of the 30%, 60%, 90% and Final submission packages. All fees and price proposals are to be based on a contract schedule of 1,425 calendar days for final construction contract documents and post design services. In no event shall the contract deadline exceed 1,425 calendar days from the date of NTP. A constructability review will be conducted by the COUNTY between the 60% and 90% submittals. The Bid package shall not be submitted prior to obtaining a notice of intent to permit from the governing permitting agencies, which may include FDEP, USAGE, and SFWMD. Periodically, throughout the life of the contract, the project schedule shall be reviewed and, with the approval of the COUNTY, adjusted as necessary to incorporate changes in the Scope of Services and progress to date. The approved schedule and schedule status report, along with progress, shall be submitted with the monthly progress report and invoice. 2.20. Submittals -Deliverables The CONSULTANT shall furnish documents as required by the COUNTY to adequately control, coordinate, and approve the work concepts. At each submittal phase, the CONSULTANT shall provide all plans, specifications, design calculations, and cost estimates in strict conformance to the FDOT Design Manual sequence of plans preparation. Partial -phase deliverables will not be accepted. To expedite the design reviews, the COUNTY prefers to use the Bluebeam Revu software platform or approved equal. The CONSULTANT shall set up studio project collaboration sessions in Bluebeam at each phase. The CONSULTANT shall manage the marked -up documents so that comments can be tracked and are easily organized for hard copy print outs. The CONSULTANT shall be responsible to setup Bluebeam Session for soliciting COUNTY's comments on each submittal. The CONSULTANT's Bluebeam setup shall include comment tracking and response mechanism. The CONSULTANT shall provide session access to COUNTY's staff (and other independent CONSULTANT's) as identified by COUNTY's Project Manager. The CONSULTANT shall provide response to each commait until commait is identified marked with a "CLOSED" status by the Reviewer. The CONSULTANT shall maintain copies of all Session files and submit to COUNTY as supplementary files to the Final Deliverable. Use of Bluebeam Sessions for submittal reviews (including setup, upload and maintain comment records) is considered as part of the design approval process; subsequently no separate payment shall be made for Bluebeam Sessions. If the CONSULTANT does not have the use of Bluebeam, a File Transfer server should be used to submit deliverables in Adobe PDF format. All submitted documents shall be digitally signed and sealed in accordance with applicable Florida Statutes. All documents shall be developed and submitted in accordance with the latest edition of the Florida Greenbook unless otherwise directed by the COUNTY in writing. Each submittal shall include one (1) digital copy of all documents required for the submittal as defined herein. Method of delivery must be approved by the COUNTY. In addition to the delivery of the files produced during the course of project development, the COUNTY requires the inclusion of Engineering Data files (prepared by or for the CONSULTANT) for critical geometries in the design. These can include the alignments, profiles, cross sections, surfaces, etcetera necessary to create the corridor model(s). Critical roadway geometric items, such as the centerlines and profiles of the proposed mainline, side streets, special ditches, and utilities, must be included. These Engineering Data files are considered "Project Documents" as defined in the contract and shall be provided when requested by the COUNTY. Drawings files shall be provided in most current versions of a fully functional MicroStation V8i (.dgn) or AutoCAD 2019(.dwg) or later software format, and also plotted or scanned to an Adobe Acrobat (.pdf) format in individual sheets. Specifications shall be provided in Microsoft Word 2003 or later. The CONSULTANT shall use the most current FDOT CADD Manual to produce engineering plans preparation. The CADD Manual addresses the requirements to utilize Computer Aided Design and Drafting (CADD) for production and delivery of digital project data. 2.21. Provisions for Work All work shall be prepared with English units in accordance with the latest editions of standards and requirements utilized by the COUNTY which include, but are not limited to, publications such as: • General: o Title 29, Part 1910, Standard 1910.1001, Code of Federal Regulations (29 C.F.R. 1910.1001) — Asbestos Standard for Industry, U.S. Occupational Safety and Health Administration (OSHA) 0 29 C.F.R. 1926.1101 — Asbestos Standard for Construction, OSHA 0 40 C.F.R. 61, Subpart M - National Emission Standard for Hazardous Air Pollutants (NESHAP), Environmental Protection Agency (EPA) 0 40 C.F.R. 763, Subpart E — Asbestos -Containing Materials in Schools, EPA 0 40 C.F.R. 763, Subpart G — Asbestos Worker Protection, EPA o Americans with Disabilities Act (ADA) Standards for Accessible Design o AASHTO — A Policy on Design Standards Interstate System o AASHTO — Roadside Design Guide o AASHTO — Roadway Lighting Design Guide o AASHTO — A Policy for Geometric Design of Highways and Streets o AASHTO — Highway Safety Manual o Rule Chapter 5J-17, Florida Administrative Code (F.A.C.), Standards of Practice for Professional Surveyors and Mappers o Chapter 469, Florida Statutes (F.S.) — Asbestos Abatement o Rule Chapter 62-257, F.A.C., Asbestos Program o Rule Chapter 62-302, F.A.C., Surface Water Quality Standards o Code of Federal Regulations (C.F.R.) o Florida Administrative Codes (F.A.C.) o Chapters 20, 120, 215, 455, Florida Statutes (F.S.) — Florida COUNTY of Business & Professional Regulations Rules o Florida COUNTY of Environmental Protection Rules o FDOT Basis of Estimates Manual o FDOT Computer Aided Design and Drafting (CADD) Manual o FDOT Standard Plans o FDOT Flexible Pavement Design Manual o FDOT - Florida Roundabout Guide o FDOT Handbook for Preparation of Specifications Package o FDOT Standard Plans Instructions o FDOT Manual of Uniform Minimum Standards for Design, Construction, and Maintenance for Streets and Highways ("Florida Greenbook") o FDOT Materials Manual o FDOT Pavement Type Selection Manual o FDOT Design Manual o FDOT Procedures and Policies o FDOT Procurement Procedure 001-375-030, Compensation for CONSULTANT Travel Time on Professional Services Agreements o FDOT Project Development and Environment Manual o FDOT Project Traffic Forecasting Handbook o FDOT Public Involvement Handbook o FDOT Rigid Pavement Design Manual o FDOT Standard Specifications for Road and Bridge Construction o FDOT Utility Accommodation Manual o Manual on Speed Zoning for Highways, Roads, and Streets in Florida o Federal Highway Administration (FHWA) - Manual on Uniform Traffic Control Devices (MUTCD) o FHWA — National Cooperative Highway Research Program (NCHRP) Report 672, Roundabouts: An Informational Guide o FHWA Roadway Construction Noise Model (RCNM) and Guideline Handbook o Florida Fish and Wildlife Conservation Commission — Standard Manatee Construction Conditions 2005 o Florida Statutes (F.S.) o Florida's Level of Service Standards and Guidelines Manual for Planning o Model Guide Specifications — Asbestos Abatement and Management in Buildings, National Institute for Building Sciences (NIBS) o Quality Assurance Guidelines o Safety Standards o Any special instructions from the COUNTY • Roadway o FDOT — Florida Intersection Design Guide o FDOT — Project Traffic Forecasting Handbook o FDOT — Quality/Level of Service Handbook o Florida's Level of Service Standards and Highway Capacity Analysis for the SHS o Transportation Research Board (TRB) — Highway Capacity Manual • Permits o Chapter 373, F.S. — Water Resources o US Fish and Wildlife Service Endangered Species Programs o Florida Fish and Wildlife Conservation Commission Protected Wildlife Permits o Bridge Permit Application Guide, COMDTPUB P16591.3C o Building Permit • Drainage o FDOT Bridge Hydraulics Handbook o FDOT Culvert Handbook o FDOT Drainage Manual o FDOT Erosion and Sediment Control Manual o FDOT Exfiltration Handbook o FDOT Hydrology Handbook o FDOT Open Channel Handbook o FDOT Optional Pipe Materials Handbook o FDOT Storm Drain Handbook o FDOT Stormwater Management Facility Handbook o FDOT Temporary Drainage Handbook o FDOT Drainage Connection Permit Handbook o FDOT Bridge Scour Manual • Survey and Mapping o All applicable Florida Statutes and Administrative Codes o Applicable Rules, Guidelines Codes, and authorities of other Municipal, COUNTY, State, and Federal Agencies. o FDOT Aerial Surveying Standards for Transportation Projects Topic 550-020-002 o FDOT Right of Way Mapping Handbook o FDOT Surveying Procedure Topic 550-030-101 o Florida COUNTY of Transportation Right of Way Procedures Manual o Florida COUNTY of Transportation Surveying Handbook o Right of Way Mapping Procedure 550-030-015 o Traffic Engineering and Operations and ITS o AASHTO — An Information Guide for Highway Lighting o AASHTO — Guide for Development of Bicycle Facilities o FHWA Standard Highway Signs Manual o FDOT Manual on Uniform Traffic Studies (MUTS) o FDOT Median Handbook o FDOT Traffic Engineering Manual o National Electric Safety Code o National Electrical Code o Florida's Turnpike Enterprise o Florida's Turnpike Plans Preparation and Practices Handbook (TPPPH) o Florida's Turnpike Lane Closure Policy o Florida's Turnpike Drainage Manual Supplement o Rigid Pavement Design Guide for Toll Locations with Electronic Toll Collection o Flexible Pavement Design Guide for Toll Locations with Electronic Toll Collection • Florida's Turnpike General Tolling Requirements (GTR) o Additional Florida's Turnpike Enterprise standards, guides, and policies for design and construction can be found on the FTE Design Website: hgp:Hdesign.floridasq=ike.com • Traffic Monitoring o American Institute of Steel Construction (AISC) Manual of Steel Construction, referred to as "AISC Specifications" o American National Standards Institute (ANSI) RP-8-00 Recommended Practice for Roadway Lighting o AASHTO AWS D1.1/ANSI Structural Welding Code — Steel o AASHTO D1.5/AWS D1.5 Bridge Welding Code o FHWA Traffic Detector Handbook o FDOT General Interest Roadway Data Procedure o FHWA Traffic Monitoring Guide o FDOT's Traffic/Polling Equipment Procedures • Structures o AASHTO Load and Resistance Factor Design (LRFD) Bridge Design Specifications and Interims o AASHTO LRFD Movable Highway Bridge Design Specifications and Interims o AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals, and Interims. o AASHTO/AWS-D1. 5M/D1.5: An American National Standard Bridge Welding Code o AASHTO Guide Specifications for Structural Design of Sound Barriers o AASHTO Manual for Condition Evaluation and Load and Resistance Factor Rating (LRFR) of Highway Bridges o FDOT Bridge Load Rating Manual o FDOT Structures Manual o FDOT Structures Design Bulletins (available on FDOT Structures web site only) • Geotechnical o FHWA Checklist and Guidelines for Review of Geotechnical Reports and Preliminary Specifications o Manual of Florida Sampling and Testing Methods o Soils and Foundation Handbook • Landscape Architecture o Florida COUNTY of Agriculture and Consumer Services Grades and Standards for Nursery Plants • Architectural o Building Codes o Florida Building Code: o Building o Fuel Gas o Mechanical o Plumbing o Existing Building o Florida Accessibility Code for Building Construction o Rule Chapter 60D, F.A.C., Division of Building Construction o Chapter 553, F.S. — Building Construction Standards o ANSI Al 17.1 2003 Accessible and Usable Building and Facilities o Titles 11 and Ill, Americans with Disabilities Act (ADA), Public Law 101-336; and the ADA Accessibility Guidelines (ADAAG) o Architectural — Fire Codes and Rules o National Fire Protection Association (NFPA) - Life Safety Code o NFPA 70 — National Electrical Code o NFPA 101 — Life Safety Code o NFPA 10 — Standard for Portable Fire Extinguishers o NFPA 11 — Standard for Low -Expansion Foam Systems o NFPA 11A — Standard for High- and Medium -Expansion Foam Systems o NFPA 12 — Standard for Carbon Dioxide Extinguishing Systems o NFPA 13 — Installation of Sprinkler Systems o NFPA 30 — Flammable and Combustible Liquids Code o NFPA 54 — National Gas Fuel Code o NFPA 58 — LP — Gas Code o Florida Fire Prevention Code as adopted by the State Fire Marshal — Consult with the Florida State Fire Marshal's office for other frequently used codes. • Architectural — Extinguishing Systems o NFPA 10 —Fire Extinguishers o NFPA 13 — Sprinkler o NFPA 14 — Standpipe and Hose System o NFPA 17 — Dry Chemical o NFPA 20 — Centrifugal Fire Pump o NFPA 24 — Private Fire Service Mains o NFPA 200 — Standard on Clean Agent Fire Extinguishing Systems o Architectural — Detection and Fire Alarm Systems o NFPA 70 — Electrical Code o NFPA 72 — Standard for the Installation, Maintenance, and Use of Local Protective Signaling Systems o NFPA 72E — Automatic Fire Detectors o NFPA 72G — Installation, Maintenance, and Use of Notification Appliances o NFPA 72H — Testing Procedures for Remote Station and Proprietary Systems o NFPA 74 — Household Fire Warning Equipment o NFPA 75 — Protection of Electronic Computer Equipment • Architectural — Mechanical Systems o NFPA 90A — Air Conditioning and Ventilating Systems o NFPA 92A — Smoke Control Systems o NFPA 96 — Removal of Smoke and Grease -Laden Vapors from Commercial Cooking Equipment o NFPA 204M — Smoke and Heating Venting o Architectural — Miscellaneous Systems o NFPA 45 — Laboratories Using Chemicals o NFPA 80 — Fire Doors and Windows o NFPA 88A — Parking Structures o NFPA 105 — Smoke and Draft -control Door Assemblies o NFPA 110 — Emergency and Standby Power Systems o NFPA 220 — Types of Building Construction o NFPA 241 — Safeguard Construction, Alteration, and Operations o Rule Chapter 69A-47, F.A.C., Uniform Fire Safety for Elevators o Rule Chapter 69A-51, F.A.C., Boiler Safety o Architectural — Energy Conservation o Rule Chapter 60D-4, F.A.C., Rules for Construction and Leasing of State Buildings to Insure Energy Conservation o Section 255.255, F.S., Life -Cycle Costs o Architectural — Elevators o Rule Chapter 61C-5, F.A.C., Florida Elevator Safety Code o ASME A-17.1, Safety Code for Elevators and Escalators o Architectural — Floodplain Management Criteria o Section 255.25, F.S., Approval Required Prior to Construction or Lease of Buildings o Rules of the Federal Emergency Management Agency (FEMA) • Architectural — Other o Rule Chapter 64E-6, F.A.C., Standards for On Site Sewage Disposal Systems (Septic Tanks) o Rule Chapter 62-600, F.A.C., Domestic Wastewater Facilities o Rule Chapter 62-761, F.A.C., Underground Storage Tank Systems o American Concrete Institute o American Institute of Architects - Architect's Handbook of Professional Practice o American Society for Testing and Materials - ASTM Standards o Brick Institute of America o DMS - Standards for Design of State Facilities o Florida Concrete Products Association o FDOT — ADA/Accessibility Procedure o FDOT — Building Code Compliance Procedure o FDOT — Design Build Procurement and Administration o LEED (Leadership in Energy and Environmental Design) Green Building Rating System o National Concrete Masonry Association o National Electrical Code o Portland Cement Association - Concrete Masonry Handbook o United State Green Building Council (USGBC) o Services to be Performed by the COUNTY When appropriate and /or available, the COUNTY will provide project data including: o All certifications necessary for project letting. o All information pertaining to future improvements as part of the COUNTY's Planning or forecast projects. o All future information that may become available to the COUNTY during the term of the CONSULTANT's Agreement, which in the opinion of the COUNTY is necessary for the execution of the work. o Available traffic and planning data. o Engineering standards review services. o All available information in the possession of the COUNTY pertaining to utility companies whose facilities may be affected by the proposed construction. o All future information that may become available to the COUNTY pertaining to subdivision plans so that the CONSULTANT may take advantage of additional areas that can be utilized as part of the existing right of way. o Previously constructed Highway Beautification or Landscape Construction Plans o Existing right of way maps (if available) o PD&E Documents (if available) o Design Reports (if available) o Letters of authorization designating the CONSULTANT as an agent of the COUNTY in accordance with F.S. 337.274. o Phase reviews of plans and engineering documents. o Regarding Environmental Permitting Services: o Approved Permit Document when available. o Approval of all contacts with environmental agencies. o General philosophies and guidelines of the COUNTY to be used in the fulfillment of this contract. Objectives, constraints, budgetary limitations, and time constraints shall be completely defined by the COUNTY's Project Manager. o Appropriate signatures on application forms. 2.22. Services to be Performed by the COUNTY When appropriate and /or available, the COUNTY will provide project data including: • All certifications necessary for project letting. • All information that may come to the COUNTY pertaining to future improvements. • All future information that may come to the COUNTY during the term of the CONSULTANT's Agreement, which in the opinion of the COUNTY is necessary for the prosecution of the work. • Available traffic and planning data. • Engineering standards review services. • All available information in the possession of the COUNTY pertaining to utility companies whose facilities may be affected by the proposed construction. • All future information that may come to the COUNTY pertaining to subdivision plans so that the CONSULTANT may take advantage of additional areas that can be utilized as part of the existing right of way. • Previously constructed Highway Beautification or Landscape Construction Plans • Existing right-of-way maps (if available) • PD&E Documents (if available) • Design Reports (if available) • Letters of authorization designating the CONSULTANT as an agent of the COUNTY in accordance with F.S. 337.274. • Phase reviews of plans and engineering documents. • Regarding Environmental Permitting Services: • Approved Permit Document when available. • Approval of all contacts with environmental agencies. • General philosophies and guidelines of the COUNTY to be used in the fulfillment of this contract. Objectives, constraints, budgetary limitations, and time constraints will be completely defined by the Project Manager. • Appropriate signatures on application forms. 3. PROJECT COMMON AND PROJECT GENERAL TASKS Project Common Tasks Project Common Tasks, as listed below, are work efforts that are applicable to many project activities, 4 (Roadway Analysis) through 36 (313 Modeling). These tasks are to be included in the project scope in each applicable activity when the described work shall be performed by the CONSULTANT. Project Research: The CONSULTANT shall perform research of existing PD&E Studies, Developer Contribution Agreement (DCA), Planned Urban Development (PUD) and Development of Regional Impact (DRI) documents for developments adjacent to the project for commitments regarding Right-of-way, Stormwater Management, Roadway Improvements, or any other commitments involving the interests of the COUNTY. Cost Estimates: The CONSULTANT shall be responsible for producing an Opinion of Probable Cost (OPC) estimate, reviewing and updating it at each project milestone — Phase I (30%), II (60%), III (90%), and IV (100% or final) including the bid schedule. The CONSULTANT shall be responsible for inputting the pay items and quantities into a Summary of Pay Items sheet with all required Plans submittals as required. Technical Special Provisions: The CONSULTANT shall provide Technical Special Provisions for all items of work not covered by the FDOT Standard Specifications for Road and Bridge Construction (2021) and recurring special provisions. Standard Specifications, recurring special provisions, and supplemental specifications should not be modified unless absolutely necessary to control project -specific requirements. The first nine sections of the FDOT standard specifications, recurring special provisions, and supplemental specifications shall not be modified without written approval of the COUNTY. The Technical Special Provisions shall provide a description of work, materials, equipment, and specific requirements, method of measurement, and basis of payment. When printed or copied, these provisions shall be formatted on 8 1/2"xI V sheets. Technical Special Provisions will be developed using Microsoft Word (.doc). Furnishing electronic copies in a format other than Microsoft Word or Adobe Acrobat (.pdf) will not be accepted. Field Reviews: Includes all trips required to obtain necessary data for all project elements identified in this scope of work. Technical Meetings: The CONSULTANT shall attend all technical meetings necessary to execute the Scope of Services of this contract. This includes but not limited to meetings with the COUNTY and FDOT or other Agency staff between disciplines and CONSULTANT, such as access management, pavement design, local governments, progress/phase review, and all other miscellaneous meetings. The CONSULTANT shall prepare, and submit to the COUNTY'S Project Manager for review, the meeting agenda at least three (3) days prior each meeting. The meeting minutes are due within five (5) working days of attending the meeting. The CONSULTANT shall revise the meeting minutes as required within 2 days of receipt of comments from attendees. Quality Assurance/Quality Control: The CONSULTANT shall be accountable for the professional quality, technical accuracy, and quality of their work. CONSULTANT -prepared surveys, construction plans, and contract documents that contain errors or omissions and result in cost and time overruns on a construction project may result in a claim against the CONSULTANT per F.S. 337.015 (3). The CONSULTANT shall, through all stages of design and project construction, without additional compensation, correct all errors or deficiencies in the designs, maps, drawings, specifications and/or other services furnished by the CONSULTANT under this contract. The CONSULTANT shall provide a Quality Control Plan ten (10) days after Design NTP letter is issued that describes the procedures to be utilized to verify, independently check, and review all maps, design drawings, calculations, specifications, and other documentation prepared as a part of the contract. It shall be signed by the CONSULTANT's Project Manager and the CONSULTANT's QC Manager. The CONSULTANT shall describe how the checking and review processes are to be documented to verify that the required procedures were followed. The Quality Control Plan shall be one specifically designed for this project. The Quality Control Plan shall include the names and resumes of the CONSULTANT's staff that will perform the quality control reviews. The Quality Control reviewer shall be a Florida Licensed Professional Engineer fully prequalified under F.A.C. 14-75 in the work type being reviewed. A marked -up set of prints from a Quality Control Review indicating the reviewers for each component (structures, roadway, drainage, signals, geotechnical, signing and marking, lighting, surveys, etc.) and a written resolution of comments on a point -by -point basis will be required, if requested by the COUNTY, with each phase submittal. The responsible Professional Engineer, Landscape Architect, or Professional Surveyor & Mapper that performed the Quality Control review shall sign a statement certifying that the review was conducted and found to meet required specifications. Independent Peer Review: The COUNTY will furnish the Independent Peer Review tasks under a separate contract. The CONSULTANT shall provide to the Independent Peer Reviewer access to all project plans and documents when requested. The independent peer review does not relieve the CONSULTANT from the responsibility of their internal quality control process and shall remain accountable for the professional quality and technical accuracy of their work product. Independent Peer Review and a ConstructabilityBiddability Review for design Phase Plans document submittals are required on this project. These separate reviews shall be completed by someone who has not worked on the plan component that is being reviewed. These could include but are not limited to a separate office under the Prime's umbrella, a SUBCONSULTANT that is qualified in the work group being reviewed, or a CEI. It does not include persons who have knowledge of the day-to-day design efforts. The ConstructabilityBiddability Review shall be performed by a person with experience working on COUNTY construction projects (CEI, Contractor, etc.). The Independent Peer Review for design Phase Plans submittals shall ensure the plans meet the FDM, the FDOT Manual of Uniform Minimum Standards for Design, Construction and Maintenance for Streets and Highways ("Florida Greenbook"), Standard Plans, and FDOT CADD Manual. The Constructability/Biddability Review shall ensure the project can be constructed and paid for as designed. Constructability/Biddability Reviews should be conducted prior to the 90% and Final submittals, using the FDOT Phase Review Checklist (Guidance Document 1-1-A) from the Construction Project Administration Manual (CPAM) as a minimum guideline. The CONSULTANT shall submit this checklist, as well as the "marked -up" set of plans during this review, and review comments and comment responses from any previous ConstructabilityBiddability reviews. These items will be reviewed by COUNTY's Project Manager. Supervision: The CONSULTANT shall supervise all technical design activities. Coordination: The CONSULTANT shall coordinate with all disciplines of the project to produce a final set of construction documents. Project General Tasks Project General Tasks, described in Sections 3.1 through 3.7 below, represent work efforts that are applicable to the project as a whole and not to any one or more specific project activity. The work described in these tasks shall be performed by the CONSULTANT when included in the project scope. 3.1 Public Involvement The CONSULTANT shall prepare for and attend (2) public meetings, one after the 30% Phase and one after the 60% Phase as directed by the COUNTY. Public involvement includes communicating information regarding the development of the project to all interested persons, groups, and government organizations. The CONSULTANT shall coordinate all public meetings with the COUNTY's Public Information Officer (PIO) and obtain approvals on all publicly shared documents prior to distribution. The CONSULTANT shall provide to the COUNTY drafts of all Public Involvement documents (i.e., newsletters, property owner letters, advertisements, etc.) associated with the following tasks for approval at least five (5) business days prior to printing and/or distribution. Public needs will heavily influence construction schedule, construction phasing, and maintenance of traffic for the project defined herein. The CONSULTANT shall develop coordinated project solutions that will maintain necessary public access during construction. The first public meeting will be scheduled after the 30% submittal. The goal of the public meeting will be to introduce the design phase of the project including the initial proposed access management plan to the public and receive feedback. The second public meeting will be scheduled after the 60% submittal and may be a public workshop. The goal of the public meeting will be to show all of the design components of the project to the public and receive feedback. The CONSULTANT shall process the public information received, discuss the results, and integrate the needs of the public into the project while being mindful of economic feasibility and the needs of the project defined herein. The CONSULTANT shall develop and provide all necessary exhibits for the public meetings. Collect Public Input — This activity occurs throughout the life of the project, requiring the CONSULTANT to maintain files, newspaper clippings, letters, emails, and any record of direct contact before, during, and after the Public Workshops. Input will be gathered during the Public Workshops, or by other methods, such as personal contact, letters, surveys, visits, phone calls, website comments in response to, or following said meeting. Comments and Coordination Report — A comments and coordination report shall be prepared, containing documentation of the public participation accomplished throughout the design period. This report should summarize and respond to the comments received from the public involvement workshops, agency coordination, etc. 3.1.1 Public Involvement Plan The CONSULTANT shall prepare a written Public Involvement Plan (PIP) for the project. Within thirty (30) calendar days after receiving Notice to Proceed and submit to the COUNTY for approval. The PIP shall outline each element of the project's public involvement strategy. The plan shall be updated and amended throughout the contract and indicate the basic public involvement approach for the project. It shall list the contact information for public individuals, media officials, and agencies as well as the means to engage them in the project. It shall also include providing the COUNTY with samples of public meeting exhibits and handouts in file size and format suitable for posting on the COUNTY's project website. 3.1.2 Notifications Upon receipt of the COUNTY's written approval of the Public Involvement Plan, a notification letter shall be prepared and mailed by the CONSULTANT to local elected officials and property owners within 300-feet (minimum) of the project limits, and other stakeholders as identified. The notification letter shall be consistent with the Public Involvement Plan, introducing the CONSULTANT and informing stakeholders of the project. The notification letters will be sent on COUNTY letterhead and mailed in envelopes displaying the COUNTY logo. The CONSULTANT shall notify and coordinate with the COUNTY's Project Manager prior to sending notifications. 3.1.3 Preparing Mailing Lists At the beginning of the project, The CONSULTANT shall identify all impacted property owners and tenants (within a minimum of 300 feet of the project corridor) The CONSULTANT will develop and maintain a computerized database of contacts, beginning with a list of those notified in the Kickoff Notification Process, Public officials, community service organizations, environmental agencies, local and regional transportation officials, and special interest groups shall be identified by the CONSULTANT as those individuals or groups to be affected by the project. The CONSULTANT shall prepare a mailing list of all such entities and shall update the mailing list as needed during the life of the project. 3.1.4 Median Modification Letters — N/A 3.1.5 Driveway Modification Letters The CONSULTANT shall prepare a driveway modification letter to be sent to property owners along the corridor. In addition, the CONSULTANT shall prepare a sketch of each proposed driveway modification for inclusion in the letter. The letters will be sent on COUNTY letterhead and mailed in envelopes displaying the COUNTY logo. The CONSULTANT shall notify and coordinate with the PIO and COUNTY's Project Manager prior to sending letters. 3.1.6 Newsletters The CONSULTANT shall prepare two newsletters for distribution to elected officials, public officials, property owners along the corridor, and other interested parties. Newsletter drafts shall be submitted to the COUNTY's PIO and PM for review and approval at least fourteen (14) business days prior to printing and/or distribution. The newsletters shall be sent by the CONSULTANT. 3.1.7 Display Exhibits The CONSULTANT shall prepare the plan views in two (2) dimensional exhibits with aerial background on roll plots and typical sections mounted on display boards for use in public meetings. 3.1.8 PowerPoint Presentations If requested by the COUNTY, the CONSULTANT shall prepare PowerPoint presentations for use in public meetings. 3.1.9 Public Meeting Preparations The CONSULTANT shall prepare the necessary materials (including but not limited to printing of informational graphics, charts, venue maps, directional signs, comment boxes, name tags, etc.) for use in all public meetings. Drafts of all Public Involvement documents shall be submitted to the COUNTY for review and approval at least fourteen (14) business days prior to printing and/or distribution. The COUNTY will be responsible for identifying a venue for the public meetings, paying for the rental costs of the facilities if any, and paying for all legal advertisements for the public meetings. 3.1.10 Public Meeting Attendance and Follow-up The CONSULTANT shall attend the public meeting, assist with meeting setup and take down. The CONSULTANT shall provide to the COUNTY with copies of all materials shown or provided at the public meeting. The CONSULTANT shall attend the meetings with an appropriate number of personnel to assist the COUNTY's Project Manager. The CONSULTANT shall collect and summarize all public comments received during public meetings and/or hearings and assist the COUNTY in responding to public comments and questions. 3.1.11 Other Agency Meetings In addition to scheduled public meetings the CONSULTANT may be required to participate in meetings with local governing authorities and/or Metropolitan Planning Organization (MPO). The CONSULTANT's participation may include, but not be limited to, presentations during the meeting, note taking, and summarizing the meeting in a memo to the file. It is estimated for this project there will be two (2) meetings with local governing authorities and/or MPOs during the design. 3.1.12 Website CONSULTANT will provide Public Involvement Graphics to COUNTY for the COUNTY Website. 3.2 Joint Project Agreements — N/A 3.3 Specifications Package Preparation The CONSULTANT shall prepare and provide a specifications package for those specifications NOT considered FDOT Standard Specifications. The CONSULTANT will obtain Lighting and Traffic Signal Specifications from the COUNTY's Traffic Operations website. The specifications package shall address all items and areas of work and include any Mandatory Specifications, Modified Special Provisions, and Technical Special Provisions. The specifications package must be submitted for review to the COUNTY's Project Manager at least thirty (30) days prior to the 90% plans submittal. This submittal does not require signing and sealing and shall be coordinated through the COUNTY's Project Manager. The CONSULTANT shall coordinate with the COUNTY on the submittal requirements, but at a minimum shall consist of (1) the complete specifications package, (2) a copy of the marked -up workbook used to prepare the package, and (3) a copy of the final project plans. Final submittal of the specifications package must occur at least ten (10) working days prior to the Final/100% plan submittal. This submittal shall be signed, dated, and sealed in accordance with applicable Florida Statutes. 3.4 Contract Maintenance and Project Documentation Contract maintenance includes project management effort for complete setup and maintenance of files, electronic folders and documents, developing technical monthly progress reports and schedule updates. Project documentation includes the compilation and delivery of final documents, reports or calculations that support the development of the contract plans; includes uploading files to an FTP server. 3.5 Value Engineering (Multi -Discipline Team) Review The COUNTY may request a Value Engineering Review after the 30% Plans Submittal. At which time, the CONSULTANT will prepare for and participate in a Value Engineering Review of the Plans. 3.6 Prime Consultant Project Manager Meetings Includes only the Prime CONSULTANT Project Manager's time for travel and attendance at Activity Technical Meetings and other meetings listed in the meeting summary for Task 3.6 on tab 3 Project General Task of the staff hour forms. Staff hours for other personnel attending Activity Technical Meetings are included in the meeting task for that specific Activity. 3.7 Plans Update The effort needed for Plans Update services will vary from project to project, depending on size and complexity of the project, as well as the duration of time spent "on the shelf'. Specific services will be negotiated as necessary as a contract amendment. 3.8 Post Design Services Post Design Services are included in this contract and may include, but are not limited to, meetings, construction assistance (responding to RFI's), plans revisions, shop drawing review services, survey services, as -built drawings, permit construction certification, and load ratings. Post Design Services are not intended for instances of CONSULTANT errors and/or omissions. All CONSULTANT contact with the Contractor shall be made through the COUNTY'S Construction Project Manager. The CONSULTANT shall not contact the Contractor directly unless there is a possible immediate threat to public health and/or safety. The COUNTY'S Construction Project Manager must be contacted immediately thereafter. The COUNTY CEI is responsible for confirming that all quality control testing and requirements of the approved Quality Control Plan have been executed and the results are satisfactory per the design requirements. The CONSULTANT shall visit the construction site at key phases of the project to verify as -built conditions. This will require the CONSULTANT to coordinate with the COUNTY'S Project Manager during construction and attend construction meetings as required or requested by the COUNTY. The CONSULTANT shall meet with the COUNTY'S Project Manager during the Quality Control submittal/review to establish the anticipated stages of construction. The CONSULTANT must notify the COUNTY'S Project Manager of any design related issues as soon as possible. It is important that all significant changes made during construction be documented by the CONTRACTOR in the final as - built plans. The CONTRACTOR shall markup sheets requiring minor (non -engineering analysis) as -built changes and show those changes on the Final Signed and Sealed As -Built Signature Sheet(s). Major changes resulting in issuance of revised contract documents must also be included in the as -built package and recorded appropriately on the Final Signed and Sealed As -built Signature Sheet(s). CONSULTANT will provide electronic Plans to CONTRACTOR for preparation of As -Built Drawings by CONTRACTOR. Any changes proposed by the Contractor must be signed and sealed by the Contractor's FOR and approved by the CONSULTANT. This may be a Cost Savings Initiative Proposal (CSIP) redesign or an original design of certain components including Shop Drawings. All original documents obtained by the CONSULTANT will be turned over to the COUNTY at the project's close-out or upon request by the COUNTY. All documents obtained for inclusion in the Final As -Built Documents Package must be Quality Control reviewed by the CONSULTANT to ensure correctness and legibility. The CONSULTANT shall contact the COUNTY if any deficiencies are identified. The Final As -Built Documents Package Certification(s) must be digitally signed and sealed by the CEI CONSULTANT Quality assurance material testing will be the responsibility of the CONTRACTOR. 3.9 Digital Delivery The CONSULTANT shall deliver final contract plans and documents in digital format (PDF and CAD). The final contract plans, and documents shall be digitally signed, and sealed files delivered to the COUNTY on acceptable electronic media, as determined by the COUNTY. Deliverables shall be provided in both pdf and CADD formats. 3.10 Risk Management The CONSULTANT shall identify potential risks associated with design and construction of the project. Risks may include but not be limited to environmental conditions, public opposition, economic conditions, material costs, right-of-way costs, utility involvement, permitting delays, loss of key personnel, etc. The CONSULTANT shall provide to the COUNTY a Risk Management Plan following the procedures outlined in FDOT's Project Management Handbook, Chapter 19, preceding the development of 30% design plans. 3.11 Railroad, Transit and/or Airport Coordination — N/A 3.12 Landscape and Existing Vegetation Coordination — N/A 3.13 Transit Coordination The CONSULTANT shall coordinate with the COUNTY's Project Manager and Transit Coordinator to include any features needed by the Collier Area Transit (CAT). 3.14 Other Project General Tasks The CONSULTANT shall assist the COUNTY during the construction bidding phase of the project including, but not limited to, attending the pre -bid meeting, addressing addendum, evaluating bids and bidders, and providing written letters of recommendation. 4. ROADWAY ANALYSIS The CONSULTANT shall analyze and document Roadway Tasks in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and current design memorandums. 4.1. Typical Section Package The CONSULTANT shall provide a Typical Section Package for approval by the COUNTY prior to the 30% plan submittal as described in Section 2.0. Minor modifications (if required) shall be incorporated and submitted for final approval by the COUNTY. 4.2. Pavement Type Selection Report — N/A 4.3. Pavement Design Package The CONSULTANT shall provide an approved Pavement Design Package at the 30% plan submittal. The COUNTY shall approve the Pavement Design prior to proceeding with the 60% design. 4.4. Cross -Slope Correction -As needed. The CONSULTANT shall investigate the existing pavement to be retained as part of the project and include in the design any required correction of existing cross -slopes. Cross -slope information will be collected at 100' intervals. After the analysis of the cross slopes a recommendation will be provided as part of the pavement report. The CONSULTANT will coordinate with Collier COUNTY Maintenance to help identify any known locations which may be deficient. 4.5. Horizontal/Vertical Master Design Files The CONSULTANT shall design the geometries using the design standards that are most appropriate with proper consideration given to the design traffic volumes, design speed, capacity and levels of service, functional classification, adjacent land use, design consistency and driver expectancy, aesthetics, existing vegetation to be preserved, pedestrian and bicycle concerns, ADA requirements, Safe Mobility For Life Program, access management, PD&E documents, and scope of work. The CONSULTANT shall also develop utility conflict information to be provided to the project Utility Coordinator in the format requested by the COUNTY. 4.6. Access Management The CONSULTANT shall incorporate access management standards for the project in coordination with COUNTY staff. The CONSULTANT shall review the FDOT PD&E Study for any access management recommendations. Signalized intersections were not included in the PD&E study; therefore, the CONSULTANT shall anticipate a reevaluation of the PD&E and coordinate with the FDOT in the reevaluation process. 4.7. Roundabout Evaluation — N/A 4.8. Roundabout Final Design Analysis — N/A 4.9. Cross Section Design Files The CONSULTANT shall establish and develop cross section design files in accordance with the FDOT CADD manual. The CONSULTANT shall Coordinate with all utility owners to obtain the location of subsurface facilities. Both existing locations and proposed relocations of all utilities shall be shown on the cross sections. 4.10. Temporary Traffic Control Plan (TTCP) Analysis The CONSULTANT shall design a safe and effective TTCP to move vehicular and pedestrian traffic during all phases of construction. The design shall include construction phasing of roadways ingress and egress to existing property owners and businesses, routing, signing and pavement markings, and detour quantity tabulations, roadway pavement, drainage structures, ditches, front slopes, back slopes, drop-offs within clear zone, transit stops, and traffic monitoring sites. Special consideration shall be given to the construction of the drainage system when developing the construction phases. Positive drainage must be maintained at all times. The design shall include construction phasing of roadways to accommodate the construction or relocation of utilities when the contract includes Joint Project Agreements (JPAs). It is anticipated that the plans will be Level 1I Traffic Control Plans. The CONSULTANT shall investigate the need for temporary traffic signals, temporary highway lighting, detours, diversions, lane shifts, and the use of materials such as sheet piling in the analysis. The Traffic Control Plan shall be prepared by a certified designer who has completed training as required by the COUNTY. Before proceeding with the TTCP, the CONSULTANT shall meet with the appropriate COUNTY personnel. The purpose of this meeting is to provide information to the CONSULTANT that will better coordinate the Preliminary and Final TTCP efforts. The CONSULTANT shall consider the local impact of any lane closures or alternate routes. When the need to close a road is identified during this analysis, the CONSULTANT shall notify the COUNTY's Project Manager as soon as possible. Proposed road closings must be reviewed and approved by the COUNTY. Diligence shall be used to minimize negative impacts by appropriate specifications, recommendations, or plans development. Local impacts to consider will be local events, holidays, peak seasons, detour route deterioration, and other eventualities. CONSULTANT shall be responsible to obtain local authorities' permission for use of detour routes not on state highways. 4.11. Master TTCP Design Files The CONSULTANT shall develop master TTCP files showing each phase of the TTCP. This includes all work necessary for designing lane configurations, diversions, lane shifts, signing and pavement markings, temporary traffic control devices, and temporary pedestrian ways. 4.12. Selective Clearing and Grubbing a. Selective Clearing and Grubbing of Existing Vegetation Field Assessment The CONSULTANT shall review information from the COUNTY and conduct a project field assessment of existing vegetation by a certified Arborist hired by the CONSULTANT. At least one of the field assessment visits is to be attended by the COUNTY's Project Manager. The Arborist shall provide a condition assessment of the existing vegetation along with a determination of its viability. The deliverable for this item is an Excel Matrix identifying the location, genus and species, size (DBH for trees, clear trunk height for palms), and condition rating. Coordinate with surveyor to have trees and vegetation surveyed, per tasks 2.10, 27.28, and 27.29. The Result of the Field Assessments(s) will determine the course of action for Selective Clearing and Grubbing Plans. b. Selective Clearing and Grubbing Site Inventory Analysis of Existing Vegetation and Cross -Discipline Coordination (OPTIONAL SERVICES) The CONSULTANT shall coordinate with the COUNTY'S Public Utility, Stormwater, and Traffic Operation to ensure that preservation of existing vegetation is coordinated between all disciplines. Coordinate with the COUNTY'S Project Manager. Based on the field assessment, the CONSULTANT may be required to do a site inventory analysis of existing vegetation, opportunities for preservation and protection of existing vegetation, relocation options, and selective removal of nuisance and/or non -nuisance vegetation. Coordinate with surveyor to have trees and vegetation tagged and surveyed, per tasks 27.28 or 27.29. c. Selective Clearing and Grubbing- Existing Vegetation Maintenance Report The CONSULTANT shall include in the plans' instructions for the care and maintenance of the plant preservation areas, and selective clearing and grubbing areas throughout the construction period. The CONSULTANT will coordinate with the Collier COUNTY Landscape Architect to ensure that the intent of the plant preservation areas is in alignment with future highway landscape plans. The CONSULTANT should be knowledgeable in arboricultural practices to the extent that they are able to deliver detailed and informed Selective Clearing and Grubbing Plans. 4.13. Tree Disposition Plans CONSULTANT will prepare a Tree Disposition Plan outlining the requirements for the relocation and protection of trees located within the project boundaries. Will utilize the information collected from the Vegetation Survey and information collected under task 4.12 for Selective Clearing and Grubbing. 4.14. Design Variations and Exceptions The CONSULTANT shall prepare the documentation necessary to gain COUNTY and FDOT approval of all appropriate Design Variations and/or Design Exceptions before the first submittal. 4.15. Design Report The CONSULTANT shall prepare all applicable report(s) as listed in the Project Description section of this scope. The CONSULTANT shall submit to the COUNTY design notes, data, and calculations to document the design conclusions reached during the development of the contract plans. The design notes, data, and computations shall be recorded on size 8'/z"xI V sheets, fully titled, numbered, dated, indexed, and signed by the designer and the checker. Computer output forms and other oversized sheets shall be folded to 8'/z"xl1" size. The data shall be in a hardback folder for submittal to the COUNTY. Digital copies of all paper submittals above shall be provided in pdf or Microsoft Word format. 4.16. Quantities The CONSULTANT shall develop accurate quantities and the supporting documentation, including construction days when required. 4.17. Cost Estimate The CONSULTANT shall provide the Engineer's Estimate of Probable Cost at each submittal phase. The Engineer's Estimate of Probable Cost shall be updated and adjusted at each submittal to be maintained up to and including final bid documents submittal. 4.18. Technical Special Provisions and Modified Special Provisions The CONSULTANT shall provide Technical Special Provisions for all items of work not covered by the FDOT Standard Specifications for Road and Bridge Construction and recurring special provisions. Standard Specifications, recurring special provisions, and supplemental specifications should not be modified unless necessary to control project -specific requirements. All modifications to other sections must be justified to the COUNTY to be included in the project's specifications package as Technical Special Provisions. The Technical Special Provisions shall provide a description of work, materials, equipment, specific requirements, method of measurement, and basis of payment. These provisions shall be submitted electronically (PDFs). 4.19Other Roadway Analyses This scope item is considered an Additional/Optional Service if requested by the COUNTY. Fees for this item are not included in the negotiated contract fees. If this item is determined necessary and is requested by the COUNTY, scope and fee will be negotiated at that time and will be implemented via Change Order. When applicable, the staff hourly rates established in the contract shall be utilized for fee determination. 4.20 Field Reviews Field reviews will be conducted upon completion of COUNTY and Independent Peer Reviewer reviews of plans submitted by the CONSULTANT for each submittal period. The anticipated format for these meetings will be an in -office review of COUNTY comments in the morning and may be followed by an afternoon field visit if there are areas of concern at the project site. This item also includes all trips required to obtain necessary data for all elements of the roadway analysis identified in this scope of work. 4.21 Monitor Existing Structures The CONSULTANT shall perform field observations to visually identify existing structures within the project limits which may require settlement, vibration or groundwater monitoring by the contractor during construction in accordance with FDM Chapter 307. The CONSULTANT shall coordinate with and assist the geotechnical engineer and/or structural engineer to identify those structures and develop mitigation strategies (when applicable). The CONSULTANT shall identify the necessary pay items to be included in the bid documents to monitor existing structures. 4.22 Technical Meetings Includes meetings with the COUNTY or other Agency staff, between disciplines and CONSULTANTS, such as access management meetings, pavement design meetings, progress review meetings (phase review), and miscellaneous meetings necessary for all elements of the roadway analysis identified in this scope of work. 4.23 Quality Assurance/Quality Control The CONSULTANT shall be responsible for the professional quality, technical accuracy, and coordination of all surveys, designs, drawings, specifications, and other services furnished by the CONSULTANT under this contract. 4.24Independent Peer Review Please see Section 3.0. 4.25 Supervision Includes all efforts required to supervise all technical design activities. 4.26 Coordination Includes but not limited to all efforts by the CONSULTANT to coordinate all elements of the roadway analysis to produce a final set of construction documents. 5 ROADWAY PLANS The CONSULTANT shall prepare Roadway, Drainage, TTCP, Utility Adjustment Sheets, plan sheets, notes, and details as shown in the FDM Summary of Phase Submittals Table 301.2.2. The plans shall include the following sheets necessary to convey the intent and scope of the project for the purposes of construction. 5.1 Key Sheet 5.2 Summary of Pay Items Including Quantity Input 5.3 Drainage Map Sheets 5.4 Typical Section Sheets 5.5 Typical Sections 5.6 Typical Section Details 5.7 General Notes/Pay Item Notes 5.8 Summary of Quantities Sheets 5.9 Summary of Drainage Structures Sheets 5.10Optional Material Tabulation Sheet 5.11 Project Layout Sheets 5.12 Plan/Profile Sheet 5.13 Profile Sheet — N/A 5.14 Plan Sheet — N/A 5.15 Special Profile 5.16Back-of-Sidewalk Profile Sheet 5.17Interchange Layout Sheet — N/A 5.18Ramp Terminal Details (Plan View) — N/A 5.19Intersection Layout Details 5.20Drainage Structure Sheets 5.21 Stormwater Facilities Sheets 5.22 Special Details 5.23 Cross -Section Pattern Sheets 5.24Roadway Soil Survey Sheets 5.25 Cross Sections 5.26 Stormwater Pollution Prevention Plan Sheets 5.27Temporary Traffic Control Plan Sheets 5.28Temporary Traffic Control Cross Section Sheets 5.29Temporary Traffic Control Detail Sheets 5.30Utility Adjustment Sheets (SUE Data) 5.31 Selective Clearing and Grubbing Sheets 5.32 Tree Disposition Plan Sheets Tree Disposition Plan Sheets will be signed and sealed drawings showing the location and vertical/horizontal landscape design of the vegetation to be relocated. The Tree Disposition Plans will be produced at the scale of the roadway drawings or at a scale that best depicts the information. Interchange and details will be shown at no larger than a 1" = 50' scale. 5.33 Tree Disposition Plan Tables and Schedules 5.34Project Control Sheets 5.35Environmental Detail Sheets — (if applicable) Preparation of detail sheets for potential environmental issues such as underground fuel tanks and monitoring wells, and septic tanks within the proposed right of way. All piping and pumps in association with the above -referenced issues shall also be located and identified by the survey. The CONSULTANT shall relay to the COUNTY any findings of contaminated soil, monitoring wells, or any features (particularly springs or sinks) relating to contamination or hazardous material. Coordination with Permits/Environmental staff and preparing Dredge & Fill Detail sheets where applicable. 5.36Utility Verification Sheets (SUE Data) 5.37Quality Assurance/Quality Control 5.38 Supervision 6. DRAINAGE 6a. Drainage Analysis The CONSULTANT shall analyze and document Drainage Tasks in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and current design memorandums. The CONSULTANT shall be responsible for designing a drainage and Stormwater management system. All design work shall comply with the requirements of the appropriate regulatory agencies and the County's Drainage Manual. The CONSULTANT shall coordinate fully with the appropriate permitting agencies and the COUNTY's staff. All activities and submittals should be coordinated through the County's Project Manager. The work will include the engineering analyses for any or all of the following: 6a.1 Drainage Map Hydrology Create a (pre -and/or post -condition) working drainage basin map to be used in defining the system hydrology. This map shall incorporate drainage basin boundaries, existing survey and/or LiDAR, and field observations, as necessary, to define the system. Basin delineations shall also include any existing collection systems in a logical manner to aid in the development of the hydraulic model. Include coordination hours needed to convey drainage hydrologic features onto produced drainage maps. 6a.2 Base Clearance Calculations Analyze, determine, and document high water elevations per basin which will be used to set roadway profile grade and roadway materials. Determine surface water elevations at cross drains, floodplains, outfalls, and adjacent stormwater ponds. Determine groundwater elevations at intervals between the above -mentioned surface waters. Document findings in a Base Clearance Report. 6a.3 Pond Siting Analysis and Report — N/A 6a.4 Design of Cross Drains Analyze the hydraulic design and performance of cross drains. Check existing cross drains to determine if they are structurally sound and can be extended. Document the design as required. Determine and provide flood data as required. 6a.5 Design of Ditches Design roadway conveyance and outfall ditches. This task includes capacity calculations, longitudinal grade adjustments, flow changes, additional adjustments for ditch convergences, selection of suitable channel lining, design of side drainpipes, and documentation. (Design of linear stormwater management facilities in separate task.) 6a.6 Design of Stormwater Management Facility (Offsite or Infield Pond) Design stormwater management facilities to meet requirements for stormwater quality treatment, attenuation, and aesthetics. Develop proposed pond layout (contributing drainage basin, shape, contours, slopes, volumes, tie-ins, aesthetics, etc.), perform routing, pollutant/nutrient loading calculations, recovery calculations, design the outlet control structure, and buoyancy calculations for pond liners when necessary. 6a.7 Design of Stormwater Management Facility (Roadside Treatment Swales and Linear Ponds) Design stormwater management facilities to meet requirements for stormwater quality treatment, attenuation, and aesthetics. Develop proposed pond layout (contributing drainage basin, shape, contours, slopes, volumes, tie-ins, aesthetics, etc.), perform routing, pollutant/nutrient loading calculations, recovery calculations, and design the outlet control structure. 6a.8 Design of Floodplain Compensation Determine floodplain encroachments, coordinate with regulatory agencies, and develop proposed compensation area layout (shape, contours, slopes, volumes, etc.). Document the design following the requirements of the regulatory agency. 6a.9 Design of Storm Drains Delineate contributing drainage areas, determine runoff, inlet locations, and spread. Calculate hydraulic losses (friction, utility conflict and, if necessary, minor losses). Determine design tailwater and, if necessary, outlet scour protection. 6a.10 Optional Culvert Material Determine acceptable options for pipe materials using the Culvert Service Life Estimator. 6a.11 French Drain Systems — N/A 6a.11.a. Existing French — N/A 6a.12 Drainage Wells — N/A 6a.13 Drainage Design Documentation Report Compile drainage design documentation into report format. Include documentation for all the drainage design tasks and associated meetings and decisions, except for stand-alone reports, such as the Pond Siting Analysis Report and Bridge Hydraulics Report. 6a.14 Bridge Hydraulic Report Calculate hydrology, hydraulics, deck drainage, scour, and appropriate countermeasures. Prepare report and the information for the Bridge Hydraulics Recommendation Sheet. 6a.15 Temporary Drainage Analysis Evaluate and address drainage to adequately drain the road and maintain existing offsite drainage during all construction phases. Provide documentation. 6a.16 Cost Estimate Prepare cost estimates for the drainage components. 6a.17 Technical Special Provisions / Modified Special Provisions 6a.18 Hydroplaning Analysis — N/A 6a.19 Existing Permit Analysis Includes all data gathering including desktop analysis of local, state, and federal Drainage permits. 6a.20 Other Drainage Analysis Includes all efforts for a drainage task not covered by an existing defined task. 6a.21 Noise Barrier Evaluation 6a.22 Field Reviews 6a.23 Technical Meetings Meetings with COUNTY staff, regulatory agencies, and local governments such as meetings with District Drainage Engineer, the Water Management District, FDEP, etc. 6a.24 Environmental Look -Around Meetings Convene a meeting with COUNTY staff, regulatory agencies, local governments, and other stakeholders to explore watershed -wide stormwater needs and alternative permitting approaches. 6a.25 Quality Assurance/Quality Control 6a.26 Independent Peer Review 6a.27 Supervision 6a.28 Coordination 6b. Drainage Plans The CONSULTANT shall prepare Drainage plan sheets, notes, and details. The plans shall include the following sheets necessary to convey the intent and scope of the project for the purposes of construction. 6b.1 Drainage Map 6b.2 Bridge Hydraulics Recommendation Sheets 6b.3 Summary of Drainage Structures 6b.4 Optional Pipe/Culvert Material 6b.5 Drainage Structure Sheet(s) (Per Structure) 6b.6 Miscellaneous Drainage Detail Sheets 6b.7 Lateral Ditch Plan/Profile 6b.8 Lateral Ditch Cross Sections 6b.9 Retention/Detention Pond Detail Sheet(s) 6b.10 Retention Pond Cross Sections 6b.11 Erosion Control Plan Sheet(s) 6b.12 SWPPP Sheet(s) 6b.13 Quality Assurance/Quality Control 6b.14 Supervision 7. UTILITIES The CONSULTANT shall identify utility facilities and secure agreements, utility work schedules, and plans from the Utility Agency Owners (UAO) ensuring all conflicts that exist between utility facilities and the COUNTY's construction project are addressed. The CONSULTANT shall follow FDOT and COUNTY standards, policies, procedures, and design criteria. COUNTY standards are located at: htW://www.collierizov.net/your-eovemment/divisions-s-z/water/utilities-standards-manual 7.1. Utility Kickoff Meeting Before any contact with the UAO(s), the CONSULTANT shall meet with the District Utility Office (DUO) to receive guidance, as may be required, to assure that all necessary coordination will be accomplished in accordance with COUNTY procedures. CONSULTANT shall bring a copy of the design project work schedule reflecting utility activities. 7.2. Identify Existing Utility Agency Owner(s) The CONSULTANT shall identify all utilities within and adjacent to the project limits that may be impacted by the project. 7.3. Make Utility Contacts First Contact: The CONSULTANT shall send letters and two sets of plans to each utility, one set for the utility office, and one set to the COUNTY Offices as required by the District. Includes contact by phone for meeting coordination. Request type, size, location, easements, and cost for relocation if reimbursement is claimed. Request the voltage level for power lines in the project area. Send UAO requests for reimbursement to FDOT for a legal opinion. Include the meeting schedule (if applicable) and the design schedule. Include typical meeting agenda. If scheduling a meeting, give 4 weeks advance notice. Second Contact: At a minimum of 4 weeks prior to the meeting, the CONSULTANT shall transmit two complete sets of Phase II plans and the utility conflict information (when applicable and in the format requested by the COUNTY) to each UAO having facilities located within the project limits, and one set to the COUNTY Offices as required by the District. Third Contact: Identify agreements and assemble packages. The CONSULTANT shall send agreements, letters, the utility conflict information (when applicable and in the format requested by the COUNTY), and two sets of plans to the UAO(s) including all component sets, one set for the utility office, one set to construction and maintenance if required. Include the design schedule. Not all projects will have all contacts described above. The CONSULTANT shall be responsible for transmitting/coordinating the appropriate design reports, including, but not limited to, the Preliminary Engineering Report and the Project Scope, to each UAO to identify any condition that may require a Utility Exception. The CONSULTANT shall identify and communicate to the UAO any facilities in conflict with their location or project schedule. The CONSULTANT shall assist with the processing of design exceptions involving Utilities with the UAO and the COUNTY as required by the Utility Accommodation Manual (UAM). 7.4. Exception Processing The CONSULTANT shall be responsible for transmitting/coordinating the appropriate design reports including, but not limited to, the Resurfacing, Restoration and Rehabilitation (RRR) report, Preliminary Engineering Report, Project Scope, and/or the Concept Report (if applicable) to each UAO to identify any condition that may require a Utility Exception. The CONSULTANT shall identify and communicate to the UAO any facilities in conflict with their location or project schedule. The CONSULTANT shall assist with the processing of design exceptions involving Utilities with the UAO and the COUNTY. Assist with processing per the UAM. 7.5. Preliminary Utility Meeting The CONSULTANT shall schedule (time and place), notify participants, and conduct a preliminary utility meeting with all UAO(s) having facilities located within the project limits for the purpose of presenting the project, review the current design schedule, evaluate the utility information collected, provide follow-up information on compensable property rights from the FDOT Legal Office, discuss the utility work by highway contractor option with each utility, and discuss any future design issues that may impact utilities. This is also an opportunity for the UAO(s) to present proposed facilities. The CONSULTANT shall keep accurate minutes and distribute a copy to all attendees. 7.6. Individual/Field Meetings The CONSULTANT shall meet with each UAO as necessary, separately or together, throughout the project design duration to provide guidance in the interpretation of plans, review changes to the plans and schedules, standard or selective clearing and grubbing work, and assist in the development of the UAO(s) plans and work schedules. The CONSULTANT is responsible for motivating the UAO to complete and return the necessary documents after each Utility Contact or Meeting. 7.7. Collect and Review Plans and Data from UAO(s) The CONSULTANT shall review utility -marked plans and data individually as they are received for content. Ensure information from the UAO (utility type, material, and size) is sent to the designer for inclusion in the plans. Forward all requests for utility reimbursement and supporting documentation to the COUNTY. 7.8. Subordination of Easements Coordination — N/A 7.9. Utility Design Meeting The CONSULTANT shall schedule (time and place), notify participants, and conduct a Utility meeting with all affected UAO(s). The CONSULTANT shall be prepared to discuss impacts to existing trees/vegetation and proposed landscape, drainage, traffic signalization, temporary traffic control plans (TTCP) (construction phasing), review the current design schedule and letting date, evaluate the utility information collected, provide follow-up information on compensable property rights from FDOT Legal Office, discuss with each UAO the utility work by highway contractor option, discuss any future design issues that may impact utilities, etc., to the extent that they may have an effect on existing or proposed utility facilities with particular emphasis on drainage and TTCP with each UAO. The intent of this meeting shall be to assist the UAOs in identifying and resolving conflicts between utilities and proposed construction before completion of the plans, including utility adjustment details. Also, to work with the UAOs to recommend potential resolution between known utility conflicts with proposed construction plans as may be deemed practical by the UAO. The CONSULTANT shall keep accurate minutes of all meetings and distribute a copy to all attendees within three (3) days. See Task 4.5 (Horizontal/Vertical Master Design File) and Task 4.9 (Cross Section Design Files) for utility conflict location identification and adjustments. 7.10. Review Utility Markups & Work Schedules and Processing of Schedules & Agreements The CONSULTANT shall review utility marked -up plans and work schedules as they are received for content and coordinate review with the designer. Send color markups and schedules to the appropriate COUNTY office(s) such as survey, geotechnical, drainage, structures, lighting, roadway, signals, utilities, landscape architecture, municipalities, maintaining agency, and District Traffic Operations for review and comment if required by the District. Coordinate with the District for execution. Distribute Executed Final Documents. Prepare Work Order for UAO(s). The CONSULTANT shall coordinate with the COUNTY PUD the programming of necessary Work Program funds. 7.11. Utility Coordination/Follow-up The CONSULTANT shall provide utility coordination and follow-up. This includes follow-up, interpreting plans, and assisting the UAOs with completion of their work schedules and agreements. Includes phone calls, face-to-face meetings, etc., to motivate and ensure the UAO(s) complete and return the required documents in accordance with the project schedule. Ensure the resolution of all known conflicts. The CONSULTANT shall keep accurate minutes of all meetings and distribute a copy to all attendees. This task can be applied to all phases of the project. 7.12. Utility Constructability Review The CONSULTANT shall review utility schedules against construction contract time, and phasing for compatibility. Coordinate with and obtain written concurrence from the construction office. See Task 4.5 (Horizontal/Vertical Master Design File) and Task 4.9 (Cross Section Design Files) for utility conflict identification and adjustments. 7.13. Additional Utility Services The CONSULTANT shall provide additional utility services. The CONSULTANT shall, via soft -dig, potholing, or other non-destructive method, physically obtain the horizontal and vertical location, size, type, material, and condition, of all underground utilities within and surrounding all proposed foundations for signal poles, light poles, retaining walls, piles, culverts, or other critical locations where foundation construction is proposed, or as directed by the COUNTY'S Construction Project Manager. 7.14. Processing Utility Work by Highway Contractor (UWHC) This includes coordination of utility design effort between the COUNTY and the UAO(s). The CONSULTANT shall conduct additional coordination meetings, prepare and process the agreements, review tabulation of quantities, perform UWHC constructability and biddability review, review pay items, cost estimates, and Technical Special Provisions (TSP) or Modified Special Provision (MSP) prepared by the UAO. This does not include utility the utility design effort. This item is not usually included in the scope at the time of negotiation. 7.15. Contract Plans to UAO(s) If requested by the District, the CONSULTANT shall transmit the contract plans as processed for letting to the UAO(s). Transmittals to UAO(s) may be by certified mail, return receipt requested. 7.16. Certification/Close-Out This includes hours for transmitting utility files to the COUNTY and preparation of the Utility Certification Letter. The CONSULTANT shall certify to the COUNTY Project Manager the following: All utility negotiations (Full execution of each agreement, approved Utility Work Schedules, Technical Special Provisions or Modified Special Provisions written, etc.) have been completed with arrangements made for utility work to be undertaken and completed as required for proper coordination with the physical construction schedule. OR An on -site inspection was made, and no utility work will be involved. OR Plans were sent to the Utility Companies/Agencies and no utility work is required. OR A No Response letter on COUNTY letter, delivered to the UAO via certified mail, return receipt requested, documenting all failed attempts to obtain RGBs, UWS or No Conflict letter from any non -responsive UAO. 7.17.Other Utilities This scope item is considered an Additional/Optional Service if requested by the COUNTY. Fees for this item are not included in the negotiated contract fees. If this item is determined necessary and is requested by the COUNTY, scope and fee will be negotiated at the time and will be implemented via Change Order or Contract Amendment. When applicable, the staff hourly rates established in the contract shall be utilized for fee determination. 8. ENVIRONMENTAL PERMITS and ENVIRONMENTAL CLEARANCES The CONSULTANT shall notify the COUNTY Project Manager, Environmental Permit Coordinator, and other appropriate COUNTY personnel in advance of all scheduled meetings with the regulatory agencies to allow a COUNTY representative to attend. The CONSULTANT shall copy in the Project Manager and the Environmental Permit Coordinator on all permit -related correspondence and meetings. The CONSULTANT shall use current regulatory guidelines and policies for all permits required as identified in Section 2.4. 8.1. Preliminary Project Research The CONSULTANT shall perform preliminary project research and shall be responsible for regulatory agency coordination to assure that design efforts are properly directed toward permit requirements. The research shall include but should not be limited to a review of the project's PD&E documents including the Environmental Document, Natural Resources Evaluation Report, and Cultural Resources Assessment Survey Report. The CONSULTANT shall research any existing easements or other restrictions that may exist both within and adjacent to the proposed project boundary. Project research may include but should not be limited to review of available: federal, state, and local permit files and databases; and local government information including COUNTY and property appraiser data. The CONSULTANT shall determine if any Sovereign Submerged Lands easements need to be modified or acquired. Any applicable information will be shown on the plans as appropriate. 8.2. Field Work 8.2.1. Pond Site Alternatives: - N/A 8.2.2. Establish Wetland Jurisdictional Lines and Assessments: The CONSULTANT shall be responsible for, but not limited to, the following activities: o Determine landward extent of wetlands and other surface waters as detailed in Rule Chapter 62-340, F.A.C., as ratified in Section 373.4211, F.S.; United States Army Corps of Engineers (USACE) Wetland Delineation Manual (Technical Report Y-87-1); Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Atlantic and Gulf Coastal Plain Region (ERD/EL TR-10-20). o Collect all data and information necessary to determine the jurisdictional boundaries of wetlands and other surface waters as defined by the rules or regulations of each permitting agency processing a COUNTY permit application for the project. o Set seasonal high-water levels in adjacent wetlands with biological indicators o Obtain a jurisdictional determination as defined by the rules or regulations of each permitting agency processing a COUNTY permit application for the project. o Prepare aerial maps showing the jurisdictional boundaries of wetlands and other surface waters. Aerial maps shall be reproducible, of a scale of 1" = 400' or more detailed, and be recent photography. The maps shall show the jurisdictional boundaries of each agency. Photocopies of aerials are not acceptable. When necessary, a wetland - specific survey will be prepared by a registered surveyor and mapper. All surveyed jurisdictional boundaries are to be tied to the project's baseline of survey. o Prepare a written assessment of the current condition and functional value of the wetlands and other surface waters. Prepare data in tabular form which includes the ID number for each wetland (and other surface water, if necessary) impacted, size of wetland to be impacted, type of impact, and identify any wetland (by ID number and size) within the project limits that will not be impacted by the project. o Prepare appropriate agency forms to obtain required permits. Forms may include but are not limited to the USACE "Wetland Determination Data Form — Atlantic and Gulf Coastal Plain Region"; the USACE "Approved Jurisdictional Determination Form"; Uniform Mitigation Assessment Method forms and/or project -specific data forms. 8.2.3. Species Surveys: The CONSULTANT shall conduct wildlife surveys as defined by rules or regulations of any permitting agency or commenting agency that is processing a COUNTY permit. The CONSULTANT shall conduct a field review of the project site and document existing conditions with regard to habitats and potential presence of listed species. CONSULTANT will prepare the required supplemental environmental technical memorandum necessary to facilitate FDOT review and support for a Type 1, Categorical Exclusion to meet National Environmental Policy Act (NEPA) compliance. CONSULTANT will prepare the required documentation to support the Type 1 CE and will submit the required information for the Type 1 CE checklist to the COUNTY and FDOT to achieve the required Environmental Certification required for the LAP Agreement. The above scope and corresponding fees include consultation with the Florida Fish and Wildlife Conservation Commission (FWC) and the U.S. Fish and Wildlife Service (FWS). The CONSULTANT is to coordinate with the SFWMD and any other regulatory agencies having jurisdiction to assure that design efforts are properly directed toward permit requirements. The CONSULTANT will prepare a complete permit package necessary to construct the project, including site and system design information required by and acceptable to the District and all other regulatory agencies. The CONSULTANT will professionally endorse the permit package(s) for District permitting and any regulatory agency exercising jurisdiction with FDOT as co -applicant. The CONSULTANT is responsible for permit package submittal, agency coordination, and all the information necessary to secure permits from these regulatory agencies. 8.3. Agency Verification of Wetland Data The CONSULTANT shall be responsible for verification of wetland and other surface water data identified in Section 8.2 and coordinating regulatory agency field reviews, including finalization of assessments and jurisdictional determinations with applicable agencies. 8.4. Complete and Submit All Required Permit Applications The CONSULTANT shall collect all the data and information necessary to prepare the permit applications and obtain the environmental permits required to construct the project as identified in the Project Description and as described in 8.4.1, 8.4.2, and 8.12 (Other Permits). The CONSULTANT shall prepare each permit application in accordance with the rules and/or regulations of the regulatory agency responsible for issuing a specific permit and/or authorization to perform work. The permit application packages must be approved by the COUNTY and FDOT prior to submission to regulatory agencies. The CONSULTANT will submit all permit applications, as directed by the COUNTY. The COUNTY will be responsible for payment of all permit fees. 8.4.1. Complete and Submit all Required Wetland Permit Applications: The CONSULTANT shall prepare, complete, and submit required wetland permit (i.e., ERP, Section 404) application packages to the appropriate regulatory agencies. This includes, but is not limited to, applications submitted to WMDs and/or DEP. The application package may include but is not limited to attachments (i.e., project location map, aerials, affidavit of ownership, pictures, additional technical analysis, etc.), a cover letter with project description as well as completion of applicable agency forms. The CONSULTANT shall prepare and respond to agency Requests for Additional Information (RAIs), including necessary revisions to the application package. All responses and completed application packages must be approved by the COUNTY prior to submission to the regulatory agencies. Geotechnical permitting should also be prepared, submitted, and obtained. 8.4.2. Complete and Submit all Required Species Permit Applications: The CONSULTANT shall prepare, complete, and submit required species permit applications to the appropriate agencies. This includes federal and state -protected species permit application packages as required. The work includes completion of application package (i.e., project location map, aerials, affidavit of ownership, pictures, additional technical analysis, etc.), and cover letter with project description as well as completion of applicable forms. The CONSULTANT shall respond to agency RAIs, including necessary revisions to the application package. All responses and completed applications must be approved by the COUNTY prior to submittal to the regulatory agency. 8.5. Coordinate and Review Dredge and Fill Sketches The CONSULTANT shall review Dredge and Fill Detail sheets to ensure information on the sketch(es) meet the requirements of the regulatory agencies and are appropriate for environmental permit application submittal and acquisition. The CONSULTANT will also provide environmental data/information as needed to support the preparation of the Dredge and Fill sketches. 8.6. Prepare USCG Permit Application — N/A 8.7. Prepare Water Management District or Local Water Control District Right of Way Occupancy Permit Application The CONSULTANT shall be responsible for preparing the ROW Occupancy permit application in accordance with the regulatory agency requirements. 8.8. Prepare Coastal Construction Control Line (CCCL) Permit Application — N/A 8.9. Prepare USACE Section 408 Application to Alter a Civil Works Project — N/A 8.10. Compensatory Mitigation Plan Prior to the development of mitigation alternatives, the CONSULTANT shall meet with the Project Manager to determine the COUNTY's policies in proposing mitigation. The CONSULTANT will be directed by the COUNTY to investigate the mitigation options that meet federal and state requirements in accordance with section 373.4137, F.S. Below are the only mitigation options: o Purchase of mitigation credits from a mitigation bank 8.11. Mitigation Coordination and Meetings The CONSULTANT shall coordinate with COUNTY personnel prior to approaching any environmental permitting or commenting agencies. Once a mitigation plan has been reviewed and approved by the COUNTY, the CONSULTANT will be responsible for coordinating the proposed mitigation plan with the environmental agencies. The CONSULTANT will provide mitigation information needed to update the COUNTY Project Manager. 8.12.Other Environmental Permits Environmental Clearances and Technical Support scope items are considered Additional/Optional Services if requested by the COUNTY. Fees for these items are not included in the negotiated contract fees. If these items are determined necessary and are requested by the COUNTY, scope and fee will be negotiated at that time and will be implemented via Change Order. When applicable, the staff hourly rates established in the contract shall be utilized for fee determination. 8.13. Technical Support to the COUNTY for Environmental Clearances and Re-evaluations The CONSULTANT shall provide engineering and environmental support for the COUNTY to obtain environmental clearances for all changes to the project after the PD&E study was approved. These changes include but are not limited to pond and/or mitigation sites identified, land use or environmental changes, and major design changes. 8.13.1. NEPA or SEIR Re-evaluation: Before developing the final design plans, the CONSULTANT shall be responsible for coordinating with the FDOT to provide the necessary engineering information required to prepare the re-evaluation by the FDOT. The preparation of environmental re-evaluations includes those as listed in Part 1, Chapter 13 of the FDOT PD&E Manual: Right of Way, Design Change, and Construction Advertisement. The CONSULTANT shall provide information to update the Project Commitment Record for incorporation into the re-evaluation. It is the responsibility of the CONSULTANT to provide the engineering information on major design changes including changes in typical section, roadway alignment, pond site selection, right-of-way requirements, drainage, and traffic volumes that may affect noise models. 8.13.2. Archaeological and Historical Resources: The CONSULTANT shall provide necessary technical information to analyze the impacts to all cultural and historical resources due to changes in the project in accordance with Part 2, Chapter 8 of the PD&E Manual. 8.13.3. Wetland Impact Analysis: The CONSULTANT shall provide necessary technical information to analyze the impacts to wetlands and other surface waters in accordance with Part 2, Chapter 9 of the PD&E Manual due to changes in the project. 8.13.4. Essential Fish Habitat Impact Analysis: The CONSULTANT shall provide necessary technical information to analyze the impacts to essential fish habitat in accordance Part 2, Chapter 17 of the PD&E Manual due to changes in the project. 8.13.5. Protected Species and Habitat Impact Analysis: The CONSULTANT shall provide necessary technical information to analyze the impacts to all protected species and habitat in accordance with Part 2, Chapter 16 of the PD&E Manual due to changes in the project. The CONSULTANT shall perform the necessary analysis to complete agency consultation in accordance with Section 7 or Section 10 of the Endangered Species Act. 8.14. Preparation of Environmental Clearances and Re-evaluations. The CONSULTANT shall prepare reports and clearances for all the changes to the project that occurred after the PD&E study was approved. These changes could include but are not limited to pond and/or mitigation sites identified, land use or environmental changes, and major design changes. 8.14.1. NEPA or SEIR Re-evaluation: During the development of the final design plans, the CONSULTANT shall be responsible for collecting the data and preparing technical documents for the FDOT to perform the re-evaluation in accordance with Part 1, Chapter 13 of the PD&E Manual. 8.14.2. Archaeological and Historical Resources: The CONSULTANT shall collect data necessary to completely analyze the impacts, due to changes in the project or project area, to all cultural and historic resources, and prepare a Cultural Resource Assessment Survey Report, in accordance with Part 2, Chapter 8 of the PD&E Manual. 8.14.3. Wetland Impact Analysis: The CONSULTANT shall analyze the impacts to wetlands due to changes to the project and complete the wetlands section of a Natural Resources Evaluation Report, in accordance with Part 2, Chapter 9 of the PD&E Manual. 8.14.4. Essential Fish Habitat Impact Analysis: The CONSULTANT shall analyze the impacts to essential fish habitat due to changes to the project and complete the Essential Fish Habitat section of a Natural Resources Evaluation Report, in accordance with Part 2, Chapter 17 of the PD&E Manual. 8.14.5. Protected Species and Habitat Impact Analysis: The CONSULTANT shall collect data necessary to prepare the protected species and habitat section of the Natural Resources Evaluation Report and analyze the impacts to protected species and habitat by the changes to the project, in accordance with Part 2, Chapter 16 of the PD&E Manual. The CONSULTANT shall perform the necessary analysis to complete agency consultation in accordance with Section 7 or Section 10 of the Endangered Species Act. 8.15. Contamination Impact Analysis The CONSULTANT shall prepare Contamination Screening Evaluation for the project limits including stormwater ponds and floodplain compensation sites as described in Part 2, Chapter 20, of the PD&E Manual. The appropriate level of analysis and deliverable type will be approved by the County's Project Manager and District Contamination Impact Coordinator. The draft Level 1 Contamination Screening Evaluation document shall be submitted to the County's Project Manager for review and final approval. The CONSULTANT shall include an evaluation of any new contamination impacts due to changes to the project from the PD&E design concept, if applicable, and any new discharges or new potential contamination impacts not evaluated in any previously completed Contamination Screening Evaluation. The project impacts, conclusions, recommendations, figures, tables, and appendices will be provided in a Level I Contamination Screening Evaluation Report. The CONSULTANT shall provide Level II assessment services. If contamination is identified within the limits of construction, the CONSULTANT shall coordinate with the COUNTY Project Manager to properly mark identified contamination areas in the plans and develop specifications as appropriate. 8.16. Asbestos Survey — N/A 8.17. Technical Meetings 8.18. Quality Assurance/Quality Control 8.19. Supervision 8.20. Coordination 9. STRUCTURES - SUMMARY AND MISCELLANEOUS TASKS AND DRAWINGS The CONSULTANT shall analyze, design, and develop contract documents for all structures in accordance with applicable provisions as defined in Section 2.19, Provisions for Work. Individual tasks identified in Sections 9 through 18 are defined in the Staff Hour Estimation Handbook and within the provision defined in Section 2. 20, Provisions for Work. Contract documents shall display economical solutions for the given conditions. The CONSULTANT shall provide Design Documentation to the COUNTY with each submittal consisting of structural design calculations and other supporting documentation developed during the development of the plans. The design calculations submitted shall adequately address the complete design of all structural elements. These calculations shall be neatly and logically presented on digital media or, at the COUNTY's request, on 8'/z"xI l" paper and all sheets shall be numbered. The final design calculations shall be signed and sealed by a Florida -licensed professional engineer. A cover sheet indexing the contents of the calculations shall be included and the engineer shall sign and seal that sheet. All computer programs and parameters used in the design calculations shall include sufficient backup information to facilitate the review task. 9.1. Key Sheet and Index of Drawings 9.2. Project Layout 9.3. General Notes and Bid Item Notes 9.4. Miscellaneous Common Details 9.5. Incorporate Report of Core Borings 9.6. Standard Plans- Bridges 9.7. Existing Bridge Plans 9.8. Assemble Plan Summary Boxes and Quantities 9.9. Cost Estimate 9.10. Technical Special Provisions and Modified Special Provisions 9.11. Field Reviews 9.12. Technical Meetings 9.13. Quality Assurance/Quality Control 9.14.Independent Peer Review 9.15. Supervision 9.16. Coordination 10. STRUCTURES - BRIDGE DEVELOPMENT REPORT The CONSULTANT shall prepare a Bridge Type Study (Not a full BDR). The Bridge Type Study shall be submitted as part of Phase I (30% Plans) Submittal, General Requirements. General Requirements: 10.1. Bridge Geometry 10.2. Ship Impact Data Collection — N/A 10.3. Ship Impact Criteria — N/A Superstructure Alternatives: 10.4. Short -Span Concrete 10.5. Medium -Span Concrete 10.6. Long Span Concrete — N/A 10.7. Structural Steel — N/A Foundation and Substructure Alternatives: 10.8. Pier/Bent 10.9. Shallow Foundations / Geosynthetic Reinforced Soil (GRS) Abutments — N/A 10.10. Deep Foundations Movable Span — N/A 10.11. Data Collection and Design Criteria 10.12. Movable Span Geometrics and Clearances — N/A 10.13. Deck System Evaluation 10.14. Framing Plan Development 10.15. Main Girder Preliminary Design 10.16. Conceptual Span Balance/Counterweight — N/A 10.17. Support System Development 10.18. Drive Power Calculations — N/A 10.19. Drive System Development — N/A 10.20. Power and Control Development — N/A 10.21. Conceptual Pier Design 10.22. Foundation Analysis (FL PIER) 10.23. Tender Visibility Study Other Bridge Type Study Issues: 10.24. Aesthetics — N/A 10.25. TTCP/Staged Construction Requirements 10.26. Constructability Requirements 10.27. Load Rating for Damaged/Widened Structures — N/A 10.28. Quantity and Cost Estimates 10.29. Quantity and Cost Estimates - Movable Span — N/A 10.30. Wall Type Justification 10.31. Report Preparation 10.32. Exhibits 10.33. Exhibits - Movable Span — N/A 10.34. Report Preparation - Movable Span — N/A 10.35. Bridge Type Study Submittal Package Preliminary Plans (To be included as an appendix to the Bridge Type Study) 1. General Notes Sheets 2. Plan and Elevation Sheets 3. Construction Staging 4. Bridge Hydraulics Recommendation Sheets 5. Superstructure Typical Section Sheets 6. Framing Plan — N/A 2. Substructure Section Sheets 3. Report of Core Borings 4. Preliminary Foundation Layouts 5. Wall Layout Sheets 6. Existing Bridge Plans — N/A Preliminary Geotechnical investigations Report shall be included as part of the Bridge Type Study preparation. 11. STRUCTURES - TEMPORARY BRIDGE — N/A 12. STRUCTURES — SHORT SPAN CONCRETE BRIDGE The CONSULTANT shall prepare plans for Short Span Concrete Bridge(s) at the location(s) specified in Section 2.5. General Layout Design and Plans 12.1.Overall Bridge Final Geometry 12.2. Expansion/Contraction Analysis 12.3. General Plan and Elevation 12.4. Construction Staging 12.5. Approach Slab Plan and Details 12.6. Miscellaneous Details End Bent Design and Plans 12.7. End Bent Geometry 12.8. End Bent Structural Design 12.9. End Bent Plan and Elevation 12.10. End Bent Details Intermediate Bent Design and Plans 12.11. Bent Geometry 12.12. Bent Stability Analysis 12.13. Bent Structural Design 12.14. Bent Plan and Elevation 12.15. Bent Details Miscellaneous Substructure Design and Plans 12.16. Foundation Layout Superstructure Design and Plans 12.17. Finish Grade Elevation Calculation 12.18. Finish Grade Elevations Cast -In -Place Slab Bridges 12.19. Bridge Deck Design 12.20. Superstructure Plan 12.21. Superstructure Sections and Details Prestressed Slab Unit Bridges 12.22. Prestressed Slab Unit Design 12.23. Prestressed Slab Unit Layout 12.24. Prestressed Slab Unit Details and Schedule 12.25. Deck Topping Reinforcing Layout 12.26. Superstructure Sections and Details Reinforcing Bar Lists 12.27. Preparation of Reinforcing Bar List Load Rating 12.28. Load Rating 13. STRUCTURES - MEDIUM SPAN CONCRETE BRIDGE The CONSULTANT shall prepare plans for Medium Span Concrete Bridge(s) at the location(s) specified in Section 2.5. 13.1. General Layout Design and Plans 13.2.Overall Bridge Final Geometry 13.3. Expansion/Contraction Analysis 13.4. General Plan and Elevation 13.5. Construction Staging 13.6. Approach Slab Plan and Details 13.7. Miscellaneous Details 13.8. End Bent Design and Plans 13.9. End Bent Geometry 13.10. Wingwall Design and Geometry 13.11. End Bent Structural Design 13.12. End Bent Plan and Elevation 13.13. End Bent Details 13.14. Intermediate Bent Design and Plans 13.15. Bent Geometry 13.16. Bent Stability Analysis 13.17. Bent Structural Design 13.18. Bent Plan and Elevation 13.19. Bent Details 13.20. Pier Design and Plans 13.21. Pier Geometry 13.22. Pier Stability Analysis 13.23. Pier Structural Design 13.24. Pier Plan and Elevation 13.25. Pier Details 13.26. Miscellaneous Substructure Design and Plans 13.27. Foundation Layout 13.28. Superstructure Deck Design and Plans 13.29. Finish Grade Elevation (FGE) Calculation 13.30. Finish Grade Elevations 13.31. Bridge Deck Design 13.32. Bridge Deck Reinforcing and Concrete Quantities 13.33. Diaphragm Design 13.34. Superstructure Plan 13.35. Superstructure Section 13.36. Miscellaneous Superstructure Details 13.37. Reinforcing Bar Lists 13.38. Preparation of Reinforcing Bar List 13.39. Continuous Concrete Girder Design 13.40. Section Properties 13.41. Material Properties 13.42. Construction Sequence 13.43. Tendon Layouts 13.44. Live Load Analysis 13.45. Temperature Gradient 13.46. Time Dependent Analysis 13.47. Stress Summary 13.48. Ultimate Moments 13.49. Ultimate Shear 13.50. Construction Loading 13.51. Framing Plan 13.52. Girder Elevation, including Grouting Plan and Vent Locations 13.53. Girder Details 13.54. Erection Sequence 13.55. Splice Details 13.56. Girder Deflections and Camber 13.57. Simple Span Concrete Design 13.58. Prestressed Beam 13.59. Prestressed Beam Schedules 13.60. Framing Plan 13.61. Beam Stability 13.62. Beam/Girder Stability 13.63. Bearing 13.64. Bearing Pad and Bearing Plate Design 13.65. Bearing Pad and Bearing Plate Details 13.66. Load Rating 13.67. Load Ratings 14. STRUCTURES - STRUCTURAL STEEL BRIDGE — N/A 15. STRUCTURES - SEGM NTAL CONCRETE BRIDGE — N/A 16. STRUCTURES - M ABLE SPAN — N/A 17. STRUCTURES - RETAINING WALLS — Optional Services The CONSULTANT shall prepare plans for Retaining Wall(s) as specified in Section 2.5. General Requirements: Key Sheet 17.1. Horizontal Wall Geometry Permanent Proprietary Walls: N/A 17.2. Vertical Wall Geometry 17.3. Semi -Standard Drawings 17.4. Wall Plan and Elevations (Control Drawings) 17.5. Details Temporary Proprietary Walls: N/A 17.6. Vertical Wall Geometry 17.7. Semi -Standard Drawings 17.8. Wall Plan and Elevations (Control Drawings) 17.9. Details Cast -In -Place Retaining Walls: 17.10. Design 17.11. Vertical Wall Geometry 17.12. General Notes 17.13. Wall Plan and Elevations (Control Drawings) 17.14. Sections and Details 17.15. Reinforcing Bar List Other Retaining Walls and Bulkheads: N/A 17.16. Design 17.17. Vertical Wall Geometry 17.18. General Notes, Tables, and Miscellaneous Details 17.19. Wall Plan and Elevations 17.20. Details 18. STRUCTURES — MISCELLANEOUS The CONSULTANT shall prepare plans for Miscellaneous Structure(s) as specified in Section 2.5. Concrete Box Culverts — N/A 18.1. Concrete Box Culverts — N/A 18.2. Concrete Box Culverts Extensions — N/A 18.3. Concrete Box Culvert Data Table Plan Sheets — N/A 18.4. Concrete Box Culvert Special Details Plan Sheets — N/A Strain Poles — N/A 18.5. Steel Strain Poles — N/A 18.6. Concrete Strain Poles — N/A 18.7. Strain Pole Data Table Plan Sheets — N/A 18.8. Strain Pole Special Details Plan Sheets — N/A Mast Arms — N/A 18.9. Mast Arms 18.10. Mast Arms Data Table Plan Sheets 18.11. Mast Arms Special Details Plan Sheets Overhead/Cantilever Sign Structure — N/A 18.12. Cantilever Sign Structures — N/A 18.13.Overhead Span Sign Structures — N/A 18.14. Special (Long Span) Overhead Sign Structures — N/A 18.15. Monotube Overhead Sign Structure — N/A 18.16. Bridge Mounted Signs (Attached to Superstructure) — N/A 18.17.Overhead/Cantilever Sign Structures Data Table Plan Sheets — N/A 18.18.Overhead/Cantilever Sign Structures Special Details Plan Sheets — N/A High Mast Lighting — N/A 18.19. Non -Standard High Mast Lighting Structures — N/A 18.20. High Mast Lighting Special Details Plan Sheets — N/A Noise Barrier Walls (Ground Mount) — N/A 18.21. Horizontal Wall Geometry — N/A 18.22. Vertical Wall Geometry — N/A 18.23. Summary of Quantities — Aesthetic Requirements — N/A 18.24. Control Drawings — N/A 18.25. Design of Noise Barrier Walls Covered by Standards — N/A 18.26. Design of Noise Barrier Walls not Covered by Standards — N/A 18.27. Aesthetic Details — N/A Special Structures — N/A 18.28. Fender System — N/A 18.29. Fender System Access — N/A 18.30. Special Structures — Spread Footer Lighting Foundations — N/A 18.31.Other Structures — N/A 18.32. Condition Evaluation of Signal and Sign Structures, and High Mast Light Poles — N/A 18.33. Condition Evaluation of Signal and Sign Structures, and High Mast Light Poles (No As built or Design Plans Available) — N/A 18.34. Analytical Evaluation of Signal and Sign Structures, and High Mast Light Poles — N/A 18.35. Ancillary Structures Report — N/A 19. SIGNING AND PAVEMENT MARKING ANALYSIS The CONSULTANT shall analyze and document Signing and Pavement Markings Tasks in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and current design memorandums. 19.1. Traffic Data Analysis The CONSULTANT shall review the approved preliminary engineering report, typical section package, traffic technical memorandum, and proposed geometric design alignment to identify proposed sign placements and roadway markings. Perform queue analysis. 19.2. No Passing Zone Study — N/A The CONSULTANT shall perform all efforts required for field data collection, and investigation in accordance with the COUNTY's Manual on Uniform Traffic Studies. The CONSULTANT shall submit the signed and sealed report to the COUNTY for review and approval. 19.3. Reference and Master Design File The CONSULTANT shall prepare the Signing & Marking Design file to include all necessary design elements and all associated reference files. 19.4.Multi-Post Sign Support Calculations The CONSULTANT shall determine the appropriate column size from the COUNTY's Multi -Post Sign Program(s). 19.5. Sign Panel Design Analysis Establish sign layout, letter size, and series for non-standard signs. 19.6. Sign Lighting/Electrical Calculations — N/A 19.7. Quantities 19.8. Cost Estimate 19.9. Technical Special Provisions and Modified Special Provisions 19.10.Other Signing and Pavement Marking Analysis 19.11. Field Reviews 19.12. Technical Meetings 19.13. Quality Assurance/Quality Control 19.14. Independent Peer Review 19.15. Supervision 19.16. Coordination 20. SIGNING AND PAVEMENT MARKING PLANS The CONSULTANT shall prepare a set of Signing and Pavement Marking Plans in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and current design memorandums that include the following. 20.1. Key Sheet 20.2. Summary of Pay Items 20.3. Tabulation of Quantities 20.4. General Notes/Pay Item Notes 20.5. Project Layout 20.6. Plan Sheet 20.7. Typical Details 20.8. Guide Sign Work Sheet(s) — includes advance street name signs on all approaches to the intersection. 20.9. Traffic Monitoring Site as required 20.10. Cross Sections — N/A 20.11. Special Service Point Details as required — N/A 20.12. Special Details 20.13. Interim Standards — N/A 20.14. Quality Assurance/Quality Control The CONSULTANT shall be responsible for the professional quality, technical accuracy, and coordination of traffic design drawings, specifications, and other services furnished by the CONSULTANT under this contract. The CONSULTANT shall provide a Quality Control Plan that describes the procedures to be utilized to verify, independently check, and review all design drawings, specifications, and other services prepared as a part of the contract. The CONSULTANT shall describe how the checking and review processes are to be documented to verify that the required procedures were followed. The Quality Control Plan may be one utilized by the CONSULTANT as part of their normal operation, or it may be one specifically designed for this project. 20.15. Supervision 21. SIGNALIZATION ANALYSIS The CONSULTANT shall analyze and document Signalization Analysis Tasks in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and current design memorandums. 21.1. Traffic Data Collection — as required The CONSULTANT shall perform all effort required for traffic data collection, including crash reports, 24 hr. machine counts, 8 hr. turning movement counts, 7-day machine counts, and speed & delay studies. 21.2. Traffic Data Analysis The CONSULTANT shall determine signal operation plan, intersection geometry, local signal timings, pre-emption phasing & timings, forecasting traffic, and intersection analysis run. 21.3. Signal Warrant Study 21.4. Systems Timings — N/A 21.5. County Traffic Section will perform the signal timing determination. 21.6. Reference and Master Signalization Design File The CONSULTANT shall prepare the Signalization Design file to include all necessary design elements and all associated reference files. 21.7. Reference and Master Interconnect Communication Design File The CONSULTANT shall prepare the Interconnect Communication Design file to include all necessary design elements and all associated reference files. 21.8.Overhead illuminated Street Name Sign Design The CONSULTANT shall design Signal Mounted Overhead Street Name signs. 21.9. Pole Elevation Analysis 21.10. Traffic Signal Operation Report — N/A 21.11. Quantities 21.12. Cost Estimate 21.13. Technical Special Provisions and Modified Special Provisions The CONSULTANT shall meet the latest version of the Collier COUNTY Signalization Technical Special Provisions. 21.14.Other Signalization Analysis The CONSULTANT is required to incorporate into the project the following elements: Closed Circuit Television (CCTV) Cameras (as necessary) — the specification for these devices can be found on Collier COUNTY's website at http://www.collier o�your-government/divisions-s-z/traffic-operations/traffic-technical- snecial-provisions Vehicle Detection (Inductive loops); web address for these specifications is above. Queue Analysis — Determine auxiliary lanes capacity Any additional Technical Special Provisions (must be approved by Traffic Operations Engineers) 21.15. Field Reviews The CONSULTANT shall collect information from the maintaining agencies and conduct a field review. The review should include, but is not limited to, the following: Controller Make, Model, Capabilities, and Condition/Age Condition of Signal Structure(s) Type of Detection as Compared with Current District Standards Interconnect Media Controller Timing Data 21.16. Technical Meetings 21.17. Quality Assurance/Quality Control The CONSULTANT shall be responsible for the professional quality, technical accuracy, and coordination of traffic design drawings, specifications, and other services furnished by the CONSULTANT under this contract. The CONSULTANT shall provide a Quality Control Plan that describes the procedures to be utilized to verify, independently check, and review all design drawings, specifications, and other services prepared as a part of the contract. The CONSULTANT shall describe how the checking and review processes are to be documented to verify that the required procedures were followed. The Quality Control Plan may be one utilized by the CONSULTANT as part of their normal operation, or it may be one specifically designed for this project. 21.18. Independent Peer Review 21.19. Supervision 21.20. Coordination 22. SIGNALIZATION PLANS The CONSULTANT shall prepare a set of Signalization Plans in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and current design memorandums. Key Sheet Summary of Pay Items Including Designer Interface Quantity Input Tabulation of Quantities General Notes/Pay Item Notes Plan Sheet Interconnect Plans Traffic Monitoring Site — as required Guide Sign Worksheet Special Details Special Service Point Details — as required Mast Arm/Monotube Tabulation Sheet Strain Pole Schedule — N/A TTCP Signal (Temporary) Temporary Detection Sheet Utility Conflict Sheet Interim Standards Quality Assurance/Quality Control The CONSULTANT shall be responsible for the professional quality, technical accuracy, and coordination of traffic design drawings, specifications, and other services furnished by the CONSULTANT under this contract. The CONSULTANT shall provide a Quality Control Plan that describes the procedures to be utilized to verify, independently check, and review all design drawings, specifications, and other services prepared as a part of the contract. The CONSULTANT shall describe how the checking and review processes are to be documented to verify that the required procedures were followed. The Quality Control Plan may be one utilized by the CONSULTANT as part of their normal operation, or it may be one specifically designed for this project. 22.1. Supervision 23. LIGHTING ANALYSIS — N/A 24. LIGHTING PLANS — N/A 25. LANDSCAPE ANALYSIS — N/A 26. LANDSCAPE PLANS — N/A 27. SURVEY The CONSULTANT shall perform survey tasks in accordance with all applicable statutes, manuals, guidelines, standards, handbooks, procedures, and current design memoranda. The CONSULTANT shall submit all survey notes and computations to document the surveys. All field survey work shall be recorded in approved media and submitted to the COUNTY. Field books submitted to the COUNTY must be of an approved type. The field books shall be certified by the surveyor in responsible charge of work being performed before the final product is submitted. The survey notes shall include documentation of decisions reached from meetings, telephone conversations or site visits. All like work (such as bench lines, reference points, etc.) shall be recorded contiguously. The COUNTY may not accept field survey radial locations of section corners, platted subdivision lot and block corners, alignment control points, alignment control reference points, and certified section corner references. The COUNTY may instead require that these points be surveyed by true line, traverse or parallel offset or Global Positioning Systems (GPS) procedures. 27.1. Horizontal Project Control (HPC) Establish or recover HPC, for the purpose of establishing horizontal control on the Florida State Plane Coordinate System or datum approved by the COUNTY Project Manager; may include primary or secondary control points. Includes analysis and processing of all field collected data, and preparation of forms. 27.2. Vertical Project Control (VPC) Establish or recover VPC, for the purpose of establishing vertical control on datum approved by the COUNTY Project Manager; may include primary or secondary vertical control points. Includes analysis and processing of all field collected data, and preparation of forms. 27.3. Alignment and/or Existing Right of Way (R/W) Lines Establish, recover or re-establish project alignment. Also includes analysis and processing of all field collected data, existing maps, and/or reports for identifying mainline, ramp, offset, or secondary alignments. Depict alignment and/or existing R/W lines (in required format) per COUNTY R/W Maps, platted, or dedicated right of way. 27.4. Aerial Targets Place, locate, and maintain required aerial targets and/or photo -identifiable points. Includes analysis and processing of all field collected data, existing maps, and/or reports. Placement of the targets will be at the discretion of the aerial firm. 27.5. Reference Points Reference Horizontal Project Control (HPC) points, project alignment, vertical control points, section, 1/4 section, center of section corners and General Land Office (G.L.O.) corners as required. 27.6. Topography/Digital Terrain Model (DTM) (3D) Locate all above -ground features and improvements for the limits of the project by collecting the required data for the purpose of creating a DTM with sufficient density. Shoot all break lines, high and low points. Effort includes field edits, analysis, and processing of all field collected data, existing maps, and/or reports. 27.7. Planimetric (2D) Locate all above -ground features and improvements. Deliver in appropriate electronic format. Effort includes field edits, analysis, and processing of all field collected data, existing maps, and/or reports. 27.8. Roadway Cross Sections/Profiles Perform cross sections or profiles. May include analysis and processing of all field -collected data for comparison with DTM. 27.9. Side Street Surveys Refer to tasks of this document as applicable. 27.10. Underground Utilities Designation includes 2-dimensional collection of existing utilities and selected 3-dimensional verification as needed for designation. Location includes non-destructive excavation to determine size, type, and location of existing utility, as necessary for final 3-dimensional verification. Survey includes collection of data on points as needed for designates and locates. Includes analysis and processing of all field collected data, and delivery of all appropriate electronic files. The CONSULTANT shall SUE all locations that include new underground infrastructure or earthwork excavation (i.e., drilled shafts, bridge piles, strain poles, mast arms, miscellaneous foundations, drainage structures, pipe culverts, new ditches, etc.). The expectation is for the CONSULTANT to know exactly where all existing underground utilities and infrastructure are located in areas that work will be performed to properly design for any new underground infrastructure or earthwork excavation that will be constructed on the project. The CONSULTANT's approach to practicing SUE shall be consistent with the American Society of Civil Engineers (ASCE) Standard (CUASCE 38-02) entitled "Standard Guideline for the Collection and Depiction of Existing Subsurface Utility Data" as follows: • Identify utility owners that have facilities on, or may be affected by, the project limits. Contact these utility owners (face-to-face meetings recommended) and provide them with information about the proposed project and schedule periodic follow-up meetings. (ASCE Quality Level D). • Review all information that can be obtained and plot on utility composite drawing (CADD file to be furnished). (ASCE Quality Level D). • Make field observations to identify visible above -ground utility features. Provide all information in field sketches so surveyor can prepare a complete survey and plot a rectilinear grid. (ASCE Quality Level C) • Use appropriate surface geophysical methods (i.e., pipe and cable locators, terrain conductivity methods, resistively measurements, metal detectors, Ground Penetrating Radar, etc.) to designate existing subsurface utilities or to trace a particular utility system. This provides two-dimensional horizontal information. Place paint marks on the ground. Place identification flags or stakes on the paint marks or coding on the pavement and survey to project controls. Depict resulting information via computer aided design and drafting (CADD). Provide notes and sketches to designer of record and/or on -site engineer. Non-tonable (non-metallic) utilities will be discussed at this time with the designer of record and/or on -site engineer. (ASCE Quality Level B). • Meet with designer of record and/or on -site engineer to determine utility conflicts and ASCE Quality Level A test hole locations. • Expose selected subsurface utilities to obtain three-dimensional information. Use minimally intrusive excavation methods, such as vacuum excavation and Air -Lance. Depict resulting information. Resolve differences between all information gathered. Provide test hole data sheets (THDS) to designer of record and/or on -site engineer. All test holes are to be backfilled as described below. (ASCE Quality Level A). On completion, test holes shall be restored to the following: a. Backfilled with in -kind material b. Placed backfill using proper techniques c. Restored pavement with in -kind material d. Restored areas outside of pavement to pre -excavation conditions • Collect and store utility location and condition information in a database for asset management. Provide a detailed report of utility locations, depths, size, type, etc. All information shall be provided in the format preapproved by the COUNTY. 27.11.Outfall Survey Locate all above -ground features and improvements for the limits of the project by collecting the required data for the purpose of a DTM. Survey with sufficient density of shots. Shoot all break lines, high and low points. Includes field edits, analysis, and processing of all field collected data, existing maps, and/or reports. 27.12. Drainage Survey Locate underground data (XYZ, pipe size, type, condition, and flow line) that relates to above -ground data. Includes field edits, analysis, and processing of all field collected data, existing maps, and/or reports. 27.13. Bridge Survey (Minor/Major) Locate required above -ground features and improvements for the limits of the bridge. Includes field edits, analysis, and processing of all field collected data, existing maps, and/or reports. 27.14. Channel Survey Locate all topographic features and improvements for the limits of the project by collecting the required data. Includes field edits, analysis, and processing of all field collected data, maps, and/or reports. 27.15. Pond Site Survey Refer to tasks of this document as applicable. 27.16. Mitigation Survey Refer to tasks of this document as applicable. 27.17. Jurisdiction Line Survey Perform field location (2-dimensional) of jurisdiction limits as defined by respective authorities, also includes field edits, analysis, and processing of all field collected data, preparation of reports. 27.18. Geotechnical Support Perform 3-dimensional (X, Y, Z) field location, or stakeout, of boring sites established by geotechnical engineer. Includes field edits, analysis, and processing of all field collected data and/or reports. 27.19. Sectional/Grant Survey Perform field location/placement of section corners, 1/4 section corners, and fractional corners where pertinent. Includes analysis and processing of all field -collected data and/or reports. 27.20. Subdivision Location Survey all existing recorded subdivision/condominium boundaries, tracts, units, phases, blocks, street R/W lines, common areas. Includes analysis and processing of all field collected data and/or reports. If unrecorded subdivision is on file in the public records of the subject COUNTY, tie existing monumentation of the beginning and end of unrecorded subdivision. 27.21. Maintained R/W Perform field location (2-dimensional) of maintained R/W limits as defined by respective authorities, if needed. Also includes field edits, analysis, and processing of all field collected data, preparation of reports. 27.22. Boundary Survey Perform boundary survey as defined by COUNTY standards. Includes analysis and processing of all field -collected data, preparation of reports. 27.23. Water Boundary Survey Perform Mean High Water, Ordinary High Water, and Safe Upland Line surveys as required by COUNTY standards. 27.24. Right of Way Staking, Parcel / Right of Way Line Perform field staking and calculations of existing/proposed R/W lines for on -site review purposes. 27.25. Right of Way Monumentation Set R/W monumentation as depicted on final R/W maps for corridor and water retention areas. 27.26. Line Cutting Perform all efforts required to clear vegetation from the line of sight. 27.27. Work Zone Safety Provide work zone as required by COUNTY standards. 27.28. Vegetation Survey Locate vegetation within the project limits. 27.29. Tree Survey Locate individual trees or palms within the project limits. 27.30. Miscellaneous Surveys Refer to tasks of this document, as applicable, to perform surveys not described herein. The percent for Supplemental will be determined at negotiations. This item can only be used if authorized in writing by the COUNTY Project Manager. 27.31. Supplemental Surveys Supplemental survey days and hours are to be approved in advance by COUNTY Project Manager. Refer to tasks of this document, as applicable, to perform surveys not described herein. 27.32. Document Research Perform research of documentation to support field and office efforts involving surveying and mapping. 27.33. Field Review Perform verification of the field conditions as related to the collected survey data. 27.34. Technical Meetings Attend meetings as required and negotiated by the Surveying and Mapping COUNTY. 27.35. Quality Assurance/Quality Control (QA/QC) Establish and implement a QA/QC plan. Also includes SUBCONSULTANT review, response to comments and any resolution meetings if required, preparation of submittals for review, etc. 27.36. Supervision Perform all activities required to supervise and coordinate project. These activities must be performed by the project supervisor, a Florida P.S.M., or their delegate as approved by the COUNTY Project Manager. 27.37. Coordination Coordinate survey activities with other disciplines. These activities must be performed by the project supervisor, a Florida P.S.M., or their delegate as approved by the COUNTY Project Manager. 28. PHOTOGRAMMETRY — N/A 29. MAPPING The CONSULTANT will be responsible for the preparation of control survey maps, right of way maps, maintenance maps, sketches, other miscellaneous survey maps, and legal descriptions as required for this project in accordance with all applicable COUNTY Manuals, Procedures, Handbooks, District specific requirements, and Florida Statutes. All maps, surveys, and legal descriptions will be prepared under the direction of a Florida Professional Surveyor and Mapper (PSM) to COUNTY size and format requirements utilizing COUNTY -approved software and will be designed to provide a high degree of uniformity and maximum readability. The CONSULTANT will submit maps, legal descriptions, quality assurance check prints, checklists, electronic media files, and any other documents as required for this project to the COUNTY for review at stages of completion as negotiated. Master CADD File 29.1. Alignment 29.2. Section and 1/4 Section Lines 29.3. Subdivisions / Property Lines 29.4. Existing Right of Way 29.5. Topography 29.6. Parent Tract Properties and Existing Easements 29.7. Proposed Right of Way Requirements The ENGINEER OF RECORD (EOR) will provide the proposed requirements. The PSM is responsible for calculating the final geometry. Notification of Final Right of Way Requirements along with the purpose and duration of all easements will be specified in writing. 29.8. Limits of Construction The limits of construction DGN file as provided by the FOR will be imported or referenced to the master CADD file. Additional labeling will be added as required. The PSM is required to advise the FOR of any noted discrepancies between the limits of construction line and the existing/proposed right-of-way lines, and for adjusting as needed when a resolution is determined. 29.9. Jurisdictional/Agency Lines These lines may include but are not limited to, jurisdictional, wetland, water boundaries, and COUNTY limit lines. Sheet Files 29.10. Control Survey Cover Sheet — N/A 29.11. Control Survey Key Sheet — N/A 29.12. Control Survey Detail Sheet — N/A 29.13. Right of Way Map Cover Sheet — N/A 29.14. Right of Way Map Key Sheet — N/A 29.15. Right of Way Map Detail Sheet — N/A 29.16. Maintenance Map Cover Sheet — N/A 29.17. Maintenance Map Key Sheet — N/A 29.18. Maintenance Map Detail Sheet — N/A 29.19. Reference Point Sheet — N/A This sheet(s) will be included with the Control Survey Map, Right of Way Map, and Maintenance Map. 29.20. Project Control Sheet This sheet depicts the baseline, the benchmarks, the primary and secondary control points, and their reference points including the type of material used for each point, their XYZ coordinates, scale factors, and convergence angles. This sheet(s) may be included with the Control Survey Map, Right of Way Map, and Maintenance Map. 29.21. Table of Ownerships Sheet — N/A Miscellaneous Surveys and Sketches 29.22. Parcel Sketches 29.23. TIITF Sketches — N/A 29.24.Other Specific Purpose Survey(s) — N/A 29.25. Boundary Survey(s) Map 29.26. Right of Way Monumentation Map 29.27. Title Search Map — N/A 29.28. Title Search Report 29.29. Legal Descriptions 29.30. Final Map/Plans Comparison The PSM will perform a comparison of the final right-of-way maps with the available construction plans to review the correctness of the type of parcel to be acquired and the stations/offsets to the required right-of-way. The PSM will coordinate with the FOR to resolve any conflicts or discrepancies and provide documentation of the review. 29.31. Field Reviews 29.32. Technical Meetings 29.33. Quality Assurance/Quality Control 29.34. Supervision 29.35. Coordination 29.36. Supplemental Mapping — N/A 30. TERRESTRIAL MOBILE LiDAR — N/A 31. ARCHITECTURE DEVELOPMENT — N/A 32. NOISE BARRIERS IMPACT DESIGN ASSESSMENT — N/A 33. INTELLIGENT TRANSPORTATION SYSTEMS ANALYSIS — N/A 34. INTELLIGENT TRANSPORTATION SYSTEMS PLANS — N/A 35. GEOTECHNICAL The CONSULTANT shall, for each project, be responsible for a complete geotechnical investigation. All work performed by the CONSULTANT shall be in accordance with FDOT standards. Before beginning each phase of investigation and after the Notice to Proceed is given, the CONSULTANT shall submit an investigation plan for approval and meet with the County's Project Manager or representative to review the project scope and COUNTY requirements. The investigation plan shall include, but not be limited to, the proposed boring locations and depths, and all existing geotechnical information from available sources to generally describe the surface and subsurface conditions of the project site. Additional meetings may be required to plan any additional field efforts, review plans, resolve plans/report comments, resolve responses to comments, and/or any other meetings necessary to facilitate the project. The CONSULTANT shall notify the COUNTY in adequate time to schedule a representative to attend all related meetings and field activities. A subsoil investigation plan shall be submitted to the COUNTY for approval prior to site investigation. Muck and cap rock conditions are typical to Southwest Florida. Not encountering muck and cap rock is outside the norm in Collier COUNTY. The presence of both must be identified and quantified in the soils report for the project. To do this may require additional hand holes in muck and deeper drill holes to penetrate the cap rock and identify the soil layers below than was originally shown in the investigation plan. The Soils Report shall contain a signed statement by the Geotechnical Engineer that they have walked the project site and verified to the best of their ability that information provided in the report is representative of what the surface conditions and vegetation suggest would exist below. Where cap rock is expected to be encountered in the installation of stormwater pipe and other structures, the pay items "Rock Trench Excavation" and "muck removal" (if encountered) shall be provided. All Geotechnical work shall meet the minimum requirements of the FDOT Soils and Foundations Handbook. 35.1. Document Collection and Review CONSULTANT will review printed literature including topographic maps, COUNTY agricultural maps, aerial photography (including historic photos), groundwater resources, geology bulletins, potentiometric maps, pile driving records, historic construction records, and other geotechnical-related resources. Prior to field reconnaissance, CONSULTANT shall review U.S.G.S., S.C.S., and potentiometric maps, and identify areas with problematic soil and groundwater conditions. The CONSULTANT shall be responsible for coordination of all geotechnical-related fieldwork activities. The CONSULTANT shall retain all samples until acceptance of 100% plans. Rock cores shall be retained as directed in writing by the COUNTY Project Manager. The CONSULTANT shall perform specialized field-testing in accordance with the FDOT Soils and Foundation Handbook and as required by project needs which may include but not be limited to: ■ Roadway auger borings every 100 feet to a depth of 6 feet. ■ LBR sampling and testing at 3 per mile. ■ Pavement core sampling and testing at 1 sample per 1,000 feet. ■ Corrosion series testing at sample per abundant stratum per 1,000 feet ■ Buried storm sewer system SPT borings to a depth of 20 feet every 500 feet ■ SPT borings on all corners of intersection for all new signals and/or mast arm to a depth of 25 feet. ■ Two corrosion series tests at each intersection location ■ Two SPT borings to a depth of 25 feet at each wet detention pond location ■ Two borehole permeability tests at each wet detention pond location ■ Piezometer installations at 1 per pond for Seasonal High Groundwater Level (SHGWL) determinations ■ Exfiltration test per 500 feet of exfiltration trench If required by the COUNTY Project Manager, a preliminary roadway exploration shall be performed before the 30% plans submittal. The preliminary roadway exploration will be performed, and results provided to the Engineer of Record to assist in setting roadway grades and locating potential problem areas. The preliminary roadway exploration shall be performed as directed in writing by the COUNTY Project Manager. CONSULTANT shall perform specialized field testing as required by project needs and as directed in writing by the COUNTY Project Manager. All laboratory testing and classification will be performed in accordance with applicable COUNTY standards, ASTM Standards, or AASHTO Standards unless otherwise specified in the Contract Documents. 35.2. Develop Detailed Boring Location Plan Develop a detailed boring location plan. Meet with COUNTY Geotechnical Project Manager for boring plan approval. If the drilling program expects to encounter artesian conditions, the CONSULTANT shall submit a methodology(s) for plugging the borehole to the COUNTY for approval prior to commencing with the boring program. 35.3. Stake Borings/Utility Clearance Stake borings and obtain utility clearance. 35.4. Muck Probing Probe standing water and surficial muck in a detailed pattern sufficient for determining removal limits to be shown in the Plans. 35.5. Coordinate and Develop TTCP for Field Investigation Coordinate and develop Temporary Traffic Control Plan (TTCP). All work zone traffic control will be performed in accordance with the COUNTY's Standard Plans Index 102 series. 35.6. Drilling Access Permits Obtain all State, COUNTY, and Water Management District permits for performing geotechnical borings, as needed. 35.7. Property Clearances Notify property tenants in person of drilling and field activities, if applicable. Written notification to property owners/tenants is the responsibility of the CONSULTANT. The CONSULTANT shall be responsible for assembling a list of all property owners where access is required for conducting geotechnical investigations. A standardized letter shall be prepared by the CONSULTANT for review and approval by the COUNTY prior to notifying affected property owners. 35.8. Groundwater Monitoring Monitor groundwater, using piezometers. 35.9. LBR / Resilient Modulus Sampling Collect appropriate samples for Limerock Bearing Ratio (LBR) testing. Deliver Resilient Modulus samples to a location as directed by the COUNTY. 35.10. Coordination of Fieldwork Coordinate all fieldwork required to provide geotechnical data for the project. 35.11. Soil and Rock Classification - Roadway Refine soil profiles recorded in the field, based on results of laboratory testing. 35.12. Design LBR Determine design LBR values from the 90% and mean methods when LBR testing is required by the COUNTY. 35.13. Laboratory Data Tabulate laboratory test results for inclusion in the geotechnical report, the report of tests sheet (Roadway Soil Survey Sheet), and for any necessary calculations and analyses. 35.14. Seasonal High -Water Table Review the encountered groundwater levels and estimate seasonal high groundwater levels. Estimate seasonal low groundwater levels, if requested. 35.15. Parameters for Water Retention Areas Calculate parameters for water retention areas, exfiltration trenches, and/or swales. 35.16. Delineate Limits of Unsuitable Material Delineate limits of unsuitable material(s) in both horizontal and vertical directions. Assist the Engineer of Record with detailing these limits on the cross -sections. If requested, prepare a plan view of the limits of unsuitable material. 35.17. Electronic Files for Cross -Sections Create electronic files of boring data for cross -sections. 35.18. Embankment Settlement and Stability Estimate the total magnitude and time rate of embankment settlements. Calculate the factor of safety against slope stability failure. 35.19. Monitor Existing Structures Coordinate with FOR and structural engineer (when applicable) to identify and develop mitigation strategies for sensitive structures and facilities which require special considerations for settlement, vibration, and/or groundwater monitoring by the contractor during construction. When there is risk of damage to the structure or facility, provide recommendations in the geotechnical report addressing project -specific needs and coordinate those locations with the EOR. See PPM Volume I Chapter 34 and Chapter 9 of the Soils and Foundations Handbook. 35.20. Stormwater Volume Recovery and/or Background Seepage Analysis Perform stormwater volume recovery analysis as directed by the COUNTY. 35.21. Geotechnical Recommendations Provide geotechnical recommendations regarding the proposed roadway construction project including the following: description of the site/alignment, design recommendations, and discussion of any special considerations (i.e., removal of unsuitable material, consolidation of weak soils, estimated settlement time/amount, groundwater control, high groundwater conditions relative to pavement base, etc.) Evaluate and recommend types of geosynthetics and properties for various applications, as required. 35.22. Pavement Condition Survey and Pavement Evaluation Report If a pavement evaluation is performed, submit the report in accordance with Section 3.2 of the Materials Manual: Flexible Pavement Coring and Evaluation. Enter all core information into the Pavement Coring and Reporting (PCR) system. 35.23. Preliminary Roadway Report If a preliminary roadway investigation is performed, submit a preliminary roadway report before the Phase I plans submittal. The purpose of the preliminary roadway report will be to assist in setting road grades and locating potential problems. Copies of U.S.G.S. and S.C.S. maps with project limits shown. A report of tests sheet that summarizes the laboratory test results, the soil stratification (i.e., soils grouped into layers of similar materials), and construction recommendations relative to Standard Plans Indices 120-001 and 120-002. The results of all tasks discussed in all previous sections regarding data interpretation and analysis. An appendix that contains stratified soil boring profiles, laboratory test data sheets, sample embankment settlement and stability calculations, design LBR calculation/graphs, and other pertinent calculations. The CONSULTANT will respond in writing to any changes and/or comments from the COUNTY and submit any responses and revised reports. 35.24. Final Report The Final Roadway Report shall include the following: Copies of U.S.G.S. and S.C.S. maps with project limits shown. A report of tests sheet that summarizes the laboratory test results, the soil stratification (i.e., soils grouped into layers of similar materials), and construction recommendations relative to Standard Plans Indices 120-001 and 120-002. The results of all tasks discussed in all previous sections regarding data interpretation and analysis. An appendix that contains stratified soil boring profiles, laboratory test data sheets, sample embankment settlement and stability calculations, design LBR calculation/graphs, and other pertinent calculations. The CONSULTANT will respond in writing to any changes and/or comments from the COUNTY and submit any responses and revised reports. 35.25. Auger Boring Drafting Draft auger borings as directed by the COUNTY. 35.26. SPT Boring Drafting Draft SPT borings as directed by the COUNTY. The CONSULTANT shall be responsible for coordination of all geotechnical-related fieldwork activities. The CONSULTANT shall retain all samples until acceptance of 100% plans. Rock cores shall be retained as directed in writing by the COUNTY Project Manager. CONSULTANT shall perform specialized field-testing as required by needs of project and as directed in writing by the COUNTY Project Manager. All laboratory testing and classification will be performed in accordance with applicable FDOT standards, ASTM Standards, or AASHTO Standards unless otherwise specified in the Contract Documents. The staff hour tasks for high embankment fills and structural foundations for bridges, box culverts, walls, high -mast lighting, overhead signs, mast arm signals, strain poles, buildings, and other structures include the following: 35.27. Develop Detailed Boring Location Plan Develop a detailed boring location plan. Meet with COUNTY Geotechnical Project Manager for boring plan approval. If the drilling program expects to encounter artesian conditions, the CONSULTANT shall submit a methodology(s) for plugging the borehole to the COUNTY for approval prior to commencing with the boring program. 35.28. Stake Borings/Utility Clearance Stake borings and obtain utility clearance. 35.29. Coordinate and Develop TTCP for Field Investigation Coordinate and develop TTCP plan. All work zone traffic control will be performed in accordance with the COUNTY's Standard Plans Index 102 series. 35.30. Drilling Access Permits Obtain all State, COUNTY, City, and Water Management District permits for performing geotechnical borings, as needed. 35.31. Property Clearances Notify property tenants in person of drilling and field activities, if applicable. Written notification to property owners/tenants is the responsibility of the County's Project Manager. 35.32. Collection of Corrosion Samples Collect corrosion samples for determination of environmental classifications. 35.33. Coordination of Fieldwork Coordinate all fieldwork required to provide geotechnical data for the project. 35.34. Soil and Rock Classification - Structures Soil profiles recorded in the field should be refined based on the results of laboratory testing. 35.35. Tabulation of Laboratory Data Laboratory test results should be tabulated for inclusion in the geotechnical report and for the necessary calculations and analyses. 35.36. Estimate Design Groundwater Level for Structures Review encountered groundwater levels, estimate seasonal high groundwater levels, and evaluate groundwater levels for structure design. 35.37. Selection of Foundation Alternatives (BRIDGE TYPE STUDY) Evaluation and selection of foundation alternative, including the following: GRS-IBS Spread footings Prestressed concrete piling - various sizes Drilled shafts Foundation analyses shall be performed using approved COUNTY methods. Assist in selection of the most economical, feasible foundation alternative. 35.38. Detailed Analysis of Selected Foundation Alternate(s) — N/A 35.39. Bridge Construction and Testing Recommendations Provide construction and testing recommendations including potential constructability problems. 35.40. Lateral Load Analysis (Optional) Perform lateral load analyses as directed by the COUNTY. 35.41. Walls Provide the design soil profile(s), which include the soil model/type of each layer and all soil engineering properties required by the Engineer of Record for conventional wall analyses and recommendations. Review wall design for geotechnical compatibility and constructability. Evaluate the external stability of conventional retaining walls and retained earth wall systems. For retained earth wall systems, calculate and provide minimum soil reinforcement lengths versus wall heights, and soil parameters assumed in analysis. Estimate differential and total (long-term and short-term) settlements. Provide wall construction recommendations. 35.42. Sheet Pile Wall Analysis (Optional) — N/A Analyze sheet pile walls as directed by the COUNTY. 35.43. Design Soil Parameters for Signs, Signals, and Geotechnical Recommendations Provide the design soil profile(s) that include the soil model/type of each layer and all soil properties required by the Engineer of Record for foundation design. Review design for geotechnical compatibility and constructability. 35.44. Box Culvert Analysis — N/A • Provide the design soil profile(s) that include the soil model/type of each layer and all soil properties required by the Engineer of Record for foundation design. Review design for geotechnical compatibility and constructability. • Provide lateral earth pressure coefficients. • Provide box culvert construction and design recommendations. • Estimate differential and total (long-term and short-term) settlements. • Evaluate wingwall stability. 35.45. Preliminary Report — BRIDGE TYPE STUDY The preliminary structures report shall contain the following discussions as appropriate for the assigned project: • Copies of U.S.G.S. and S.C.S. maps with project limits shown. • Summary of structure background data, S.C.S., U.S.G.S., geologic and potentiometric data. • The results of all tasks discussed in all previous sections regarding data interpretation and analysis). • Recommendations for foundation installation, or other site preparation soils -related construction considerations with plan sheets as necessary. • Any special provisions required for construction that are not addressed in the COUNTY's Standard specification. • An Appendix which includes SPT and CPT boring/sounding profiles, data from any specialized field tests, engineering analysis, notes/sample calculations, sheets showing ultimate bearing capacity curves versus elevation for piles and drilled shafts, a complete FHWA checklist, pile driving records (if available), and any other pertinent information. 35.46. Final Report — Bridge and Associated Walls The final structures report shall include the following: • Copies of U.S.G.S. and S.C.S. maps with project limits shown. • Summary of structure background data, S.C.S., U.S.G.S., geologic and potentiometric data. • The results of all tasks discussed in all previous sections regarding data interpretation and analysis. • Recommendations for foundation installation, or other site preparation soils -related construction considerations with plan sheets as necessary. • Any special provisions required for construction that are not addressed in the COUNTY's Standard specification. • An Appendix which includes SPT and CPT boring/sounding profiles, data from any specialized field tests, engineering analysis, notes/sample calculations, sheets showing ultimate bearing capacity curves versus elevation for piles and drilled shafts, a complete FHWA checklist, pile driving records (if available), and any other pertinent information. 35.47. Final Reports — Signs, Signals, Box Culvert, Walls, and High Mast Lights The final reports shall include the following: • Copies of U.S.G.S. and S.C.S. maps with project limits shown. • Summary of structure background data, S.C.S., U.S.G.S., geologic and potentiometric data. • The results of all tasks discussed in all previous sections regarding data interpretation and analysis). • Recommendations for foundation installation, or other site preparation soils -related construction considerations with plan sheets as necessary. • Any special provisions required for construction that are not addressed in the COUNTY's Standard specification. • An Appendix which includes SPT and CPT boring/sounding profiles, data from any specialized field tests, engineering analysis, notes/sample calculations, sheets showing ultimate bearing capacity curves versus elevation for piles and drilled shafts, a complete FHWA checklist, pile driving records (if available), and any other pertinent information. • Final reports will incorporate comments from the COUNTY and contain any additional field or laboratory test results, recommended foundation alternatives along with design parameters and special provisions for the contract plans. These reports will be submitted to the COUNTY Project Manager for review prior to project completion. After review by the COUNTY, the reports will be submitted to the COUNTY Project Manager in final form and will include the following: • All original plan sheets (I V x 17") • One set of all plan and specification documents, in electronic format, according to COUNTY requirements • Two sets of record prints • Six sets of any special provisions • All reference and support documentation used in preparation of contract plans package Additional final reports (up to four), aside from stated above, may be needed and requested for the County's Project Manager and other disciplines. The final reports, special provisions, as well as record prints, will be signed and sealed by a Professional Engineer licensed in the State of Florida. Draft the detailed boring/sounding standard sheet, including environmental classification, results of laboratory testing, and specialized construction requirements, for inclusion in final plans. 35.48. SPT Boring Drafting Prepare a complete set of drawings to include all SPT borings, auger borings, and other pertinent soils information in the plans. Include these drawings in the Final Geotechnical Report. Draft borings, location map, S.C.S. map, and U.S.D.A. map as directed by the COUNTY. Soil symbols must be consistent with those presented in the latest Florida COUNTY of Transportation Soils and Foundations Handbook. 35.49.Other Geotechnical Other geotechnical effort specifically required for the project as determined by the COUNTY and included in the geotechnical upset limit. 35.50. Technical Special Provisions and Modified Special Provisions 35.51. Field Reviews Identify and note surface soil and rock conditions, surface water conditions and locations, and preliminary utility conflicts. Observe and note nearby structures and foundation types. 35.52. Technical Meetings 35.53. Quality Assurance/Quality Control 35.54. Supervision 35.55. Coordination 36. 3D MODELING — N/A 37. PROJECT REQUIREMENTS 37.1. Liaison Office The COUNTY and the CONSULTANT will designate a Liaison Office and a Project Manager who shall be the representative of their respective organizations for the Project. While it is expected the CONSULTANT shall seek and receive advice from various state, regional, and local agencies, the final direction on all matters of this project remain with the COUNTY Project Manager. 37.2. Key Personnel The CONSULTANT's work shall be performed and directed by the key personnel identified in the proposal presentations by the CONSULTANT. Any changes in the indicated personnel shall be subject to review and approval by COUNTY. 37.3. Progress Reporting The CONSULTANT shall meet with the COUNTY as required and shall provide a written monthly progress report with approved schedule, schedule status, and payout curve or by using the earned value method that describe the work performed on each task. The report will include assessing project risk through monthly documentation of identifying and updating the risk category and approach for monitoring those tasks. Invoices shall be submitted after the COUNTY approves the monthly progress report and the payout curve or with earned value analysis. The Project Manager will make judgment on whether work of sufficient quality and quantity has been accomplished by comparing the reported percent complete against actual work accomplished. 37.4. Correspondence Copies of all written correspondence between the CONSULTANT and any party pertaining specifically to this contract shall be provided to the COUNTY for their records within one (1) week of the receipt or mailing of said correspondence. 37.5. Professional Endorsement The CONSULTANT shall have a Licensed Professional Engineer in the State of Florida sign and seal all reports, documents, Technical Special Provisions and Modified Special Provisions, and plans as required by FDOT and COUNTY standards. 37.6. Computer Automation The project will be developed utilizing Computer Aided Drafting and Design (CADD) systems. It is the responsibility of the CONSULTANT to meet the requirements in the FDOT CADD Manual. The CONSULTANT shall submit final documents and files as described therein. The CONSULTANT shall submit all required plan submittals (60%, 90% & 100%) in CADD format. 37.7. Coordination with Other Consultants The CONSULTANT is to coordinate his work with any and all adjacent and integral CONSULTANTS so as to effect complete and homogenous plans and specifications for the project(s) described herein. 37.8.Optional Services At the COUNTY's option, the CONSULTANT may be requested to provide optional services. The fee for these services shall be negotiated in accordance with the terms detailed in the resultant agreement, for a fair, competitive, and reasonable cost, considering the scope and complexity of the project(s). Additional services may be authorized by Change Order or supplemental amendment in accordance with the County's Procurement Policy. The additional services may include other Services as required. RESPONSE FORMAT AND SCORING CRITERIA FOR DEVELOPMENT OF SHORTLIST: Proposals must be assembled, at minimum, in the order of the Evaluation Criteria listed or your proposal may be deemed non -responsive Evaluation Criteria Maximum Points 1. Ability of Professional Personnel 20 Points 2. Certified Minority Business Enterprise 5 Points 3. Past Performance 25 Points 4. Project Approach, Willingness to Meet Time and Budget Requirements 20 Points 5. Location 10 Points 6. Recent, Current, and Projected Workloads of the Firm 20 Points TOTAL POSSIBLE POINTS 100 Points For complete explanation of each evaluation criteria, please see the file titled "RPS Instructions" included with this advertisement. VENDOR CHECKLIST ***Vendor should check off each of the following items as the necessary action is completed (please see, Vendor Check List)**** i� a PREPARED FOR: e,!' Collier County .� s PREPARED BY: Kimley)) Horn Expect More. Experience Better. !- a momaiee jKoact to arglades Boulevard � ' a , '� i� wv A 4 ;4 1 ' 1 01It February 23, 2023 Submittal Via BidSync Collier County Procurement Services Division 3295 Tamiami Trail East, Bldg. C-2 Naples, FL 34112 Dear Members of the Selection Committee: The Kimley-Horn team has been enthusiastically anticipating the release of this RPS for Design Services for 47th Avenue NE - Immokalee Road to Everglades Boulevard to help you continue to improve our community and implement your vision. I will manage a local team of highly skilled professionals who have a working history with Collier County and knowledge of the project area and surrounding roadway network. As your project manager, I will lead our team with a thorough understanding of Collier County's goals for this project, as well as the distinct challenges associated with it. Understanding of Collier County Design Challenges. Our team understands that improvements along 47th Avenue NE are critical —not only to facilitate the movement of local and regional traffic in eastern Collier County, but also to reduce emergency service response times and improve evacuation routes for Estates residents. Mobility in eastern Collier County is constrained by conservation lands in the northeastern and southeastern parts of the County, as well as the County's canal system. The improvements along 47th Avenue NE will provide additional capacity, circulation, and connectivity in the area. It will also assist with addressing safety issues by improving overall traffic operations. The key drivers of this project are to improve connectivity, mobility, emergency response time, service efficiency and increased evacuation options, prepare for additional development, improve safety and access to essential services. Project challenges include the proposed typical section design approach, i.e., to keep the proposed profile as close to the existing profile as possible, supplemented by a stormwater management approach based on keeping the construction cost low, and bridge construction over Golden Gate Main Canal. Tailored, Innovative, and Implementable Solutions Kimley-Horn's solutions revolve around providing constructible design solutions while keeping the construction cost low. Kimley-Horn understands that exceptional bridge and roadway corridor design requires careful planning to ensure design solutions are balanced with utility and residential concerns in a contextually sensitive manner. We are currently working on 16th Street NE project as a sub -consultant to another firm. We will utilize our experience and lessons learned on that project to ensure a successful, on -budget, and on -schedule project delivery. We recognize this project will require flexibility, experience, creativity, and innovation. The County needs a visionary team with proven experience and a collaborative approach that encompasses documentation, sound engineering, and imaginative design. A thorough review of applicable design criteria, PD&E documents, East of 951 Horizon Study for Bridges, and input received from stakeholders has allowed us to recommend enhancements to the PD&E concepts for innovative and cost-effective design solutions. These will be discussed with the County at the inception of design and based on the County's preferences, we will proceed accordingly. Experienced Leadership Team. My primary role is to ensure effective communication between your staff and my team as your single point of contact. We will be responsive and readily available, aggressively examining ways to reduce costs as we work with you to define specific needs and implement sound engineering solutions. Through our extensive experience implementing infrastructure projects, we have developed a robust understanding of how to efficiently integrate bridge, roadway, bicycle, pedestrian, drainage, traffic, and intersection improvement projects in Southwest Florida. We offer proven mobility and safety Kimley»)Horn 2 benefits as demonstrated in the similar projects list. In addition, we understand the variety of land uses and transitional needs required to improve the connectivity for the growth expected in eastern Collier County. We look forward to offering the County seamless project leadership support to actively identify and solve critical issues, find reliable and innovative solutions, ensure responsiveness, and develop cost-effective designs. Outstanding Local Resources and Expertise. Kimley-Horn's Fort Myers office at 1412 Jackson Street, Suite 2 maintains a robust group of core services consisting of roadway, stormwater, utility, civil site design, and planning services. Our Fort Myers office will be the responsible location for design and production of this project, providing a strong local presence and local staff. From this location, we will work diligently, encouraging open communication to keep you informed about project activity and primary schedule achievements. We are committed to working as your partner, offering you the most effective level of communication to relay project issues, progress, and results that best serve your and the community's needs. We will work with the County to establish the schedule, scope of work, and serve in proximity as the direct contact with the County for the duration of the assignment. Should the need arise, we have staff redundancy from our Sarasota and Miami offices to provide support, along with experts throughout the state who are available for technical support to ensure timely completion and fulfillment of project goals. Relevant Bridge Design Experience. One of the mainstays of Kimley-Horn's professional practice has been bridge design and inspection. Collectively, our engineers have been responsible for the design of 700 bridges and inspection of more than 4,000 bridges, many of which have also included regulatory permitting, drainage, maintenance of traffic (MOT), utility coordination/adjustments. Our bridge design personnel have outstanding technical capabilities in roadway geometric design, hydrology and hydraulic design, scour analysis, FEMA coordination, and traffic control details. This comprehensive understanding and experience in all aspects of roadway and bridge design is the reason that our bridge design team is the team of choice for various public agencies. Kimley-Horn has long-standing relationships, with our specialty subconsultants, that span over a decade. McKim & Creed, Inc. will provide survey, right-of-way, and subsurface utility engineering, Archaeological Consultants, Inc. (ACI) will provide services for cultural resources assessment survey, and Tierra, Inc. (MBE) will provide geotechnical and contamination services. Dedicated and Available Project Team. Kimley-Horn has an unwavering commitment to quality, an excellent track record delivering quality projects, and an understanding that committing to a project schedule requires a dedicated and available consultant team. Consequently, I have purposely chosen the staff reflected in this proposal not only for their technical expertise to address the specific project issues, but also for their availability to accommodate the proposed project schedule. Fully Committed to Collier County and the Local Community. The Kimley-Horn team has successfully collaborated with County staff, related agencies, and the local public on previous projects including roadway and signal design, land use, transportation/mobility, utility, stormwater analysis, and park design projects for Collier County. Our entire team has proven experience with Collier County and understands your needs, as well as the expectations of your staff and community. Through our work within the County, Kimley-Horn has assisted with community development by providing planning, design, and permitting services in support of the County's vision for growth. As your project manager, you have my personal commitment that our team will work hard to surpass your expectations and goals for this important project for Collier County. Sincerely, Kimley-Horn and Associates, Inc. Faisal Awan, P.E. Project Manager 305.535.7779 Gary Nadeau, P.E. Senior Vice President 941.379.7654 Kimley»)Horn 3 DESIGN SERVICES FOR 47T" AVENUE NE - Immokalee Road to Everglades Boulevard RPS NO. 23-8o85 Table of Contents Section Tab Ability of Professional Personnel.......................................................1 Certified Minority Business Enterprise..............................................2 Past Performance...............................................................................3 • Form 5 - Reference Questionnaires Project Approach, Willingness to Meet Time and Budget Requirements..................................................................................... 4 • Bid Schedule Location.............................................................................................. 5 Recent, Current, and Projected Workloads of the Firm ...................6 Required Forms and Documentation ................................................ 7 • Vendor Check List • Form 1 - Vendor Declaration Statement • Form 2 - Conflict of Interest Certification • Corporate Certificate and Sunbiz Report • Form 3 - Immigration Affidavit Certification • E-Verify Forms and E-Verify Company Profile • Form 4 - Certification for Claiming Status as Local Business • Business Tax Receipt • Vendor W-9 Form • Insurance Certificate • Firm and Individual Licenses • Signed Addenda DESIGN SERVICES FOR 47T" AVENUE NE - Immokalee Road to Everglades Boulevard RPS NO. 23-8o85 Tab 1: Ability of Professional Personnel • A Hands-on Project Manager who is passionate about service to his clients, has experience with similar projects and permitting agencies, and is tasked daily with finding solutions to repair, replace, and expand aging transportation infrastructure. • Bridge Design Experience. A well-earned reputation of providing economical and constructible bridge design solutions for a wide variety of projects. We approach every bridge project with economy of construction dollars at the forefront. Collectively, our engineers have been responsible for the design or inspection of over 4,000 bridges. • Extensive Roadway Project Experience. A multidisciplinary firm with strength, depth, and resources that only a national firm can provide, coupled with a local team that has a thorough understanding of the County's project requirements, issues, and goals readily available to supplement the County's staff and offer reliable support. A team with a proven track record of delivering roadway improvement projects on time and under budget. • Extension of County's Staff. A consultant team who understands that they represent Collier County and must always keep your best interests in mind. • A Committed Consultant Team with the passion, desire, experience, and creativity to develop innovative, time and cost -saving ideas to meet your needs for this contract. • Local Office. We have a local office in Fort Myers with a full support team of professionals —you can continue to trust us as an available and long- term partner. 0 0 N z U) a a 1�1 as _N O m N N 73 Sr w O as O a O x O ?-1 w z w 7 z U U) w 0 0 v > - 3 v t: a v co a>z" v a U x bo ro co ate) 11, 150 a cscw W U a v - It a) IV cz - U N N C N N 7 It 0- cuV C > � o ;j di A - U 44 a a _ � A d 0 C bD a cd m da cz N pp da N N � •� ba d U 0 bn N A x v)CO a � U > _ N O U) a a _ N N c - t4 a w - c 0 m > i) a U N a O Ui "O ca a) a) i c N 3 3 (D 0 N O 0 E N 7 U (a a N E O w "6 3 W C '+' cz N O tE c a) w 0 0 N Q r- L (D O w a C M j-0 C U y L yL) N N a Oj L C 'N a) O U C a5 U O 3 .N. - vuO-+! N a 07 N O_ Q O E O b u co - U N N O N O L C O- ca N O (apt EE c00 S�+ Eli6 fl-ma)0 c L.. N 3 E C Nin N N d O y_ a) X a)2 N al D a) O N a) N U > E Y V ca U Y N 0) N' N .3 O a1 a3 C' T u ice+ o ' N C,ocz -Ca)vc'� 30 m C7 ��� C'. a> o=tea N m w O) OC ly N �, N 7 sN y 3 .L, Q (a N a) N Cl- > � x L a) aco. C o S; Q c O i o °) c � E y 0) a)c6 O c Z U N c N CU a3 y Y t L r U O G — L i i Q_� N ?� N .... C O_ OIz O O W t 7 C a)a) r yj 3 E w 3 O£ y m a)U = bA b E E 0) N U E OQ c XC3 a)O O E O N a y � mom 3 U P. ca >ro(u�000Ui Nw N EL 15 15°c-0A? m 14 a _ bA o5 0Eo00-(nUON aa0 a)0 °O (Uo Cca 0 o °�°O L io � �wacii°U m co a) a) m C 0 N 7 a) Q a) CI- a U) F F E U� o° in F co U _� is I I I = Key Personnel Faisal Awan, P.E. - Project Manager; Highway Design; Utilities/Utility Coordination; Public Involvement At the core of our proposed staff is our project manager, Faisal, who has 21 years of experience managing and designing municipal arterials high-speed limited access facilities throughout Florida and southwest Florida. Faisal has collaborated with Collier County staff, related agencies, and the local public on previous projects, most recently assisting the County with management and engineering support services for the Pine Ridge Road Corridor Improvements project. He possesses a comprehensive understanding of the existing deficiencies and the needs for the Collier County roadway network. Faisal has extensive experience in public outreach and interagency coordination. He has led the design of roadway projects throughout Florida and has served as lead design engineer for roadway projects for FDOT Districts One, Six, Four, Florida's Turnpike Enterprise, and several municipalities. He has also provided construction phase services for arterials and high-speed limited access facilities. Faisal is aware of the effort required to successfully complete this type of contract including coordination with the County, Kimley-Horn staff, subconsultants, utility companies, permitting agencies, stakeholders, and other design disciplines. As design project manager, Faisal will be our single point of contact on both technical and management tasks and will be responsible for: plans production, interdisciplinary coordination, making the required engineering judgments, review of plans, communication with the County's staff, coordination of schedules, and coordinating the various activities and disciplines performed on this project. Faisal will work directly with our key design staff to maintain control of the project by monitoring the schedule and technical issues and by effective communication/coordination. This approach has proven successful on previous similar projects for other local agencies. Rick Arico, P.E. - Deputy Project Manager; Public Involvement Serving as deputy project manager is Rick, whose expertise includes coordinating multidisciplinary projects typical to the public works sector. He lives in North Naples, approximately thirty minutes from the project and ten minutes from the County offices, and he truly understands the existing deficiencies and the needs for the North Collier County roadway network. He has 34 years of extensive experience in roadway design and project management. He has performed work with design and plan production efforts for rural and urban highway resurfacing and reconstruction projects. He has worked primarily on local agency projects and has a keen understanding of "off system" design criteria and the economic constraints facing most local governments. From 2010 through 2019, Rick served as in-house project manager for all FDOT District One projects requiring Joint Participation Agreement (JPA) and locally -funded agreements, including Local Agency Program (LAP), Economic Development Transportation Fund (EDTF), County Incentive Grant Program (CIGP), and Transportation Regional Incentive Program (TRIP) funding, on behalf of FDOT District One's Southwest Area Office in Fort Myers. He managed more than 110 projects, from initial programming and agreement/grant scope preparation and design, through construction and project/agreement closeout. His recent design management experience includes projects in Collier, Lee, Charlotte, Hendry, DeSoto, Glades, Pasco, Hernando, Polk, Hillsborough, and Pinellas Counties. Specifically, project manager for the City of Naples, South Golf Boulevard Corridor Improvements, project manager for Lee County's Ortiz Avenue widening project, and the lead roadway engineer and utility coordinator on the Big Carlos Pass Bridge Replacement PD&E and Design for Lee County. Given his relevant and local design management experience, Rick is a highly effective deputy project manager and task manager. Gary Nadeau, P.E. - Principal -in -Charge Gary has 33 years of experience managing improvement projects for the Florida Department of Transportation, cities, and counties throughout the state. Over the course of his career, he has designed and managed many bridge replacement projects and understands the intricacies of successfully delivering a bridge replacement project which addresses all the critical elements, including maintenance of traffic, drainage, environmental, and structural configuration. Gary has designed more than 300 miles of infrastructure improvement projects and brings a hands-on project management and design approach to every project assignment. He has prepared all aspects of roadway Kimley»)Horn 7 improvement projects, including pavement designs, geometric designs, plans production, maintenance of traffic plans, signing and marking, utility coordination, right-of-way determination and coordination, and public involvement. He specializes in resurfacing and rehabilitation projects and has a strong expertise in pavement rehabilitation strategies and design approaches. Bob Joel, P.E. - Quality Assurance/Quality Control (Roadway) Bob has more than 41 years of design and project management experience that consists of projects ranging from Districtwide Minor Designs to Interstate Interchange Design. He has been the project manager and engineer of record on projects in FDOT Districts One, Two, Five, and Seven with construction costs that ranged from $300,000 to $170 million. His technical engineering experience is in roadway design, complex interchange design, temporary traffic control, drainage design, right-of-way acquisition, estimating and preparation of PD&E, and preliminary and final design plans. Bob is certified in Traffic Control and is current in Specification and LRE Training for FDOT. He is very knowledgeable in FDOT Design Standards and stays current with design changes along with that of other states and local governments. Deborah Knighton, P.E. - Quality Assurance/Quality Control (Drainage) Deborah has 26 years of experience as a civil engineer specializing in drainage and stormwater management, primarily with consulting firms working on FDOT and municipal roadway projects. Past responsibilities include serving as Drainage Group Manager and Stormwater Technical Director, project management, supervision and mentoring of drainage staff, quality control/ assurance reviews, peer reviews, plans development, drainage and flood studies, FDOT Drainage Connection Permit reviews, the production of drainage design guidelines, stormwater permitting, scope development, staff hour estimates, project schedules, and marketing. Ramon Breton, P.E. - Independent Peer Review/Constructability Review Value Engineering it(As Needed) Ramon has 30 years of roadway design experience, including transportation, roadway design, drainage design, plan preparation, traffic control plans, lighting, and signalization. Ramon has been directly involved with the construction phase services associated with multiple transportation projects ranging from minor repaving assignments to large interstate reconstruction projects. Ramon has served as a point of contact to assist with shop drawing reviews, responses to request for information (RFI), periodic construction meetings, assisting the CEI and contractor to address changed field conditions, and developing fast and innovative solutions to these conditions. Ramon also has extensive experience with Design -Build projects where he has worked very closely with the contractor from the very early stages of the design process through the completion of the construction activities. 49 Joseph Roberts, P.E. - Structures and Miscellaneous Structures Joseph has over 12 years of experience in structural engineering with a focus on the design and analysis of superstructures and substructures of a wide range of bridge types. Superstructure design experience includes post -tensioned concrete U-beams, variable haunch prestressed concrete beams, steel plate girders, Florida -I beams, AASHTO beams, and cast -in -place flat slabs. Substructure design experience includes post -tensioned inverted-T straddle bent piers, conventional reinforced concrete piers, pile bents, and piers subject to ship impact. Other specialties include the design of mast arms, cantilever signs, drilled shafts, box culverts, sheet pile and MSE wall design, bridge load ratings, and shop drawing reviews. Joshua Davis, P.E. - Structures and Miscellaneous Structures Joshua has over 19 years of experience in the design of bridges and miscellaneous traffic ` structures for transportation clients throughout Florida. His superstructure design experience includes cast -in -place continuous flat slabs, prestressed concrete girders, steel plate girders, and prestressed concrete slab units with transverse post tensioning. Josh's substructure design experience includes bent caps and piers founded on prestressed concrete piling, steel H-piling, and drilled shafts. His software proficiencies include FB-Pier, FDOT Mast Arm, FDOT Overhead and Cantilever, MicroStation, GEOPAK, RC Pier, SAP 2000, Sign Structure, and STAAD. Kimley»>Horn 8 Victor Gallo, P.E. - Drainage Victor has more than 23 years of experience in stormwater design. He has designed many roadway storm sewer systems and numerous stormwater management facilities for rural, urban, and interstate projects across Florida. Victor has completed various cross -drain culvert designs for small waterways, including channel modeling and bridge scour analysis. He has also coordinated extensively with various Florida water management districts and environmental regulatory agencies to obtain construction permits. Cris Schooley, P.E., AICP - PD&E Reevaluation Cris has over 13 years of experience as a professional engineer and planner bringing the knowledge of transportation planning, a vision, and engineering consulting for several completed projects with FDOT. Cris's experience includes transportation planning, project development, multimodal design, and complete streets including Project Development and Environment (PD&E) studies. He has specialized training in the FDOT PD&E Manual, Advanced Work Zone Traffic Control, and FDOT specifications. Sarah Johnson, C.E. - Environmental/Permitting Sarah has 21 years of extensive experience in managing and conducting public and private It sector projects, biological assessments, GIS, photointerpretation, and related studies. She has experience with NEPA documentation, Wetland Evaluation Reports, and Endangered Species Biological Assessments, and environmental assessments. Sarah has managed projects with entities such as private development, SWFWMD, SFWMD, HCEPC, FTE, FDOT Districts One, Seven, and Five, as well as Lee, Collier, Hillsborough, Pinellas, Sarasota, and Nassau Counties. Sarah is knowledgeable of the PD&E guidelines used for development of transportation projects by FDOT and the NEPA process. Additionally, Sarah has direct experience conducting protected species surveys for the Florida panther, crested caracara and nests, Florida scrub -jay, Big Cypress and Sherman fox squirrel, gopher tortoise, red - cockaded woodpecker, wood stork, West Indian manatee, Florida mouse, Florida sandhill crane nests, protected wetland dependent birds, and burrowing owls. Sarah also has extensive knowledge on the mitigation requirements for each of these protected species. Mo Ansari, P.E. - Signal ization/Signing and Pavement Marking/Lighting Mo has more than 15 years of roadway CADD design experience and nine years of engineering design and plans preparation experience. He brings extensive FDOT experience across several districts to our project team and has recently served local municipal clients, notably the City of Ocala and the Villages, as well as Marion County, Sumter County, and Alachua County. He is proficient in Microstation, GEOPAK, and AutoCAD and his project experience includes CR 484 Widening for Marion County, C-478 Resurfacing for Sumter County, as well as Metrorail M-Path Trail Improvements, Venetian Causeway Improvements, Miami River Greenway, and Okeechobee Road for Miami -Dade County and FDOT. Jordan Leep, P.E., PMP - Maintenance of Traffic Jordan is a project manager and project engineer with more than 15 years of experience with roadway, drainage, utilities, lighting, signals, and signing and marking projects. He is a regional expert in lighting design and has served as engineer of record and completed lighting designs in every FDOT district, as well as completing designs in dozens of counties and cities. Jordan is also certified in advanced maintenance of traffic and specifications preparation. Other services he has provided include roadway design, signing and marking, maintenance of traffic, drainage design and plans production, utilities coordination, pavement design, intersection improvements, signalization, ADA enhancements, roundabout design, traffic control, engineer's estimates, project scheduling, and CEI services during construction. Lisa Stone, P.E. - Public Involvement Lisa has 26 years of experience, including public involvement, utility coordination, transportation, PD&E, roadway design, plan preparation, maintenance of traffic, pavement rdesign, roadway lighting design, signing and pavement marking, permitting, long range estimates, specifications, and post -design services. Lisa has served as public involvement task Kimley»>Horn 9 leader for: the Turnpike Mainline Widening from Lake Worth to Jupiter PD&E Study and Design project for Palm Beach County; Archer Road PD&E Study for the City of Gainesville; Mainline Widening PD&E Study/ Design, Osceola Parkway Extension PD&E Study, and Widening Florida's Turnpike PD&E Study from the Sawgrass Expressway to Atlantic Avenue for Florida's Turnpike Enterprise; Kings Highway PD&E Study for FDOT District Four; and the C-466 W PD&E Study for Sumter County. Ian Rairden, P.E. - Safety and Traffic Operations Ian is a project engineer with 19 years of experience. He is proficient with Highway Capacity Software (HCS) and Synchro software packages and has experience with the Northeast Regional Planning Model (NERPM) based on the Florida Standard Urban Transportation Model Structure (FSUTMS). Ian's background includes both private and public sector work. His work experience in the public sector includes traffic operations studies for FDOT District Six, safety analyses for FDOT District Two, and eminent domain services for the City of Jacksonville (COJ) and the Jacksonville Transportation Authority (JTA). Ian's local private experience include traffic impact analyses and parking studies in Miami -Dade, Broward, and Palm Beach counties, and he was responsible for leading the MDT local bus transit surveys. Subconsultant Partners Tierra, Inc. - Geotechnical & Contamination Services TTierra is a full -service consulting geotechnical engineering and environmental IERRA iit_ (contamination including asbestos surveys) consulting firm with more GEGTECHNICAL • MATERLUSthan 28 ears of experience serving governmental a encies. Tierra has ENVIRGNMENTAL • ENGR4EEF NG Y p g g g provided geotechnical and contamination support services on numerous projects within Collier County including Thomasson Drive and Hamilton Avenue Streetscape Improvements, Immokalee Road Shared Use Path project, SR 951 over Big Pass Bridge (Marco Island) as well as the Collier County Professional Services Library Contract for Civil Engineering. Our services include providing Level I and Level 11 Contamination Screening Evaluation and Reporting (CSER I and 11) in accordance with the latest State requirements and geotechnical services including drilling, field sampling, laboratory testing, engineering analysis and reporting. Tierra utilizes AutoCAD and MicroStation for site maps and roadway drawing plan sheets and are fully integrated with GPS and GIS mapping for self -locating field testing and sample locations. Tierra's approach for success is our commitment to provide quality, responsive service, and professional competence in a wide range of technically demanding areas. Marc Novak Ph.D., P.E. - Geotechnical Engineer Marc has been working in the field of geotechnical and materials engineering since 1996. He has been exposed to a wide variety of projects while conducting research at the University of Florida including soil - structure interaction, soft -soil embankment modeling, dam construction, laboratory testing, and pavement engineering. Marc joined Tierra in January 2004 and has been involved in projects for the private and public sectors, including FDOT (roadway, pavement, and bridge structure investigations). Marc was the Geotechnical Engineer on 1-75 (SR 93) Design -Build, from North of Golden Gate Parkway to South of SR 80 in Lee and Collier Counties and 1-75 (SR 93) Design -Build from North of Golden Gate Parkway to South of SR 80 including Immokalee Road and Daniels Parkway Interchanges in Lee and Collier Counties both for FDOT District One. Thomas Musgrave, P.E. Geotechnical Engineer Thomas has worked in the field of Structural and Geotechnical Engineering for more than 11 years, starting as an intern and gaining experience in structural damage assessment, structural analysis, ground subsidence, water intrusion, roof inspection, cause and origin forensic investigation, and soils and materials testing. His experience includes working on structural forensic investigations as well as FDOT roadway projects, subsidence investigations, structural bridge analysis, pavement evaluation, MSE wall analysis, corrosion testing and research. He has performed FDOT projects for Districts I, V, VII and the Florida's Turnpike Enterprise. Thomas also has extensive experience in structural testing including GPR evaluation of concrete and steel reinforcement. Kimley»>Horn 10 McKim & Creed, Inc. - Survey, Right -of -Way (R/ W) Mapping, vMCICM&CREED Subsurface Utility Engineering (SUE) McKim & Creed's technical specialties include airborne and ENGINEERS SURVEYORS PLANNERS mobile LiDAR/scanning; unmanned aerial systems; subsurface utility engineering; and hydrographic and conventional surveying services for the transportation, land development, energy, federal, and building markets. As an employee -owned company that has been in operation since 1978, the firm provides these services through excellent work, dedicated service, and a passionate desire to solve problems and impact lives. McKim & Creed's depth of local resources offers the flexibility to provide experienced staff at your disposal to keep your project on track. Their solid background and experience have resulted in the method and controls being in place to balance staff requirements while maintaining quality, schedule, and budget for their clients. McKim & Creed is committed to meeting budget and schedule requirements. McKim & Creed has served as the surveyor of record for numerous Collier County roadway capital improvement projects. This experience ranges from 1-75 IROX expansion, Collier Boulevard expansion, Airport Pulling Road expansion, Alligator Alley resurfacing, US 41 at SR 951 interchange improvements and many more high -profile projects. McKim & Creed has played a key role in shaping Collier County over the last 20 years and is ready to assist with this proposed improvement project. Taylor Henninge, PSM - Survey Project Manager & Designated Survey & SUE QA/QC Reviewer Taylor is McKim & Creed's Florida LiDAR Manager and serves as Project Surveyor for all projects which utilize various remote sensing technologies. Mr. Henninge possesses a depth of experience varying from terrestrial / mobile / aerial LiDAR data acquisition, point cloud registration, survey feature extraction, and LiDAR QA/QC. This experience has been utilized in support of FDOT Design / RRR / Design -Build /Concrete Rehabilitation survey projects giving Taylor a well-rounded understanding of the nuances and requirement for each of these disciplines. Mr. Henninge also has vast experience managing FDOT Subsurface Utility Engineering (SUE) projects. In addition to his Professional Surveyor and Mapper licensure, Taylor holds a Certified FAA Part 107 Remote Pilot license and has provided unmanned aerial services (UAS) on projects throughout Florida. Archaeological Consultants, Inc. - Cultural Resources Assessment Survey Archaeological Consultants, Inc. (ACI), Florida's oldest full -service cultural resource management (CRM) company, is a woman -owned business, certified by the State of Florida as a Minority Business Enterprise (MBE), a Disadvantaged Business Enterprise (DBE), and a Woman Owned Small Business (WOSB) by the federal government. ACI has successfully helped clients navigate local, state, and federal regulations for over 45 years. During this time, ACI has developed a long-standing relationship with the Florida Division of Historical Resources (FDHR), the Florida Department of Transportation (FDOT) and the Florida Turnpike Enterprise (FTE), Army Corps of Engineers (ACOE), and various county and local municipalities. ACI conducts over 150 projects per year ranging from small scale desktop analyses to multi -state team projects. Our experienced staff of archaeologists, architectural historians, GIS specialists, technicians, and administrative personnel has the education, specialized training, and technical skills to provide cultural resource assessment surveys, NRHP nominations, Case Studies, Memoranda of Agreement, 4(f) evaluations, resource mitigation, CRM training, and other CRM services. ACT's Florida offices are located in Sarasota, St. Augustine, and Tallahassee. We maintain a full complement of office, lab, and field equipment, a reference library, as well as a fleet of vehicles. Vlarion Almv. RPF Principal Investigator Marion, the founding Principal and President of Archaeological Consultants, Inc. (ACI), has 46 years of cultural resource management experience throughout Florida. She manages projects for a diversity of public and private entities including the Florida Department of Transportation, Florida's Turnpike Enterprise, the USDA Forest Service, South Florida, Southwest Florida and Suwannee River Water Management Districts, and various counties, as well as large-scale projects for private corporations. Marion represents clients in meetings with regulatory agencies, including the Florida State Preservation Office, US Army Corps of Engineering, the US Coast Guard, Federal Bureau of Prisons, the National Park Service, and federally recognized Native American tribes. Kimley»>Horn 11 Familiarity with Local Construction and Regulatory Conditions Our entire team has proven experience with Collier County. In fact, several of our team members have recently served the County on management and engineering support services for the Pine Ridge Road Corridor Improvements and 16th Street NE Bridge projects. We have knowledge of the project area and surrounding roadway network, and we understand your needs. Through Kimley-Horn's long- standing presence in Southwest Florida, we are extremely familiar with the design and permitting process and the local construction conditions. Our diverse and vast experience gives us a thorough understanding of the regulations and criteria at the municipal, county, state, and federal levels. Additionally, Kimley-Horn's engineers and planners maintain regular contact with all key regulatory agencies and their decision makers. This rich network of interpersonal relationships enables us to provide expeditious services relative to agency reviews and approvals. Kimley-Horn and its subconsultant professionals are highly respected and trusted by their regulatory counterparts. Our project leadership team have managed similar projects in Collier, Lee, Hendry, Manatee, Lee, Charlotte, DeSoto, and Sarasota Counties, giving them a working knowledge of local regulatory conditions. Notably, deputy project manager Rick Arico, P.E. lives in Collier County and is extremely familiar with the County's expectations, standards, and the surrounding communities. Our project team not only understand agency procedures but also their expectations, enabling us to minimize delays and rework. Beyond the basics, we also design specialized drainage systems to protect sensitive ecosystems. We properly control construction phase erosion and meet the water quality and quantity concerns of permitting agencies. That is one advantage of having environmental scientists and stormwater management experts under the same roof as our bridge and roadway design team. Through experience, we have learned that an early consensus -building phase usually will flush out issues of concern to the agencies and involve them in the project planning process. Our collaborative efforts allow us to cost-effectively tailor our design alternatives to the types of solutions most important to those agencies before they ultimately review a design or permit package. Once a permit application is submitted, we follow up with reviewers and offer to assist where we can. In some cases, we can meet with them during their review period to answer questions or simply show them where they can find the information they are looking for. We have extensive relationships with permitting agencies who need to complete your permit reviews and, because of our relationships, often expedite the permitting process. We help them to complete their tasks and make their jobs easier. We are currently working with and have familiarity with all the entities and agencies that may be associated with this project including but not limited to Collier County, South Florida Water Management District (SFWMD), Florida Department of Environmental Protection (FDEP), FDOT, Florida Fish and Wildlife Conservation Commission (FWC), U.S. Army Corps of Engineers (USACE), and U.S. Fish and Wildlife Service (FWS). Our staff has a comprehensive understanding of the various local, state, and federal permitting agency criteria. Our success in permitting is attributed to four distinct aspects; knowledge of the criteria, early agency coordination, proper documentation, and relationships that are built on years of trust with the agencies. Kimley»)Horn 12 Team's History of Working Together The Kimley-Horn team is highly experienced with projects that demand close coordination among multiple team members. Our professional staff is uniquely experienced and familiar working together with other disciplines, both in-house and as subconsultants on intersection and roadway improvement projects. Kimley-Horn's professionals are accustomed to working on projects involving various components and we understand the importance of productive coordination to provide the required high -quality services in an efficient and timely manner. Kimley-Horn emphasizes the value of building structured working relationships to obtain the greatest combination of skills and dependable, quality service. Kimley-Horn strives to team with firms who share common values including accountability, leadership, teamwork, open-mindedness, flexibility, creativity, innovation, honesty, and fairness. These are the characteristics we share with Tierra, Inc., Archeological Consultants, Inc (ACI) and McKim & Creed, Inc. whom we have worked together on more than 500 projects for 23 years. We continue to work together on projects throughout Florida. Kimley-Horn's emphasis on dynamic teamwork and quality performance serve as the foundation for which we engage in teaming arrangements. All these firms and the individuals associated with them have worked together in the past and offer the County a cohesive and functioning group of experts. Please also refer to the section of "Past Performance" that includes a table that depicts team's history of working together on projects that are similar in size, type, and complexity. Financial Strength and Stability In business since 1967, Kimley-Horn is privately owned, financially strong, and positioned for continued financial health. We maintain a disciplined focus on business fundamentals, operate the firm conservatively, and our internal controls and business standards are designed to keep our financial foundation strong. In addition to sustaining healthy annual revenues and equity, Kimley-Horn maintains a robust cash flow and has an untapped eight -figure operating line of credit available for short-term cash flow needs. Kimley-Horn has the financial ability to successfully perform the services required by Collier County for this contract. Kimley»)Horn 13 Special Qualifications • Has 21 years of experience in the design and preparation of construction plans for municipal arterials and high-speed limited access facilities in Florida • Has extensive experience in public outreach and interagency coordination • Experience includes design and preparation of construction plans, including roadway geometrics, cross -sections, and drainage and grading plans • Proficient with MicroStation, Geopak, ASAD, ICPR, AUTO Turn, ArcGIS, LOS Plan, and AGI 32 Relevant Experience 59th Street West from Cortez Road to Manatee Avenue, Manatee County, FL — Project manager for this roadway widening project. The 59th Street W Corridor from Cortez Road W to Manatee Avenue W was identified in Manatee County's Capital Improvement Plan (CIP) as one of the essential corridors needing improvements to increase capacity. Kimley-Horn is providing design services for roadway, traffic engineering, traffic operations, street lighting, stormwater management, utilities, and landscape and irrigation. Our team is also assisting with permitting and public involvement. Naples Central Avenue Improvements, Naples, FL — Project engineer for streetscape, intersection design, lighting design, and multimodal improvements for a half mile of Central Avenue between 8th Street and Riverside Circle. Utilized detailed traffic modeling to fully assess laneage requirements and the resulting level of service from possible lane modifications. The goal of the projects was to provide a safe, balanced approach for all modes of travel through the corridor, including motor vehicles, bicycles, and pedestrians. Roadway improvements included milling and resurfacing, drainage upgrades to reduce flooding, utility upgrades to increase water main size and add reclaimed water service, landscaping improvements, and signalization upgrades. SW 157 Avenue from SW 42 Street to SW 26 Street, Miami -Dade County, FL Project manager and engineer -of -record responsible for the master planning, developing vertical and horizontal alignments, drainage design, permitting and lighting design plans for this corridor. Other services include public involvement, signing and pavement marking, signal design plans and post design activities. This project consists of expanding the existing two-lane undivided road to a two- lane divided road with raised median and sidewalk on west side. SR 710/Beeline Highway Design (Projects A, B, and C), FDOT District Four — Deputy project manager and lead engineer for three new construction/ widening projects. The combined length of all projects is 5.33 miles. Kimley- Horn's design team provided major highway design services for these projects. The western project (Project A) consisted of the addition of two new lanes to provide a four -lane, divided urban section along with the replacement of the existing two-lane bridge and construction of a new two-lane parallel bridge to accommodate the new four -lane roadway. These projects demanded extensive coordination with utility agencies for relocation of their facilities, the City of Riviera Beach, Palm Beach County and SFWMD. Project A finished construction Kimley»)Horn 14 in 2010. The eastern project (Project B) provided a four -lane, divided urban highway, and construction finished in late 2014. Project C also provides a four -lane, divided urban highway with perimeter walls for residents' privacy. Construction finished in January 2018. These projects included extensive utility relocation, right-of- way acquisition and coordination with local government. Okeechobee Road (SR 25) from East of NW 87 Ave to NW 79 Ave, FDOT District Six — Lead project engineer for final design services for the reconstruction of a 3/4-mile section of Okeechobee Road in Miami - Dade County. Services include widening the existing road to four lanes in each direction; widening the NW 79th Avenue Bridge over the Miami (C-6) Canal; intersection modifications at NW 95th Street and Frontage Road; relocation of an existing BJs Wholesale Club entrance and addition of a new free -flow right -turn lane; and new access from the Frontage Road to westbound Okeechobee Road. Kimley-Horn is also responsible for all permitting; structural design; drainage design; signing and marking; signalization; lighting design; ITS system design; and landscaping along the corridor. Reconstruction of Krome Avenue from South of SW 296 St to South of SW 232 St, FDOT District Six Project manager for the team providing roadway, signing and marking, signalization, lighting, structures, and landscape design. This project is part of the Krome Avenue South Corridor and has several environmentally sensitive areas. This segment of Krome Avenue handles part of the main freight activity in south and west Miami -Dade County, with a daily truck percentage of 15%. 1-4 Widening from South of Kirkman Road to South of Orange Blossom Trail, Orlando, FL — Design engineer responsible for assisting in horizontal alignments, developing vertical alignments, cross -sections, and various other design activities utilizing Geopak, ASAD design software. The project includes the reconstruction/widening of 1-4, the addition of tolled special usage lanes, and the replacement of the Kirkman Road interchange with a four -level interchange. MDX Design Engineering for SR 874 (Don Shula Expressway) from Kendall Drive to SR 826, Miami, FL Deputy project manager and lead engineer responsible for horizontal and vertical design of the corridor. Responsibilities also included managing production of roadway plans, preparation of a design book for the project, construction cost estimation, performing lighting analysis, lighting design, corresponding voltage drop calculations, managing production of lighting plans, coordinating design with structures sub -consultant, and preparing the exceptions and variations package for FDOT District Six. The project included widening and minor reconstruction of the Don Shula Expressway (State Road 874) from Southwest 88th Street to the northbound exit ramp of Southwest 40th Street (Bird Road). The nature of the project changed and was re -procured as a Design -Build project. Kimley-Horn prepared 99% design plans and the subsequent design - build criteria package. Bayview Market Place Roadway Improvements on NE 17th Street/NE 17th Terrace/NE 2nd Avenue/N Miami Avenue, Miami -Dade County, FL — Project engineer responsible for developing vertical and horizontal alignments, providing drainage design, signing and pavement markings, and signalization plans for this corridor. The project included the reconstruction and widening of NE 17th Terrace/NE 2nd Avenue/NE Miami Place and the milling and resurfacing of NE 17th Street and N Miami Avenue. Turnpike Mainline Widening from Sunrise to Atlantic, Florida's Turnpike Enterprise — Project included the reconstruction of Florida's Turnpike from North of Sunrise Boulevard to Atlantic Boulevard. Responsibilities included development of drainage cross sections, ditch profiles, and various other drainage activities. Kimley»)Horn 15 Special Qualifications Has 34 years of extensive experience in roadway design, right-of-way plans design, plans review, and LAP support Has completed design and plans production efforts for both sidewalk and trail projects in addition to rural and urban highway resurfacing and reconstruction projects Experienced with federal, state, and local agency coordination in preparing environmental assessments and construction documents, as well as for design, plan preparation, and bidding of 118 parcel sanitary sewer service Has keen understanding of "off system" design criteria and the economic constraints facing most local governments Relevant Experience Ortiz Avenue from Colonial Boulevard (SR 884) to Dr. Martin Luther King Jr. Boulevard (SR 82), Lee County, FL — Project manager. This project includes design services and preparation of construction plans, permits and specifications for the widening of Ortiz Avenue from Colonial Boulevard (SR 884) to Dr. Martin Luther King Jr. Boulevard (SR 82). The existing 1.7-mile corridor consists of a two-lane undivided arterial roadway with shoulders and a 10- foot multi -use path located on the west side of the corridor. Based on a traffic study and analysis, accommodations for an ultimate six -lane facility is being designed. A multi -use path will remain on the west side of the roadway, and a six-foot sidewalk is proposed on the east side. On -street bicycle facilities will be provided on both sides of the roadway. The plans include roadway transitions from the existing and/or planned roadway typical sections to the roadway typical sections approaching SR 884, SR 82 and the Hanson Street roundabout. The scope of services also includes the design and preparation of construction plans, permits, and specifications for the relocation of existing Lee County Utilities. Southwest Area Office (SWAO) General Engineering Consultant Services, FDOT District One — Served as project manager for all District One projects requiring Joint Participation Agreements and Locally Funded Agreements between FDOT and the local agencies within District One. Reviewed and evaluated proposals from metropolitan planning organizations (MPO), local agencies, and local governments within Collier, Lee, Charlotte, Hendry, DeSoto, and Glades Counties regarding candidate project development for the FDOT Tentative Five -Year Work Program. Researched technical questions and issues related to projects within Collier, Lee, Charlotte, Hendry, DeSoto, and Glades Counties and provided information to the public information director, Director of SWAG, and FDOT Community Liaisons. Big Carlos Pass Bridge Replacement PD&E and Design, Lee County, FL Utility coordinator and roadway engineer. This project involves conducting a PD&E Study to consider alternatives for replacement or rehabilitation of the Big Carlos Pass Bridge, addressing safety for all road and water users including motorists, bicyclists, pedestrians, and marine vessels. The PD&E included environmental and structural analyses, lead public involvement/information Kimley»)Horn 16 meetings, traffic data analysis, developing conceptual design plans, coordination with utility agency owners (UAOs), determination of R/W impacts, and developing cost estimates. Evaluation of traffic noise and noise walls were included as part of this study. After approval of the recommended alternative, final design is being completed, including the design of the bridge, roadway, drainage, and all permitting. CR 54 (Wesley Chapel Boulevard) from N. of SR 56 to N. of Magnolia Boulevard, Pasco County, FL — Project manager. This project widened CR 54 from a two-lane undivided rural roadway to a six -lane divided urban section from approximately'/2 mile north of SR 56 to 640 feet north of Magnolia Boulevard. The length of the project is 3.1 miles. Three intersections were signalized including signalization interconnect. The box culvert at Cabbage Swamp was replaced with bridge structures to improve hydraulics and provide a dry shelf wildlife crossing. In addition to roadway and structure design, services included right-of-way and topographic survey, title search reports, R/W maps, project drainage design, stormwater treatment and retention, environmental mitigation design, environmental permitting, utility coordination, and soils investigation in support of roadway plans with S&PM, and signalization components. Vanderbilt Drive Bridge Replacements, Collier County, FL — Quality control. Replaced two functionally obsolete bridges located on Vanderbilt Drive and resurfaced/reconstructed the roadway between the two bridges. Additional improvements included a shared -use path along the west side of the road within the project limits, access to an existing canoe launch at Little Horse Pass, and roadway profile modifications to improve stopping sight distance at the intersection of Vanderbilt Drive and entrance into the Marina Bay Club condominiums. The project begins approximately 0.7 miles north of CR 846 and ends at the south approach to the bridge over the Cocohatchee River. The new bridges consisted of a four-sided box culvert and a multi - span fat slab bridge. Maintaining traffic during construction and relocating public utilities to enable continuous service was critical. Sandhill Boulevard Improvements, Charlotte County, FL — Project manager. Provided design and permitting services for improvements to Sandhill Boulevard from Kings Highway to Deep Creek Boulevard. The design reconfigured the Sandhill Boulevard approach at the intersection of Kings Highway to address congestion. This required adding a dedicated westbound right -turn lane and providing additional westbound left -turn storage. Access consideration for the adjacent RaceTrac convenience store and adjacent businesses was evaluated as part of the proposed lane reconfiguration. Drainage impacts were addressed, and evaluation of potential floodplain impacts were considered. Curley Road from CR 54 to North of Wells Road, Pasco County, FL — Project manager/engineer-of- record (EOR). This project involves the reconstruction of 2.4 miles of existing two-lane rural roadway to a four -lane road with sidewalks. The southern 1.1 miles is being realigned from its current location to a new alignment from CR 54 to Wells Road. The proposed four -lane urban section will have flush inside shoulders with curb installed when it is widened to six lanes. Stormwater management for water quality (treatment) and water quantity (attenuation) will be provided for the ultimate six -lane section through the use of wet detention stormwater management facilities. Burgundy Farms Road Roadway Improvements, Lee County, FL — Project manager. Provided roadway design and CEI services for the improvements on Burgundy Farms Road. The existing roadway consisted of a shell/base/dirt surface. The road is approximately one mile in length. Designed the roadway geometric and pavement structure to exceed Florida Green Book and County Land Development Code criteria. Based on existing conditions, significant effort was required to minimize the roadway profile and drainage impacts. This focus was especially important when obtaining exemption from Water Management Permitting and avoidance of environmental impacts. Kimley»>Horn 17 Special Qualifications • Has 33 years of experience in transportation design, structural, construction, hydraulic, and traffic engineering • Areas of expertise include freeway and expressway detailed design, design supervision, bridge and highway design, highway and street drainage design, traffic control design, right-of-way assessment, construction observation, and project management • An FDOT-certified maintenance of traffic (MOT) professional and accustomed to designing MOT plans that balance all modes of traffic in an efficient and effective manner • Project manager for design of Ringling Boulevard roundabouts on Palm Avenue and Pineapple Avenue Relevant Experience Naples Central Avenue Improvements, Naples, FL — Project manager for streetscape, intersection design, lighting design, and multimodal improvements for a half mile of Central Avenue between 8th Street and Riverside Circle. Utilized detailed traffic modeling to fully assess laneage requirements and the resulting level of service from possible lane modifications. The goal of the projects was to provide a safe, balanced approach for all modes of travel through the corridor, including motor vehicles, bicycles, and pedestrians. Roadway improvements included milling and resurfacing, drainage upgrades to reduce flooding, utility upgrades to increase water main size and add reclaimed Apollo Beach Boulevard Extension/1-75 Flyover, Hillsborough County, FL — Project manager. Kimley-Horn was retained by Hillsborough County to provide professional engineering services for the extension design of Apollo Beach Boulevard from US 41 to Paseo al Mar Boulevard. This extension will result in a four -lane facility including the bridge over 1-75 to the eastern limits of the conservation easement. Our tasks include permitting, wetland delineation, preparing mitigation plans, and coordinating and modifying conservation easement with multiple agencies. Extending Apollo Beach from US 41 to US 301 will serve as an alternative east/west connection which will ultimately reduce traffic demands on Big Bend Road. This work effort includes alignment and traffic studies; surveying; geotechnical exploration, testing, and analysis; preparation of engineering reports with right-of-way maps and environmental documentation incorporating roadway, stormwater detention, and wetland mitigation requirements; permitting requirements; and determination of right- of-way requirements. Permitting agencies include the Southwest Florida Water Management District (SWFWMD) and the U.S. Army Corps of Engineers (USACE). Bearss Avenue and Bruce B. Downs Intersection Improvement Study, Hillsborough County, FL — Project manager. Kimley-Horn assessed the existing intersection E 148th Ave to determine the most cost-effective improvement to alleviate one of the most congested intersections in the County. The Preliminary Engineering Report (PER) assessed several at -grade signalized Kimley»)Horn 18 options including several elevated structural options. As a result of the PER process, it was determined that two options would result in the least amount of delay at the intersection. The first was a southbound elevated structural option that elevated the southbound travel lanes over the intersection. The second option involved at -grade intersection improvements to add a dual lane right turn southbound approach and triple lefts including a new lane of capacity along Bruce B. Downs from the intersection to Fletcher Avenue. This option resulted in the least expensive cost, but slightly higher intersection delay. A detailed Corr -Sim analysis was conducted to assess the existing and future traffic volumes to determine which options would provide the greatest benefit to Hillsborough County. Hillsborough County also requested that Kimley-Horn's intersection study be redeveloped to comply with NEPA requirements. US 41 and River Road Intersection Improvements, North Port, FL — Project manager. The scope of this project involved designing turn -lane improvements to address future traffic capacity needs for intersection of US 41/River Road in Sarasota. At the same time, the County was designing the Englewood Interstate Connector (EIC) project to widen River Road to a multi -lane, divided roadway. The EIC included an ultimate intersection configuration for the US 41/River Road intersection. Kimley-Horn coordinated the efforts of the West Villages Improvement District (WVID), the County, and the City to develop and execute an Interlocal Agreement that described the various contributions of each agency and the process to design and construct the ultimate intersection configuration. US 41 at Gulfstream Avenue Intersection Improvement Statewide Acceleration and Transformation (SWAT), FDOT District One — Project manager for the design portion of this State -Wide Acceleration and Transformation (SWAT) project for the addition of a multi -lane roundabout. Designated as a SWAT project, the PD&E and design efforts overlap to reduce schedule and streamline efficiency. This project includes full reconstruction of the intersection to a roundabout configuration, pedestrian signals, lighting, landscape, and drainage improvements. This is the first partial three -lane roundabout in the state and, due to its complexity, an emphasis has been placed on public involvement. Design improvements for this constrained urban intersection address multi -modal transportation, pedestrian connectivity/safety enhancements and balanced roundabout performance. US 41/SR 45 Resurfacing from North of 15th Avenue South to South of Bullfrog Creek Bridge, FDOT District Seven — Principal -in -charge for 8.5 miles of milling and resurfacing of a four -lane divided principal arterial roadway thorough the Gibsonton, Ruskin, and Apollo Beach industrial and residential communities. The design for this corridor includes upgrading the signalized intersection at Symmes Road, adding back plates for all signalized intersections, adding sidewalk and ADA compliant bus landing pads, and providing bike lanes throughout the corridor. Due to high truck traffic traveling to and from I-75 to TECO Big Bend power plant and Mosaic, the US 41 and Big Bend Road intersection will be reconstructed from asphalt to concrete pavement. A detailed Level II traffic control plan was developed for the Big Bend intersection reconstruction that takes into consideration the concrete joint layout and maintaining open travel lanes during all phases of construction. Other improvements include pavement cross slope correction at superelevated curves, correcting areas with limited sight distance, drainage improvements, environmental permitting, structural analysis, signing and pavement marking, incorporating ITS facilities, reviewing crash data for safety improvements related to access management, utility relocation, and coordination with Hillsborough County's Big Bend Road widening project. Burnt Store Road Design, Phase 3, Punta Gorda, FL — Project manager for the Kimley-Horn team that provided roadway design services on this project for Charlotte County. Tasks included drainage design; utility design; permitting and coordination with USACE, FDEP, Charlotte County, and SWFWMD; signing and marking signalization design; traffic studies; public involvement; maintenance of traffic; structural design; landscape architecture; and construction engineering and inspection (CEI).The Kimley-Horn team used several innovative production and design processes, including low impact development (LID), photogrammetric mapping, phased construction, and conducting design review workshops. Kimley»>Horn 19 Special Qualifications years of roadway design and maintenance of traffic experience New Jersey, and Served as engineer -of -record and project manager for dozens of transportation improvements ranging from resurfacing, restoration, and rehabilitation (RRR) projects to large-scale interstate design and interchange Experience also includes QC reviews for stormwater/drainage and safety projects, as well as field work Has worked extensively in FDOT Districts One, Certified in advanced traffic control, specifications, and long-range estimate preparation with FDOT Relevant Experience 9th Avenue NW from 75th Street NW to 99th Street NW, Manatee County, FL Project engineer. The project consists of the reconstruction and resurfacing of the west end of the 9th Avenue NW roadway from 75th Street NW to 99th Street NW. The project consists of construction of 10.5-foot standard vehicle lane widths, a 10-foot-wide multi -use trail, sidewalks, crosswalks, signage and striping, street lighting, piped and open drainage systems, stormwater ponds as needed, and wetland mitigation areas and/or floodplain compensation areas. The project scope also includes constructing missing sidewalk links along 9th Avenue NW from 75th Street NW to 71 st Street NW. Okeechobee Road (SR 25) from East of NW 87 Ave to NW 79 Ave, FDOT District Six — Quality control manager for final design services for the reconstruction of a 3/4-mile section of Okeechobee Road in Miami -Dade County. Services include widening the existing road to four lanes in each direction; widening the NW 79th Avenue Bridge over the Miami (C-6) Canal; intersection modifications at NW 95th Street and Frontage Road; relocation of an existing BJs Wholesale Club entrance and addition of a new free -flow right -turn lane; and new access from the Frontage Road to westbound Okeechobee Road. Kimley- Horn is also responsible for all permitting; structural design; drainage design; signing and marking; signalization; lighting design; ITS system design; and landscaping along the corridor. US 41/SR 45 Resurfacing from North of 15th Avenue South to South of Bullfrog Creek Bridge, FDOT District Seven — Project engineer for 8.5 miles of milling and resurfacing of a four -lane divided principal arterial roadway thorough the Gibsonton, Ruskin, and Apollo Beach industrial and residential communities. The design for this corridor includes upgrading the signalized intersection at Symmes Road, adding back plates for all signalized intersections, adding sidewalk and ADA compliant bus landing pads, and providing bike lanes throughout the corridor. Due to high truck traffic traveling to and from 1-75 to TECO Big Bend power plant and Mosaic, the US 41 and Big Bend Road intersection will be reconstructed from asphalt to concrete pavement. A Kimley»)Horn 20 detailed Level II traffic control plan was developed for the Big Bend intersection reconstruction that takes into consideration the concrete joint layout and maintaining open travel lanes during all phases of construction. Other improvements include pavement cross slope correction at superelevated curves, correcting areas with limited sight distance, drainage improvements, environmental permitting, structural analysis, signing and pavement marking, incorporating ITS facilities, reviewing crash data for safety improvements related to access management, utility relocation, and coordination with Hillsborough County's Big Bend Road widening project. 1-75/County Road 581 (Bruce B. Downs) Flyover, FDOT District Seven — Served as project manager and engineer -of -record responsible for managing the design of this interchange flyover from southbound Bruce B. Downs Boulevard to southbound 1-75, including two ramp realignments. The project began on 1-75 north of the Hillsborough River and extended to the 1-75/CR 581 interchange just south of Donna Michelle Road on Bruce B. Downs Boulevard. The unique aspect of this project was designing the flyover to accommodate the future eight -lane expansion of Bruce B. Downs Boulevard, future light rail along Bruce B. Downs Boulevard, future 10-lane expansion of 1-75 and future high speed rail on 1-75. Construction cost was $41 million. General Engineering Consultant (GEC), Hillsborough County, FL — Served as project support coordination manager responsible for providing expertise in the areas of Utilities and Project Management for the Hillsborough County Transportation Task Force (TTF) program. The program consisted of roadway widening projects, intersection improvements, new signals, and Advanced Traffic Management Systems (ATMS) improvements throughout Hillsborough County. The role of the GEC was to provide comprehensive direction and support to the 16 General -Civil Consultants under contract with Hillsborough County that were responsible for design of the construction plans totaling over $150 million. US 41 at Gulfstream Avenue Intersection Improvement Statewide Acceleration and Transformation (SWAT), FDOT District One — Project engineer for the design portion of this State -Wide Acceleration and Transformation (SWAT) project for the addition of a multi -lane roundabout. Designated as a SWAT project, the PD&E and design efforts overlap to reduce schedule and streamline efficiency. This project includes full reconstruction of the intersection to a roundabout configuration, pedestrian signals, lighting, landscape, and drainage improvements. This is the first partial three -lane roundabout in the state and, due to its complexity, an emphasis has been placed on public involvement. Design improvements for this constrained urban intersection address multi -modal transportation, pedestrian connectivity/safety enhancements and balanced roundabout performance. Engineering Services for Miscellaneous Transportation Itemized Projects >$2 Million, Alachua County, FL — Quality control manager. Kimley-Horn was retained to provide new roadway design and/or studies for roadway projects, preparation of engineering documents, and design procedures, repair, resurfacing, and rehabilitation projects, construction engineering inspection services (CEI), site design for County facilities as well as associated activities. Such activities may include new roadway design for arterial and collector roads, signalization, intersection improvements, the design of open and closed drainage systems, utility design, utility relocation plans, maintenance of traffic plans, bridge design, structural design, railroad crossings, FDOT permits, stormwater permits, environmental permits, traffic engineering applications, minor traffic operations improvements, and other appurtenances. CR 484 Widening, Ocala, FL — Project engineer. Kimley-Horn is providing design, permitting, and bidding assistance services for the widening of CR 484 in Marion County. This project will widen and reconstruct CR 484 from Marion Oaks Pass to Marion Oaks Course and include two new signalized intersections at Florida Crossroads Commerce Park Road and SW 49th Court Road. The primary objective of this project is to widen CR 484 from an existing two-lane undivided roadway to a four -lane divided roadway to support future traffic and a future Industrial Park as part of a Future Job Growth Infrastructure Grant Agreement with the State of Florida Department of Economic Opportunity (DEO). Kimley»>Horn 21 Special Qualifications 26 years of experience as a Civil Engineer specializing in drainage and stormwater management, primarily with consulting firms working on FDOT and municipal roadway projects Experience in project management, quality control/assurance reviews, peer reviews, plans development, drainage and flood studies, FDOT Drainage Connection Permit reviews, the production of drainage design guidelines, stormwater permitting, scope development, supervision and mentoring of drainage staff, staff hour estimates, project schedules, and marketing Design expertise includes stormwater modeling (ICPR, MODRET), storm sewer conveyance systems (GEOPAK Drainage), underground stormwater management systems, wet and dry retention and detention ponds, closed basin design, design high water analysis, cross drain analysis, bridge hydraulics (HEC-RAS), scour analysis (HEC-18), and floodplain analysis Project types include roadway reconstruction, ramp improvements, interstate, new alignment expressway, intersection improvements, drainage improvements, erosion remediation, flood studies, pond siting studies, bridge hydraulics studies, sidewalks and trails, subdivision drainage, outfall ditches, bridge culverts, cross drain and side drain replacements, and drainage complaints Extensive experience reviewing drainage plans and documentation for FDOT transportation projects and civil site plans for drainage connection permits as an extension of the FDOT staff Relevant Experience Turnpike Widening from the HEFT to North Johnson Street and Hollywood Blvd. Interchange Modifications, Florida's Turnpike Enterprise — Provided drainage model updates and quality control reviews. Kimley-Horn completed the final roadway construction plans for the widening of the HEFT from the Okeechobee Mainline Toll Plaza north to 1-75 and evaluated the design issues involved in eight-laning this eight -mile northern segment. This project has sensitive drainage and environmental mitigation issues that have been successfully resolved. CR 532 Widening from Old Lake Wilson Road to US 17/92, Central Florida Expressway Authority — Quality control reviewer. Kimley-Horn developed design plans for the construction of CR 532 (Osceola Polk Line Road) from Lake Wilson Road to US 17 (S. Orange Blossom Trail). The project length is 2.9 miles. The project includes the construction of a four -lane divided roadway with multimodal accommodations as determined in the project development study, associated drainage improvements, and stormwater ponds. SR 78 from Burnt Store to Chiquita Blvd, FDOT District One — Drainage FOR for two-mile roadway reconstruction project. Responsible for pond siting, drainage design, and stormwater permitting. Kimley»)Horn 22 Drainage Connection Permits, FDOT District One — Consultant project manager responsible for contract management, team coordination, consistency and compliance assurance for all permit applications reviewed by the team. Provided review of Drainage Connection permit applications for compliance with FDOT design standards and criteria for work proposed within the FDOT right of way. Performed field reviews, coordination meetings, conflict resolution and post construction reviews. Developed process improvements including the implementation of the Drainage Connection Application checklist provided to applicants, and standardized comments for consistency from the review team. Responsibilities included miscellaneous drainage reviews assigned by the District Drainage Engineer. SR 50, FDOT District Seven — Drainage FOR for three-mile roadway reconstruction project, including the intersection with US 98. Responsible for pond siting, bridge culvert analysis, drainage design, and stormwater permitting. SR 64 from Carlton Arms Blvd to 1-75, FDOT District One — Drainage FOR for two -miles roadway reconstruction project. Responsible for pond siting, bridge culvert analysis, drainage design, and stormwater permitting. SR 80, FDOT District One — For this five -mile roadway reconstruction project served as subconsultant responsible for pond siting. Also responsible for bridge hydraulics and scour analysis for an existing six span, 120 foot long concrete slab bridge over C-1 canal, an existing triple 8'x5' concrete bridge culvert at Cowboy Way Canal, and an existing triple 7'x5' concrete bridge culvert at Cedarwood Canal. Districtwide Stormwater Program Management, FDOT District Seven — Senior drainage engineer. Provided stormwater management studies, analyses and design in support of the District's work program and drainage unit. Responsibilities included drainage flooding investigations for multiple locations along Gulf Boulevard, all tidally influenced systems, and various drainage complaints including roadway flooding and assessment of a FDOT pond berm failure. SR 55 (US 19) from Jump Court to West Fort Island Trail (CR 44), FDOT District Seven — Drainage FOR for five -mile roadway reconstruction project. Responsible for pond siting, design high water analysis, ICPR modeling and supervision of drainage design, and stormwater permitting. Advanced Traffic Management System (ATMS), FDOT District One — Reviewed County -wide ATMS plans for compatibility with existing drainage features within the roadway rights of way, including 11.5 miles along US 41. 1-75 at Hicks Canal, FDOT District One — Review of the Bridge Hydraulics Report for the dual bridge replacement. SR 72 Bridges over Myakka River and Deer Prairie Slough, FDOT District One — Review of the Bridge Hydraulics Recommendation Sheets for the bridges over the Myakka River and Deer Prairie Slough. Also assigned to review the drainage design for the four mile long roadway reconstruction project. US 98 Bridge over Banana Creek, FDOT District One —Peer review of a Bridge Hydraulics Report for the replacement of the US 98 bridge over Banana Creek. Kimley»>Horn 23 Special Qualifications • 30 years of project management and roadway design experience for FDOT and Turnpike infrastructure improvements across Florida • A hands-on project manager who involves himself in every aspect of plans and document production • Led Kimley-Horn's design teams for the 1-4 Ultimate (D5) and 1-595 PPP (D4) design -build efforts and Sand Lake Road Interchange design (FTE) • Extensive experience serving as owner's representative to assist with shop drawing reviews, responses to request for information (RFI), periodic construction meetings, and CEI/contractor selection for interstate improvement projects • Additional focus areas include drainage design, traffic control plans, lighting, signalization, and plans preparation Relevant Experience MDX Design Engineering for SR 874 (Don Shula Expressway) from Kendall Drive to SR 826, Miami, FL — Senior project engineer for design services for SR 874 (Don Shula Expressway) roadway modifications from south of SW 88th Street (Kendall Drive) to south of SR 826 (Palmetto Expressway)/ SR 874 interchange. The project consisted of the widening of SR 874 and included complex roadway design, drainage design, signing and marking, lighting, signalization, retaining walls, noise barrier walls, bridge widening plans, permitting, and public involvement services. The nature of the project changed and was re -procured as a Design -Build project. Kimley-Horn prepared 99% design plans and the subsequent design -build criteria package. Turnpike Widening from HEFT to Johnson Street PD&E Study and Design, Florida's Turnpike Enterprise — Project engineer. Deputy project manager for the Kimley-Horn team performing simultaneous PD&E and design services to widen Florida's Turnpike Mainline from Homestead Extension of Florida's Turnpike (HEFT) to just north of Johnson Street in Broward County. Provided roadway design services. Osceola County, Carroll Street Final Design, Kissimmee, FL — QA/QC reviewer. Kimley-Horn was selected to provide final design services for the 1.5-mile segment of Carroll Street that extends from John Young Parkway to Michigan Street in Osceola County. The primary purpose of this project is to widen the existing roadway from three lanes (center turn lane) to a five -lane section with center turn lane and is funded through the FDOT LAP program. Elements of this project include roadway design, drainage, permitting, signalization, signing/pavement markings, and roadway lighting. 1-595 Corridor Improvements (Zone 5) from West of Pine Island Road to West of University Drive, FDOT District Four — Served as project manager for design of a one -mile section of roadway widening (Zone 5) and lighting design for the entire corridor. Kimley-Horn's responsibilities included he improvement components include the design of tolled, reversible, ground -level express lanes Kimley»)Horn 24 within the current median of 1-595; safety modifications to the 1-595/Florida's Turnpike interchange; design of a continuous connection of SR 84 between Davie Road and SR 7/US 441; and design of auxiliary lanes on 1-595 along with combined ramps, cross -road bypasses and grade -separated entrance and exit ramps. Kimley-Horn was also responsible for the design of two new three -span continuous steel plate girder bridges, one steel plate girder bridge widening, and improvements to the Pine Island Bridge over the North New River Canal. 1-4 P3 and Limited Access Widening from South of Kirkman Road to South of Orange Blossom Trail, FDOT District Five — Project manager on the Kimley-Horn team that assisted FDOT as subconsultant to another firm with all of the aspects associated with the procurement and production for the 21 miles reconstruction of 1-4 between West of Kirkman Road and East of SR 434. This project entails the total reconstruction of the mainline lanes of 1-4, inclusion of Express Lanes in the median and reconstruction of most of the interchanges within the corridor. This project also includes improvements along SR 408 (1 mile on either side of 1-4), Maitland Blvd., and other main crossing roads. Kimley-Horn helped prepare the RFP package, reviewed technical proposals, and is reviewing document submittals. Bearss Avenue and Bruce B. Downs Intersection Improvement Study, Hillsborough County, FL Project engineer. Kimley-Horn assessed the existing intersection E 148th Ave to determine the most cost- effective improvement to alleviate one of the most congested intersections in the County. The Preliminary Engineering Report (PER) assessed several at -grade signalized options including several elevated structural options. As a result of the PER process, it was determined that two options would result in the least amount of delay at the intersection. The first was a southbound elevated structural option that elevated the southbound travel lanes over the intersection. The second option involved at -grade intersection improvements to add a dual lane right turn southbound approach and triple lefts including a new lane of capacity along Bruce B Downs from the intersection to Fletcher Avenue. This option resulted in the least expensive cost, but slightly higher intersection delay. A detailed Corr -Sim analysis was conducted to assess the existing and future traffic volumes to determine which options would provide the greatest benefit to Hillsborough County. Hillsborough County also requested that Kimley-Horn's intersection study be redeveloped to comply with NEPA requirements. Polk Parkway (SR 570) Milling and Resurfacing and Criteria Upgrade from MP 8.1 to MP 21.7, Polk County, FL — Project engineer. Roadway engineer providing post design services for this project. The design phase included plans and specifications for milling and resurfacing of 13.6 miles of Polk Parkway. Kimley- Horn also prepared the Existing Roadway Conditions Assessment Report (ERCAR), which included review of vertical and horizontal geometry for the mainline and interchange ramps, review of super -elevation design, cross -slope correction analysis, identification and classification of pavement failures, and cost estimates for recommended roadway improvements. Kimley-Horn provided quality assessment/quality control for the structural assessment of the structural components of the ERCAR, which included a review of existing bridge and sign structures. In addition, Kimley-Horn prepared lighting, signing, and pavement marking plans and quality review of a roadway quantity computation booklet. Florida's Turnpike Widening from Glades Road to Atlantic Avenue, Florida's Turnpike Enterprise Project engineer. Kimley-Horn is providing design services to widen the Turnpike from six to eight lanes. The project specific tasks included encroachment into the Lake Worth Drainage District E-2W canal to facilitate the project widening needs. Other pertinent task include bank stabilization of the E-2W canal, replacing the Yamato Bridge over the Turnpike, widening the Turnpike bridge over Clint Moore Road, replacing the bridge over the L-38 Canal, noise barrier design, lighting design, signing and pavement markings, and utility coordination. One of the primary objectives of the transportation improvements is the avoidance and relocation of the Florida Gas Transmission Gas main located within specified border width. This will require deviation from FDOT standard operating design procedures. Kimley»)Horn 25 Special Qualifications • Over four years of experience with roadway design and lighting analysis • Exposure to roadway design and lighting analysis projects in FDOT Districts One and Seven • Software experience includes Microstation, AutoDesk, SolidWorks, AGI, Excel, and BlueBeam. • Knowledge of FDOT Design Manual and Standard Specifications • Ability to design, model, and produce roadway plan set with lighting and signing components at beginner level difficulty Relevant Experience Modern Roundabout Improvement Design / PD&E for US 41 and Gulfstream, FDOT District One — Project analyst. Kimley-Horn performed engineering services for the state's first State -Wide Acceleration and Transformation (SWAT) project for the multi -lane roundabout. Designated as a SWAT project, the PD&E and Design efforts overlap to reduce schedule and streamline efficiency. This project included full reconstruction of the intersection to a roundabout configuration, pedestrian signals, lighting, landscape, ADA, and drainage improvements. This is the first partial three -lane roundabout in the state and due to its complexity, an emphasis has been placed on public involvement for this project. Design improvements for this constrained urban intersection addressed multi -modal transportation, pedestrian connectivity/safety enhancements and balanced roundabout performance criteria such as fastest path analysis and design vehicle movements. Due to high pedestrian volumes FDOT is implementing the use of High Intensity Activated Crosswalks or Hawk signals. Okeechobee Road (SR 25) from East of NW 87 Ave to NW 79 Ave, FDOT District Six — Project analyst for final design services for the reconstruction of a 3/4-mile section of Okeechobee Road in Miami -Dade County. Services include widening the existing road to four lanes in each direction; widening the NW 79th Avenue Bridge over the Miami (C-6) Canal; intersection modifications at NW 95th Street and Frontage Road; relocation of an existing BJs Wholesale Club entrance and addition of a new free -flow right -turn lane; and new access from the Frontage Road to westbound Okeechobee Road. Kimley-Horn is also responsible for all permitting; structural design; drainage design; signing and marking; signalization; lighting design; ITS system design; and landscaping along the corridor. US 41 at Gulfstream Avenue Intersection Improvement Statewide Acceleration and Transformation (SWAT), FDOT District One — Project analyst for the design portion of this State -Wide Acceleration and Transformation (SWAT) project for the addition of a multi -lane roundabout. Designated as a SWAT project, the PD&E and design efforts overlap to reduce schedule and streamline efficiency. This project includes full reconstruction of the intersection to a roundabout configuration, pedestrian signals, lighting, landscape, and drainage improvements. This is the first partial three -lane roundabout in the state and, due to its complexity, an emphasis has been placed on public involvement. Kimley»)Horn 26 Design improvements for this constrained urban intersection address multi -modal transportation, pedestrian connectivity/safety enhancements and balanced roundabout performance. Legacy Trail Extension Design, Sarasota County, FL — Project analyst. Kimley-Horn is providing Sarasota County with trail design and related engineering and landscape architectural services for the Legacy Trail Extension project from Culverhouse Nature Park to Payne Park, as well as the North Port Connector trail from the east end of pavement on Forbes Trail to Warm Mineral Springs park. For these two segments, Kimley- Horn is providing trail design and related civil engineering, structural/bridge engineering, bridge inspection, planning/landscape architecture, environmental assessment/permitting, stormwater management, utilities infrastructure, communication system, and community engagement services. The Legacy Trail Extension segment of the project (approximately 8.9 miles) consists of trail improvements along the old Seminole Gulf Railroad right-of-way and includes trail improvements, drainage, landscaping, three trailheads including lighting, seven rest stops, two trail bridges (to be inspected and evaluated for rehabilitation), numerous at grade crossing requiring signing and markings, signalization, and landscape improvements along the entire trail. Additionally, this segment of the project includes utility improvements consisting of a new water main, reclaimed water main and communication conduit with fiber. West Dearborn Street and South McCall Road Improvements, Englewood, FL — Project analyst. Kimley- Horn was retained by Sarasota County to complete the West Dearborn Street and South McCall Road improvements project. This project consists of the reconstruction of the downtown Englewood corridor along West Dearborn Street from Indiana Avenue to Old Englewood Road. This multi -faceted project included heavy public involvement and visioning which was aided by Kimley-Horn's fly through and graphics presentations outlining concepts and developing the visions based on public input. The project included the addition of more than 60 new parking spaces and the conversion of existing parking to pervious parking fields. In addition, landscape, hardscape, lighting, and wayfinding signing were included as part of the project. A gateway feature which spans the roadway was custom designed and included to establish the sense of place when users arrive along the corridor. Kimley-Horn also designed over a mile of retrofitted drainage improvements along South McCall Road. The South McCall Road area of Englewood routinely floods, threatening not only community mobility but existing homes along the corridor. Kimley-Horn modeled the improvements and cut them into the County's coastal fringe model. These improvements, once constructed, will significantly lower the peak flooding stages throughout the corridor, as much as a foot in some locations. This project is set to enter construction in spring of 2020. Myrtle Street Improvements from US 41 to West of US 301, Sarasota, FL — Analyst for the Kimley-Horn team that is providing engineering services for the design of improvements to Myrtle Street from US 41 to west of US 301. The proposed roadway improvements include the widening of the existing two-lane road; adding/widening the shoulder of the roadway to include bicycle lanes, sidewalks, street lighting, landscaping, and utility coordination; and permitting. In addition, the design will include replacing the existing ditches with a closed drainage system and stormwater management facility to minimize the right-of-way acquisition along the road frontage. Other services will include preparation of right-of-way maps, parcel sketches, and easement acquisition needs. Kimley-Horn will be incorporating Low Impact Design (LID) elements into the design of this road widening project. US 301 Intersection Improvements at Erie Road, Manatee County, FL — Project analyst on the Kimley- Horn team that is preparing plans for roadway, signing, lighting, and signal improvements at the Erie Road intersection. The improvements at this intersection will bring the signal detection and timings up to date, modify signal heads, add the internally illuminated street name signs. As an analyst, co-piloted the roadway plans production and designed the proposed lighting system. Kimley»>Horn 27 Special Qualifications • Over a year of experience in roadway, drainage, water resources, and utility designs • Experience preparing construction plans and detailed engineering designs according with FDOT and/or AASHTO standards • Software skills include AutoCAD, ArcGIS, HEC-RAS, ICPR, Flowmaster, and MicroStation Relevant Experience US 41 and Diplomat Parkway East, Fort Myers, FL — Project analyst. Kimley-Horn is providing rezoning assistance, civil engineering, and landscape architecture design services to help rezone 19.4-acres of vacant land to Residential Planned Development (RPD), where approximately 285 multi -family units will be developed. Our team is preparing items for the rezoning application, including a Master Concept Plan, Surface Water Management Plan, and the map series required by the Lee County Land Development Code. The scope of services also includes preliminary schematic engineering design, on -site civil engineering, offsite roadway improvements, code minimum landscape and irrigation plans, lighting plans, public lift station design, regulatory agency approvals, and construction phase services. 59th Street West from Cortez Road to Manatee Avenue, Manatee County, FL Project analyst. The 59th Street W Corridor from Cortez Road W to Manatee Avenue W was identified in Manatee County's Capital Improvement Plan (CIP) as one of the essential corridors needing improvements to increase capacity. Kimley-Horn is providing design services for roadway, traffic engineering, traffic operations, street lighting, stormwater management, utilities, and landscape and irrigation. Our team is also assisting with permitting and public involvement. Pine Manor Neighborhood and Danley Drive Sidewalks, Lee County, FL Project analyst. Kimley-Horn provided engineering services for the design, permitting, and construction of sidewalks for the Pine Manor Neighborhood and Danley Drive in Fort Myers. The project consists of adding sidewalks and new drainage, where necessary, to five streets within the Pine Manor Neighborhood and one sidewalk along Center Road and Sixth Street in the Page Park Neighborhood making the connection to the transit stop on Danley Drive. The project will focus on providing accessible routes to existing sidewalks and further improve ADA compliant connectivity and make minor safety improvements. To facilitate sidewalk construction drainage pipe networks were required in place of the existing ditches. Drainage modeling was completed for the area to ensure no adverse affects to the area. This project is funded through the Community Development Block Grant (CDBG) Program by the U.S. Department of Housing and Urban Development (HUD). Kimley»)Horn 28 South Hammock Road from SR 66 to the Highlands County Line, Highlands County, FL — Project analyst. Kimley-Horn is providing engineering design and associated services required for the preparation of roadway resurfacing plans for South Hammock Road from SR 66 to the Highlands County Line. The scope of this project consists of roadway milling and resurfacing with isolated base repairs and roadside safety improvements. The approximate length of the project is 4.00 miles. Roadway analysis and design services include evaluation of drainage impacts, roadside safety issues, conflicts with existing features and facilities, and determination of the corresponding accommodations. Kimley-Horn is also providing permitting and post design services. CR 78 from Hidden Hammock Drive to Kirby Thompson Road, Hendry County, FL — Project analyst. Kimley-Horn is providing engineering design and associated services required for the preparation of roadway resurfacing plans for CR 78 from Hidden Hammock Drive to Kirby Thompson Road. The scope of this project consists of roadway milling and resurfacing with isolated base repairs and roadside safety improvements. The approximate length of the project is 1.45 miles. Roadway analysis and design services include evaluation of drainage impacts, roadside safety issues, conflicts with existing features and facilities, and determination of the corresponding accommodations. Kimley-Horn is also providing permitting and post design services. Tomas worked on the following projects prior to Kimley-Horn: Sanibel Causeway Shoreline Stabilization Project, Lee County, FL — Construction engineer inspector (CEI) for Johnson, Mirmiran & Thompson. Tomas reviewed and interpret plans, site layouts, specifications, and construction methods to ensure compliance to legal requirements and safety regulations. He also performed routine tests on soil material, measured dimensions, and verified the level, alignment, and elevation of structures, fixtures, grades and/or pavement to ensure compliance to plans and codes. The scope of services for the project was to enhance the beaches along islands A & B by adding erosion control structures, additional sand, and other park amenities. FLA Survey Corps, Naples FL — Land surveyor in Lee and Charlotte Counties. Tomas used measurements of surveying equipment to determine property lines, boundaries, topo, improvements, utilities, and elevations. He researched additional information about a property through titles, survey records, and land records. Tomas presented land information and details of new property owners or investors, and he settled legal disputes regarding property ownership. Using mathematics and computer software, Tomas calculated areas of land parcels and easements Kimley»)Horn 29 Special Qualifications Has over 12 years of experience in structural engineering Experience in complex bridge design, including post -tensioned pier caps, curved steel box girders, haunched prestressed beams, and post -tensioned Software Aptitude: FB Multi Pier, FDOT Beam Stability, FDOT Biaxial Column, FDOT LRFD Box Culvert, FDOT LRFD Prestressed Beam, GEOPAK, LARSA 4D (FEM), MathCAD, MicroStation, RC Pier, Smart Bridge Suite, SPWall 911 Sheet Pile Design, Shoring8, STAAD (FEM), MDX Relevant Experience Scour Analysis and Bridge Repair, Old Tampa Highway Over Shingle Creek, Osceola County, FL — Project manager. Kimley-Horn was selected by Osceola County to provide scour analysis and bridge repair services for the bridge at Old Tampa Highway over Shingle Creek. Services include scour critical bridge field review; repair plan and cost estimation; scour analysis; scour repairs; hydraulic assessment and analysis; post design services; and permit coordination with the water management district and Florida Department of Environmental Protection (FDEP), as needed. Kimley-Horn was selected by Osceola County to provide scour analysis and bridge repair services for the bridge at Old Tampa Highway over Shingle Creek. Services include scour critical bridge field review; repair plan and cost estimation; scour analysis; scour repairs; hydraulic assessment and analysis; post design services; and permit coordination with the water management district and Florida Department of Environmental Protection (FDEP), as needed. Sand Lake Road Interchange Design, Florida's Turnpike Enterprise Structural engineer -of -record for the design of a new interchange for SR 91 (Turnpike Mainline) and SR 482 (Sand Lake Road) in Orange County. The Kimley-Horn team is providing roadway, drainage, and lighting design, traffic control, utility coordination, environmental services, and permitting services. Structural design is provided for a 2-span simply support precast concrete beam bridge with skewed and flared girders supporting traffic over Florida's Turnpike. The bridge width varies along the span from 80 ft to 160 ft in width. The substructure consists of end bents and multi -column piers founded on 18" precast concrete piles. Additional design elements include temporary anchored and cantilever sheet pile walls, temporary and permanent MSE retaining walls, overhead and cantilever sign structures, box culvert extensions and mast arms. Overall bridge length is 278 ft with a maximum span of 139ft.. Kimley-Horn is leading the design services for the implementation of a new interchange at the crossing of the Florida's Turnpike and Sand Lake Road. The project includes the reconstruction of the Sand Lake Road Bridge over Florida's Turnpike and providing tolling sites for two of the four interchange ramps. Additionally, the project includes extensive coordination with Florida Gas Transmission for possible conflicts with their facilities. Kimley»)Horn 30 SR 13 (San Jose Blvd) and SR 109 (University Blvd) Signal Upgrades and SR 15 Lighting Design (Continuing Services Contract), FDOT District Two — Structural engineer for the design of 13 traffic signal updates. SR 13 (San Jose Blvd) includes seven signalized intersections from Julington Creek Road to Mandarin Road and SR 109 (University Blvd) includes six signalized intersections from Los Santos Way to Merrill Road. The two projects are upgrading the existing signalized intersections to include the flashing yellow arrow signal heads, back plates for all directions, and an additional through signal head northbound and southbound on SR 13. In addition, the SR 109 corridor includes the installation of fiber optic interconnect for the project limits to allow communication between the traffic signals and the upgrade of the existing overhead school zone flashers. 27th Street Dune Crossover, Flagler Beach, FL — Structural engineer -of -record for an emergency replacement of a timber dune crossing adjacent to 27th Street in Flagler Beach. The design of this 47 foot structure consisted of wood alternative decking supported on timber piling and spanning environmentally sensitive dune fauna. Kimley-Horn coordinated with the Department of Environmental Protection (FDEP) and U.S. Fish and Wildlife Conservation Commission (FWC) for the design of this project. Legacy Trail Extension Design, Sarasota County, FL— Project engineer. Kimley-Horn is providing Sarasota County with trail design and related engineering and landscape architectural services for the Legacy Trail Extension project from Culverhouse Nature Park to Payne Park, as well as the North Port Connector trail from the east end of pavement on Forbes Trail to Warm Mineral Springs park. For these two segments, Kimley- Horn is providing trail design and related civil engineering, structural/bridge engineering, bridge inspection, planning/landscape architecture, environmental assessment/permitting, stormwater management, utilities infrastructure, communication system, and community engagement services. The Legacy Trail Extension segment of the project (approximately 8.9 miles) consists of trail improvements along the old Seminole Gulf Railroad right-of-way and includes trail improvements, drainage, landscaping, three trailheads including lighting, seven rest stops, two trail bridges (to be inspected and evaluated for rehabilitation), numerous at grade crossing requiring signing and markings, signalization and landscape improvements along the entire trail. Additionally, this segment of the project includes utility improvements consisting of a new water main, reclaimed water main and communication conduit with fiber. Water Control Structure (WCS) 106, North Port, FL— Structural engineer for the design and permitting of a replacement control structure on the Cocoplum Waterway. The water control structure (WCS) is key component of a large portion of the City of North Port's drainage system. The structure is the most downstream control structure at the confluence of the Cocoplum Waterway and Myakkahatchee Creek. The structure maintains water levels upstream of the structure to be used as a water source for the City's water plant. In addition, the structure is critical for flood control. The design for the WCS106 replacement included six slide gates and two weir gates. The gates are all operated by electric actuators with backup systems for generator power and manual operation. The gates can be monitored and be operated remotely through a SCADA system. Closed circuit cameras and site lighting provide the ability to visually monitor the WCS 24 hours a day. The project tasks included obtaining permits from both the SWFWMD and ACOE. A key component of the design is the construction phasing plan which requires building the structure in three segments. The new WCS is located immediately upstream of the existing structure which requires that the waterway remain mostly unobstructed during contraction. Once the new structure is complete the existing structure will be removed. Scour Analysis and Bridge Repair, CR 534 over Brick Alligator Canal, Osceola County, FL— Project manager. Kimley-Horn was selected by Osceola County to provide scour analysis and bridge repair services for the bridge at CR 534 over Brick Alligator Canal. Services include scour critical bridge field review; repair plan and cost estimation; scour analysis; scour repairs; hydraulic assessment and analysis; post design services; and permit coordination with the water management district and the Florida Department of Environmental Protection (FDEP), as needed. Kimley»>Horn 31 Special Qualifications Over 19 years of experience in the design of bridges and miscellaneous traffic structures for transportation clients throughout Florida Has worked on several projects with the Florida Department of Transportation (FDOT), Florida's Turnpike Enterprise (FTE), and the Central Florida Expressway Authority (CFX) Superstructure design experience includes cast -in -place continuous flat slabs, prestressed concrete girders, steel plate girders, and prestressed concrete slab units with transverse post tensioning Substructure design experience includes bent caps and piers founded on prestressed concrete piling, steel H-piling, and drilled shafts Software proficiencies include FB-Pier, FDOT Mast Arm, FDOT Overhead and Cantilever, MicroStation, GEOPAK, RC Pier, SAP 2000, Sign Structure, Relevant Experience Center Fixed Bridge and South Fixed Bridge Replacements, Gasparilla Island Bridge Authority, Charlotte County, FL — Structures project engineer for two replacement bridges for GIBA's center fixed bridge and south fixed bridge. The center fixed bridge is approximately 672-feet long and the south fixed bridge is nearly 240-feet long. Both bridges are located on the GIBA's 2.5- mile long private road over the Boca Grande Causeway. GIBA's two fixed bridges are critical to the transportation needs of the public as they are the only land link between Placida in Cape Haze and Gasparilla Island. SR 80 Widening, FDOT District One — Structures project engineer for the widening of SR 80 from a 2-lane to 4-lane facility just east of the City of Labelle. Mr. Davis performed the design and plans preparation for which replaced the existing substandard bridge and added a twin bridge resulting in new dual bridges over the Okaloacoochee Branch. The bridges cross the Okaloacoochee Branch in a single span 115-feet long consisting of AASHTO Type V Beams on driven piles and accommodates both vehicular traffic and a multi -use trail. Project challenges included addressing the presence of "cap -rock" in the subsoils and replacement of a large box culvert. Pollard Road Extension over Peace Creek Design -Build, Polk County, FL Structures project engineer for 1.8-mile extension of Pollard Road responsible for the design and plans preparation for the bridge over Peace Creek. This was delivered on an accelerated schedule as it was needed for site access during construction of the intermodal facility. The Pollard Road Extension provides the only access to the CSX Winter Haven Intermodal Center. The 215-foot long bridge is composed of cast -in -place flat slabs founded on driven concrete piles. Over 1,300 feet of retaining wall were used at the approaches to minimize right- of-way requirements. Kimley»)Horn 32 SR 50 Widening, FDOT Districts Five and Seven — Structures project engineer for this project that involves widening eight miles of SR 50 from 2-lanes to 4-lanes from east of US 301 to east of CR 757. Mr. Davis led the design and plans preparation for a bridge over the Little Withlacoochee River and twin bridges over CSX Railroad. The river crossing is composed of five spans of AASHTO Type II Beams founded on driven concrete piles to match the configuration of the existing river crossing which will remain in place. The CSX bridges eliminate an existing at -grade rail crossing and will span the full railroad right-of-way with single spans of Florida -I 63 beams on driven concrete piles with retaining walls at the bridge end. This project required coordination with CSX and a local mining operation. The design of the MSE retaining walls included the use of a light weight fill to eliminate the need for staged -construction of the walls. 5th Street over Yacht Club Cut Bridge Replacement, New Smyrna Beach, FL — Structures project engineer responsible for the PD&E study and final design of this bridge replacement project. The facility is a 2-lane roadway providing access from the mainland to an island community and marina. The bridge typical section consists of two 9-foot lanes, with 2.5-foot shoulders and a 5-foot sidewalk with traffic railings. The bridge superstructure is comprised of a 3-span Florida Slab Beam structure consisting of 53.33-foot spans. The roadway will be reconstructed on each side of the bridge with a temporary ACROW bridge constructed to provide access during the bridge replacement. Scour and tidal influences will play a critical role in design of the structure. This project includes PD&E study, public meeting coordination, Coast Guard coordination, environmental permitting, geotechnical investigations, survey, right-of-way mapping, utility relocation, roadway, drainage, coastal hydraulics, structures, lighting and signing and pavement markings. This is a LAP project between the City of New Smyrna Beach and FDOT District Five. SR 415 over St. Johns River, FDOT District Five — Structures project engineer for the Plans Update Phase of this project which involved the 2-lane to 4-lane widening of SR 415 from the Volusia County Line to Reed Ellis Road. The original project included the structural design and plans preparation of four new bridges and the retrofitting of the main spans of the existing St. Johns River Crossing to allow for increased horizontal clearance in the navigation channel and to resist vessel impact. Led the structural design effort for plans update which involved redesigning the proposed AASHTO beam approach spans and steel plate girder main spans to Florida -I Beams for the two bridges that span the St. Johns River. This major update which required complete redesign of two major concrete bridges subject to scour affects and vessel impact. Apollo Boulevard Extension, FDOT District Five — Structures project engineer for this project that involved the widening of a portion of existing Apollo Boulevard from 2-lanes to 4-lanes and the extension of Apollo Boulevard over the Eau Gallie River. Subconsultant role included survey, right-of-way mapping, traffic engineering and structural design. The 650-foot AASHTO Type II bridge falls on a segment of roadway that includes reverse curvature and superelevation transition. Project challenges included poor soil, artesian conditions, constrained right-of-way, complex geometry and an active public involvement program. SR 408 Widening (Contract 253C), Orlando -Orange County Expressway Authority— Served as structures project engineer responsible for the design and plans production for structures for imp rovements from Conway Road to Oxalis Drive. This project included five bridge widenings, a 157-foot single span steel girder bridge and a 315-foot, 3-span continuous steel girder bridge with integral straddle bent and hammerhead piers. This project also included box culverts, mast arms and sign structures. Other critical elements for this project included drainage, support of environmental permitting, specialized roadway lighting in the area of the Orlando Executive Airport flight path, signing and marking, signalization, utilities, walls with special aesthetics and fiber optics. Kimley»)Horn 33 Kimley»)Horn 34 permitting of the County Boundary monument features. All structural analyses, load ratings, and designs will be in accordance with the FDOT Design Manual, FDOT Standard Plans for Road and Bridge Construction, and the FDOT Standard Specifications for Road and Bridge Construction. Florida's Turnpike Widening from Glades Road to Atlantic Avenue, Florida's Turnpike Enterprise Project engineer. Kimley-Horn is providing design services to widen the Turnpike from six to eight lanes. The project specific tasks included encroachment into the Lake Worth Drainage District E-2W canal to facilitate the project widening needs. Other pertinent task include bank stabilization of the E-2W canal, replacing the Yamato Bridge over the Turnpike, widening the Turnpike bridge over Clint Moore Road, replacing the bridge over the L-38 Canal, noise barrier design, lighting design, signing and pavement markings, and utility coordination. One of the primary objectives of the transportation improvements is the avoidance and relocation of the Florida Gas Transmission Gas main located within specified border width. This will require deviation from FDOT standard operating design procedures. Continuing Traffic Engineering Services on a Task Authorization Basis, Osceola County, FL — Kimley-Horn is providing a variety of traffic engineering services to the County under this continuing contract. Assistance has included signal warrant analyses, multi -way stop analyses, traffic signal design, complete streets analyses, subarea studies, arterial operational assessments, TIA reviews, and miscellaneous support. Sample projects consist of the Celebration Avenue Complete Streets Corridor Study, Osceola Parkway Arterial Analysis, speed zoning on Goodman Road, and signal designs such as at Oak Street at Central Avenue. Sand Lake Road Interchange Design, Florida's Turnpike Enterprise — Kimley-Horn is leading the design services for the implementation of a new interchange at the crossing of the Florida's Turnpike and Sand Lake Road. The project includes the reconstruction of the Sand Lake Road Bridge over Florida's Turnpike and providing tolling sites for two of the four interchange ramps. Additionally, the project includes extensive coordination with Florida Gas Transmission for possible conflicts with their facilities. Kimley»)Horn 35 Special Qualifications • Structural analyst with over one year of experience in design services for both public and private projects • Experience in analysis of pedestrian and vehicular bridges, new mast arm design, existing mast arm evaluations, new and existing strain pole design, steel sheet pile walls, retaining walls, pedestrian timber boardwalks, and bridge repairs • Software experience includes MathCAD, Bluebeam, MicrostationSS10 (FDOTSS4), LEAP Bridge Concrete, Tedds, Shoring8, Risa3D, and Revit Relevant Experience Sumter City Bridge Repair, Sumter County, FL — Team member. As part of our continuing services contract with Sumter County, Kimley-Horn is providing professional engineering services related to the preparation of repair plans to address inspection reports for six bridges. Kimley-Horn will perform a field review of each bridge and prepare a repair plan based on the observations made in the field review. Repair plans will follow the FDOT Bridge Maintenance Reference Manual. We will provide permitting and wetland delineation services and perform hydraulic assessments and analysis when necessary. CR 532 Bridge Repair Plan, Osceola County, FL — Team member. As part of our continuing services contract with Osceola County, Kimley-Horn is providing professional engineering services to complete bridge rehabilitation and bridge safety feature improvement tasks for four bridge sites along CR 532. The Kimley- Horn team is performing a field review of the bridge structure or bridge culvert, preparing a repair plan based on the observations made in the field review, and providing post design services and a Load Rating analysis. Sykes Creek Structural Improvements, Brevard County, FL — Team member. As part of our continuing services contract with Brevard County, Kimley-Horn is providing professional engineering services related to structural improvements to the Sykes Creek biosolids platform. Brevard County desires to replace the platform/ walkway spanning the area between the digester and the biosolids building. Kimley-Horn is providing structural design of the stairway and platform in conformance with the Florida Building Code. Other services include performing structural calculations, preparing permitting documents, and submitting an opinion of proposal cost with the 60%, 90%, and final design submittal. Everest GMR Community Development District, Osceola County, FL Team member. Kimley-Horn is Engineer of Record providing design services for Everest GMR Community Development District for a major four lane one and one tenth mile boulevard tentatively named Everest Place Boulevard. Services include bridge and signalization at US-192. Consulting services include associated grading, drainage, infrastructure, structures, landscape, irrigation, and hardscape designs. Kimley»)Horn 36 CR 494 over Colleen Canal, Black Creek, and Salt Water Bay, Citrus County, FL — Team member. Kimley-Horn is providing professional engineering services related to the bridge repairs for three bridges crossings: CR 494 over Colleen Canal, CR 494 over Black Creek, and CR 494 over Salt Water Bay. Services include a field review of each bridge, preparation of bridge repair plans and opinion of probable cost for each bridge, permitting, wetland delineation, benthic resource survey, and wildlife survey. Continuing Traffic Engineering Services on a Task Authorization Basis, Osceola County, FL — Team member. Kimley-Horn is providing a variety of traffic engineering services to the County under this continuing contract. Assistance has included signal warrant analyses, multi -way stop analyses, traffic signal design, complete streets analyses, subarea studies, arterial operational assessments, TIA reviews, and miscellaneous support. Sample projects consist of the Celebration Avenue Complete Streets Corridor Study, Osceola Parkway Arterial Analysis, speed zoning on Goodman Road, and signal designs such as at Oak Street at Central Avenue. Sand Lake Road Interchange Design, Florida's Turnpike Enterprise — Team member. Kimley-Horn is leading the design services for the implementation of a new interchange at the crossing of the Florida's Turnpike and Sand Lake Road. The project includes the reconstruction of the Sand Lake Road Bridge over Florida's Turnpike and providing tolling sites for two of the four interchange ramps. Additionally, the project includes extensive coordination with Florida Gas Transmission for possible conflicts with their facilities. Kimley»)Horn 37 Special Qualifications Project manager and engineer with 15 years of design experience with a specialty focus on lighting, roadway, and signing and marking design Has completed lighting design projects in every FDOT Florida counties and cities Advanced Maintenance of Traffic and Specifications Relevant Experience Madison Avenue Segment II Improvements, Hillsborough County, FL Lead project design engineer. Kimley-Horn provided roadway design services for this project, which involved the reconstruction of an existing three -lane, undivided facility to a four -lane, urban divided facility that included the Delaney Creek pop -off canal. Other project elements included stormwater management, culvert hydraulics, new storm sewer system, pond design, utilities relocation design, condition inspection of existing triple cell box culvert, load rating, culvert extensions/retrofit design, custom sidewalk/pedestrian bridge design and retrofit, as well as extensive permitting efforts with three regulatory agencies. Provided utility adjustments, locates, and relocation scheduling involved coordination efforts with eight utility owners. Burnt Store Road Design, Phase 3, Punta Gorda, FL — Project engineer for the Kimley-Horn team that provided roadway design services on this project for Charlotte County. Specifically involved with lighting design, roadway/access management, signing and marking/signalization design, maintenance of traffic, and construction engineering and inspection (CEI). Other tasks included drainage design; utility design; permitting and coordination with USACE, FDEP, Charlotte County, and SWFWMD; traffic studies; public involvement; maintenance of traffic; structural design; and landscape architecture. The Kimley-Horn team used several innovative production and design processes, including low impact development (LID), photogrammetric mapping, phased construction, and conducting design review workshops. CR 760 Phases I and II Roadway Improvements, DeSoto County, FL Project analyst on this project that involved the milling and resurfacing of an existing rural roadway facility and the addition of a paved shoulder. Our services included roadway design, signing and marking design, pavement design (including assessment of the existing pavement cross -slopes), traffic control design, and evaluation of the location of existing drainage structures for safety, drainage structure sections, quantity calculations, engineer's estimate, and internal project coordination. Phase II of this project was an FDOT Small County Outreach Paving (SCOP)-funded project. Palmona Park Sidewalks, Lee County, FL — Project manager. Kimley- Horn was retained by Lee County to design and permit improvements to sidewalks in North Fort Myers. The project was funded through the Community Development Block Grant (CDGB) program by the U.S. Department of Housing and Urban Development (HUD). This project included pedestrian and roadway Kimley»)Horn 38 improvements within the Palmona Park neighborhood along five separate corridors. This neighborhood retrofit project also included the design and conversion of open ditch drainage within the neighborhood to a closed drainage system. The project included multiple phase submittals including an inventory site analysis, program analysis, master plan development, permitting through Lee County and SFWMD, 30% and 60% design drawings, bid and construction documents, and construction administration services. Sydney Road and Valrico Road Intersection Improvements, Hillsborough County, FL — Project engineer responsible for roadway design, pavement design, intersection grading, horizontal and vertical geometry, typical sections, driveway design, signing and marking, traffic control, signalization layout, utility coordination, quantity calculations, engineer's estimate, project schedule, and internal and client coordination. Services included completing a preliminary engineering report and advancing the conceptual design to final construction plans. The intersection design involved widening an existing two-lane facility to incorporate north and southbound left -turn lanes and lengthening of the existing northbound right -turn lane. Other improvements included the addition of bike lanes, sidewalks, pedestrian features such as ADA-compliant ramps and crosswalks, signalization of the intersection, and restriping of the existing roadway as necessary to accommodate the proposed features. This was an FDOT Small County Road Assistance Program (SCRAP) - funded milling and resurfacing project. SR 263 (Capital Circle SW) from Springhill Drive to SR 371 (Orange Avenue) Multi -lane Reconstruction, FDOT District Three — Lead design engineer and lighting engineer of record. Kimley-Horn is providing a full range of roadway design services for this four -mile section of SR 263. Our tasks include public involvement, traffic analysis, maintenance of traffic, erosion control, signing and pavement marking, as well as stormwater management, design, and permitting. The project will require significant coordination with the City of Tallahassee and the Tallahassee International Airport Authority (TIAA) to ensure the design contributes a gateway entry to the City. Lead design engineer and lighting engineer of record for the reconstruction of over 4 miles of Capital Circle SW from 2-lane rural section to 6-lane urban divided typical section. This project is currently at Phase II level of completion. Apollo Beach Boulevard Extension/1-75 Flyover (Paseo Al Mar Blvd), Hillsborough County, FL — Project engineer for the Kimley-Horn team designing the extension of Apollo Beach Boulevard from US 41 to Paseo al Mar Boulevard that will result in a 4-lane facility including the bridge over 1-75 to the eastern limits of the conservation easement or approach tie -down. Extending Apollo Beach from US 41 to US 301 will serve as an alternative east/west connection ultimately reducing traffic demands on Big Bend Road. This work effort includes alignment and traffic studies; surveying; geotechnical exploration, testing, and analysis; preparing engineering reports with right-of-way maps and environmental documentation incorporating roadway, stormwater detention, and wetland mitigation requirements; permitting requirements; and determination of right-of-way requirements. Central Avenue Improvements, Naples, FL— Lighting engineer -of -record for streetscape, intersection design, lighting design, and multimodal improvements for a half mile of Central Avenue between 8th Street and Riverside Circle. Utilized detailed traffic modeling to fully assess Ianeage requirements and the resulting level of service from possible lane modifications. The goal of the projects was to provide a safe, balanced approach for all modes of travel through the corridor, including motor vehicles, bicycles, and pedestrians. Roadway improvements included milling and resurfacing, drainage upgrades to reduce flooding, utility upgrades to increase water main size and add reclaimed water service, landscaping improvements, and signalization upgrades. Kimley»)Horn 39 Special Qualifications Has more than 23 years of experience in stormwater design Has designed roadway storm sewer systems and stormwater management facilities for rural, urban, and interstate projects across Florida Areas of expertise include stormwater design, roadway storm sewer systems, pond siting analysis, stormwater management facilities, floodplain compensation, culvert design, bridge scour analysis, and permitting Has coordinated extensively with various Florida water management districts and environmental regulatory agencies to obtain construction permits Relevant Experience 9th Avenue NW from 75th Street NW to 99th Street NW, Manatee County, FL Project engineer. The project consists of the reconstruction and resurfacing of the west end of the 9th Avenue NW roadway from 75th Street NW to 99th Street NW. The project consists of construction of 10.5-foot standard vehicle lane widths, a 10-foot-wide multi -use trail, sidewalks, crosswalks, signage and striping, street lighting, piped and open drainage systems, stormwater ponds as needed, and wetland mitigation areas and/or floodplain compensation areas. The project scope also includes constructing missing sidewalk links along 9th Avenue NW from 75th Street NW to 71 st Street NW. Okeechobee Road (SR 25) from East of NW 87 Ave to NW 79 Ave, FDOT District Six — Project engineer for final design services for the reconstruction of a 3/4-mile section of Okeechobee Road in Miami -Dade County. Services include widening the existing road to four lanes in each direction; widening the NW 79th Avenue Bridge over the Miami (C-6) Canal; intersection modifications at NW 95th Street and Frontage Road; relocation of an existing BJs Wholesale Club entrance and addition of a new free -flow right -turn lane; and new access from the Frontage Road to westbound Okeechobee Road. Kimley-Horn is also responsible for all permitting; structural design; drainage design; signing and marking; signalization; lighting design; ITS system design; and landscaping along Modern Roundabout Improvement Design / PD&E for US 41 and Gulfstream, FDOT District One — Drainage engineer. Kimley-Horn performed engineering services for the state's first State -Wide Acceleration and Transformation (SWAT) project for the multi -lane roundabout. Designated as a SWAT project, the PD&E and Design efforts overlap to reduce schedule and streamline efficiency. This project included full reconstruction of the intersection to a roundabout configuration, pedestrian signals, lighting, landscape, ADA, and drainage improvements. This is the first partial three -lane roundabout in the state and due to its complexity, an emphasis has been placed on public involvement for this project. Design improvements for this constrained urban intersection addressed multi -modal transportation, pedestrian connectivity/safety enhancements and balanced roundabout performance criteria such as fastest path analysis and design vehicle movements. Due to high pedestrian volumes FDOT is implementing the use of High Intensity Activated Crosswalks or Hawk signals. Kimley»)Horn 40 1-75 Widening over Six -Mile Cypress, FDOT District One — Stormwater design engineer who completed the Bridge Hydraulics Report, including scour analysis for this bridge and completed a waterway analysis using HEC-RAS This project consists of developing a Bridge Hydraulics Report for widening the existing two bridge crossings of Interstate 75 over the Six Mile Cypress Slough in Lee County, Florida. The twin bridges are located 1.2 miles south of the Colonial Boulevard/1-75 Interchange. The current structures carry a total of four lanes of traffic (two northbound and two southbound). Sand Lake Road Interchange Design, Florida's Turnpike Enterprise, Orlando, FL — Drainage engineer. Kimley-Horn is currently providing design services for the implementation of a new interchange at the crossing of the Florida's Turnpike and Sand Lake Road. Our efforts include the design of a Modified Single Point Urban Interchange with the inclusion of four new connecting ramps and the replacement of the Sand Lake Bridge over the Turnpike. Other efforts include two new signalized intersections, new signage along Sand Lake Road and along the Florida's Turnpike (one mile south and one mile north of Sand Lake), design of two new toll plazas, and ITS reconstruction for approximately three miles (including CCTV cameras, MVDS, Variable Message Signs and trunk line design). The Kimley-Horn is providing roadway, drainage, and lighting design, traffic control, utility coordination, environmental services, and permitting services. Our team will also develop a Community Awareness Plan and lead one informational public meeting. This new interchange will enhance connectivity, provide long-term mobility options, address existing and future traffic needs, and enhance access for emergency responders and during hurricane evacuations. US 41 at Gulfstream Avenue Intersection Improvement Statewide Acceleration and Transformation (SWAT), FDOT District One — Project engineer for the design portion of this State -Wide Acceleration and Transformation (SWAT) project for the addition of a multi -lane roundabout. Designated as a SWAT project, the PD&E and design efforts overlap to reduce schedule and streamline efficiency. This project includes full reconstruction of the intersection to a roundabout configuration, pedestrian signals, lighting, landscape, and drainage improvements. This is the first partial three -lane roundabout in the state and, due to its complexity, an emphasis has been placed on public involvement. Design improvements for this constrained urban intersection address multi -modal transportation, pedestrian connectivity/safety enhancements and balanced roundabout performance. Buena Vista Boulevard Extension Preliminary Engineering Study (PES), Wildwood, FL — Drainage design engineer. Kimley-Horn prepared the Preliminary Engineering Study for the Buena Vista Boulevard Extension, from south of SR 44 to Meggison Road. The project included design traffic projects, environmental evaluations, geotechnical evaluations, preliminary drainage analysis and pond siting, and coordination with FDOT on improvements at the intersection with SR 44. Three alternative roadway alignments were evaluated based on environmental and engineering impacts, right-of-way and property impacts, public support, and costs. The Board of County Commissioner's approved the recommended alternative in September 2018. The project included public involvement activities including stakeholder coordination, a community alternatives meeting, and presentation to the Board of County Commissioners. Space Coast Trail Project Development and Environment (PD&E) Study and Final Design, FDOT District Five — Drainage engineer. Kimley-Horn was retained by FDOT District Five to conduct a PD&E study for three segments of the Space Coast Trail. Our team is evaluating the following alternatives: shared -use trails, regional trail connections, and buffered bike lanes for crossing the Haulover Canal. The preliminary assessment involves data collection and conceptual design alternatives incorporating Complete Streets into the selected areas. Environmental services include conducting habitat mapping, Florida scrub -jay surveys, gopher tortoise surveys, and writing and the submittal of National Environmental Policy Act (NEPA) documentation. Public meetings are helping to gauge the community's input regarding project development. Kimley»>Horn 41 Special Qualifications Has 18 years of experience managing, designing and permitting a large variety of projects Expertise focused on surface water resources and water quality improvement projects, as well as 319 grant coordination Experience includes basin action management plan (BMAP) planning and negotiations with municipalities and FDEP; water quality improvement projects ranging from the use of BMPs to water treatment wetlands, to pilot programs; water quality monitoring and statistical analysis; and TMDL review and implementation plans Relevant Experience Apollo Beach Boulevard Extension/1-75 Flyover (Paseo Al Mar Blvd), Hillsborough County, FL — Project engineer. Kimley-Horn is designing the extension of Apollo Beach Boulevard from US 41 to Paseo al Mar Boulevard that will result in a 4-lane facility including the bridge over 1-75 to the eastern limits of the conservation easement or approach tie -down. Extending Apollo Beach from US 41 to US 301 will serve as an alternative east/west connection ultimately reducing traffic demands on Big Bend Road. This work effort includes alignment and traffic studies; surveying; geotechnical exploration, testing, and analysis; preparing engineering reports with right-of-way maps and environmental documentation incorporating roadway, stormwater detention, and wetland mitigation requirements; permitting requirements; and determination of right-of- way requirements. Babcock Ranch Community (includes multiple phases and Watershed Master Plan), Charlotte and Lee Counties, FL — Project manager and engineer of record for the master development, design and environmental resource permitting of the surface water management system the 26+/- square mile development of regional impact. The goal of the development is to include several sustainable features including enhancing water quality, abating regional drainage issues, and developing the site in a socially responsible manner as to preserve much of the natural habitat. The site presently has obtained conceptual permitting through the SFWMD for the master stormwater management system, and approximately 900 acres have obtained construction and operation permits. The design of the surface water management system includes created wetlands, rain gardens, bioswales, an additional 50% water quality treatment, several water storage basins, control structures to enhance the hydroperiods of existing wetlands, and the addition of a conveyance to alleviate existing flow of SR 31 adjacent to the project. The water quality component of the community was recently featured on PBS NewsHour Weekend Edition hosted by Hari Sreenivasan. Central Avenue Improvements, Naples, FL — Project engineer. As part of the Central Avenue improvements project, Kimley-Horn replaced aged and undersized AC piping on a 10-inch water main. Our team also helped direct a public involvement program with local stakeholders and agency staff to obtain consensus from the community for the approved design concept. Kimley»)Horn 42 Permit coordination was required with FDOT and Collier County for drainage, pavement, and signalization enhancements at the intersections of Central Avenue with US 41 and Goodlette-Frank Road. Hendry Creek West Branch Water Quality Improvements, Fort Myers, FL — As project manager and the engineer of record, Amy is recognized as one of the leading engineers in the local community for water quality enhancement design. Amy's team is designing one of the first tidal water quality created wetlands in Southwest Florida. This project will create a stormwater park that will not only provide education to the community about stormwater though interaction but is designed to treat water flowing two directions: from the Gulf and to the Gulf. The innovative design will be a showcase project for water quality improvement in Southwest Florida. Currently, Kimley-Horn is providing continuous flow monitoring and weekly water quality monitoring of the site to gain the necessary design information to meet grant requirements. Kimley-Horn is working with Lee County and FDEP to ensure that the proper supporting documentation is being gathered and reported to FDEP for payment of the 319 grant. Iona Drainage District Canal H-7 Drainage, Phase 1, Fort Myers, FL — QC/QA reviewer. Areas adjacent to the Iona Drainage District Canal H-7 experience flooding that does not meet the Level of Service for the area. Kimley-Horn is developing proposed alternatives including modification of a weir structure and the full analysis requires an integrated groundwater / surface water model to evaluate impacts. The initial portion or the project was the development of a local scale model using both the 1 D and 2D ICPR Version 4 for the analysis of flood risk reduction projects. Data and parameters in an existing regional scale MIKESHE/11 model were used as the basis of the ICPR Version 4 model. Kimley-Horn coordinated with the Client, SFWMD, and FOOT to collect data concerning the existing drainage/stormwater management systems within the Iona Drainage District Canal H-7 watershed. This data included existing reports/studies, roadway drainage plans, utility record drawings, permit files, topographic data, NRCS soils, land use, geotechnical reports, gauge data, NEXRAD data, and past flooding documentation available. Kimley-Horn analyzed the initial data gathered and identified data gaps and locations where additional survey and geotechnical data was required to create the 1 D and 2D ICPR Version 4 model. Owl Creek Drainage Study and Remediation, Charlotte County, FL — Kimley-Horn provided design and environmental resource permitting of a conveyance to alleviate existing flooding of SR 31 in Charlotte County. In a request proposed by Lee County as a part of this drainage study, Lee County's North Fort Myers Master Plan was updated to include a more detailed approach to modeling to demonstrate regional improvements to both water quantity and water quality. The partially constructed project is anticipated to reduce localized flooding up to one foot after buildout and improve water quality within the basin by 40 percent. In the aftermath of Hurricane Irma, which produced over 12.5 inches of rainfall in 12 hours in the project location, the partially constructed system demonstrated a reduction of localized flooding of nearly 8 inches over previous recorded events in the area and provided storage and attenuation of potential flood waters to eliminate any potential concerns downstream. Multi -Basin Stormwater Assessments, Naples, FL — Principal -in -charge. Kimley-Horn is currently assisting the City of Naples in developing a stormwater basin assessment for five selected basins within the City limits. As a low-lying coastal area, the City has experienced increasing flooding incidents and has developed a long term plan to address the increasing flooding by basin. Our team is working with subconsultants WGI and ICF to develop short, medium, and long range plans to address not only the current flooding occurring in the area; but also future flooding caused by climate change, including the impacts of sea level rise, and the increasing intensity return intervals of extreme events. Also included in these efforts are the financial models that will assist the City's decision makers in determining the long term costs of sea level rise to the tax base and home values, and how changes supported by the planning efforts will mitigate those loses. Kimley»)Horn 43 Special Qualifications Water resources project engineer with 14 years of modeling and ArcGIS Special expertise with watershed management programs, hydrologic and hydraulic modeling, water resources master planning, flood control and water quality projects, and floodplain mapping Project experience with stormwater master planning; infrastructure inventory and maintenance; water quality modeling and assessment; and design and permitting including retrofit, wetland restoration, regional stormwater treatment facilities, and water quality projects Relevant Experience Legacy Trail Extension Design, Sarasota County, FL — Project engineer. Kimley-Horn is providing Sarasota County with trail design and related engineering and landscape architectural services for the Legacy Trail Extension project from Culverhouse Nature Park to Payne Park, as well as the North Port Connector trail from the east end of pavement on Forbes Trail to Warm Mineral Springs park. For these two segments, Kimley-Horn is providing trail design and related civil engineering, structural/bridge engineering, bridge inspection, planning/landscape architecture, environmental assessment/permitting, stormwater management, utilities infrastructure, communication system, and community engagement services. Central Avenue Improvements, Naples, FL — Project engineer. Kimley-Horn provided streetscape, intersection design, lighting design, and multimodal improvements for a half mile of Central Avenue between 8th Street and Riverside Circle. Detailed traffic modeling was utilized to fully assess laneage requirements and the resulting level of service from possible lane modifications. The goal of the project was to provide a safe, balanced approach for all modes of travel through the corridor, including motor vehicles, bicycles, and pedestrians. Roadway improvements included milling and resurfacing, drainage upgrades to reduce flooding, utility upgrades to increase water main size and add reclaimed water service, landscaping improvements, and signalization upgrades. Our team helped direct a public involvement program with local stakeholders and agency staff to obtain consensus from the community for the approved design concept. Permit coordination was required with FDOT and Collier County for pavement, drainage, and signalization enhancements at the intersections of Central Avenue with US 41 and Goodlette-Frank Road. SR 263 (Capital Circle SW) from Springhill Drive to SR 371 (Orange Avenue) Multi- Lane Reconstruction, FDOT District Three — Project engineer. Kimley-Horn is providing a full range of roadway design services for this four - mile section of SR 263. Our tasks include public involvement, traffic analysis, maintenance of traffic, erosion control, signing and pavement marking, as well as stormwater management, design, and permitting. The project will require significant coordination with the City of Tallahassee and the Tallahassee International Airport Authority (TIAA) to ensure the design contributes a gateway Kimley»)Horn 44 entry to the City. Kimley-Horn provided professional services for the reconstruction of over 4 miles of Capital Circle SW from 2-lane rural section to 6-lane urban divided typical section. Project includes full reconstruction, relocation of all utilities along the corridor, new drainage system, and access management improvements. Apollo Beach Boulevard Extension/1-75 Flyover (Paseo Al Mar Blvd), Hillsborough County, FL Project engineer. Kimley-Horn is designing the extension of Apollo Beach Boulevard from US 41 to Paseo al Mar Boulevard that will result in a 4-lane facility including the bridge over 1-75 to the eastern limits of the conservation easement or approach tie -down. Extending Apollo Beach from US 41 to US 301 will serve as an alternative east/west connection ultimately reducing traffic demands on Big Bend Road. This work effort includes alignment and traffic studies; surveying; geotechnical exploration, testing, and analysis; preparing engineering reports with right-of-way maps and environmental documentation incorporating roadway, stormwater detention, and wetland mitigation requirements; permitting requirements; and determination of right-of-way requirements. SW 49th Avenue/SW 40th Avenue, Phases 2 and 3, Marion County, FL — Project engineer. Kimley-Horn was retained to provide full design and permitting services for SW 49th Avenue/SW 40th Avenue, Phases 2 and 3. Kimley-Horn provided full surveying services, environmental field work, full roadway design, permitting services, and bid administration. The project is a four -lane divided highway with two signalized intersections just west of 1-75 that will provide an important north -south collector roadway in this part of Marion County. As part of our services, Kimley-Horn will present the final design plans at a public meeting and to the Board of County Commissioners. Value is being added by Kimley-Horn's suggestion that horizontal and vertical curvature be designed for a higher design speed so that in the future if the County elects to perform a speed study and raise the speed limit, the roadway design will support it. Lee County Iona Drainage District Canal H-7 Drainage, Phase 1, Fort Myers, FL — Project manager. Areas adjacent to the Iona Drainage District Canal H-7 experience flooding that does not meet the Level of Service for the area. Kimley-Horn is developing proposed alternatives including modification of a weir structure and the full analysis requires an integrated groundwater / surface water model to evaluate impacts. The initial portion or the project was the development of a local scale model using both the 1 D and 2D ICPR Version 4 for the analysis of flood risk reduction projects. Data and parameters in an existing regional scale MIKESHE/11 model were used as the basis of the ICPR Version 4 model. Kimley-Horn coordinated with the Client, SFWMD, and FOOT to collect data concerning the existing drainage/stormwater management systems within the Iona Drainage District Canal H-7 watershed. This data included existing reports/studies, roadway drainage plans, utility record drawings, permit files, topographic data, NRCS soils, land use, geotechnical reports, gauge data, NEXRAD data, and past flooding documentation available. Kimley-Horn analyzed the initial data gathered and identified data gaps and locations where additional survey and geotechnical data was required to create the 1 D and 2D ICPR Version 4 model. Hendry Creek West Branch Water Quality Improvements, Fort Myers, FL — Project engineer. Kimley-Horn is providing professional engineering services for the design and permitting of a facility within Hendry Creek watershed that is intended to provide water quality benefits for the community. Specific services include an overall assessment of existing conditions, alternative analysis of multiple preliminary design concepts, permitting, and construction phase services. Harbor Acres Alternative Analysis, Sarasota, FL — Project engineer for the enhancements to the existing stormwater treatment system within the Harbor Acres development. The development was originally designed in the 1940's, and there are currently seventeen outfall pipes of varying size and material. Previous studies revealed that the drainage system is currently deficient for the roads Level of Service (LOS). Kimley-Horn is providing professional engineering services for the modeling and analysis of the original design conditions using 1940 aerial maps. The team is analyzing and modeling current conditions and "build out" conditions. Kimley»>Horn 45 Kimley»)Horn 46 erosion control, signing and pavement marking, as well as stormwater management, design, and permitting. The project will require significant coordination with the City of Tallahassee and the Tallahassee International Airport Authority (TIAA) to ensure the design contributes a gateway entry to the City. Kimley-Horn provided professional services for the reconstruction of over 4 miles of Capital Circle SW from 2-lane rural section to 6-lane urban divided typical section. Project includes full reconstruction, relocation of all utilities along the corridor, new drainage system, and access management improvements. US 41 at Gulfstream Avenue Intersection Improvement Statewide Acceleration and Transformation (SWAT), FDOT District One —Project analyst for the design portion of this State -Wide Acceleration and Transformation (SWAT) project for the addition of a multi -lane roundabout. Designated as a SWAT project, the PD&E and design efforts overlap to reduce schedule and streamline efficiency. This project includes full reconstruction of the intersection to a roundabout configuration, pedestrian signals, lighting, landscape, and drainage improvements. This is the first partial 3-lane roundabout in the state and, due to its complexity, an emphasis has been placed on public involvement. Design improvements for this constrained urban intersection address multi -modal transportation, pedestrian connectivity/safety enhancements and balanced roundabout performance. West Dearborn Street and South McCall Road Improvements, Englewood, FL — Project analyst. Kimley- Horn was retained by Sarasota County to complete the West Dearborn Street and South McCall Road improvements project. This project consists of the reconstruction of the downtown Englewood corridor along West Dearborn Street from Indiana Avenue to Old Englewood Road. This multi -faceted project included heavy public involvement and visioning which was aided by Kimley-Horn's fly through and graphics presentations outlining concepts and developing the visions based on public input. The project included the addition of more than 60 new parking spaces and the conversion of existing parking to pervious parking fields. In addition, landscape, hardscape, lighting, and wayfinding signing were included as part of the project. A gateway feature which spans the roadway was custom designed and included to establish the sense of place when users arrive along the corridor. Kimley-Horn also designed over a mile of retrofitted drainage improvements along South McCall Road. The South McCall Road area of Englewood routinely floods, threatening not only community mobility but existing homes along the corridor. Kimley-Horn modeled the improvements and cut them into the County's coastal fringe model. These improvements, once constructed, will significantly lower the peak flooding stages throughout the corridor, as much as a foot in some locations. 9th Avenue NW from 75th Street NW to 99th Street NW, Manatee County, FL — Project analyst. The project consists of the reconstruction and resurfacing of the west end of the 9th Avenue NW roadway from 75th Street NW to 99th Street NW. The project consists of construction of 10.5-foot standard vehicle lane widths, a 10-foot-wide multi -use trail, sidewalks, crosswalks, signage and striping, street lighting, piped and open drainage systems, stormwater ponds as needed, and wetland mitigation areas and/or floodplain compensation areas. The project scope also includes constructing missing sidewalk links along 9th Avenue NW from 75th Street NW to 71 st Street NW. Pine Manor Neighborhood and Danley Drive Sidewalks, Fort Myers, FL — Project analyst. Kimley-Horn provided engineering services for the design, permitting, and construction of sidewalks for the Pine Manor Neighborhood and Danley Drive in Fort Myers. The project consists of adding sidewalks and new drainage, where necessary, to five streets within the Pine Manor Neighborhood and one sidewalk along Center Road and Sixth Street in the Page Park Neighborhood making the connection to the transit stop on Danley Drive. The project will focus on providing accessible routes to existing sidewalks and further improve ADA compliant connectivity and make minor safety improvements. To facilitate sidewalk construction drainage pipe networks were required in place of the existing ditches. Drainage modeling was completed for the area to ensure no adverse affects to the area. This project is funded through the Community Development Block Grant (CDBG) Program by the U.S. Department of Housing and Urban Development (HUD). Kimley»)Horn 47 Special Qualifications • Has more than 21 years of experience in managing and conducting biological assessments, GIS, photointerpretation, and related studies • Experienced in environmental assessment, mitigation plans, project management, wetland and protected species surveys, NEPA documentation and permitting Authorized Gopher Tortoise Agent for survey, bucket traps, live traps, hand shovel excavation, backhoe excavation, and mark, transport, and release Knowledgeable of the NEPA process and PD&E guidelines used for development of transportation projects by FDOT Direct experience conducting protected species surveys for the Florida panther, crested caracara and nests, Florida scrub -jay, Big Cypress fox squirrel, gopher tortoise, red -cockaded woodpecker, wood stork, Florid bonneted bat, sand skink West Indian manatee, bald eagle, Florida sandhill crane nests, protected wetland dependent and shore birds, southeastern American kestrel, and burrowing owls Relevant Experience Apollo Beach Boulevard Extension/1-75 Flyover, Hillsborough County, FL Environmental scientist. Kimley-Horn was retained by Hillsborough County to provide professional engineering services for the extension design of Apollo Beach Boulevard from US 41 to Paseo al Mar Boulevard. This extension will result in a four -lane facility including the bridge over 1-75 to the eastern limits of the conservation easement. Our tasks include permitting, wetland delineation, preparing mitigation plans, and coordinating and modifying conservation easement with multiple agencies. Extending Apollo Beach from US 41 to US 301 will serve as an alternative east/west connection which will ultimately reduce traffic demands on Big Bend Road. This work effort includes alignment and traffic studies; surveying; geotechnical exploration, testing, and analysis; preparation of engineering reports with right-of-way maps and environmental documentation incorporating roadway, stormwater detention, and wetland mitigation requirements; permitting requirements; and determination of right- of-way requirements. Permitting agencies include the Southwest Florida Water Management District (SWFWMD) and the U.S. Army Corps of Engineers (USACE). East Selmon Expressway PD&E Study, Tampa Hillsborough Expressway Authority — Environmental scientist. The Tampa Hillsborough Expressway Authority (THEA) retained Kimley-Horn to conduct a Project Development and Environmental (PD&E) Study to evaluate the needs, costs, and effects of widening the Selmon Expressway from Brorein Street to 1-75 to accommodate future traffic, improve travel time reliability, and enhance safety conditions. New ramp connections between the general use lanes and reversible express lanes are also being considered. Kimley-Horn is responsible for all engineering, environmental, and public involvement efforts in support of the PD&E documentation. Kimley»)Horn 48 SR 29 PD&E Study from North of SR 82 to South of CR 80A, FDOT District One — Environmental scientist in charge of assessing wetland impacts and evaluation impacts of wetlands for various alternatives. In addition, she also compiled the PD&E documents for the wetlands, coordinated with various agencies, and created GIS documents for the report. This project involved an impact analysis and study of design alternatives for the widening of 23 miles of SR 82 from two lanes to six lanes. Environmental concerns included wetlands and protected species such as the Florida panther, gopher tortoise, indigo snake, wading birds, bald eagle, wood stork, and crested caracara. SR 82 PD&E Study from CR 884 to SR 29, FDOT District One — Environmental scientist who assisted with surveys for protected wildlife and plants, evaluation of existing habitats and land use, and wetland assessments. This project involved an impact analysis and study of design alternatives for the widening of 18 miles of SR 82 from two to six lanes. Environmental concerns included wetlands and protected species such as the Florida panther, gopher tortoise, indigo snake, wading birds, bald eagle, wood stork, and crested caracara. CR 876 Golden Gate Boulevard from Wilson Boulevard to DeSoto Boulevard, FDOT District One Environmental scientist who assisted in habitat assessment and land use verification and compilation of permits. This project involved the widening of a six -mile stretch of Golden Gate Boulevard from Wilson Boulevard to DeSoto Boulevard. Stormwater management for water quality treatment and water quantity (attenuation) was provided by the construction of wet detention ponds. Environmental concerns included protected species, specifically the Florida Panther, and wetland impacts. C-43 West Storage Reservoir, SFWMD CERP Project, Hendry County, FL — As one of the Acceler8 Comprehensive Everglades Restoration Projects, the C-43 project aims to improve water quality with the construction of an 11,000-acre reservoir that will collect water from Lake Okeechobee (via the Caloosahatchee River) for planned releases back into the river and downstream estuarine system. Environmental concerns include habitat utilization by the Florida panther, West Indian manatee, Audubon's crested caracara, snail kite, wood stork, eastern indigo snake, and gopher tortoise. Sarah assisted with surveying and monitoring of caracara nests as well as conducting a survey for panther prey species and summarizing the findings as part of the report documentation. 1-75 PD&E Study from South of US 301 to North of Fletcher Avenue, FDOT District Seven — Project manager who oversaw and conducted wetland identification and characterization surveys, protected wildlife surveys, and compilation of WEBAR documents. This project involved an impact analysis and study of design alternatives for the widening of approximately 12 miles of 1-75. SR 659 (Combee Road) PD&E Study from US 98 to Skyview Drive, FDOT District One — Environmental scientist providing evaluation of roadway alternatives with respect to wetland and protected species involvement and documentation of findings in NEPA Natural Resources Evaluation report. Kimley-Horn is performing a PD&E study to prepare design alternatives for the corridor that accommodate pedestrians and bicycles, improve transit faculties, and optimize vehicle access. The study team will analyze and assess the project's impact on the social, economic, cultural, natural, and physical environment to develop the location and design concept acceptance (LDCA) of the project in accordance with MOT policy, procedures, and requirements. Environmental tasks included habitat assessment, wetland quality assessment, potential protected species involvement, Natural Resource Evaluation report, Pond Siting Report, and alternatives analysis evaluation for wetland and protected species. Kimley»)Horn 49 Special Qualifications Has more than 7 years of experience conducting environmental investigations for public and private sector projects Has more than 5 years of experience coordinating and managing environmental projects Experienced in environmental assessments, mitigation planning, project management, wetland and protected species surveys, and state and federal permitting throughout the US Relevant Experience Apollo Beach Boulevard Extension/1-75 Flyover (Paseo Al Mar Blvd), Hillsborough County, FL — Environmental scientist. Kimley-Horn is designing the extension of Apollo Beach Boulevard from US 41 to Paseo al Mar Boulevard that will result in a 4-lane facility including the bridge over 1-75 to the eastern limits of the conservation easement or approach tie -down. Extending Apollo ultimately reducing traffic demands on Big Bend Road. This work effort includes alignment and traffic studies; surveying; geotechnical exploration, testing, and analysis; preparing engineering reports with right-of-way maps and environmental documentation incorporating roadway, stormwater detention, and wetland mitigation requirements; permitting requirements; and determination of right-of-way requirements. East Selmon Expressway PD&E Study, Tampa Hillsborough Expressway Authority — Environmental analyst. The Tampa Hillsborough Expressway Authority (THEA) retained Kimley-Horn to conduct a Project Development and Environmental (PD&E) Study to evaluate the needs, costs, and effects of widening the Selmon Expressway from Brorein Street to 1-75 to accommodate future traffic, improve travel time reliability, and enhance safety conditions. New ramp connections between the general use lanes and reversible express lanes are also being considered. Kimley-Horn is responsible for all engineering, environmental, and public involvement efforts in support of the PD&E SR 263 (Capital Circle SW) from Springhill Drive to SR 371 (Orange Avenue) Multi -lane Reconstruction, FDOT District Three — Environmental analyst. Kimley-Horn is providing a full range of roadway design services for this four - mile section of SR 263. Our tasks include public involvement, traffic analysis, maintenance of traffic, erosion control, signing and pavement marking, as well as stormwater management, design, and permitting. The project will require significant coordination with the City of Tallahassee and the Tallahassee International Airport Authority (TIAA) to ensure the design contributes a gateway entry to the City. Kimley-Horn provided professional services for the reconstruction of over 4 miles of Capital Circle SW from 2-lane rural section to 6-lane urban divided typical section. Project includes full reconstruction, relocation of all utilities along the corridor, new drainage system, and access management improvements. Kimley»)Horn 50 Central Polk Parkway from US 17 to State Road 60, Florida's Turnpike Enterprise (FTE), Polk County, FL Environmental analyst. Kimley-Horn is providing roadway design services and NexGEN plans for design of a new 4-lane divided limited access toll facility, including an interchange at US 17 (State Road 35) and a new at -grade intersection at State Road 60. This is a pilot project for FTE with the objective of delivering a fully integrated three-dimensional electronic model of the new road. Two-dimensional NexGEN large format plans will be produced to convey the design intent with internal and external stakeholders of information that does not lend itself to the three-dimensional model. County Line Farms Mixed Use Development, Plant City, FL — Environmental scientist. Kimley-Horn is currently providing professional engineering consulting services and environmental services for this commercial warehouse project in Hillsborough County. The first phase was completed in 2021, with the current a 1,204,632-square-foot warehouse/distribution facility and associated infrastructure, and the second phase is underway. Our specific services for this project include natural resource assessment, design and permitting of on -site created wetlands, gopher tortoise survey and relocation, coordination with U.S. Fish and Wildlife Service (FWS) and the Florida Wildlife Conservation Commission (FWC), site due diligence, subconsultant coordination, and permitting services with the Florida Department of Environmental Resource (FDEP), Southwest Florida Water Management District (SWFWMD), and Hillsborough County's Environmental Protection Committee (EPC). State Road 659 (Combee Road) Project Development and Environment (PD&E) Study, FDOT District One — Environmental analyst. Kimley-Horn is performing a PD&E study to prepare design alternatives for the 1.4-mile corridor to accommodate pedestrians and bicycles, improve transit facilities, and optimize vehicle access. The study team will analyze and assess the project's impact on the social, economic, cultural, natural, and physical environment to develop the location and design concept acceptance (LDCA) of the project in accordance with FDOT policy, procedures, and requirements. Two build alternatives are under evaluation to determine the best way improve traffic operations. FDOT is considering roundabout intersections that have been shown to have safety and traffic operation benefits for all roadway users. Concept, Feasibility & Mobility Study for the Osceola-Brevard County Connectors, Orlando, FL Environmental analyst. Kimley-Horn conducted a Concept, Feasibility and Mobility Study for this project which consisted of two potential expressway corridors recommended for further study by the East Central Florida Corridor Task Force (ECFCTF) to connect Orlando International Airport/Lake Nona area to Northern Brevard County (Corridor D) and Central/Southern Brevard County (Corridor F). The study included development and evaluation of alternatives within selected corridors, and documentation of physical, natural, social and cultural environments and potential impacts of proposed improvements. The analysis addressed economic and engineering feasibility; mobility capacity and LOS; conceptual roadway and structure geometry; potential interchanges; and intersection improvements. Stakeholder outreach was extensive, consisting of 30 meetings with a range of agencies and stakeholders. Ridgewood Lakes, Phase 1, Polk County, FL — Environmental analyst. Kimley-Horn is providing professional engineering services for this 350-unit multifamily apartment complex, located on 24.79 acres on the northern side of Ernie Caldwell Boulevard in Polk County. Our services include permitting with the Southwest Florida Water Management District (SWFWMD) Environmental Resource Permit (ERP), environmental site assessment, site reconnaissance, boundary and topographic survey, wetland delineation survey, tree survey, and traffic impact analysis (TIA). Kimley»>Horn 51 Special Qualifications Has 19 years of project engineering experience Experience in Highway Capacity Software (HCS) and Synchro software packages Experience with the Simplified Trips on Projects Software (STOPS) transit model and the Southeast Regional Planning Model (SERPM), Treasure Coast Regional Planning Model (TCRPM), and Northeast Regional Planning Model (NERPM) based on the Florida Standard Urban Transportation Model Structure (FSUTMS) Relevant Experience Okeechobee Road (SR 25) from East of NW 87 Ave to NW 79 Ave, FDOT District Six — Project engineer for final design services for the reconstruction of a 3/a-mile section of Okeechobee Road in Miami -Dade County. Services include widening the existing road to 4 lanes in each direction; widening the NW 79th Avenue Bridge over the Miami (C-6) Canal; intersection modifications at NW 95th Street and Frontage Road; relocation of an existing BJs Wholesale Club entrance and addition of a new free -flow right -turn lane; and new access from the Frontage Road to westbound Okeechobee Road. Kimley-Horn is also responsible for all permitting; structural design; drainage design; signing and marking; signalization; lighting design; ITS system design; and landscaping along the corridor. PD&E Study for Jupiter Bascule Bridge Replacement, SR 5/US 1/Federal Highway from CR A1A to Beach Road, FDOT District Four —Traffic engineer. Kimley-Horn was retained by District Four to conduct a PD&E study for the Jupiter Bridge (No. 930005) on US 1/ Federal Highway between CR Al and Beach Road in Palm Beach County. Our team is evaluating the following alternatives: 1) Bridge rehabilitation; 2) Bridge replacement, high level, mid- level, low level, includes various alignment alternatives; 3) No -build. The various alignment and build alternatives will include consideration for a temporary bridge, full bridge closure, or phased construction with traffic on the existing bridge. Each alternative above will evaluate bringing the bridge up to FDOT standards including options to accommodate pedestrians and bicyclists. Districtwide Traffic Safety Studies, FDOT District Two —Project engineer for Kimley-Horn's current FDOT District Two Districtwide Traffic Safety Studies contract for which we have completed numerous assignments. The projects include performing studies and developing solutions to crash problems within District Two on state roads. Types of studies included signal warrant analyses, intersection studies, and arterial studies. The following list of projects highlights some examples of work assignments we have completed: Safety and Operational Intersection Studies, FDOT District Two — Various intersections throughout the District were analyzed for potential safety and operational improvements. Locations include SR 134 (103rd Street) at Firestone Road and 1-295, SR 10 (Atlantic Boulevard) at SR 109 (University Boulevard), and SR 10A (Union Street) at Davis Street. Kimley»)Horn 52 Old St. Augustine Road Arterial and Interstate Ramp Study, FDOT District Two — Studied arterial safety and operations along Old St. Augustine Road from the intersection of Bartram Park Boulevard east to the intersection of the Baptist Medical Center South Driveway. The four signalized intersections were analyzed along with the eastbound weave section along Old St. Augustine Road between the two loop ramps. The interstate ramps were additionally studied to determine any existing safety and operational deficiencies at the merge and diverge areas and the acceleration and deceleration lanes. Fatal Crash Reviews, FDOT District Two — Reviewed all fatal crashes that occurred within the District from 2007 to 2009 to determine if any roadway characteristics could be considered a contributory cause of the crashes. The fatal database was updated with verified crash data and summaries of the crash report narratives. Field visits and detailed crash histories were compiled for locations warranting additional research Districtwide Traffic Operations Studies, FDOT District Six — Project manager since June 2015. The contract focuses on the development of various traffic operations and safety studies including signal and left -turn phase warrant analyses, data collection, traffic signal and arterial analyses, and safety tasks including fatal crash reviews and high crash site safety studies. Districtwide Traffic Operations 3R Safety Reviews, FDOT District Four — Performed field reviews, crash data analysis, and traffic operational analysis for intersections and corridors. Other duties included writing technical reports, developing improvement alternatives, and providing recommendations based on the operational analysis of the alternatives. Districtwide Traffic Operations Safety Studies, FDOT District Four — Project engineer for a contract that is performing task work orders ranging from safety studies, safety reviews, fatal crash reviews, lighting assessments, minor designs, crosswalk warrant analysis, operational analysis, and qualitative assessments. Involves in all facets of the contract including field reviews, countermeasure development, economic analysis, documentation, stakeholder coordination, presentations, scope development, and subconsultant management. Roberts Road Improvement Study, St. Johns County, FL — Project engineer for this improvement study of Roberts Road in northwest St. Johns County. The study limits of the project included Roberts Road from Longleaf Pine Parkway to SR 13. The purpose of the study was to evaluate safety, operational, and geometric deficiencies, and recommend improvements for the study intersections and the collector as a whole. The primary goal of these improvements was to increase the safety while also improving the operational and geometric characteristics of the corridor. This assessment was based on peak hour turning movement counts, three years of crash data, observations made during field reviews, field data collection, and drainage data. Recommendations were made for short- and long-term improvements with estimated construction costs. Midway Road (CR 712) from Glades Cutoff Road (CR 709) to Selvitz Road (CR 615) PD&E Study, St. Lucie, FL —Traffic engineer. Kimley-Horn was a major subconsultant on this 1.6-mile segment of Midway Road. The project included evaluating the widening of Midway Road from 2 to 4 lanes as well as a concept study for a new interchange with the Florida's Turnpike. Kimley-Horn was responsible for all traffic analyses, structures evaluations, and environmental (socio-cultural, wetland and endangered species - including extensive Audubon's caracara surveys) evaluations. In addition, Kimley-Horn was responsible for preparing the interchange concept report and coordinating the results with Florida's Turnpike Enterprise. Kimley»)Horn 53 Special Qualifications Has nine years of experience as a transportation analyst Traffic operations and design experience including traffic operations analyses, signal timing optimization, travel time studies, signal design and modification, maneuverability analyses, turn -lane analyses, all -way stop control analyses, and signal warrant analyses Experience in design software's such as MicroStation, AutoCAD, Synchro, Relevant Experience Okeechobee Road (SR 25) from East of NW 87 Ave to NW 79 Ave, FDOT District Six — Project engineer for final design services for the reconstruction of a 3/4-mile section of Okeechobee Road in Miami -Dade County. Services include widening the existing road to 4 lanes in each direction; widening the NW 79th Avenue Bridge over the Miami (C-6) Canal; intersection modifications at NW 95th Street and Frontage Road; relocation of an existing BJs Wholesale Club entrance and addition of a new free -flow right -turn lane; and new access from the Frontage Road to westbound Okeechobee Road. Kimley-Horn is also responsible for all permitting; structural design; drainage design; signing and marking; signalization; lighting design; ITS system design; and landscaping along the corridor. US 41 at Gulfstream Avenue Intersection Improvement Statewide Acceleration and Transformation (SWAT), FDOT District One — Project analyst. Kimley-Horn led the PD&E portion of this State -Wide Acceleration and Transformation (SWAT) project for the addition of a multi -lane roundabout. Designated as a SWAT project, the PD&E and design efforts overlap to reduce schedule and streamline efficiency. This project includes full reconstruction of the intersection to a roundabout configuration, pedestrian signals, lighting, landscape, and drainage improvements. This is the first partial 3-lane roundabout in the state and, due to its complexity, an emphasis has been placed on public involvement. Design improvements for this constrained urban intersection address multi -modal transportation, pedestrian connectivity/safety enhancements and balanced roundabout performance. Las Olas Boulevard and Colee Hammock Neighborhood Traffic Calming, Fort Lauderdale, FL — Project engineer. Kimley-Horn assisted the City with preliminary designs for the reconfiguration of Las Olas Boulevard, which resulted in the City implementing a pilot project for temporary lane elimination and buffered bike lanes. Our services also addressed traffic circulation, safety, multimodal mobility, and quality -of -life issues along the Las Olas Boulevard corridor (from just west of the Himmarshee Canal to the Intracoastal Waterway Bridge). The project also included a traffic calming study for the Colee Hammock neighborhood. Improvements included enhanced crosswalks, raised intersection, and warning lights for improved safety. For Colee Hammock, our team provided plans for roadway design, signing and pavement markings, lighting improvements, and permitting application preparation. Kimley-Horn also provided post -design construction services. Kimley»)Horn 54 Wiles Road Design from Rock Island Road to US 441 (SR 7), Coral Springs, FL — Project engineer on the Kimley-Horn team selected by the Broward County Engineering Division to prepare complete contract plans for the reconstruction and widening of Wiles Road as a six -lane divided urban arterial from Rock Island Road to US 441 (SR 7). Broward County and FDOT are sharing in the cost of improvements which include drainage, lighting, landscaping, irrigation, bicycle lanes, signalization, utility coordination, and detailed traffic control plans. Districtwide Traffic Operations 311 Safety Reviews, FDOT District Four — Project analyst for a contract that involves a holistic approach to traffic enhancements in concert with planned roadway construction projects to improve safety of the District's roadways. This contract requires review of ongoing 3R projects, identification of safety -related issues, examination of infrastructure countermeasures and/or potential public marketing/education campaigns, and development of an implementation plan to address the identified deficiency. Tasks assigned include: safety studies, 3R safety reviews, road safety audits, an education/ marketing campaign to address pedestrian crashes on a major arterial and a needs assessment for a centralized database of traffic volume counts. Other duties include review of fatal crashes, field crash reviews, conflict analysis, safe curve speed studies, spot speed studies, gap studies, parking and pedestrian studies, sight distance studies, signal warrant analyses, intersection and arterial studies, data collection and lighting evaluations. Districtwide Traffic Operations Safety Studies, FDOT District Four — Project engineer for a contract that is performing task work orders ranging from safety studies, safety reviews, fatal crash reviews, lighting assessments, minor designs, crosswalk warrant analysis, operational analysis, and qualitative assessments. Involves in all facets of the contract including field reviews, countermeasure development, economic analysis, documentation, stakeholder coordination, presentations, scope development, and subconsultant management. Districtwide Traffic Operations Studies, FDOT District Six —Project analyst for a contract focusing on the development of various traffic operations and safety studies for both intersections and arterials within the District. Task Work Orders under this contract consist of traffic operations studies including VISSIM microsimulation bottleneck analyses, signal and left -turn phase warrant analyses, data collection, traffic signal and arterial analyses, and safety tasks including fatal crash reviews and high crash site safety studies. Pinecrest Village Transportation Master Plan, Pinecrest, FL — Project engineer for the development of a Village wide transportation master plan. Project includes the identification, development, and conceptual design of improvements along corridors and intersections focusing on traffic operations, traffic calming, and multimodal enhancements. Tasks include operational analysis, future traffic forecasting, improvement design, public outreach and cost estimating. SR 992/SW 152 Street/Coral Reef Drive, Bicycle/Pedestrian Facilities Inventory and Analysis, FDOT District Six — Project analyst. Kimley-Horn is identifying, developing, and evaluating potential improvements that will address the existing and future mobility, traffic operations, and multimodal needs in the area. Bicycle and Pedestrian Safety Analysis, FDOT District Four — Project engineer for a bicycle and pedestrian safety analysis performed under our Districtwide Modal Development Consultant Contact. Responsible for collecting bicycle/pedestrian crash data and creating illustrations, such as graphs and tables, to help identify crash patterns and trends. Drafted a report identifying crash frequencies and patterns to help propose measures to reduce bicycle/pedestrian injuries and fatalities. Kimley»)Horn 55 Special Qualifications More than 15 years of experience in roadway design and plans preparation for arterials and limited access highways across Florida Proficient in Microstation, GEOPAK, and AutoCAD Relevant Experience Okeechobee Road (SR 25) from East of NW 87 Ave to NW 79 Ave, FDOT District Six — Design analyst for final design services for the reconstruction of a 3/4-mile section of Okeechobee Road in Miami -Dade County. Services include widening the existing road to 4 lanes in each direction; widening the NW 79th Avenue Bridge over the Miami (C-6) Canal; intersection modifications at NW 95th Street and Frontage Road; relocation of an existing BJs Wholesale Club entrance and addition of a new free -flow right -turn lane; and new access from the Frontage Road to westbound Okeechobee Road. Kimley-Horn is also responsible for all permitting; structural design; drainage design; signing and marking; signalization; lighting design; ITS system design; and landscaping along the corridor. SR 826 Connector at Golden Glades Interchange and Various Ramps, FDOT District Six — Project analyst. Kimley-Horn is providing drainage, ITS, signalization, lighting, and minor structural design services as a subconsultant to another firm. The Golden Glades Interchange (GGI) provides connectivity to six major arterials and limited access expressway facilities including I-95, SR 826/Palmetto Expressway, Florida's Turnpike, SR 7/US 441, and NW 167th Street. The GGI has a direct impact on inter -county travel between Miami - Dade, Broward and Palm Beach counties and serves as the backbone for the transportation of goods, services, and the traveling public in South Florida. The South Florida Rail Corridor (SFRC) also traverses the interchange area. SR 826 Palmetto Expressway from N Canal C-8 Bridge 162 Street to East of NW 67 Avenue, FDOT District Six — Lighting design engineer. The project includes full roadway construction of SR 826, eastbound and westbound frontage roads including the interchange for SR 826 at NW 67 Avenue as a Single Point Urban Interchange (SPUI). SR 826 is to be widened to one Express lane, one inside auxiliary lane, three general purpose lanes, and one outside auxiliary lane with 12-foot inside and outside shoulders. Frontage Road typical section includes two lanes with a bike lane, curb and gutter and sidewalk. Florida Gas Transmission (FGT), numerous overhead and underground utilities are located within project limits. Services provided include lighting analysis and design and drainage analysis and design. Reconstruction of Krome Avenue from South of SW 296 St to South of SW 232 St, FDOT District Six — Lighting design analyst for the team providing roadway, signing and marking, signalization, lighting, structures and landscape design. This project is part of the Krome Avenue South Corridor and has several environmentally sensitive areas. This segment of Krome Avenue handles part of the main freight activity in South and West Miami -Dade County, with a daily truck percentage of 15%. Kimley»)Horn 56 �'a • p4a. C-478 from US 301 to SR 471, Bushnell, FL — Project engineer. Kimley-Horn designed pavement rehabilitation and widening improvements along County Road 478 between US 301 and SR 471 in Sumter County. Specifically, the project's scope of work consisted of reconstructing a portion of the existing pavement footprint, milling and resurfacing, widening the existing substandard lane widths to 12 feet, constructing two -foot paved shoulders, regrading roadside swales to tie into natural grade, and other signage/striping improvements. Ancillary drainage improvements included desilting of existing cross drain pipes and side drain pipes as well as replacing grates on existing cross -drain mitered end sections. The project limits also included a CSX railroad crossing and coordination with CSX was required to ensure the track improvements tied into the roadway design. Kimley-Horn performed roadway design, utility coordination, and permitting for the subject project. Kimley-Horn also prepared opinion of probable costs and construction duration estimates for the project. Alton Road PD&E Study (5th Street to Michigan Avenue), FDOT District Six — Project analyst for the Kimley-Horn team performing a PD&E study to document the requirements for preliminary design for SR 907 (Alton Road) from 5th Street to Michigan Avenue (in Miami Beach), including the flyover ramp connector between SR 836 and SR 907. The study includes existing conditions, typical sections, traffic analysis, right- of-way requirements, environmental impacts, and cost of improvements. SR 710/Beeline Highway Design (East and West), FDOT District Four — Project engineer for three new construction/widening projects. The combined length of all projects is 5.33 miles. Kimley-Horn's design team provided major highway design services for these projects. The western project (Project A) consisted of the addition of two new lanes to provide a four -lane, divided urban section along with the replacement of the existing two-lane bridge and construction of a new two-lane parallel bridge to accommodate the new 4-lane roadway. These projects demanded extensive coordination with utility agencies for relocation of their facilities, the City of Riviera Beach, Palm Beach County and SFWMD. The eastern project (Project B) provided a four - lane, divided urban highway, and construction. Project C also provides a four -lane, divided urban highway with perimeter walls for residents' privacy. These projects included extensive right-of-way acquisition and coordination with local government. CR 484 Widening, Ocala, FL — Project manager. Kimley-Horn is providing design, permitting and bidding assistance services for the widening of CR 484 in Marion County. This project will widen and reconstruct CR 484 from Marion Oaks Pass to Marion Oaks Course and include two new signalized intersections at Florida Crossroads Commerce Park Road and SW 49th Court Road. The primary objective of this project is to widen CR 484 from an existing two-lane undivided roadway to a 4-lane divided roadway to support future traffic and a future Industrial Park as part of a Future Job Growth Infrastructure Grant Agreement with the State of Florida Department of Economic Opportunity (DEO). County Road 501 & Warm Springs Avenue Improvements, Ocala, FL — Project engineer. Kimley-Horn designed roadway, tunnel, traffic signalization, and roundabout improvements along both County Road 501 & Warm Springs Avenue in Sumter County. The project included design of a two-lane roundabout, two tunnels underneath four -lane roadways, and the widening of approximately one mile of roadway from two lanes to four lanes. Our scope included the design and permitting of the improvements, coordination with impacted utility owners which had infrastructure in the right-of-way, and providing assistance during the construction phase. SR 944 (NW 54th Street/Hialeah Drive) Resurfacing (RRR), FDOT District Six — Project analyst for the Kimley-Horn team recently selected to provide engineering services for the resurfacing of SR 944/NW Hialeah Drive in Miami. Services include roadway design, drainage design, and project coordination. The project includes milling, resurfacing, overbuild, cross slope correction, one new signalized intersection, and modifications to existing signalized intersection to bring it up to current standards. Kimley»>Horn 57 Special Qualifications 29 years of civil engineering and plans preparation experience for roadway/ highway widening and resurfacing, intersection improvements Experienced with safety improvements, traffic signal design, temporary traffic control design, structural bridge/culvert detailing, and utility relocation Has produced probable construction cost estimates and specifications for multiple roadway design projects Relevant Experience Legacy Trail Extension Design, Sarasota County, FL — Designer. Kimley- Horn is providing Sarasota County with trail design and related engineering and landscape architectural services for the Legacy Trail Extension project from Culverhouse Nature Park to Payne Park, as well as the North Port Connector trail from the east end of pavement on Forbes Trail to Warm Mineral Springs park. For these two segments, Kimley-Horn is providing trail design and related civil engineering, structural/bridge engineering, bridge inspection, planning/ landscape architecture, environmental assessment/permitting, stormwater management, utilities infrastructure, communication system, and community engagement services. Central Avenue Improvements, Naples, FL — Designer. Kimley-Horn provided streetscape, intersection design, lighting design, and multimodal improvementsfor a half mile of CentralAvenue between 8th Street and Riverside Circle. Detailed traffic modeling was utilized to fully assess laneage requirements and the resulting level of service from possible lane modifications. The goal of the project was to provide a safe, balanced approach for all modes of travel through the corridor, including motor vehicles, bicycles, and pedestrians. Roadway improvements included milling and resurfacing, drainage upgrades to reduce flooding, utility upgrades to increase water main size and add reclaimed water service, landscaping improvements, and signalization upgrades. Our team helped direct a public involvement program with local stakeholders and agency staff to obtain consensus from the community for the approved design concept. Permit coordination was required with FDOT and Collier County for pavement, drainage, and signalization enhancements at the intersections of Central Avenue with US 41 and Goodlette-Frank Road. 8th Avenue West (US 41) Milling & Resurfacing, FDOT District One Designer. This project included three mid -block pedestrian crossings, a conversion from a four -lane undivided typical to a two-lane divided typical with on -street parking on 8th Avenue West (US 41) from Tamiami Trail to 10th Street. This corridor experiences a high volume of pedestrian traffic due to its close proximity to LECOM Park and the transit transfer station. It also serves as a gateway corridor between downtown Bradenton and the Village of the Arts. Other modifications included access management changes, a lighting system, signal modifications, and milling/resurfacing. Careful geometric design was required due to the fire station and transit transfer station located along the corridor. Kimley»)Horn 58 Apollo Beach Boulevard Extension/1-75 Flyover (Paseo Al Mar Blvd), Hillsborough County, FL — Designer for the Kimley-Horn team designing the extension of Apollo Beach Boulevard from US 41 to Paseo al Mar Boulevard that will result in a 4-lane facility including the bridge over 1-75 to the eastern limits of the conservation easement or approach tie -down. Extending Apollo Beach from US 41 to US 301 will serve as an alternative east/west connection ultimately reducing traffic demands on Big Bend Road. This work effort includes alignment and traffic studies; surveying; geotechnical exploration, testing, and analysis; preparing engineering reports with right-of-way maps and environmental documentation incorporating roadway, stormwater detention, and wetland mitigation requirements; permitting requirements; and determination of right- of-way requirements. Provided 3D modeling of roadway, bridge, drainage, and new wetland mitigation area. Sand Lake Road Interchange Design, Florida's Turnpike Enterprise — Designer for the design of a new interchange for SR 91 (Turnpike Mainline) and SR 482 (Sand Lake Road) in Orange County. The Kimley-Horn team is providing roadway, drainage, and lighting design, traffic control, utility coordination, environmental services, and permitting services. Our team will also develop a Community Awareness Plan and lead one informational public meeting. Several alternatives are being considered for the design of the interchange. Lakewood Ranch Boulevard Extension and Water Main Extension, Sarasota, FL — Designer for design and construction of a new roadway corridor from the southern village boundary of the Lakewood Ranch Stewardship District to Fruitville Road.This project was fully modeled in 3D with FDOT SS4.The new Lakewood Ranch Boulevard roadway was designed as a four -lane urban minor arterial roadway with closed drainage and constructed to meet Sarasota County land development regulations. This joint partnership between Lakewood Ranch Stewardship District and Sarasota County allows for the accelerated design and construction of a desperately needed roadway corridor that provides an alternate route to the 1-75 corridor when incidents occur on the interstate. The four -lane divided closed drainage roadway will include 5-foot bicycle lanes, 6- to 8-foot sidewalks on both sides of the corridor, lighting, utility improvements, and water quality pond sites. Distinctive aspects of this project were the design of 2 two-lane roundabouts to improve circulation along the future commercial center, new future roadway connection to Richardson Road, landscaping enhancements, and decorative retaining wall system along the existing Main C channel. Provided 3D modeling of roadway roundabouts and utilities. Osprey Avenue Phase II Utilities and Roadway Improvements (also Phase II and Phase IV 20-inch Force Main and 12-inch Water Main Replacements), Sarasota, FL — Designer for the milling and resurfacing design of Osprey Avenue from Novus Street to Main Street. The corridor includes 16 cross streets and will entail the removal and replacement of curb and gutter, sidewalks, and driveway aprons. Special care will be taken to maintain ADA access throughout the corridor and the existing drainage patterns. Kimley-Horn will prepare all necessary permits and provide construction phase services. Districtwide Milling and Resurfacing, FDOT District One — Designer for this FDOT District One on -call transportation contract to provide engineering and design services for milling and resurfacing and safety - related improvement projects throughout the District. Typical services provided under this contract include preparation of pre -scope reports, complete roadway resurfacing, signalization, signing and marking, and lighting plans. Additional services include preparation of typical section and pavement design packages, design variation and exceptions, design video renderings, landscape improvement, and other support services as necessary to address design constraints and challenges. An essential component of this contract is our ability to take on multiple assignments simultaneously, providing the District with significant available capacity to meet their ever -evolving needs on this type of contract. Through our services on this districtwide resurfacing project, we have designed projects in Manatee, Sarasota, Charlotte, Lee, Hardee, and Collier Counties. Kimley»>Horn 59 Special Qualifications Over 13 years of experience as a professional engineer and planner bringing the knowledge of transportation planning, a vision, and engineering consulting for several completed projects with FDOT Experience includes transportation planning, project development, multimodal design, and complete streets including Project Development and Environment (PD&E) studies Specialized training in the FDOT PD&E Manual, Advanced Work Zone Traffic Control, and FDOT specifications. Relevant Experience 59th Street W Project Development and Corridor Study, Manatee County, FL — Project manager. Kimley-Horn was contracted to perform a corridor study of 59th Street West from Cortez Road to Manatee Avenue. The purpose of the study was to develop corridor alternatives for reducing congestion, improving safety, and operational performance along with addressing future transportation needs. Kimley-Horn was responsible for conducting project coordination, agency coordination, and the development of conceptual layouts. Our team also evaluated impacts to natural resources, cultural resources, and potential contamination that could occur as a result of this project. 75th Street W Project Development and Corridor Study, Manatee County, FL — Project manager. Kimley-Horn was contracted to perform a corridor study of 75th Street West from 20th Avenue to Manatee Avenue. The purpose of the study was to develop corridor alternatives for reducing congestion, improving safety, and operational performance along with addressing future transportation needs. Kimley-Horn was responsible for conducting project coordination, agency coordination, and the development of conceptual layouts. Our team also evaluated impacts to natural resources, cultural resources, and potential contamination that could occur as a result of this project. 63rd Avenue East Project Development and Corridor Study, Manatee County, FL — Project manager. Kimley-Horn was contracted to perform a corridor study of 63rd Avenue East from US-301 to Tuttle Avenue. The purpose of the study was to develop corridor alternatives for reducing congestion, improving safety, and operational performance along with addressing future transportation needs. Kimley-Horn was responsible for conducting project coordination, agency coordination, and the development of conceptual layouts. Our team also evaluated impacts to natural resources, cultural resources, and potential contamination that could occur as a result of this project. Legacy Trail Extension Design, Sarasota County, FL — Project engineer. Kimley-Horn is providing Sarasota County with trail design and related engineering and landscape architectural services for the Legacy Trail Extension project from Culverhouse Nature Park to Payne Park, as well as the North Port Connector trail from the east end of pavement on Forbes Trail to Warm Mineral Springs park. For these two segments, Kimley-Horn is providing trail design and related civil engineering, structural/bridge engineering, bridge inspection, Kimley»)Horn 60 planning/landscape architecture, environmental assessment/permitting, stormwater management, utilities infrastructure, communication system, and community engagement services. SR 659 (Combee Road) PD&E Study from US 98 to North Crystal Lake Drive, FDOT District One Project engineer. Kimley-Horn completed a a PD&E study to prepare design alternatives for Combee Road in Polk County. The 1.4-mile study recommends reconstructing Combee Road with a 13-ft-wide two-way left turn lane, one 12-ft-wide travel lane in each direction, and an 8-ft-wide sidewalk on both sides. The study recommendation also includes roundabouts at the intersections of Maine Avenue and Skyview Drive. The project received location and design concept acceptance (LCDA) in September 2022. East Selmon Expressway PD&E Study, Tampa Hillsborough Expressway Authority — Project engineer. The Tampa Hillsborough Expressway Authority (THEA) retained Kimley-Horn to conduct a Project Development and Environmental (PD&E) Study to evaluate the needs, costs, and effects of widening the Selmon Expressway from Brorein Street to 1-75 to accommodate future traffic, improve travel time reliability, and enhance safety conditions. New ramp connections between the general use lanes and reversible express lanes are also being considered. Kimley-Horn is responsible for all engineering, environmental, and public involvement efforts in support of the PD&E documentation. New York Avenue Pedestrian Overpass, FDOT District One — Project manager. Responsible for the engineering and project management for this pedestrian bridge over the CSX railroad in downtown Lakeland. Cris was the engineer of record for the PD&E study and continued as the project manager for the design. He coordinated with the City of Lakeland, CSX, utilities, and conducted public involvement meetings. Broadway Street PD&E Study, Longboat Key, FL — Deputy project manager. Kimley-Horn was contracted to perform a PD&E study of a potential roundabout at the study intersection. The study team analyzed the traffic, coordinated with FDOT on the Intersection Control Evaluation (ICE) process, and examined the project's impacts on the natural, physical, and social environment. Immokalee Road at Randall Boulevard Intersection PD&E Study, FDOT District One — Engineer -of - record. Responsible for the engineering analysis and supporting public involvement elements of this PD&E study that evaluated intersection improvements and widening of Randall Boulevard from two to four lanes. Cris prepared concepts, typical section package, cost estimates, public meeting displays, and a utility assessment package. Poinciana Parkway to 1-4 Connector PD&E Study, FDOT District Five — Engineer -of -record. Responsible for the engineering analysis and supporting public involvement elements of this PD&E study that evaluated an extension of the Poinciana Parkway and new 1-4 interchange. 1-75 Resurfacing and Ramp Reconstruction, FDOT District Five — Project engineer. Responsible for the engineering and deputy project management activities for this 20-mile design project. The scope of work included 10 miles of cross slope correction, reconstruction of 4 ramp terminals with rigid concrete pavement, safety upgrades, and minor drainage improvements. Cris led the design team and supervised junior staff in completing the contract plans, specifications package, estimate, design exceptions, and design report. Responsible for the engineering and deputy project management activities for this seawall replacement project. The scope of work included 500 feet of seawall replacement, utility relocation, sidewalk replacement, traffic control, and environmental permitting. Cris led the design team and supervised staff. Burnt Store Road Interim, Lee County, FL — Engineer intern. Assisted the structural engineer with bridge and wall plans and details for the interim 2-lane improvement of the ultimate 4- lane roadway project. Cris developed the bridge plan and elevation, substructure, superstructure, typical sections, wall plans, quantities, and cost estimating. Kimley»>Horn 61 Special Qualifications Over 21 years of experience in transportation related projects including Project Development & Environment (PD&E) studies and the preparation of Experience with managing large multi -disciplinary teams with a focus on schedule, quality control, and budget presentations before a variety of audiences including agency staff and government bodies Relevant Experience US 41 at Gulfstream Avenue Intersection Improvement Statewide Acceleration and Transformation (SWAT), FDOT District One Project manager for the PD&E portion of this State -Wide Acceleration and Transformation (SWAT) project for the addition of a multi -lane roundabout. Designated as a SWAT project, the PD&E and Design efforts overlap to reduce schedule and streamline efficiency. This project includes full reconstruction of the intersection to a roundabout configuration, pedestrian signals, lighting, landscape, and drainage improvements. This is the first partial 3-lane roundabout in the state and, due to its complexity, an emphasis has been placed on public involvement. Design improvements for this constrained urban intersection address multi -modal transportation, pedestrian connectivity/safety enhancements and balanced roundabout performance. Bearss Avenue and Bruce B. Downs Intersection Improvement Study, Hillsborough County, FL — Deputy project manager whose responsibilities included preparing all documents, coordinating with, and managing a diverse team from various disciplines. Kimley-Horn assessed the existing intersection E 148th Ave to determine the most cost-effective improvement to alleviate one of the most congested intersections in the County. A detailed CORSIM analysis was conducted to assess the existing and future traffic volumes to determine which options would provide the greatest benefit to Hillsborough County. Hillsborough County also requested that Kimley-Horn's intersection study be redeveloped to comply with NEPA requirements. East Selmon Expressway PD&E Study, Tampa Hillsborough Expressway Authority — Project manager for the PD&E study to evaluate capacity and operational needs on the Selmon Expressway from Brorein Street to 1-75, a distance of 9 miles. The Selmon Expressway is a limited access facility with a Reversable Express Lane (REL) system that is owned and operated by the Tampa Hillsborough Expressway Authority (THEA). THEA retained Kimley-Horn to conduct a PD&E study to evaluate the needs, costs, and effects of widening the Selmon Expressway to accommodate future traffic, improve travel time reliability, and enhance safety conditions. New ramp connections between the general use lanes and REL are also being considered. Responsible for all engineering, environmental, and public involvement efforts in support of the PD&E documentation. Kimley»)Horn 62 SR 659 (Combee Road) PD&E Study from US 98 to North Crystal Lake Drive, FDOT District One Project manager for a PD&E study to prepare design alternatives for the corridor that accommodate pedestrians and bicycles, improve transit facilities, and optimize vehicle access. The study team will analyze and assess the project's impact on the social, economic, cultural, natural, and physical environment to develop the location and design concept acceptance (LDCA) of the project in accordance with FDOT policy, procedures, and requirements. Space Coast Trail PD&E Study & Final Design, FDOT District Five — Project manager for the PD&E study to incorporate over 30 miles of trails within the Merritt Island National Wildlife Refuge (MINWR) and Canaveral National Seashore (CANA). Study included extensive coordination with the U.S. Fish and Wildlife Service (USFWS), National Park Service (NPS), and National Aeronautics and Space Administration (NASA). This PD&E study involves the preparation of an Environmental Assessment for USFWS and NPS signature in addition to a State Environmental Impact Report (SEIR) for District Five signature. Environmental services included conducting habitat mapping, Florida scrub -jay surveys, gopher tortoise surveys, and writing and the submittal of National Environmental Policy Act (NEPA) documentation. Public meetings helped gauge the community's input regarding project development. After approval of the PD&E document, Kimley-Horn was selected to design the first segment of the trail. Turnpike PD&E Study to Widen Florida's Turnpike from South of 1-595 to Wiles Road, Broward County, FL — Deputy project manager and public involvement task leader.Kimley-Horn was selected for a PD&E Study to evaluate alternative improvements for the widening of a 17-mile segment of Florida's Turnpike from south of 1-595 to Wiles Road. The project includes modifications to a portion of the service road and on/ off ramps of Pompano service plaza to accommodate Florida's Turnpike widening. Improvements to the existing interchanges in the corridor will be evaluated as well as alternatives for new interchange access locations. Alternatives include build alternatives, including managed lanes, and the no -build alternative. Florida's Turnpike is currently an 8-lane (4 lanes in each direction) limited access facility from 1-595 to Atlantic Boulevard and a 6-lane limited access facility from Atlantic Boulevard to Wiles Road. Sand Lake Road Interchange Design, Florida's Turnpike Enterprise — Project engineer for the design of a new interchange for SR 91 (Turnpike Mainline) and SR 482 (Sand Lake Road) in Orange County. The Kimley-Horn team is providing roadway, drainage, and lighting design, traffic control, utility coordination, environmental services, and permitting services. Our team will also develop a Community Awareness Plan and led one informational public meeting. FDOT On -Call Statewide Policy Planning, Tallahassee, FL — Project manager. The Florida Department of Transportation (FDOT) has developed the Resource Guide for Local Interchange Planning to support local governments with planning around interchanges along new or existing limited access or controlled access corridors. This resource can help local governments and other stakeholders to proactively ensure that growth within the vicinity of an interchange is consistent with community values as well as access management and design best practices. Osceola Parkway Extension PD&E Study, Florida's Turnpike Enterprise — Project engineer. Kimley-Horn conducted a PD&E study for the extension of Osceola Parkway, which begins west of Boggy Creek Road and runs east for approximately seven miles to the proposed Southport Connector. The study focused on developing a limited access facility expanded in the future, with provisions to accommodate a transit corridor and multiuse pedestrian facilities. Kimley»)Horn 63 Special Qualifications Has 26 years of roadway design and PD&E experience in Florida Has managed projects for FDOT Districts Two, Three, Four, Five and Turnpike Experience includes transportation, PD&E, public involvement, roadway design, plan preparation, utility coordination, maintenance of traffic, pavement design, roadway lighting design, signing and pavement marking, permitting, long range estimates, specifications, and post -design services Relevant Experience PD&E Study for Jupiter Bascule Bridge Replacement, SR 5/US 1/Federal Highway from CR A1A to Beach Road, FDOT District Four —Project manager. Kimley-Horn was retained by FDOT District Four to conduct a PD&E study for Bascule Bridge No. 930005 in Jupiter. Our team evaluated the following alternatives: 1) Bridge rehabilitation; 2) high-, mid-, or low-level replacement, and various alignment alternatives that included consideration for temporary bridge, full bridge closure, and phased construction with temporary traffic using the existing bridge. Each alternative evaluated updating the bridge to FDOT standards that included options to accommodate pedestrian and bicyclists. The study effort also included a public involvement component with a public hearing. Osceola Parkway Extension PD&E Study, Florida's Turnpike Enterprise Public involvement task leader and assistant project manager. Responsibilities included public involvement, long range estimates, and documentation. Assisted with production of the Preliminary Engineering Report. Kimley-Horn conducted a PD&E study for the extension of Osceola Parkway, which begins west of Boggy Creek Road and runs east for approximately seven miles to the proposed Southport Connector. The corridor study area is located adjacent to the Orange/ Osceola County line. The study focused on developing a freeway facility that can be expanded in the future with provisions to accommodate a transit corridor and multiuse pedestrian facilities. The project included a connection to provide direct access to and from SR 417, with interchanges at both ends of the connector road —one at SR 417 and the other at Osceola Parkway. Multiple alternatives were being considered at these two interchanges. The interchange at SR 417 was developed so that it not only connects to SR 17, but also connects to the new Airport South Access Road, providing access to Orlando International Airport. There are three other interchange locations within the study area —one at Boggy Creek Road, one at Narcoossee Road, and another one at a future road at the halfway point between Boggy Creek Road and Narcoossee Road. PD&E Study for Flagler Memorial Bridge, FDOT District Four — Conducted public involvement activities for this PD&E study to determine how best to replace or repair the bridge. Assisted with production of the Preliminary Engineering Report. This study analyzed various engineering concerns including bridge type (fixed versus bascule), the possible construction of a temporary bridge, the placement of bridge touch downs, connections to Flagler Drive and Royal Poinciana Plaza, bridge alignment, and construction phasing. Environmental issues were defined and analyzed; these included permit Kimley»)Horn 64 coordination with the regulatory agencies, impacts upon the natural environment (wetlands, seagrass, endangered and threatened species, water quality), contamination, and historic and cultural resources that may be affected by bridge construction. SR A1A North Causeway PD&E Study, FDOT District Four — Public involvement task leader. The SR Al North Causeway Bridge is a movable bascule bridge that was constructed in 1963. It spans over the Atlantic Intracoastal Waterway (ICWW) connecting the barrier island to the mainland in the City of Fort Pierce. In March 2013 the bridge was inspected and deemed an "operational area of concern." The purpose of this PD&E Study was to evaluate bridge replacement alternatives to resolve the structurally deficient conditions of the existing bridge and enhance regional mobility for the adjacent area. Turnpike Mainline Widening from Sunrise to Atlantic, Florida's Turnpike Enterprise — Project engineer and utility coordinator. Prepared specifications package for design phase of project. Kimley-Horn performed a combined PD&E study and design project to widen 6.5 miles of Florida's Turnpike Mainline from six lanes to eight lanes in Broward County. The project included complete reconstruction of the Turnpike interchange at Commercial Boulevard, widening of three existing Turnpike mainline bridges, and reconstruction of two bridges over the Cypress Creek mainline toll plaza. SR 7/US 441 PD&E Study (Sample Road -Glades Road), FDOT District Four —Project engineer on the Kimley-Horn team that performed a PD&E study for 6.4-mile segment of SR 7 from Sample Road in Broward County to SR 7 in Palm Beach County. The PD&E study evaluated a wide range of alternatives including roadway capacity improvements, multimodal and premium transit alternatives, and bicycle and pedestrian accommodations. Improvements considered included roadway widening, managed lane concepts, High Occupancy Vehicle (HOV) lanes and dedicated premium transit lanes, intersection and operational improvements, and multimodal improvements such as pedestrian ways, bicycle lanes, greenways, and transit stations. North J Street Design and Reconstruction, Lake Worth, FL — Project engineer. As part of the City's Neighborhood Bond Program, the Kimley-Horn team is providing design and roadway reconstruction drawings. Traffic calming and pavement rehabilitation measures will be strategically developed and implemented to improve the overall quality of this section of North J Street (from 3rd Avenue to 8th Avenue). The team is providing utility coordination, roadway and drainage design, signing and pavement marking, landscape architecture, and extensive public involvement services including preparing graphics and attending community events. Widening Florida's Turnpike PD&E Study from the Sawgrass Expressway to Atlantic Avenue, Florida's Turnpike Enterprise — Assistant project manager and Public Involvement task leader for the PD&E study evaluating impacts of widening Florida's Turnpike to eight lanes within the study area by adding two additional lanes. The study also considered possible interchange alternatives to provide relief to Glades Road. A Public Information Meeting and a Public Hearing were held for this study. Florida's Turnpike Widening from Glades Road to Atlantic Avenue, Florida's Turnpike Enterprise Project engineer. Kimley-Horn is providing design services to widen the Turnpike from six to eight lanes. The project specific tasks included encroachment into the Lake Worth Drainage District E-2W canal to facilitate the project widening needs. Other pertinent task include bank stabilization of the E-2W canal, replacing the Yamato Bridge over the Turnpike, widening the Turnpike bridge over Clint Moore Road, replacing the bridge over the L-38 Canal, noise barrier design, lighting design, signing and pavement markings, and utility coordination. One of the primary objectives of the transportation improvements is the avoidance and relocation of the Florida Gas Transmission Gas main located within specified border width. This will require deviation from FDOT standard operating design procedures. Kimley»)Horn 65 v, MCKIM&CREED TAYLOR I HENNINGE, PSM LIDAR MANAGER Mr. Henninge is McKim & Creed's Florida LiDAR Manager and serves as Project Surveyor for all projects EDUCATION which utilize various remote sensing technologies. Mr. Henninge possesses a depth of experience varying B.S.,Geomatics, University of from terrestrial / mobile / aerial LiDAR data acquisition, point cloud registration, survey feature extraction, Florida, 2013 and LiDAR QA/QC. This experience has been utilized in support of FDOT Design / RRR / Design -Build / Concrete Rehabilitation survey projects giving Mr. Henninge a well-rounded understanding of the nuances and requirement for each of these disciplines. Mr. Henninge also has vast experience managing FDOT YEARSOF Subsurface Utility Engineering (SUE) projects. In addition to his Professional Surveyor and Mapper licensure, Mr. Henninge holds a Certified FAA Part 107 Remote Pilot license and has provided unmanned 10 years aerial services (UAS) on projects throughout Florida. PROJECT EXPERIENCE FDOT District 1, RRR SR 400 (1-4) from CR 557 to the Polk County Line I Polk County, FL: PSM I FL 12 Obtained 2/20/0/2020 Mr. Henninge served as mobile LiDAR manager and was responsible for overseeing mobile LiDAR data acquisition, trajectory registration, certified point cloud extraction, and mobile LiDAR QA/QC Certified FAA Part 107 Remote Pilot Reviewer. McKim & Creed completed this Design Survey in support of proposed RRR improvements along SR 400 (1-4). This project served as a pilot RRR project under McKim & Creed's Districtwide Survey Services contract. The intent for this project was to streamline and reduce survey efforts required in support of typical District 1 RRR projects. Optimizations for this project included, increasing interval distances for horizontal and vertical control monuments, utilizing mobile LiDAR in a pavement only project, limited topography for sign indexing and drainage conditions, and providing a certified point cloud to District 1 that can be utilized beyond the initial project scope by FDOT staff. FDOT District 1, RRR SR 400 (1-4) from SR 35 (US 98) to SR 33 1 Polk County, FL: Mr. Henninge served as mobile LiDAR manager and was responsible for overseeing mobile LiDAR data acquisition, trajectory registration, certified point cloud extraction, and mobile LiDAR QA/ QC Reviewer. McKim & Creed completed this 6-mile Design Survey in support of proposed RRR improvements along SR 400 (1-4). This project served as a pilot RRR project under McKim & Creed's Districtwide Survey Services contract. The intent for this project was to streamline and reduce survey efforts required in support of typical District 1 RRR projects. Optimizations for this project included, increasing interval distances for horizontal and vertical control monuments, utilizing mobile LiDAR in a pavement only project, limited topography for sign indexing and drainage conditions, and providing a certified point cloud to District 1 that can be utilized beyond the initial project scope by FDOT staff. McKim & Creed was able to demonstrate the cost effectiveness of mobile LiDAR as well as superior modelling capabilities for hard surface roadway extraction. This project ran concurrent with 1-4 (SR 400) from SR 33 to West of CR 557. FDOT District 1, Design Build 1-75 at SR 884 (Colonial Blvd.); HDR Engineering, Inc. I Fort Myers, FL: Mr. Henninge served as mobile LiDAR manager and was responsible for overseeing mobile LiDAR data acquisition, trajectory registration, certified point cloud extraction, and mobile LiDAR QA/QC Reviewer. This design build project was completed to support the reconfiguration of the 1-75 at Colonial Boulevard Interchange to a Diverging Diamond Interchange (DDI). Other improvements along Colonial Boulevard included a Continuous Flow Intersection at the intersection of Six Mile Cypress Parkway and a Superstreet intersection at the Colonial Boulevard/Forum Boulevard intersection. Utilizing multiple record FDOT Design Surveys, McKim & Creed verified, audited, and merged these record sources into a comprehensive single 3D survey development model. Once complete, McKim & Creed then completed mobile LiDAR to capture existing roadway topography and merged this data into the survey development model. Additional efforts included, verification and establishment of additional horizontal and vertical control monuments, collection of additional topography to support final design and construction, and coordination with the project contractor to verify and expedite project construction. Kimley»>Horn 66 v, MCKIM&CREED NEIL EPPIG SUE PROJECT MANAGER Mr. Eppig is a SUE project manager located in McKim & Creed's Sarasota office. With more than 48 years of professional experience, he brings exceptional client and project management skills along Attended, Catonsville Community with technical expertise in land surveying and subsurface utility engineering (SUE) and is a recent College, Storm Drain Design addition to the McKim & Creed team. Course PROJECT EXPERIENCE Professional Land Surveyor, MD #21210 Professional Land Surveyor, DE #S6-0000659 48 years FDOT District 1,1-75 (SR 93) at SR 72 (Clark Rd) with American Consulting Professionals, LLC I Sarasota, FL: The purpose of this project was to widen 1-75 and improve the Clark Road Interchange. McKim & Creed performed Quality Level B utility designation and approximately 700 Quality Level A test holes along the project corridor. We placed signs and cones along this extremely busy roadway to create a safe work environment for both our staff and the general public. FDOT District 5, I-4 Beyond the Ultimate Segment 2, from SR 528 to SR 435 with Jacobs Engineering I Orlando, FL: The project involved the build -out of 1-4 to its ultimate condition within the project limits. This project included widening the existing six lane divided interstate to a ten -lane divided urban interstate. The concept design proposed the addition of two new express lanes in each direction, resulting in a total of ten dedicated lanes. A barrier wall in between the adjacent shoulders will separate the express lanes from the general use lanes. Three twelve -foot auxiliary lanes will be provided in some areas in the eastbound direction and up to two auxiliary lanes will be provided in some locations in the westbound direction. McKim & Creed performed Quality Level B utility designations and 500 Quality Level A test holes at utility conflict locations and clearings for proposed mast arms, overhead signs, and ITS poles. We placed signs and cones along this extremely busy roadway to create a safe work environment for both our staff and the general public. FDOT District 7, Dale Mabry Highway, From W Fletcher Ave to Van Dyke Rd with DRMP1 Hillsborough County, FL: The purpose of this project is to upgrade the major intersections and improve the drainage along the corridor. McKim & Creed provided SUE Quality Level A and Quality Level B Services for this 4.5 mile project. We performed Quality Level B utility designations and 137 Quality Level A test holes in support of the improvements to eleven major intersections along the corridor. This included clearings for proposed mast arms and drainage locations. We placed signs and cones along this extremely busy roadway to create a safe work environment for both our staff and the general public. FDOT District 7, I-275 (SR 93) From S of Kennedy Blvd to S of Lois Ave with HDR Engineering Inc. I Hillsborough County, FL: The purpose of this project is to improve the operations of the 1-275 I SR 60 interchange and 1-275 from east of the Howard Frankland Bridge to Lois Avenue. These improvements are designed to provide congestion relief by adding lanes to 1-275 and widening the ramp from SR 60 onto southbound 1-275. McKim & Creed performed Quality Level B utility designation and 111 Quality Level A test holes along the project corridor in support of the installation of new bridge piers, overhead signs, CCTV poles, and to locate concrete tie backs along the causeway. We placed signs and cones along this extremely busy highway to create a safe work environment for both our staff and the general public. KimIey"3$ drnREED 67 �Y �41 � R Pi i MARC E. NOVAK, Ph.D., P.E. Geotechnical Engineer Summary of Capabilities Geotechnical Engineering Pavement Engineering and Mechanics Numerical Modeling of Pavements Numerical Modeling of Soft Soil Embankments Numerical Modeling of Soil -Structure Interaction Years of Experience With Tierra: 17 Years With Other Firms: 1 Year Education Ph.D., Civil Engineering, University of Florida, 2007 M.S., Civil Engineering, University of Florida, 2000 B.S., Civil Engineering, University of Florida, 1999 Professional Organ izationslRegistrationslAwards Florida Professional Engineer, No. 67431 American Society of Highway Engineers Tau Beta Pi Engineering Honor Society Chi Epsilon Civil Engineering Honor Society TIERRA OEOTECHNICAL • MATERIALS :WIRONMENTAL • ENGTNEERiNC Mr. Novak has been working in the field of geotechnical and materials engineering since 1996 when he interned as a field and laboratory technician while pursuing his B.S. in Civil Engineering at the University of Florida. Upon graduation in 1999, Mr. Novak pursued a M.S degree in geotechnical engineering, studying the effects of lateral impact loads on bridges. Upon graduation in 2000, he received a four-year Alumni Fellowship to continue doctoral research at the University of Florida. His research focused on pavement mechanics specializing in Superpave asphalt pavement. He graduated in August 2007 with a Ph.D. Mr. Novak has been exposed to a wide variety of projects while conducting research at the University of Florida including soil - structure interaction, soft -soil embankment modeling, dam construction, laboratory testing and pavement engineering. Mr. Novak joined Tierra in January 2004; and he has been involved in projects for the private and public sectors including the FDOT (roadway, pavement and bridge structure investigations). Relevant Project Experience City of Marco Island: North Barfield Bridge over Marco Island Inlet City of Marco Island: Winterberry Bridge Replacement over Roberts Bay Randall Boulevard over Golden Gate Main Canal and Faka Union Canal Immokalee Road Shared Use Path Haldeman Creek Coring East Naples Bay Dredging District 1 1-75 (SR 93) and Corkscrew Road Interchange, Lee County 1-75 (SR 93), from North of SR 80 to North of SR 78, Lee County 1-75 (SR 93), from South of Bonita Beach Road to South of Corkscrew Road, Lee County 1-75 (SR 93), from South of SR 78 to the Charlotte County Line, Lee County SR 82, from Alabama Rd. S. to Homestead Rd. S., Lee County SR 82, from Lee Blvd to Shawnee Road, Lee County SR 82 from Shawnee Rd. to Alabama Road, Lee County 1-75 (SR 93) Design/Build, from N of Golden Gate Parkway to South of SR 80, Lee and Collier Counties 1-75 (SR 93) Design/Build, from North of Golden Gate Parkway to South of SR 80 including Immokalee Road and Daniels Parkway Interchanges, Lee and Collier Counties 1-75 (SR 93) Design/Build, I -from South Colonial Boulevard to South of SR 82, Lee County 1-75 at SR 951 Interchange, Collier County SR 80, from Birchwood Parkway to Dalton Lane, Hendry County SR 80, from West of Clark Street to Birchwood Parkway, Hendry County Central Polk Parkway, Section 1, Polk County SR 29 from CR 80A (Cowboy Way) to Whidden Road, Hendry County Snake Road at North Feeder Canal Bridge, Hendry County 1-75 (SR 93), from North of River Road to North of SR 681, Sarasota County Kimley»>Horn 68 SR 70, from West of 34th Avenue to Berman Road PD&E Study, Okeechobee County US 27 WIM: Highlands from N of Woodward Rd NW to S of Highlands County Line, Highlands County Weigh in Motion: US 27 and I-4 Corridors, Polk and Hillsborough Counties Legacy Trail Pedestrian Bridge Design/Build over US 41, Sarasota County Florida's Turnpike Enterprise Suncoast Parkway 2, Section 1 from US 98 to South of Grover Cleveland, Hernando and Citrus Counties Suncoast Parkway 2, Section 2 from South of Grover Cleveland to SR 44, Citrus County AET 6 Veterans Expressway, Hillsborough and Pasco Counties Florida's Turnpike, from Griffin Road to Sunrise Boulevard, Broward County Florida's Turnpike at Sunrise Interchange, Broward County Polk Parkway, Resurfacing and Design Criteria Upgrades MP 8.1 to MP 21.7, Polk County HEFT from US 1 to SR 874, Miami -Dade County Veteran's Expressway Widening from North of Memorial Highway to South of Gunn Highway, Hillsborough County Turnpike Mainline Widening, from Beulah Road to SR 50, Orange County District VII 1-75, from South of SR 56 to CR 54, Pasco County 1-75 South of Fowler to South of Bruce B. Downs, Roadway and Bridge, Hillsborough County 1-75 (SR 93), from North of SR 52 to Pasco/Hernando County Line, Pasco County 1-4 / Crosstown Connector Segment 3C, from 7th Avenue to the Crosstown Expressway, Hillsborough County Upper Tampa Bay Trail Underpass at Sheldon Road, Design/Build, Hillsborough County CR 578 (County Line Road) From US 19 to W. of Cobblestone Drive, Pasco and Hernando Counties CR 578 (County Line Road) From Mariner Blvd to Suncoast Parkway, Pasco and Hernando Counties SR 574 (Martin Luther King Jr. Blvd.) from East of Parson to East of Kingsway, Hillsborough County US 301, Harney Road to Hollomans Bridge, Hillsborough County Park Road, from 1-4 to Sam Allen Road, Hillsborough County Busch Blvd (SR580), Florida Ave to 56th Street, Hillsborough County US 301, Hillsborough/Pasco Line to SR 39, Pasco County US 19 (SR 55) From CR 490 (Yulee Rd) To CR 44, Citrus County US 19 (SR 55), from West Jump Court to West Fort Island Trail (CR 44), Citrus County SR 688 (Ulmerton Road) Wilds Acres to El Centro, Pinellas County SR 54, from East of CR 577 (Curley Rd.) to East of CR 579 (Morris Bridge Rd.), Pasco County SR 54, from West of Suncoast Parkway to West of US 41, Pasco County SR 60, from Courtney Campbell Causeway to South of Fish Creek, Hillsborough County Henry Street Canal Design and Conceptual Study from Benjamin Road to North Himes Avenue, Hillsborough County Marc Novak, Ph.D., P. E. Page 2 of 2 Kimley»>Horn 69 Thomas E. Musgrave, P.E. Geotechnical Engineer Summary of Capabilities Geotechnical Engineering Structural Engineering Structural Damage Evaluations Structural and Geotechnical Analysis Project Management Numerical Modeling of Soft Soil Embankments Numerical Modeling of Soil -Structure Interaction Years of Experience With Tierra: 10 Years With Other Firms: 1 Year Education B.S., Civil Engineering, University of South Florida, 2011 Professional Organizations/Registrations/Awards American Society of Civil Engineers American Concrete Institute Phi Beta Kappa Honor Society ITIERRA GEOTECHNICAL • MATERIALS :NVIRONIIIENTAL . ENGINEERING Mr. Musgrave has worked in the field of Structural and Geotechnical Engineering for more than 11 years, starting as an intern and gaining experience in structural damage assessment, structural analysis, ground subsidence, water intrusion, roof inspection, cause and origin forensic investigation, and soils and materials testing. His experience includes working on structural forensic investigations as well as FDOT roadway projects, subsidence investigations, structural bridge analysis, pavement evaluation, MSE wall analysis, corrosion testing and research. He has performed FDOT projects for Districts I, V, VII and the Florida's Turnpike Enterprise. Mr. Musgrave also has extensive experience in structural testing including GPR evaluation of concrete and steel reinforcement. Relevant Project Experience Tiger IX Grant (Immokalee Complete Streets) Design Criteria, Collier County Culvert Crossing of Canal along SR 29 into the Kaicasa Development, Collier County Vanderbilt Beach Road (CR 862) Bicycle Lane Improvements, Collier County Lake Trafford Sidewalk and Bicycle Lanes, Collier County Sunshine Boulevard from 17th Avenue SW to Green Boulevard, Collier County Collier Sheriff Operations Substation, Marco Island, Collier County 111th Avenue North Bike Lanes, Collier County Immokalee Seminole Indian Reservation, Koowachobee Trail Lighting, Collie County Ft. Myers Country Club Pedestrian Bridges, Lee County Alico Road Widening from East of Ben Hill Griffin Parkway to Airport Haul Road, Lee County Alico Road to SR 82 Connector, Lee County Corkscrew Road Widening from Ben Hill Griffin Parkway to Alico Road, Lee County Joel Boulevard Resurfacing, Lee County McGregor Boulevard Milling and Resurfacing, Lee County North Lee County Wellfield Expansion, Lee County Big Carlos Pass PD&E, Lee County Brantley Canal Improvements, Lee County East Ventura Avenue Milling and Resurfacing, Hendry County Design and Permitting of Safety Improvements on CR 833, CR 835 and CR 846, Hendry County Fort Denaud Road from Fort Denaud Bridge Way to Huggetts Road Resurfacing, Hendry County WC Owen Avenue from Georgia Avenue to US 27, Hendry County FDOT District 1 1-75 (SR 93) Widening from SR 951 to North of Golden Gate Parkway, Collier County Districtwide Scour Evaluation for Bridges with Unknown Foundations Contract Districtwide Bridge Engineering Contract SR 29 from SR 82 to Hendry County Line, Collier County 1-75 (SR 93) Widening over the Manatee River from US-301 to SR 64, Manatee County 1-75 (SR 93) Widening at SR 70 Interchange, Manatee County Kimley>)Morn 70 1-75 (SR 93) at SR 72 (Clark Road), Sarasota County SR 64 (Manatee Avenue) from SR 789 to Perico Bay Boulevard, Manatee County Florida's Turnpike Enterprise Florida's Turnpike — Geotechnical and Survey Design Support Districtwide, Turnpike Wide 1-75 at Florida's Turnpike - Wildwood Interchange Design Build, Sumter County Veteran's Expressway Widening from North of Memorial Highway to South of Gunn Highway, Hillsborough County Suncoast Parkway 2, Section 1 from US 98 to West Grover Cleveland Blvd, Hernando and Citrus Counties Suncoast Parkway 2, Section 2 from South of Grover Cleveland Blvd to SR 44, Citrus County Widen HEFT from NW 57th Ave. to Miramar (Mile Post 43 to Post 47), Broward and Miami -Dade Counties HEFT Final Design from NW 106th Street to 1-75, Miami -Dade County, Florida Widen Turnpike (SR 91) from West Palm Beach Service Plaza to Okeechobee Boulevard, Palm Beach County Florida's Turnpike, from Griffin Road to Sunrise Boulevard, Broward County District VII Districtwide Geotechnical Contract Districtwide Scour Evaluation for Bridges with Unknown Foundations Contract SR 54, from East of CR 577 (Curley Rd.) to East of CR 579 (Morris Bridge Rd.), Pasco County 1-75 (SR 93) South of Fowler to South of Bruce B. Downs, Roadway and Bridge, Hillsborough County 1-4 I Crosstown Connector Segment 3C, from 7th Avenue to the Crosstown Expressway including Connections to 22nd Street, Hillsborough County SR 574 (MLK Jr. Blvd.) from Kingsway Rd. to McIntosh Rd., Hillsborough County SR 687 Improvements, Pinellas County SR 694 (Gandy Boulevard) from 40th Street North to East of SR 93 (1-275), Pinellas County Interlaken Road from Gunn Highway to Interlaken Drive, Pasco County Lake Patience Road from Oakstead Subdivision to US 41, Pasco County SR 54 at Madison Street Signalization, Pasco County Turn Lanes on Chancey Road for Double Branch Elementary School, Pasco County San Martin Boulevard over Riviera Bay Bridge Project Development & Environment (PD&E) Study, Pinellas County Oakwood Drive over Stephanie's Channel Bridge Replacement, Pinellas County District V 1-4 Ultimate (SR 400) Design Build, Orange and Seminole Counties SR 15 from North of Ponce De Leon Boulevard to North of SR 40, Volusia County S.R. 530 (U.S. Hwy 192) from Lake CIL to Secret Lake Drive, Orange County Thomas Kimley»>Horn >gra ve, P. E. Page 2 of 2 71 ® ARCHAEOLOGICAL CONSULTANTS INC. Florida's First Choice in Cultural Resource Management MARION M. ALMY, RPA Proiect Manager Ms. Almy, the founding Principal and President of Archaeological Consultants, Inc. (ACI), has 46 years of cultural resource management experience throughout Florida. She manages projects for a diversity of public and private entities including the Florida Department of Transportation, Florida's Turnpike Enterprise, the USDA Forest Service, South Florida, Southwest Florida and Suwannee River Water Management Districts, and various counties, as well as large-scale projects for private corporations. She represents clients in meetings with regulatory agencies, including the Florida State Preservation Office, US Army Corps of Engineering, the US Coast Guard, Federal Bureau of Prisons, the National Park Service, and federally recognized Native American tribes. Professional Credentials Meets the Secretary of Interior's Professional Qualifications Standards Registered Professional Archaeologist (RPA) B.A. Anthropology, Florida State University, 1968 M.A. Anthropology/Public Archaeology, University of South Florida, 1976 Florida Archaeological Council (past President) National Trust for Historic Preservation (Board of Advisors) American Cultural Resource Association (past Director) Relevant Professional Training Revised Section 106 Workshop Advanced Seminar on Preparing Agreement Documents Section 4(f) Compliance for Transportation Projects Native American Graves Protection and Repatriation Act Bridge Rehabilitation for the 21 st Century: Sponsored by FHWA and The Historic Bridge Foundation Project Manager and Principal Investigator for a diversity of undertakings on behalf of all FDOT districts, Florida's Turnpike Enterprise, and the Central Environmental Management Office (CEMO). Project types include PD&E studies and re- evaluations; pond siting surveys; right-of-way transfers; bridge replacements; effects determinations and Section 106 Case Study Reports; Memoranda of Agreement (MOA); Data Recovery Plans for Phase II and Phase III excavations, Historic American Building Survey/Historic American Engineering Record (HABSIHAER) documentation; and mitigative excavations. • As project manager, Ms. Almy's Collier County experience includes Immokalee Road (CR 846) at Randall Road Blvd Intersection PD&E Study; PD&E Study Golden Gate Estates - Three Bridges 8th Street NE, 16th Street NE, and 47th Avenue NE; Eleven Bridge Replacements East of Immokalee and SR 29; San Marco Road from Vintage Bay Drive to Goodland Road; and 1-75 at Pine Ridge Road Interchange Improvements. • Expertise in planning and participation in public workshops, coordinating with local, state, and national preservation groups and regulatory agencies. • Consultant to the Florida Division of Historical Resources (DHR) to develop the original and revised Standards and Guidelines for Archaeological and Historical Reports (FAC 1A-46), and ACI's Project Manager for the DHR Cultural Resource Management Standards & Operational Manual. • More than three decades of experience creating and implementing cultural resource components for historic preservation interpretive plans for parks, historic sites, trails, and byways, including Historic Spanish Point, the antebellum Gamble Plantation, the Lake Okeechobee Scenic Master Trail Plan, county parks, and interpretive plans for the Pensacola Scenic Highway and the Tamiami Trail as part of Florida's Scenic Highway Program. • Recognized leader in historic preservation: Governor's appointed prehistoric archaeologist to the Florida National Register Review Board and chairman to the Florida Historical Commission; Florida Advisor to the National Trust for Historic Preservation and member of the Executive Committee; contributor to the Journal of the Florida Engineering Society. 8110 Blaikie Court, Suite A, Sarasota, Florida 34240, (941) 379-6206 • Tallahassee Area Office: (850) 926-9285 • St. Augustine Area Office: (904) 829-9100 Kimley»>Horn 72 ® ARCHAEOLOGICAL CONSULTANTS INC. Florida's First Choice in Cultural Resource Management LEE HUTCHINSON, RPA Ms. Hutchinson, Senior Archaeologist/Project Archaeologist and ACI Laboratory Director, has 35 years of Cultural Resource Management (CRM) experience throughout Florida. She is responsible for crew, vehicle, and equipment scheduling for all FDOT District projects. Ms. Hutchinson also organizes and manages laboratory operations and oversees technicians in the analysis of artifacts including their identification, evaluation, and interpretation. She is responsible for collections management including the accessioning and treatment of cultural materials in compliance with pertinent federal and state regulations. Final curation, including packaging prior to conveyance to the client, or final disposition of the material to a curatorial facility, is under her supervision as well. Professional Credentials Meets the Secretary of Interior's Professional Qualifications Standards Registered Professional Archaeologist (RPA) M.A. Anthropology/Public Archaeology, University of South Florida, 1990 B.A. Anthropology, Marshall University, 1985 Florida Archaeological Council (Past - President) Hillsborough County Historic Resources Review Board (Past Chair) Florida Public Archaeology Network (Former Director) Relevant Professional Training Revised Section 106 Workshop Cultural Resource Management Plans: Preparation and Implementations Workshops in Ceramic, Faunal, Lithic Analysis, Human Osteology CPR, Environmental First Aid, AED, and OSHA Certified "Working Efficiently with Tribal Governments" Chief Archaeologist • Liaison between the FDOT Districts/Turnpike and the SHPO for Continuing Services Contracts, Task Assignments, and PD&E Studies; responsible for preparing FDOT letters to the SHPO for final project submittal and approval. • As project archeologist, Ms. Hutchinson's Collier County experience includes Immokalee Road (CR 846) at Randall Road Blvd Intersection PD&E Study; PD&E Study Golden Gate Estates - Three Bridges 8th Street NE, 16th Street NE, and 47th Avenue NE; Eleven Bridge Replacements East of Immokalee and SR 29; San Marco Road from Vintage Bay Drive to Goodland Road; and 1-75 at Pine Ridge Road Interchange Improvements. • Lead technical writer for cultural resource assessment component for PD&E Study reports, Pond Siting reports, Right -of -Way Transfers, Corridor Re - Evaluations, and Bridge Replacements. • Development of site predictive models for corridor analysis based on knowledge of current historic and prehistoric Florida environments, geology, and natural resources. • Experience with 36 CFR 800, Section 106, NEPA, and Chapters 267 and 872, Florida Statutes, as well as local ordinances for municipalities and other relevant federal, state, and local laws and regulations. • Experience with alternate survey methods including ground penetrating radar (GPR), probing, and historic and modern aerial photography. • Public involvement experience with certified local governments, county archaeologists, and other local agencies involved with historic preservation. • Preparation of NRHP nominations, Determinations of Eligibility (DOE), Linear Resource Group Forms, and Florida Master Site File (FMSF) forms. • Is the Lead Technical Person for ACI's Quality Control/Quality Assurance Compliance. • Has training in Cemetery Resources Protection, attended cemetery seminars, monitors all GPR conducted at known and unknown cemetery sites. 8110 Blaikie Court, Suite A, Sarasota, Florida 34240, (941) 379-6206 • Tallahassee Area Office: (850) 926-9285 • St. Augustine Area Office: (904) 829-9100 Kimley»>Horn 73 ARCHAEOLOGICAL CONSULTANTS INC. Florida's First Choice in Cultural Resource Management MMBERLY M. IRBY, LEED AP Architectural Historian Ms. Irby, is an Architectural Historian at ACI's Sarasota office. Ms. Irby has 12 years' experience working in the fields of architectural history, land surveying, and engineering researching and evaluating the built environment. Ms. Irby regularly conducts architectural/historical field surveys to identify, photograph, record, and evaluate historic resources for listing in the NRHP and local registries. In the field, Ms. Irby has conducted historical site assessments for Section 106 compliance including viewshed analysis throughout the State of Georgia. In addition, Ms. Irby conducts historical research and prepares the historical context and survey results for Cultural Resources Assessment Survey reports and technical memoranda. Ms. Irby's strengths lie in applying analytical and research -based methods to decision making and innovative problem- solvinq processes. Professional Credentials Meets the Secretary of Interior's Professional Qualifications Standards Leadership in Energy and Environmental Design Accredited Professional, Specialty in Building Design + Construction M.F.A., Architectural History, Savannah College of Art & Design, 2013 B.S., Business Administration, Meredith College, 1998 Society of Architectural Historians National Trust for Historic Preservation Congress for New Urbanism Relevant Professional Training Section 106: Agreement Documents (NPI) Section 106: An Introduction (NPI) NEPA Compliance and Cultural Resources, (NPI) Section 4(f) Compliance for Historic Properties, (NPI) Georgia Historic Preservation Commission Training American Vernacular Architecture Documenting the Built Environment • As architectural historian, Ms. Irby's Collier County experience includes Immokalee Road (CR 846) at Randall Road Blvd Intersection PD&E Study; PD&E Study Golden Gate Estates - Three Bridges 8th Street NE, 16th Street NE, and 47th Avenue NE; Eleven Bridge Replacements East of Immokalee and SR 29; San Marco Road from Vintage Bay Drive to Goodland Road; and 1-75 at Pine Ridge Road Interchange Improvements. • Applies various qualitative research methods to interpretive analysis, critiques, and field studies in order to evaluate and document the unique layers of the built environment • Conducts historical research and prepares project -specific historical overviews using research tools such as: USGS quadrangle maps, historic Sanborn fire insurance maps, deed and tax records, city directories, historical aerials, various GIS systems and other mapping software for aerial photograph interpretation. • Performs Quality Assurance/Quality Control on reports by revising, editing, and contributing to the preparation of Survey Reports as well as Assessment of Effects Reports. • Prepares historic resource surveys, including documentary and background research, historic contexts, local designations, Determinations of Eligibility (DOE), and mitigation measures for residential and commercial buildings and districts, and roadways. • Completes Section 106 work involving the identification and documentation (photographic and written) of historic resources, evaluating NRHP eligibility of individual structures and districts, writing historic contexts, establishing areas of potential effects and assessing primary and secondary effects, and writing technical reports encompassing documentation, eligibility, and effects determinations for submission to the SHPO. • Conducts historical site assessments and historic resource evaluation considering integrity & National Register eligibility determination. • Employs various software solutions to generate graphics for mitigation reports. 8110 Blaikie Court, Suite A, Sarasota, Florida 34240 1 (P) 941.379.6206 -Tampa Bay Area Office: (727) 588-0056 Tallahassee Area Office: (850) 926-9285 • St. Augustine Area Office: (904) 829-9100 Kimley»>Horn 74 Kimley-Horn has a company policy of meeting or exceeding our clients' stated minority business participation goals. Kimley-Horn is not a certified Minority Business Enterprise (MBE) or Disadvantaged Business Enterprise (DBE) firm, but through corporate policies and philosophy, the firm actively seeks to encourage and promote the use of MBE/DBE firms. We provide interested minority firms with the opportunity to serve as a subconsultant on our teams, and actively seek to increase and update our large database of qualified MBE/DBE firms to use on future projects. Our aggressive MBE/DBE utilization policy ensures that Kimley-Horn is furthering the positive economic development momentum that the State of Florida advocates through the use of minority -owned businesses by its contractors. Our commitment to retaining minority firms to partner with us on projects is demonstrated by the amounts Kimley-Horn has paid to minority businesses during the past 5 years. Kimley-Horn believes that is important to select MBE/DBE firms who are not only qualified but also have the ability to meet the specific needs of a project. For this contract, Kimley-Horn has partnered with Tierra, Inc., who is a state -certified Minority Business Enterprise, to provide geotechnical services and Archaeological Consultants, Inc. (ACI), a state -certified Woman Business Enterprise and FDOT-certified Disadvantaged Business Enterprise, to provide cultural resources assessment survey. Diversity and Inclusion at Kimley-Horn Consistent with our culture, Kimley Horn is committed to an inclusive environment where diversity is embraced, valued, and celebrated. We want our employees to feel connected and empowered in their careers and in service to our clients and communities. By recruiting, mentoring, developing, and retaining diverse staff at all levels, we can fuel innovation and increase our competitive advantage within the marketplace. Our Diversity & Inclusion Committee has developed a variety of tools, resources, and activities to broaden our perspective of this topic, including an internal Diversity & Inclusion web page and blog, our salary classification and review process which has been designed to identify and eliminate bias, and various webinars and internal seminars that allow us to share experiences and broaden perspectives to formulate actionable and measurable steps to further equity. Kimley»)Horn 75 Tierra, Inc. Minority Business Certification Tierra, Inc. Is certified under the provisions of 287 and 295.187. Florida Sedules, fora period from: 08/302021 I, 08/30/2023 MAXAGEMENf� SEERVICES Archaeological Consultants, Inc. Woman business Certification Archaeological Consultants, Inc. Is certified under the provisions of 287 and 295.197, Florida Statutes, for a period fmm: 09/22/2021 io 09/22/2023 NIAXAGEMEXI� SERVICES nIAN1 FDOT � " . �Iirpoaafianal GREATER AUTHORITY ���..Airport /�= AVIATION AUTHORITY eyL6Dr(gQ. �2""7"""" �(Iryl7 2%jr0�9r2nL Disadvantaged Business Enterprise (DBE) Certificate of Eligibility ARCHAEOLOGICAL CONSULTANTS INC MEETS THE REQUIREMENTS OF 49 CFR, PART 26 APPROVED NAICS CODES: 541720 v- ii vs;u 8/15/16 DATE V/CTORIAV.SMITH nec[tm�.we,yi,�,.. ru„yoo�mre/rrei.�.,.,,,,.,,, ®i .o.,.. BPs WARD IAHAM Kimley»)Horn 76 The Kimley-Horn team has successfully completed the planning, design, and post -design services on many bridge and roadway design and construction projects throughout Florida. We have worked with various departments in Collier County over the years and have consistently built relationships based on our performance to provide high quality products, timely responses to resolve any issues or concerns, timely submitted deliverables, and always meeting project schedules. The best testament of our commitment to quality is when a design project is constructed with no claims, and zero errors and omissions. Quality quotes and reference letters/reference questionnaire grades that we have received from our clients (included in this section) reflect the high -quality product which Kimley-Horn and its subconsultants have produced for our clients. Our team thoroughly understands Collier County's preferences and concerns for this contract. We have put together a team specifically tailored to the needs of this important contract and a long history of working together. The following Florida projects are similar to the anticipated design services associated with this project. We believe these projects illustrate our team's qualifications and success with similar projects. In addition, we have included a project matrix to highlight the specific similar experience types illustrated by each project example. This matrix provides a summary of the type of work we completed compared to those required by your contract. Kimley-Horne 1313"13=" Kimley>Morn 77 OR DESIGN SERVICES FOR 47T" AVENUE NE - _ \ - RpC 1NT(1 immoKaiee rcoaa to Evergiaaes Jiopievara, I - - — - — —� ---1) T Drainage/ Signing/ Bridge Roadway Public Project Title Sidewalk Permitting & Utilities Pavement Design Widening Involvement Environmental Markings Boca Grande Isles 16th Street Bridge • Replacement Fort Myers Country Club Pedestrian Bridges • Corkscrew Road Widening from Ben Hill Griffin • • Parkway to Alico Road, Wildlife Crossing Bridges Immokalee Complete Streets • --. 1-95 Interchange at Ellis Road / St. Johns Heritage O Parkway SR 600 at Al A • SR Al A (Atlantic Ave) North of SR 500 to US 192 • • to South of SR 404 John Rodes Sidewalk Topographic Survey O Beyond 1-4 Seg 4 SR 400 to 1 /2 Mile East of SR 472 Eleven Bridge Replacements East of Immokalee and SR 29 GRAS & Monitoring of the 10th & 11 th Avenue South Booker Creek Bridge Culvert Replacement • (Bridge No.157235) CRAS of CR 664 Bridge over Little Payne Creek • (Bridge No. 060034) SR 5/US 1 NB Over Turnbull Creek Bridge Replacement Ortiz Avenue Widening from Colonial Blvd (SR 0 884) to Dr. Martin Luther King Jr. Blvd (SR 82) Kimley>»Horn 79 Minimum Change Order History One of our goals in delivering exceptional client service is to reduce the number of change orders when a project goes to construction. Change orders are often due to unforeseen site conditions. Projects that experience higher percentages of change orders relative to construction costs often involve sites where subsurface conditions are not known or where existing utilities are not well documented. We usually address this through several methods —mandatory pre -bid meetings and site walks, site familiarity of the contractor prior to bidding, and field investigations such as subsurface utility excavation. Change orders can be due to insufficient details on plans and specifications. We try to stay ahead of the curve by close and frequent interaction and coordination with County staff to elicit feedback and monitoring on design details. A Quality Control Manager is assigned to each of our projects, and all projects go through an intensive and thorough QA/QC program. The project is reviewed not only for conformance to design standards, but to constructability as well. Bob Joel, P.E. and Deborah Knighton, P.E. will serve as our QA/QC reviewers. They both have decades of engineering experience in their respective disciplines —roadway design and drainage —and have provided QA/QC reviews on a wide range of roadway projects similar to the Design Services for 47th Avenue NE - Immokalee Road to Everglades Boulevard project. Lastly, change orders can result from unexpected conditions such as the owners or stakeholders not being informed or changing their minds about a set course of action. We have found that dissemination of information is vital to the project success as well as getting buy -in from the local community or other stakeholders (Operations and Maintenance people, for example). We adhere to the "early and often" philosophy in establishing and maintaining a line of communication for all interested parties. Our Public Involvement team —comprised of project manager Faisal Awan, P.E., deputy project manager Rick Arico, P.E., and Lisa Stone, P.E.—is prepared to provide Public Involvement activities as required by this project. As evidenced by the quality quotes and reference letters/reference questionnaire grades included in this section, Kimley-Horn and its subconsultants have a distinguished history of successfully completing projects on time and within budget. Over the course of the last five years of transportation projects, we have been able to manage change orders/claims to less than one percent of construction cost. The table below depicts some of the many projects we have successfully delivered to our clients, exceeding their expectations. This has been possible through our unique, innovative, and effective ability of meeting or exceeding project schedules, management approach, control of project budget, and robust quality control and quality assurance process. Kimley»)Horn 80 Relevant Project Experience W_ --No BURNT STORE ROAD WIDENING I Charlotte County, FL Kimley-Horn completed design services for the reconstruction of 2.6 miles of Burnt Store Road from a two-lane rural minor -arterial roadway Relevancy to 4711 Avenue NE: • Box culvert design • Roadway design • Sidewalks • Drainage • Utility design • Maintenance of traffic • Signing and pavement marking • Permitting through SWFWMD and USACE to a four -lane rural arterial section which can effectively be expanded to a six -lane high-speed suburban facility in the future. The new typical section consists of a four -lane divided roadway with sidewalks, street lighting, open drainage, and utility design. Our design services included realignment of the roadway to minimize property impacts and improving driver safety at the Zemel Road intersection by reducing superelevation and increasing sight distance. The scope of this project included a drainage design that would accommodate a future six -lane section necessitating five pond locations, four floodplain compensation sites, and five major culvert crossings including three concrete box culverts. Additionally, four new utilities ranging from 16-inch reuse and water mains to a 24-inch water main and a 20-inch force main required close coordination with Charlotte County Utilities as well as other stakeholders with facilities within the right-of-way. A compressed schedule driven by project funding was a critical factor and was strictly adhered to. Meeting these benchmark submittal dates resulted in the project qualifying for $3 million in TRIP (grant) funding. Services included establishing design criteria for the project; collecting topographic survey data for the corridor; conducting archeological and environmental surveys; performing Phase I and II environmental assessments, preparation of a pond siting report; preparation of a design report; preparation and submittal of permit applications for SWFWMD and USACE; field confirmation of existing primary utility locations within the project area; and preparation of design plans including roadway, lighting, signing and pavement marking, drainage, maintenance of traffic, utilities, and structures. MCNAB ROAD OVER CYPRESS CREEK (C-14) BRIDGE Relevancy to 4�t'' Avenue NE: REPLACEMENT AND TERRA MAR DRIVE OVER SPANISH RIVER • Utility coordination/relocation BRIDGE REHABILITATION PROJECTS I Pompano Beach, FL • Permitting Kimley-Horn was retained by the City to provide design and consulting • Roadway improvements services for two separate bridge projects within the City as part of the • Permitting current G.O. Bond. The McNab Road bridge replacement included • Geotechnical services extensive permitting with the USCG, ACOE, SFWMD, and Broward County. The replacement of this navigable bridge included utility adjustments as well as environmental permitting. The replacement also incorporated aesthetic features appropriate to the surrounding areas. Improvements at Terra Mar Drive included repairs to the existing bridge and seawalls to address deterioration. The design included upsizing the pre-existing water main along Terra Mar Drive and incorporating aesthetic features. Our team provided structural, architectural, roadway, permitting, utility adjustment, and geotechnical services for both projects. Kimley»)Horn 81 SE 6TH TERRACE BRIDGE OVER SFWMD G-16 CANAL Relevancy to 47' Avenue NE: Pompano Beach, FL Kimley-Horn was retained by the City to design and permit a new • New bridge over canal bridge crossing over the SFWMD G-16 canal. This canal is a navigable • Utility coordination/relocation waterway and required permitting through the US Coast Guard • Permitting (USCG), US Army Corp of Engineers (ACOE), South Florida Water • Roadway improvements Management District (SFWMD), and Broward County. The new bridge • Geotechnical services will replace the existing and provide a safer driver alignment than the existing while increasing navigable vertical clearance. Relevancy to 471' Avenue NE: • New bridge design/construction over waterway • Widening of two-lane rural roadway • Travel lanes • Sidewalks • Maintenance of traffic Relevancy to 4711 Avenue NE: • Bridge design over water • Sidewalk/pedestrian paths • Maintenance of traffic MIDWAY ROAD BRIDGE OVER NORTH FORK OF THE ST. LUCIE RIVER, FDOT DISTRICT FOUR I St. Lucie County, FL Kimley-Horn designed a new 3-span bridge over the St. Lucie River. The project involved the widening of an existing undivided two-lane roadway to a divided four -lane urban roadway from west of South 25th Street to east of SR 5 (US 1), for a length of two miles. The new bridge utilizes precast/prestressed Florida-1 beams with span lengths set to accommodate the future typical section. The project also included retaining walls, drainage ponds, signing, lighting, signalization, landscaping, irrigation, and wetland mitigation. The corridor is within a historic area and our design considered right-of-way impacts, impacts to parks and schools, concerns of White City residents, access management changes, flooding and environmental concerns, 4(f) properties, utilities and, possibly, decorative lighting within the historic limits. The bridge typical section allowed for travel lanes, buffered bicycle lanes, and sidewalks/shared use paths. Phased construction allowed for the removal of the existing bridge while maintaining existing traffic. SUMTER BOULEVARD BRIDGE OVER THE COCOPLUM WATERWAY � North Port, FL Kimley-Horn was under contract with the City of North Port to design a bridge replacement of Sumter Boulevard over the Cocoplum Waterway. The new bridge is four 37.5-foot spans for a total bridge length of 150 feet. The overall bridge width is 86.5 feet. The bridge was designed to incorporate planter boxes in the median to add a decorative feature to the bridge and includes eight -foot pedestrian paths on both sides. The superstructure consists of simple span precast flat slabs with reinforced pile bents and end bent caps supported on 18-inch recast/ prestressed concrete piles. The City has also contracted Kimley- Horn to complete the bridge design on Sumter Boulevard over the Snover Waterway. This bridge is similar in length and width to the bridge over the Cocoplum Waterway. The project involved three- phase construction for maintenance of existing traffic and specialty landscape and lighting features. Kimley»)Horn 82 Relevancy to 47' Avenue NE: • Bridge design • Signing and marking • Utility improvements • Permitting • Public involvement LEGACY TRAIL EXTENSION DESIGN I Sarasota County, FL Kimley-Horn is providing Sarasota County with trail design and related engineering and landscape architectural services for the Legacy Trail Extension project from Culverhouse Nature Park to Payne Park, as well as the North Port Connector trail from the east end of pavement on Forbes Trail to Warm Mineral Springs park. For these two segments, Kimley-Horn is providing trail design and related civil engineering, structural/bridge engineering, bridge inspection, planning/landscape architecture, environmental assessment/permitting, stormwater management, utilities infrastructure, communication system, and community engagement services. The Legacy Trail Extension segment of the project (approximately 8.9 miles) consists of trail improvements along the old Seminole Gulf Railroad right-of-way and includes trail improvements, drainage, landscaping, three trailheads including lighting, seven rest stops, two trail bridges (to be inspected and evaluated for rehabilitation), numerous at grade crossing requiring signing and markings, signalization and landscape improvements along the entire trail. Additionally, this segment of the project includes utility improvements consisting of a new water main, reclaimed water main and communication conduit with fiber. The North Port Connector trail segment of the project (approximately 4.8 miles) consists of an at grade asphalt and graded shell trail, three trail bridges (which may be box culverts depending on hydraulic evaluations). The Legacy Trail Extension project includes the Sarasota County Engineering Services for Fixed Span Bridge Rehabilitation, Repair and Inspection project. Design and planning features required for this project consist of the following: • Bridge Design • Bridge Rehabilitation Relevancy to 471' Avenue NE: • Goal of safety in all modes of travel • Roadway improvements • Signing and marking • Utility improvements • Permitting • Drainage improvements • Public involvement • Bridge Inspection Bridge Hydraulics • Estimation of Cost Repairs CENTRAL AVENUE IMPROVEMENTS I Naples, FL Kimley-Horn provided streetscape, intersection design, lighting design, and multimodal improvements for Central Avenue between 8th Street and Riverside Circle. Detailed traffic modeling was utilized to fully assess laneage requirements and the resulting level of service from possible lane modifications. The goal of the project was to provide a safe, balanced approach for all modes of travel through the corridor, including motor vehicles, bicycles, and pedestrians. Roadway improvements included milling and resurfacing, drainage upgrades to reduce flooding, utility upgrades to increase water main size and add reclaimed water service, landscaping improvements, and signalization upgrades. Our team helped direct a public involvement program with local stakeholders and agency staff to obtain consensus from the community for the approved design concept. Permit coordination was required with FDOT and Collier County for pavement, drainage, and signalization enhancements at the intersections of Central Avenue with US 41 and Goodlette-Frank Road. Kimley»>Horn 83 Relevancy to 47th Avenue NE: • Roadway widening • Right-of-way acquisition • Drainage design • Utilities coordination • Environmental permitting • Signing and pavement marking 9TH AVENUE NW, 75TH STREET NW TO 99TH STREET NW Manatee County, FL The project consists of the reconstruction and resurfacing of the west end of the 9th Avenue NW roadway from 75th Street NW to 99th Street NW. The project consists of construction of 10.5-foot standard vehicle lane widths, a 10-foot-wide multi -use trail, sidewalks, crosswalks, signage and striping, street lighting, piped and open drainage systems, stormwater ponds as needed, and wetland mitigation areas and/or floodplain compensation areas. The project will provide improvements at several intersections along 9th Avenue NW to reduce speed and improve pedestrian safety. Roundabouts are proposed at the intersections of 9th Avenue NW and 92nd Street NW, 83rd Street NW, and 78th Street NW. The project scope also includes constructing missing sidewalk links along 9th Avenue NW from 75th Street NW to 71 st Street NW. The project will consider a previously prepared 9th Avenue NW Conceptual Complete Streets presentation and a conceptual drainage analysis, along with direction received from the Manatee County Board of County Commissioners to be incorporated as appropriate into the engineering design. The intent for this project is to provide improvements consistent with the direction of Manatee County. The project improvements will seek to balance the needs of pedestrians, bicyclists, and motorists while providing enhanced safety for each type of user along the roadway. Right-of-way acquisition is also anticipated with the project. Project services will include: transportation design and engineering (including drainage); stormwater management and floodplain engineering; utilities coordination; geotechnical engineering and materials testing; land surveying, mapping, and subsurface utility engineering (SUE); hardscape design, environmental permitting and ecological services; land acquisition services; lighting design and engineering; and signing and pavement marking design and engineer. Tasks include initial data collection, preliminary design, intermediate design (at 60% and 90% completion), final design, permitting and utility coordination services, and bidding and construction phase services. Relevancy to 4711 Avenue NE: • Pedestrian connectivity/safety enhancements • Adding sidewalks • Innovative public involvement effort • Permitting with SWFWMD • Utilities coordination • Drainage coordination US 41 AT GULFSTREAM AVENUE INTERSECTION IMPROVEMENT STATEWIDE ACCELERATION AND TRANSFORMATION (SWAT) I FDOT District One, FL Kimley-Horn performed professional engineering services for the state's first State -Wide Acceleration and Transformation (SWAT) project for the multi -lane roundabout at the intersection of U.S. 41 and Gulfstream in downtown Sarasota. As a designated SWAT project, the PD&E and design efforts overlap to reduce the project schedule and streamline design efficiency. The ultimate design will include full reconstruction of the intersection to a roundabout configuration, and the addition of pedestrian signals, lighting, landscape, ADA, and drainage improvements. This is the first partial three -lane roundabout in the state. Due to its complexity, an emphasis has been placed on the public involvement (PI) effort, which Kimley-Horn also led. PI services consisted of 3D renderings, video, graphic boards, and innovative educational tools such as a multi -lane roundabout rug that allows for hands-on participation. Design improvements for this constrained Kimley»)Horn 84 urban intersection addressed multi -modal transportation, pedestrian connectivity/safety enhancements and balanced roundabout performance criteria such as fastest path analysis and design vehicle movements. Due to high pedestrian volumes FDOT is implementing the use of High Intensity Activated Crosswalks or Hawk signals. This timed crossing movement helps protect pedestrians while metering vehicular entry into the roundabout. Relevancy to 471h Avenue NE: • Structural design • Pedestrian connectivity/safety enhancements • Design to reduce congestion • Adding a turn lane BEARSS AVENUE AND BRUCE B. DOWNS INTERSECTION IMPROVEMENT STUDY I Hillsborough County, FL Kimley-Horn assessed the existing intersection E 148th Ave to determine the most cost-effective improvement to alleviate one of the most congested intersections in the County. The Preliminary Engineering Report (PER) assessed several at -grade signalized options including several elevated structural options. As a result of the PER process, it was determined that two options would result in the least amount of delay at the intersection. The first was a southbound elevated structural option that elevated the southbound travel lanes over the intersection. The second option involved at -grade intersection improvements to add a dual lane right turn southbound approach and triple lefts including a new lane of capacity along Bruce B Downs from the intersection to Fletcher Avenue. This option resulted in the Adding sidewalks least expensive cost, but slightly higher intersection delay. A detailed • Corr -Sim analysis was conducted to assess the existing and future traffic volumes to determine which options would provide the greatest benefit to Hillsborough County. Hillsborough County also requested that Kimley-Horn's intersection study be redeveloped to comply with NEPA requirements. Relevancy to 47th Avenue NE: Bridge design over canal OKEECHOBEE ROAD (SR 25) FROM EAST OF NW 87 AVENUE TO NW 79 AVE N U E I FDOT District Six, FL Kimley-Horn is providing final design services for the reconstruction of a one -mile section of Okeechobee Road in Miami -Dade County. Services include widening the existing road to four lanes in each direction; widening the NW 79th Avenue Bridge over the Miami (C- 6) Canal; intersection modifications at NW 95th Street and Frontage Road; relocation of an existing BJs Wholesale Club entrance and addition of a new free -flow right -turn lane; and new access from the Frontage Road to westbound Okeechobee Road. The project includes structural design, drainage design, signing and marking, signalization, lighting design, ITS system design, and landscaping along the corridor. • Roadway widening Okeechobee Road is a Strategic Intermodal System (SIS) facility that • Focus on traffic operations and serves as an important local and regional freight corridor carrying reducing crash volumes over 15% trucks daily. Okeechobee Road is bordered by the Town of • Adding a turn lane Medley to the south and the City of Hialeah Gardens to the north and is • Drainage design classified as a divided, urban principal arterial with three lanes in each • Signing and marking direction and a two-lane frontage road to the north. The Miami Canal (C-6) borders the facility to the south and NW South River Drive runs parallel to Okeechobee Road south of the Miami Canal. Because there are bridges that provide access from NW South River Drive to Okeechobee Road, NW South River Drive functions as an additional frontage road. NW South River Drive also serves as a major collector for the industrial areas south of the project corridor and is the most important, highly utilized corridor within the Town of Medley, which owns and maintains the road. Kimley»)Horn 85 Okeechobee Road serves as a restrictive highway due to the lack of access points and the presence of a frontage road. The surrounding commercial retailers and heavily industrialized areas create large volumes of traffic (especially trucks) that queue and back up into intersections and cause failing levels of service, operational deficiencies, and high crash volumes. The improvements along Okeechobee Road are required due to substandard traffic operations, the need to optimize the road's effectiveness as a major freight corridor and link to other major facilities, and its importance as an access route for nearby commercial, industrial, and residential properties. ... - DESIGN SERVICES FOR SW 157 AVENUE FROM SW 42 STREET TO SW 26 STREET I Miami -Dade County, FL -r�t1 ""' Kimley-Horn performed professional engineering design services for SW 157 Avenue Roadway improvement projects that included: the preparation of complete construction plans to include master Relevancy to 47t' Avenue NE: planning, traffic study, and public involvement for widening SW 157 Avenue roadway from SW 42 Street to SW 26 Street from two lanes to • Roadway widening/ four lanes. The project includes new raised landscape medians, bike improvements lanes, sidewalks, curb and gutters, storm drainage system, pavement • New sidewalk markings and signage, signalization, and roadway lighting. The scope • Signing and marking also includes all permits, environmental assessments, construction • Drainage design administration services, geotechnical services, and utility coordination. • Permitting Miami -Dade County will provide the topographic survey and perform • Utility coordination Right -of -Way acquisition. Kimley»>Horn 86 CEO 7eY C0-11 my Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: RPS No. 23-8085; Design Services for 47th Avenue NE - Immokalee Road to Everglades Blvd Reference Questionnaire for: Kimley-Horn and Associates, Inc. (Name of Company Requesting Reference Information) Faisal Awan, P.E. (Name of Individuals Requesting Reference Information) Name:Alejandro Sauleda (Evaluator completing reference questionnaire) Email: Alejandro. Sauleda@miamidade.gov FAX: Company:Miami-Dade County (Evaluator's Company completing reference) 305-375-4866 Collier County has implemented a process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey. Please rate each criteria to the best of your knowledge on a scale of 1 to 10, with 10 representing that you were very satisifed (and would hire the firm/individual again) and 1 representing that you were very unsatisfied (and would never hire the frm/indivdival again). If you do not have sufficient knowledge of past performance in a particular area, leave it blank and the item or form will be scored "0." Project Description: Design Services for Wideningof f SW 157 Avenue from SW 42 Street to SW 26 Street in Miami - Dade County Project Budget: Design Budget: $550,000, Construction Budget: $8,569,841 Completion Date: Estimated Designpletion 06/30/2023 Project Number of Days: Estiamted 730 Item Criteria Score must be completed) 1 Ability to manage the project costs (minimize change orders to scope). 10 2 Ability to maintain project schedule (complete on -time or early). 10 3 Quality of work. 10 4 Quality of consultative advice provided on the project. 10 5 Professionalism and ability to manage personnel. 10 6 Project administration (completed documents, final invoice, final product turnover; invoices; manuals or going forward documentation, etc.) 10 7 Ability to verbally communicate and document information clearly and succinctly. 10 8 Abiltity to manage risks and unexpected project circumstances. 10 9 Ability to follow contract documents, policies, procedures, rules, regulations, etc. 10 10 Overall comfort level with hiring the company in the future (customer satisfaction). 10 TOTAL SCORE OF ALL ITEMS 100 87 Co fle-r County Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: RPS No. 23-8085; Design Services for 47th Avenue NE - Immokalee Road to Everglades Blvd Reference Questionnaire for: Kimlev-Horn and Associates, Inc. (Name of Company Requesting Reference Information) Burt Baldo, RE (Name of Individuals Requesting Reference Information) Name: Bao-Ying Wang Company: FDOT District Six (Evaluator completing reference questionnaire) (Evaluator's Company completing reference) Email fl.us FAX:305.470.6725 305.470.5211 Collier County has implemented a process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey. Please rate each criteria to the best of your knowledge on a scale of 1 to 10, with 10 representing that you were very satisifed (and would hire the firm/individual again) and 1 representing that you were very unsatisfied (and would never hire the frm/indivdival again). If you do not have sufficient knowledge of past performance in a particular area, leave it blank and the item or form will be scored "0." Project Description: Okeechobee Road (SR 25) from East Completion Date: Ongoing of NW 87 Ave to NW 79 Ave Project Budget: $5.6 M (Cost); $41.4 M est. (Cost) Project Number of Days: N/A Item Criteria Score must be completed) 1 Ability to manage the project costs (minimize change orders to scope). 9 2 Ability to maintain project schedule (complete on -time or early). 10 3 Quality of work. 10 4 Quality of consultative advice provided on the project. 9 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 98 m Co ier COUHty Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REOUIRED REFERENCE) Solicitation: RPS No. 23-8085; Design Services for 47th Avenue NE - Immokalee Road to Everglades Blvd Reference Questionnaire for: Kimle -Horn and Associates, Inc. (Name of Company Requesting Reference Information) Hao Chau, P.E. (Name of Individuals Requesting Reference Information) Name: Emily Brown (Evaluator completing reference questionnaire) Email: .com FAX: Company: M.L. Carter Development Group (Evaluator's Company completing reference) 407.581.6202 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: Daryl Carter Parkway from International Completion Date: May 2019 Drive to Apopka Vineland Road. This project involved the final design and permitting of a four -lane, divided urban facility with a bridge overpass across I-4. Project Budget: $2,960,200 (Design); $32,800,000 Project Number of Days: —1400 days (Phase I); (Construction) —1900 days (Phase II) 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 m Introduction: The Kimley-Horn (KH) team is fully aware of the intense growth expected in this part of Collier County and understands the primary goal of the project is to improve system connectivity, mobility, and emergency response times in the Golden Gate Estates and eastern Collier County areas. These goals will be achieved by constructing a bridge along 47th Avenue NE over Golden Gate Main Canal and with safety improvements by widening existing 9' lanes to 11' lanes with shoulders in both directions. The genesis of this project is the "East of 951 Horizon Study for Bridges (dated 2008)"that included 12 bridges to identify the need for additional connectivity in the Estates and subsequently recommended locations needing additional connectivity. The proposed bridge within this project limits along 47 Avenue NE, if built, was ranked in top five out of 12 in terms of improvements in emergency response, mobility, and service efficiency. To get comprehensive understanding of the project, we have reviewed Project Development & Engineering (PD&E) documents including Concept Plans, Preliminary Engineering Report (PER), Location Hydraulics Memorandum, design exception package, available crash data, Collier County work program, and RPS documents. Our team is currently working on the 16th Street NE project as a subconsultant. We will use the recently constructed 8th Street NE Bridge project and our experience on 16th Street NE as a guide for the design of 47th Avenue NE project. The KH team is very familiar with the issues on 47th Avenue NE and the objectives of this project. Our project approach has been established to meet the criteria set forth in the RPS and existing PD&E study completed by FDOT and provided by Collier County. As the prime design and permitting consultant, Kimley-Horn will be responsible for all aspects of the project, including technical accuracy of the services performed and management of the team's efforts. The Kimley-Horn team has extensive experience in all the work groups of the RPS. We understand the 47th Avenue NE improvements project is funded through Collier County Surtax proceeds and may be changed to be a federally funded LAP project. Therefore, familiarity with the LAP process/delivering projects under the LAP program will be critical to the project's successful delivery. Kimley-Horn is extremely familiar with FDOT's LAP process. Led by deputy project manager Rick Arico, P.E., we are currently serving District One under our "District One Program Management LAP Support" contract. Therefore, there will be no learning curve on this project. Typical Section: 47th Avenue NE is an undivided roadway with two 9-foot travel lanes, unpaved shoulders, and drainage ditches on both sides within the project limits. The existing Right of Way easement within the project limits is 60 feet. The roadway is classified as a Rural Major Collector with a design speed of 35 MPH and posted speed of 30 MPH. The proposed typical section recommended by the PD&E (Figure 1) consists of two 11-foot travel lanes in each direction with 2-foot unpaved shoulder in both directions, a sidewalk (2-foot offset from the proposed unpaved shoulder) on the north side and drainage ditches on both sides. Pavement widening to achieve two 11-foot lanes is proposed on the north side to facilitate the construction. This will trigger shifting of the proposed roadway crown (use of overbuild) to the north. We also understand that a design exception for 2-foot unpaved shoulders has been obtained during the PD&E process. For improved pedestrian safety and an enhancement to the PD&E concept, we recommend installing the proposed sidewalk at the north existing right of way easement line to increase the separation between the roadway and the sidewalk. This will also facilitate a wider ditch bottom on the north side. We also understand that the RPS requests for two 11-foot lanes, a sidewalk on one side and 6-foot shoulders (4-foot paved, 2-foot unpaved) in both directions (Figure a) versus 2-foot unpaved shoulders approved in the PD&E. The RPS's suggested typical section can be achieved by performing the widening on the south side along with proposed crown shifted to the south (use of overbuild) to facilitate the construction of the roadway and installation of the sidewalk on the north side, but will reduce the ditch capacity compared to the PD&E approved typical section. Installation of 6-foot shoulders will improve the corridor safety, but the cost of construction will be increased due to the need s' WK 9' w PD&E -",A 60' EXISTING EASEMENT PROPERTY LINE STING I 4 EXIST. PAVT EXISTING EASEMENT 30' 30' EASEMENT LINE PROPOSED LINE 6' . 7' ISWKI 4' I 11' 11' 1 21' 1 t 2' NATURAL NATURAL GROUND 5 MIN GROUND i 4 EXIST. PAVT. DRAINAGE PIPE 22' PROP. PAVT. TYPICAL SECTION PER PD&E 1 47TH AVE NE (2' UNPAVED SHOULDERS, WIDENING AND SIDEWALK TO THE NORTH) 60' EXISTING EASEMENT PROPERTY LINE 4 EXIST. PAVT. 30' � 30' EXISTING EXISTING EASEMENT 6'SWK 6'SHLDR 6'SHLDR EASEMENT LINE 9 11' 11'bl. bl.11' LINE 111 NATURAL NATURAL GROUND GROUND 13 1:4 — -- --- �1-41:3 18' EXIST. PAVT. DRAINAGE PIPE 22 PROP. PAVT. DRAINAGE PIPE TYPICAL SECTION PER RFQ 1 47TH AVE NE Kimley»)Horn 90 of drainage pipes on the south side in addition to installing them on the north side. At the inception of design, we will discuss both options with the County and proceed accordingly. Our cost-effective approach to rehabilitate the existing pavement and improve rideability is to perform milling, resurfacing and overbuild (cross -slope correction -as needed), however, our field observations indicate that there are several locations within the project corridor that shows signs of cracking, depression and rutting of existing pavement. We will obtain pavement cores to verify there are no existing pavement base issues and that defects are confined to the asphalt layer. If the pavement cores determine base issue, we would need to look at alternative strategies to strengthen the entire pavement structure, either through partial reconstruction or full reconstruction in select areas. Design for the roadway pavement, milling, resurfacing, and overbuild will be performed in coordination with Collier County and in accordance with the FOOT Flexible Pavement Design Manual using the results of core boring and 18 Kips traffic loading projections. To maintain consistency, we will also review the pavement design of the recently completed pavement rehabilitation project along Everglades Blvd. Our pavement design will consider the full life cycle of the project, which includes construction and maintenance, to offer the most cost-effective option. All the turning radii will be established using AutoTurn. We will ensure that our intersection design at Immokalee Road and 47 Avenue NE accommodates the trucks accessing the electric sub -station on the northwest corner of the intersection. At Everglades Blvd., the PD&E approved an eastbound exclusive left turn lane only, however, the RPS requests exclusive offset left turn lanes on all approaches. Due to constraint existing right of way, impacts to existing drainage features at the intersection, and proximity of electrical transmission poles, we will review the available traffic and crash data to ensure the need an offset exclusive left turn lanes for all approaches. We will discuss results of our findings with the County and proceed accordingly. Pedestrian and Transit Accommodations: A continuous sidewalk is being proposed along the westbound travel lane. For improved pedestrian safety, we propose to install the sidewalk at or as close to the existing right of way easement line as possible (instead of 2-foot offset from unpaved shoulder (as approved by the PD&E's concept) in accordance with the FOOT Design Manual. Pedestrian safety will be a key factor in locating sidewalk crossings at driveways, intersections, and bridge transitions. There are no existing bus stop or transit facilities within the project corridor. Early in the design, the KH team with coordinate with Collier Area Transit to identify any future plans or opportunities to provide accommodations for future bus routes. Profile: The bridge over Golden Gate Main Canal will be designed to keep the vertical profile as low as possible to avoid impacts to adjacent properties and encroachment beyond existing right of way easement. The design high water elevation is 12.73 (NAVD 88) and the existing ground elevation is approximately 17.25 (NAVD 88). Our preliminary profile design indicate that we can meet the 4-ft vertical clearance requirement by South Florida Water Management District (SFWMD). We will reevaluate our preliminary profile once we receive the design survey and if is determined that vertical clearance needs to be reduced less than 4-ft minimum (SFWMD criteria), then we will get it approved through a formal waiver process from SFWMD. Additionally, near the bridge our proposed profile will consider sight distance requirements for the adjacent properties and also avoid proposing retaining walls throughout the project corridor. Side slopes will be proposed to match the existing ground. Slope protection along the canal and sides of the bridge will be provided per SFWMD standards. Guardrail protection will be provided off the bridge such that adjacent hazards are protected. Traffic Safety Studies: Publicly available crash data was obtained from FDOT's State Safety Office GIS. The most recent five years of crashes data (2014-2018) revealed that a total of 16 crashes occurred within the study limits. Of these 16 crashes,13% occurred during non -daylight conditions which is lower than the statewide average. Additionally, 12 of the crashes (75%) occurred in the vicinity of the Immokalee Road and 47th Avenue NE intersection, including 10 angle crashes. It is anticipated that traffic volumes at this intersection will increase along with the new bridge connection that will provide access to Everglades Boulevard, which is anticipated to also increase the opportunity for crashes. Therefore, the intersection will be analyzed to minimize potential safety issues. As mentioned in the scope, a traffic signal warrant was conducted for the Immokalee Road and 47th Avenue NE intersection with a future traffic signal being warranted. The traffic signal is anticipated to address the angle crashes at the intersection. Additionally, we shall review the FHWA's Crash Modification Factors Clearinghouse to determine additional improvements both at the Immokalee Road and 47th Avenue NE intersection as well as the rest of the study corridor for additional safety improvements to address potential safety deficiencies before they become an issue. Drainage: Most of the 47th Avenue NE corridor drains to adjacent wetland and surface waters that connect to the Golden Gate Main Canal within the North Golden Gate Basin (WBID 3278S). The North Golden Gate Basin is an impaired waterbody for dissolved oxygen. The pre vs. post development nitrogen loading analysis will be included in the design. During the design process, in addition to providing treatment options for each sub -basin, we will evaluate opportunities to use compensatory treatment. The corridor is located within the Collier County Main Golden Gate Canal Basin with a local discharge rate of 0.04 CFS/AC. Kimley-Horn has extensive experience identifying alternatives for stormwater management including maximizing the use of infield areas for treatment and attenuation, using biofiltering chambers, exfiltration systems, and smart outlet control structures that could avoid the need for offsite ponds creating significant cost and R/W savings. Appropriate utilization of Best Management Practices is essential for this project preventing and controlling polluted runoff before reaching the ultimate outfalls. The proposed 47th Avenue NE onsite drainage will consist of both closed systems (inlets and pipes) and drainage ditches to collect roadway and offsite runoff. Interceptor ditches will be utilized if needed to convey offsite water to the existing outfalls. Special attention will be given to lateral outfall systems to avoid impacts upstream including the 38"x45"CMP cross drain east of Immokalee Road. Please note that the new drainage system will be analyzed not only to avoid adverse impacts in terms of flooding but also to improve the level of service of the corridor. Kimley>)Morn 91 .'>y • p4a. Multiple areas with FEMA Floodplain Zone AE (EL 13.5) and Zone AH (EL 17 to EL 18) are adjacent to the corridor. Floodplain encroachment/ compensation will be addressed during the design of the road. Impacts to ditches and swales storage and capacity will be identified to ensure that the proposed typical provides enough capacity to handle the existing offsite areas draining to the corridor. The project includes one bridge crossing over the Golden Gate Main Canal. A Bridge Hydraulic Report will be prepared for the crossings over the canal to properly determine options for the bridge widening. There are no regulatory floodways. Due to the widening, detailed modeling will be completed for the entire project not only to verify no floodplain impacts but also to avoid localized flooding. We will verify LiDAR contours accuracy with field observations during the data collection phase. During this time, we will also gather any permits or past hydrologic studies done in the area and are publicly available. Modeling will also allow us to consider existing basin overtopping when sizing culverts needed to maintain pre - developed drainage patterns. PD&E Reevaluation: The project was part of a Type 2 CE evaluation completed in 2015 as part of the National Environmental Policy Act (NEPA) process. If this project changes to be a federally funded LAP project, then a re-evaluation will be needed for any major design change, to proceed to the ROW phase and/or moving to the construction phase. Our experience completing PD&E documentation for federally funded projects with FDOT oversight will benefit the FDOT Statewide Environmental Project Tracker (SWEPT) review process. We also have experience with state -funded planning documentation specific to the State Environmental Impact Report (SEIR). Environmental: The environmental landscape within the project limits is dominated by low density residential homes with minor amounts of upland forests, wetlands, and surface waters. Roadside swales and ditches are adjacent to the existing roadway. There is one isolated wetland area that is adjacent to the existing right-of- way and the major surface water is the Golden Gate Main Canal. It is anticipated that minimal impacts to these systems would occur based on the roadway widening and bridge over the canal. Our team will perform a field review to determine the proximity of the wetland on the south side of 47th Avenue NE to the right of way, but it appears to be an isolated system outside of the project footprint. Overall, there is a moderate to high potential for protected species within or directly adjacent to the project limits due to the rural nature of the area and largely undeveloped residential parcels. Potential species involvement for federal and state listed species is likely to include the Florida bonneted bat (FBB), Florida panther, eastern indigo snake, red - cockaded woodpecker, Big Cypress fox squirrel, gopher tortoise, and the Florida black bear. The project is within the secondary consultation area for the Florida Panther, and near the Florida Panther National Wildlife Refuge. An updated panther habitat unit assessment will be needed based on the design layout to determine mitigation for the species. A FBB acoustic survey is anticipated for this project based on the project size and location within the consultation area. Kimley-Horn team has the experience conducting FBB acoustic and roost surveys as well as the equipment and software to determine if the species is present. Coordination with U.S. Fish and Wildlife Service (USFWS) will be necessary to determine if any other species surveys may be required for species after the habitat is assessed during the field review. Permitting: Updated permitting guidelines have shifted regulatory authority to the Florida Department of Environmental Protection (FDEP) for oversight under the 404 State Assumption permitting program. If no impacts are anticipated for the canal, then this project may qualify for a FDEP No Permit Required authorization and if impacts are anticipated, a State 404 Permit will be needed. In addition, a SFWMD ERP permit will be required for this project. Coordination with USFWS, Florida Wildlife Conservation (FWC) and the Division of Historic Resources will be conducted as needed prior to permit submittals to assure that permitting reviews by all agencies are efficient. Kimley-Horn's experience with permitting, coupled with established partnerships with applicable permitting agencies, will allow us to navigate the permitting process smoothly and efficiently as possible. Kimley-Horn's project team has extensive experience performing environmental evaluations and permitting for roadway corridor projects. Mitigation for unavoidable impacts to wetlands or species habitat is available at several private mitigation banks that have services areas within the project limits. Cultural Resources: Archaeological Consultants, Inc. (ACI) conducted a preliminary review of the approximately 3.0-mile section of 47th Street NE from Immokalee Road to Everglades Boulevard in Collier County, Florida. In 2014, ACI conducted a Cultural Resource Assessment Survey (CRAS) of these project limits, and no cultural resources were identified. The study area falls within the area covered by the Comprehensive Everglades Restoration Plan (CERP). This plan, developed in 2008, has a predictive model for locating potential archaeological sites, even in areas that have been heavily altered by agriculture or development. The testing conducted by ACI in 2014 adequately tested the high probability areas within that project area. A CRAS Addendum will be prepared as part of the re-evaluation process to identify any new historic resources 45 years of age or older. Structures: Designing a bridge to carry 47th Avenue NE over the Golden Gate Main Canal involves evaluating all factors that have the ability to impact the optimum bridge type. These factors include safety, construction cost, constructability, and life -cycle maintenance cost. The bridge will be designed in accordance with the "FDOT Structures Manual" and SFWMD's "Right of Way Criteria Manual for Use of Works or Lands of the District". �,sam Set Scour PPo6GC"(F4P P8�} pl cm r4A Wmn yl Enugnud Approach fCaatntae wraygd l.ryrraxham. � bia.n 9..no<h Trnn MWw�] 9C7irp� 6td ~ Relnfarcamen4 5P. -[6M Lin—D ' —�, GY5Agmtment 7—fwmrrm eP'w1 , I2 in 1] —11 RalnfOntad 58H FGund�tlo� Source: FHWA Geosynthetic Reinforced Soil Integrated Bridge System Interim Implementation Guide; Publication No. FHWA-HRT-11-026 Kimley»)Horn 92 145'-0" OVERALL BRIDGE LENGTH 30'-0" 1 48'-4" 48'-4" 48'-4" 1 30'-0" APPROACH SPAN 7 I SPAN 2 SPAN I SLAB APPROACH SLAB The proposed bridge typical section is to be similar to the 8th Street NE bridge which consists of two 12-foot travel lanes, a 6-foot shoulder on each side, and a 6-foot sidewalk connecting to the new roadway sidewalk. The 8th Street bridge features a 32" vertical traffic railing, 1'-1" in width, on the back side of the sidewalk and a 32" F-Shape traffic railing, V-6112" in width, on the other side. We recommend following current FOOT Standard Plans and selecting the 36" Single Slope traffic railing in lieu of the 32" F-Shape traffic railing. Another alternative to consider for the typical section would be to eliminate the raised sidewalk on the bridge and improve safety by separating traffic from pedestrians with the use of another 36" Single Slope traffic railing, l'-4" in width. Pedestrians would be protected from drop off with a 42" in height concrete parapet, 9" in width, in lieu of the 32" height vertical face traffic railing, V-1 " in width with a metal bullet railing. This alternative would improve safety, reduce cost, reduce loads, improve maintenance, and simplify construction. The canal isn't navigable and a waiver to reduce the 4 feet of clearance to 2 feet from design high water to the bottom of the superstructure has been approved by SFWMD in other locations along this canal. Additionally, SWFMD has stated a waiver at this location is "likely to be approved" in past meetings between SWFMD and Collier County. In accordance with the SFWMD bridge design criteria, an odd number of spans must be used to avoid placing pile bents in the center of the canal. Based on a standard 1:2 (vertical: horizontal) embankment slope, 6-foot wildlife berms at each abutment, the design high water elevation at each location, and assumptions for the canal bottom width and elevation, the proposed bridge length is expected to be approximately 145 feet which accommodates two bridge types: a 3-span slab bridge or a single span beam bridge. The 3-span slab type bridge has advantages in height and weight, which reduces impacts to side slopes/the need for retaining walls and potentially reduces the size of crane needed when compared to a single span Florida -I beam. However, ignoring all other impacts and only looking at bridge costs, a Florida -I beam introduces a savings of $425,000 to the project and should be further evaluated for impacts to right-of-way, environmental impacts, constructability and improvements to the bridge for life -cycle maintenance. By eliminating bents in the water, you eliminate scour concerns and corrosion issues with piles in the canal. Nonetheless, if final design advanced with a 3-span slab type bridge, innovative ideas could still be employed to improve the design above the 8th Street bridge. A GRS-IBS foundation system could be considered as an alternative at the end bent locations to potentially reduce the amount of piling required by about 1000-1200 linear feet. Also, Florida Slab Beam (FSB) bridges now serve the purpose of prestressed slab unit (PSU) bridges and are performing better in terms avoiding longitudinal cracking in the deck which has too often plagued PSU bridges. We would recommend the use of FSBs in lieu of PSUs which perform better for no increase in superstructure height. Due to the anticipated moderately aggressive environment classification, we would coordinate with FOOT State Materials office to provide the proper concrete mix design and additives needed to ensure life -cycle maintenance costs was being appropriately considered in the design. As part of the life -cycle cost analysis, we would also evaluate FRP and stainless steel reinforcing in the piles, beams and deck in addition to standard carbon reinforcing. Temporary Traffic Control Plan (TTCP): Adjacent properties within the project corridor are primarily residential and for the majority of the properties, 47th Avenue NE is the only roadway providing access to those properties from Immokalee Road or Everglades Blvd. Access to all properties will be maintained throughout the construction. Our TTCP design will consider emergency vehicles, school buses, and trucks accessing the electrical sub-station/delivery trucks. Access to the bridge work zone will be closed off to the travelling public at all times for their safety. TTCP for this project will follow FOOT Standard Plans Index 102 series and Manual on Uniform Traffic Control Devices (MUTCD). Our MOT Plans will include Portable Changeable Messaging signs one on either end of the project alerting the road users of the project and informing the public regarding commencement date of the Construction. These message signs will remain in place for the length of the project and updated with each construction phase informing the public of traffic changes. Utility Coordination: Utility coordination will be initiated immediately after notice to proceed is received. We understand the importance of early utility coordination in the design process. It's important to be familiar with what type of utilities are present, where they are located, clearance requirements and any utility easement information prior to starting design. New steel transmission poles and overhead lines were installed in 2021 within the project limits. Our design intent will be to avoid impacts to the existing transmission poles and lines. Subsurface utility engineering Kimley»)Horn 93 .'>y • p4a. services is recommended to be performed on this project to avoid conflicts with proposed drainage structures, drainage pipes and signal poles. One of our goals will be to get the utility agency owners information regarding the proposed design as quickly as we can. If relocations are needed, they will happen prior to this project going into construction in order to minimize risks for construction delays and conflicts. We understand that the following agencies have existing utilities within the project limits: CenturyLink, Collier County Water & Sewer, Comcast, Lee County Electric Cooperative and TECO Peoples Gas. Signing and Pavement Marking: Kimley-Horn will inspect and document existing signs and provide a recommendation to maintain, replace, or relocate each sign panel and foundation based on the condition of the assembly and nighttime retro-reflectivity inspection. We will evaluate the use of audible and vibratory pavement markings (profiled thermoplastic) on the outside lane lines for improved driver safety. Shadow/black contrast markings will be proposed on any concrete surfaces such as the Golden Gate Main Canal Bridge. Plans will be prepared in accordance with the Manual of Uniform Traffic Control Devices (MUTCD), which is the national design criteria and FOOT Design Standards. Kimley-Horn's Stewart Robertson, RE, sits on one of the national MUTCD committees, which is a clear testament to our recognized national expertise in this field that is offered locally. Lighting: The intersections at 47th Avenue NE and Immokalee Rd and 47th Avenue NE and Everglades Blvd. will be analyzed to determine if lighting is warranted for this project. Crash data and existing traffic information will be reviewed, and a lighting justification report will be prepared and submitted to the County to document our findings. There is an existing Iuminaire mounted on a utility pole at the SE corner of the intersection of 47th Avenue NE and Immokalee Rd. There is no existing lighting present at the 47th Avenue NE and Everglades Blvd. intersection. If lighting is warranted at either intersection, our team will coordinate with the County on the needed improvements. Signalization: A new traffic signal will be installed at the intersection of Immokalee Road and 47th Avenue NE based on the completed Signal Warrant Analysis. Early coordination will be required with utility agency owners due to the amount of existing overhead and underground utilities present at this intersection. Right of way and easements will be reviewed and coordinated with the County for construction of signal poles and future maintenance. Signal poles and other signal equipment will be located to meet required clear zone criteria and clearance to existing overhead lines. Our team will coordinate with Collier County to determine the possibility of installing signal mast arms due to the overhead transmission lines. Coordination will take place with the power company for the proposed signal service point. The signal will be designed and permitted in accordance with the County Technical Special Provisions for Signalization and Details, in close coordination with the County Traffic Operations Department, MUTCD and applicable FOOT design criteria. Public Involvement Plan: Kimley-Horn will work with County Public Information Officer Connie Deane to help keep the public informed throughout the project. To "kickoff" the design project, a public information workshop will be held at the 30% design phase to provide the public with an opportunity for providing input at the beginning stages of the design. An additional public information meeting will be held between the 60% and 90% design phase to allow the public to provide comments on the specifics of the proposed design. Our team has helped FOOT write the guidelines for hybrid, virtual, and in -person, public engagement that is here to stay. We will continue to be flexible and open to virtual opportunities to engage the public, which has been very successful. Survey, SUE, and R/W Mapping: Initial survey stands as one of the early critical path scope items in the project schedule. McKim & Creed (M&C) will provide all survey, SUE, and mapping efforts in house reducing delays in coordination as compared to a multi -firm survey team approach. Concurrently with completing the design survey, M&C will begin mapping efforts in preparation of creating a R/W Control Survey and R/W Map. This will involve retracement of the survey baseline, location of Public Land Survey System (PLSS) government corners, and location of adjoining subdivision block corners. A retracement worksheet drawing will be submitted to Collier County survey staff to review survey decisions prior to generating the supporting Control Survey and R/W Map. Initial SUE efforts will include electronic designation of existing underground utilities. As appropriate and approved by the County, spot testholes will be completed to verify the size and material of designated utilities at potential conflict locations. Bid Assistance: We will prepare and can distribute bid documents recommending contractor bids for award on behalf of the County, review contractor bids and prepare bid tabulation, and prepare a contractor recommendation. Although our aim is to prepare a plan set that can stand by itself, we will respond to contractor requests for information and clarification in a timely manner. Kimley-Horn's staff is experienced with all procedures associated with bidding projects to construction, including conducting pre - construction meetings, addressing contractor requests for additional information, preparing written addendums for County review, and recommending contractor bids for award. Control of Project Schedule and Budget: We recognize that budget and schedule control are critical to the success of the County's project. Cost and schedule control are inherently tied to people — their experiences, vision, management styles, and philosophies all affect significant components of a project approach and its execution. Identifying realistic goals, developing a focused action plan that addresses only those items necessary to accomplish the goals, anticipating the implications of decisions made in early phases to future phases, and preparing a mechanism for addressing unexpected challenges are important in establishing cost and schedule control. They build the framework for completing a successful project within budget and on schedule. Schedule: Meeting your schedule for deliverables is not just a goal to us — it is a mandate. Kimley-Horn has the experience and resources to meet the expected schedule for this project, exceeding Collier County's expectations by maintaining high standards for design and attention to detail. As per Collier County, design phase services for this project shall be complete within 24 months (705 days). Given our thorough understanding of the project scope, depth of our resources, Kimley»>Horn 94 and our availability, we have determined that the design can be completed within 18 months from NTP. Additionally, our schedule proposes to have ROW needs identified and ROW Maps, sketches and legal descriptions ready to begin the ROW acquisitions approximately 13 months from NTP. We will begin early permit coordination to expedite the schedule of the project. Using Microsoft Project, we developed a preliminary schedule (included in this section) to monitor the project. We are committed to obtain the required permits concurrently with the end of the design phase or earlier. We have developed many fast -tracked schedules in the past to meet specific goals, while maintaining sufficient time to develop quality deliverables. Our project manager, Faisal Awan, P.E. will focus on the critical items that are controlling the project schedule by establishing adequate interim milestones to proactively identify and mitigate any potential variances. Below are some of the strategies that we will utilize to ensure our team meets or improves our proposed 18-month design schedule: • Begin early coordination with the utility owners • Begin early coordination through a pre -application meeting with SFWMD to get buy -in during preliminary design • Meet with plan reviewers before every phase submittal to get their buy -in and minimize plan review comments • Hold weekly in-house meetings with the design team to discuss the project schedule and critical issues • Monthly County meetings to discuss the schedule and critical issues and to propose time -saving alternatives and milestones • Accelerate plans production Budget: A key to controlling project budget is to finalize a well- defined scope, identify risks in the scope, develop a mitigation plan, and clearly define the responsibilities of consultants, subconsultants, and County. We create success in this area by managing the right resources at the right time. Our project management database is linked to our accounting system and employee timesheets in real- time. This allows our project managers up-to-date staffing and expense information related to their projects. This information enables them to continuously monitor the status of project cost, cost -control effectiveness, and schedule. Paramount to the success of any project is partnership throughout the project to adapt as necessary to unforeseen circumstances. We will include critical decision -making points in our work plan so that the project team and the County can agree upon the best course of action to keep the project on track along the way. There will always be unexpected challenges; it is critical that our approach manages what can be controlled and builds in mechanisms for dealing with the unexpected. Minimal Change Orders: Over the last five years we have been able to minimize change orders on our contracts, and most of the change orders that have occurred have been client initiated. Our distinguished history of successfully completing projects on time and within budget, while minimizing and avoiding change orders, is a product of appropriate scope and fee development, careful staff workload management, the active pursuit of only select projects, and a robust quality control and quality assurance (QA/QC) process. QA/QC Process: Collier County expects the delivery of final work products and services to be thoroughly reviewed by experienced professionals. Design decisions in each phase of the plan's submittal will be documented and vetted through Kimley-Horn's QA/QC process. All deliverables, including subconsultant work, follows a five -step process, utilizing Bluebeam Revu. This pdf-based, collaborative quality assurance review tool is used to improve collaboration and transparency between design and quality assurance review teams. It allows multiple reviewers to access the document concurrently while digitally commenting and reviewing one another's comments in real-time. This reduces time to consolidate review comments, track, and resolve by having the comments in a single review document, thus allowing designers to begin addressing comments earlier in the process. The markups are automatically tracked and placed on the pdf, including author, date, color, and comments associated with each markup. This process then provides our QA/QC Manager, Bob Joel, P.E., with a legible digital set of marked -up plans, preventing any process errors and verifying our QC plan is thoroughly followed. The process of continuous checking, back checking, and verification of changes on work and documents is reflected in the QA/ QC diagram. Kimley»>Horn 95 a � � N O � M3 n>� m d A w o n o „ m a - a m - n U N > O n m a n N ab = 6 a m m p Ti U� oopp G U � 3 � m u ti m i o U� d E m U N O of W n N R p C e0 n Y m m._ s - w T V I ti L;I io H H H H~ H H H H H H H r F 9 � 1 x ti m O � r E E s a AN S Ln N O N n 4 As shown on the map below, the majority of our team and subconsultant partners are located in close proximity to the project. Kimley-Horn's Fort Myers office at i4i2 Jackson Street, Suite 2, Fort Myers, FL 33901 will be the responsible location for design and production of this project. Our core roadway team based out of this office, and half of the office staff currently reside in Collier and Lee Counties. We have maintained a 710 , .Jacksonville robust local office since 2014 with core services consisting of roadway, utility, civil site design, and planning services Located approximately thirty minutes from the both the County's offices and project site, our Fort Myers office location will allow frequent in person meetings with Collier County staff. Our local presence will facilitate cost-effective, frequent site visits to review and refine design issues determined throughout the design and allow for immediate response to situations requiring rapid resolution. Furthermore, we can call on our additional 17 Florida offices as needed for specialty technical assistance, as we ensure timely completion and fulfillment of project goals. Fort Myers Office Sarasota Office 43 99 Ta Processionals Professionals Bt Petersburgti, Approach to Management and Execution of Work saw FBI �I Fort Myergl BdlierCanq Beach Poets Rico Our team understands the importance of a well-defined approach for management and execution of work for all services that are part of the scope. Our approach for project delivery is shown in the flow chart to the right that demonstrates how these key components will be incorporated into our approach to this project. Like the approach utilized with other roadway improvements, relocation of existing utilities and right-of-way acquisition projects, we have developed a proposed project process that illustrates critical tasks and milestones. Completion of the stages identified in the flow chart will ensure successful completion of the project in a timely fashion with a focus on cost control. Our project management approach is about alleviating our client's concerns and entails four (4) key aspects: The Project Execution Plan will be a living document and a resource for our staff as well as the County for the contract and will include a contact list, scope details, budget, schedule/milestones, document control process, subconsultant management process, key issues and stakeholders. Our Proactive Communication Plan will keep the County, design team, and stakeholder well informed regarding the project. Our Monitoring Plan will include monitoring of design and construction budget, and our Quality Assurance Plan will ensure constructible and error -free plans. The Kimley-Horn team assembled for this contract represents the optimal balance of experience, creativity, and technical proficiency, thus ensuring more efficient and thorough coordination and successfully addressing the exact demands of this contract. Scope Understanding Site Visit and Data it Identifying Required Tasks Submitting to the County for Review at 60%, 90%, and 100% Design Plans Meeting Regulatory Requirements Bid &Award Ser Kimley»)Horn 97 Project Execution Plan Monitoring Project Quality Plan Management Assurance Plan Coordination and Communicate Plan You will receive a dedicated team with the availability to give this project the attention it deserves. By doing this, we can ensure the County will receive staff continuity throughout the life of this contract. Kimley-Horn has one of the lowest staff turn -over rates in the industry and as a result, we are confident our proposed team will be together throughout the design and construction of the project. Kimley-Horn's team will be led by our project manager, Faisal Awan, P.E. He is currently unencumbered with other projects and will be fully available to dedicate a large portion of his time to this Collier County project and will serve as the County's single point of contact. His experience managing similar projects, long standing working relationship and knowledge of County staff expectations uniquely positions him to lead and successfully complete this project. He will be accountable for the schedule, project delivery, and quality of the work, and he will coordinate the efforts of the entire Kimley-Horn team to ensure that each deliverable is consistent with your requirements. The approach of "one point of contact" will enable the County to deal with only one person and as such will result in curbing communication and coordination errors with the County and amongst the project team. Effective management is essential to delivering successful projects on schedule and within budget. The success of a project is largely dependent on having a project manager who understands the importance of proper coordination, project phasing, and the interdependency of various tasks. Faisal has managed many large teams for infrastructure planning and design projects and has consistently demonstrated the ability to get the best performance out of team members. Even the most experienced and dedicated manager would not be able to produce the highest quality work without a complete and committed team of professionals. We offer you a depth of staff and teaming partners unrivaled by other consultants in their experience with roadway, drainage, utility relocation, and right-of-way acquisition projects. The professionals on our team are comprised of diverse experience and educational backgrounds capable of handling complicated and intricate projects such as this one. This includes the leadership of Rick Arico, P.E., who will assist Faisal to ensure adherence to budget, schedule, and our QA/ QC process. As principal -in -charge, Gary Nadeau, P.E., will provide high level oversight and offer the County a seasoned expert with a wealth of experience. He will ensure the County receives the high level of service you expect. Bob Joel, P.E. and Deborah Knighton, P.E. will serve as the QA/QC reviewers. Bob will lead the QA/QC task for roadway design. He is seasoned expert with over 41 years of roadway design experience, having served as project manager for various FDOT Districts and municipalities. Deborah, who has 26 years of drainage experience on FDOT and municipal roadway projects, will lead the QA/QC task for drainage. Kimley-Horn has a successful track record of delivering high -quality projects on time. To effectively manage this project effort, we will continually: Kimley>Morn 98 Project Stakeholders Coordination Plan Kimley-Horn's design team is locally based from its office in Fort Myers just 30 to 40 minutes from the project site. Kimley-Horn and its team has worked with Collier County Transportation Engineering Division and the Collier County Public Utilities Department on numerous projects throughout the years. Local presence, proximity to the job site, and relationships with the local stakeholders will facilitate coordination during all phases of the project. Coordination between our team members, County staff, the public, and affected stakeholders must be consistent and continuous to successfully bring the Design Services for 47th Avenue NE - Immokalee Road to Everglades Boulevard to reality. Shown below is a summary of our Coordination Plan which highlights the key tasks and stakeholders that will require project specific coordination, as well as our approach to effectively implement this coordination and successfully deliver the project. Development of this plan is essential because it helps the entire Team (internal and external stakeholders) work together efficiently. Project Schedule • Updated and regularly distributed to internal and external Team and Stakeholders • Full project life including R/W Acquisition and Construction Phases eae Constructabil ity/Maintenance of Traffic Reviews • Emphasis for designers to communicate and coordinate the design with Temporary Traffic Control Plans that will be required to construct the project • Identify constructability issues early, before design changes are required • Minimizes construction impact and avoids construction delays and added cost I Utility Agencies • Early and active coordination • Design to avoid utility conflicts when possible • Where unavoidable, develop dispensation plan and schedules Q+1 SharePoint File Sharing • Up-to-date documents available to Team and County Staff • Safe, secure file location and transfer system • Ability to store, organize, share, and access project files • • curl Design Process Meetings • Begin with Project Kickoff Meeting • Scheduled weekly and mandatory for Design Team • County staff invited and encouraged to attend • Regulatory Agency staff, UAO's and external stakeholders invited as approporiate Collier County (Internal Stakeholders) • Frequent interaction with Quality Assurance/Quality internal County stakeholders Control from various disciplines • Bob Joel, P.E. will be • Encourage "over -the - responsible for the overall shoulder" reviews to get Quality Assurance of all early feedback prior to formal project deliverables submittals • Effective QA/QC saves both • Keep well informed and time and cost by eliminating encourage transparent re -work collaboration I - W 9*0*0:*4 11 C Regulatory Agencies • Detailed and in-depth coordination NI•M Public Involvement • Early opportunity for input in the beginning stages of the design (3o% design phase Public Workshop) Develop open lines of . Opportunity to provide communication early comments on the specifics of Actively engage to foster the proposed design (Between active, collaborative 6o% and go% design phase coordination Public Workshop) Kimley>Morn 99 We are confident that we can meet the technical and manpower needs anticipated for this contract. Kimley- Horn is very proactive when it comes to anticipating and managing our current workload and capacity to ensure project pursuits and additional work will not impact our ability to serve our clients. Our proactive management process (discussed in Section 1 and Section 5) ensures the availability of firmwide and Florida - based resources for project staffing requirements. This management process, called "cast-aheads," is a proprietary program that is maintained on Kimley-Horn's computer network and is accessible by all project managers nationwide. It is the primary means of tracking and evaluating our staffing needs. Updated monthly by project managers, the cast -ahead system is used to define specific staffing needs for the current month and for the next six months. The cast -ahead process ensures that sufficient staff and hours are available to meet project schedules. Work overloads or shortages for specific personnel, individual offices, and disciplines are tabulated and addressed. The objective is to balance the workload in a manner that maximizes the use of local production staff, while ensuring that all project requirements and client deadlines are met. In addition to the "cast-aheads" process, Kimley-Horn also manages our staff workload via a weekly project coordination meeting. At this meeting, the project list is updated, new and proposed projects are added, production staff member(s) and a reviewer(s) is assigned to new project(s) and due date(s) are determined. If needed, meetings for individual projects are held to coordinate subconsultants, review project elements, site visits are coordinated with client as required. Kimley-Horn has continued to provide uninterrupted service to all its clients' throughout unprecedented situations. Therefore, rest assured all your tasks and projects will remain on schedule even during the unexpected, such as when our community and the world was battling a sudden pandemic. The members of our project team were selected for the following reasons: Our project manager, Faisal Awan, P.E., has analyzed our current and projected workloads and determined that our proposed staff is readily available and in an excellent position to serve Collier County immediately under this contract. Currently, we foresee no barriers to providing the County with timely services. We will provide you with a strong local engineering presence coupled with our local subconsultants who have served you on multiple projects. Should unforeseen conditions occur and we see the need for additional resources, we have more than 1,200 multidiscipline staff, in Florida, allowing redundancy of staff capable of working on this project to ensure all aspects of your projects are covered and schedule milestones are achieved. Our team members have the experience required to develop appropriate targets, tailor suitable courses of action, and provide timely decision -making for any unexpected challenges that may arise. Kimley-Horn has a superior record of exceeding client expectations which is further elaborated in Section 3 (Past Performance), and our team is committed to continuing that record in its service to Collier County and its staff. To that end, we will make your project our highest priority. We are confident that with the use of Kimley-Horn's staff management system, we can assure Collier County that we have ample resources and availability to meet the needs of the project, and even accelerate the design if the County chooses to do so. Kimley>Morn 100 Commitment and Availability of Key Team Members Kimley-Horn and our proposed subconsultants have committed to provide the staff identified in this proposal. Our experienced team will provide the County with a high -quality product that is within budget and on schedule. The key staff identified on our organizational chart are immediately available to work on this project. We have studied our current and future workload and determined that many of our current project are nearing completion, freeing up staff to work on this project. We have reviewed the staffing availability over the next 24 months for the key team members and determined that they will all have adequate time to complete all assigned tasks. The charts below show our project team's current and projected workload levels and availability percentages, as a whole and by specific team member. They illustrate that the Kimley-Horn team has more than enough capacity to work on the Collier County's Design Services for 47th Avenue - Immokalee Road to Everglades Boulevard project. Total Percentage Availability for Next 24 Months for Key Personnel Kimley-Horn Kimley>Morn 101 DESIGN SERVICES FOR 47T" AVENUE NE - Immokalee Road to Everglades Boulevard RPS N0. a3-So85 Amy Wicks, P.E., LEED Drainage 70% 30% AP Kellie Clark, P.E. Drainage 80% 20% Erin Swider, P.E. Drainage 80% 20% Cris Schooley, P.E., PD&E Reevaluation 60% 40% AICP Michael Garau, P.E. PD&E Reevaluation 60% 40% Sarah Johnson, C.E. Environmental/Permitting 80% 20%�A Stephen Myers, PWS Environmental/Permitting 80% 20% Ian Rairden, P.E. Safety and Traffic Operations 70% 30% Cory Dorman, P.E., Safety and Traffic Operations 75% 25% PTOE, IMSA II Steve Hartl Signalization/Signing and Pavement 80% 20% Marking/Lighting Lisa Stone, P.E. Public Involvement 60% 40% Team Member Role AvailabilityCurrent Workload Marc Novack, Ph.D., Geotechnical 40% 60% P.E. Thomas Musgrave, P.E. Geotechnical 40% 60% -. Taylor Henninge, PSM Survey, Right -of -Way, Mapping, & SUE 35% 65% Neil Eppig, RLS Survey, Right -of -Way, Mapping, & SUE 45% 55% .91111 . • Marion Almy, RPA Cultural Resources Assessment Survey 30% 70% Lee Hutchinson, RPA Cultural Resources Assessment Survey 30% 70% Kim Irby LEED AP Cultural Resources Assessment Survey 30% 70% DESIGN SERVICES FOR 47T" AVENUE NE - Immokalee Road to Everglades Boulevard RPS NO. 23-8o85 Summary As your design consultant for this project, Kimley-Horn will provide you with: 1. A hands-on project manager who is passionate about service to his clients, has experience with similar projects, and is tasked daily with finding solutions to repair, replace, and expand aging transportation infrastructure. 2. Consultant staff and team members who are detail -oriented and will draw on their extensive roadway widening, bike lane facilities, drainage, utilities relocation, right of way acquisition and infrastructure experience to make the best decisions for local residents and the County. 3. Consultant staff and team members with vast experience and a proven track record in the design and construction of some of the largest, most complicated, and most significant infrastructure projects and facilities in Southwest Florida. 4. A multidisciplinary firm with the strength, depth, and resources that only a national firm can provide coupled with the local staff and relationships required to effectively and efficiently work with the County. 5. A consultant team who understands that they represent the County staff, and must always keep your best interests in mind. 6. A consultant team with the passion, desire, experience, and creativity to develop innovative, time and cost -saving ideas to meet your needs for this contract. DESIGN SERVICES FOR 47T" AVENUE NE - Immokalee Road to Everglades Boulevard RPS NO. 23-8o85 Tab 7: Required Forms and Documentation • Vendor Checklist • Form 1 - Vendor Declaration Statement • Form 2 -Conflict of Interest Certification • Corporate Certificate and Sunbiz Report • Form 3 - Immigration Affidavit Certification • E-Verify Forms and E-Verify Company Profile • Form 4 - Certification for Claiming Status as Local Business • Business Tax Receipt • Form 5 - Reference Questionnaires (see Tab 3) • Vendor W-9 Form • Insurance Certificate • Firm and Individual Licenses • Signed Addenda Co Ye-r County Procurement Services Division Vendor Check List IMPORTANT: Please review carefully and submit with your Proposal/Bid. All applicable documents shall be submitted electronically through BidSync. Vendor should checkoff each of the following items. Failure to provide the applicable documents may deem you non-responsive/non-responsible. ® 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_jzov/ at the time of submission of the proposal/bid. Form 3: Immigration Affidavit Certification MUST be signed and attached with your submittal. 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 Questionnaire form must be utilized for each requested reference and included with your submittal, if i1pplicable to the solicitation. (See Section 3) Form 6: Grant Provisions and Assurances vaekaee in its entirety, if applieable, are exeouted and should be included with your submir NOT APPLICABLE. ® 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. (See Section 4) ® Copies of all requested licenses and/or certifications to complete the requirements of the project. ® All addenda have been signed and attached. ® 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. 105 Co Ter C014"ty Procurement Services Division Form 1: Vendor Declaration Statement BOARD OF COUNTY COMMISSIONERS Collier County Government Complex Naples, Florida 34112 Dear Commissioners: The undersigned, as Vendor declares that this response is made without connection or arrangement with any other person and this proposal is in every respect fair and made in good faith, without collusion or fraud. The Vendor hereby declares the instructions, purchase order terms and conditions, requirements, and specifications/scope of work of this solicitation have been fully examined and accepted. The Vendor agrees, if this solicitation submittal is accepted by Collier County, to accept a Purchase Order as a form of a formal contract or to execute a Collier County formal contract for purposes of establishing a contractual relationship between the Vendor and Collier County, for the performance of all requirements to which this solicitation pertains. The Vendor states that the submitted is based upon the documents listed by the above referenced solicitation. The Vendor agrees to comply with the requirements in accordance with the terms, conditions and specifications denoted herein and according to the pricing submitted as a part of the Vendor's bids. Further, the Vendor agrees that if awarded a contract for these goods and/or services, the Vendor will not be eligible to compete, submit a proposal, be awarded, or perform as a sub -vendor for any future associated work that is a result of this awarded contract. IN WITNESS WHEREOF, WE have hereunto subscribed our names on this 23rd day of February 2023 in the County of Lee , in the State of Florida Firm's Legal Name: Address: City, State, Zip Code: Florida Certificate of Authority Document Number Federal Tax Identification Number *CCR # or CAGE Code *Only if Grant Funded Telephone Email: Signature by: (Typed and written) Title: Kimley-Horn and Associates, Inc. 1412 Jackson Street, Suite 2 Fort Myers, FL 33901 DBPR Registration: License Number 35106/Status Current/Licensure Date: 5/10/21 821359; FEIN: 56-0885615 239.271.2650 Senior Vice President 106 Additional Contact Information Send payments to: Kimley-Horn and Associates, Inc. (required if different from Company name used as payee above) Contact name: Heather Stone Title: Project Accountant Address: PO Box 932520 City, State, ZIP Atlanta, GA 31193-2520 Telephone: 561.840.0251 Email: heather.stone@kimley-horn.com Office servicing Collier County to place orders (required if different from above) Contact name: Faisal Awan, P.E. Title: Project Manager Address: 1412 Jackson Street, Suite 2 City, State, ZIP Fort Myers, FL 33901 Telephone: 239.984.6525 Email: faisal.awan@kimley-hom.com (Project Manager) 107 Co Ter CoHnty 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 public record (in the "sunshine") or through non-public (not in the "sunshine") conversation (s), meeting(s), document(s) and/or other means. Failure to disclose all material or having an organizational conflict in one or more of the three categories above be identified, may result in the disqualification for future solicitations affiliated with the above referenced project(s). By the signature below, the firm (employees, officers and/or agents) certifies, and hereby discloses, that, to the best of their knowledge and belief, all relevant facts concerning past, present, or currently planned interest or activity (financial, contractual, organizational, or otherwise) which relates to the project identified above has been fully disclosed and does not pose an organizational conflict. State of Florida County of Orange Ki nley-Horn an sociates, Inc. C Name Signature Gary Nadeau, P.E., Senior Vice President Print Name and Title The foregoing instrument was acknowledged before me by means of P.-physical presence or ❑ online notarization, this 23rd day of February (month), 2023 (year), by Gary Nadeau, P.E. Senior Vice President `(name of persowledging). �1�PY P WRTHA A RONGUEZ VILLARREAL *° Commission # HH 217%3 Ejores May rmt, Type, or c Personal _��nowx-- OR Produced Type of Identification Produced of Notary Public) Commissioned Name of Notary Public) State of Florida Department of State I certify from the records of this office that KIMLEY-HORN AND ASSOCIATES, INC. is a North Carolina corporation authorized to transact business in the State of Florida, qualified on April 24, 1968. The document number of this corporation is 821359. I further certify that said corporation has paid all fees due this office through December 31, 2022, that its most recent annual report/uniform business report was filed on February 10, 2022, and that its status is active. I further certify that said corporation has not filed a Certificate of Withdrawal. Given under my hand and the Great Seal of the State of Florida at Tallahassee, the Capital, this the Third day of February, 2023 Tracking Number: 5288450043CU To authenticate this certificate,visit the following site,enter this number, and then follow the instructions displayed. https://services.sunbiz.org/Filings/CertificateOfStatus/CertificateAuthentication 109 DIVISION OF CORPORATIONS Department of State / Division of Corporations / Search Records / Search by Entity Name / Detail by Entity Name Foreign Profit Corporation KIMLEY-HORN AND ASSOCIATES, INC. Filing Information Document Number 821359 FEI/EIN Number 56-0885615 Date Filed 04/24/1968 State NC Status ACTIVE Principal Address 421 Fayetteville Street Suite 600 Raleigh, NC 27601 Changed: 04/24/2021 Mailing Address 421 Fayetteville Street Suite 600 Raleigh, NC 27601 Changed: 04/24/2021 Registered Agent Name & Address CT CORPORATION SYSTEM 1200 SOUTH PINE ISLAND ROAD PLANTATION, FL 33324 Name Changed: 05/14/2008 Address Changed: 01/24/2017 Officer/Director Detail Name & Address Title Director Good, Brian A. 421 Fayetteville Street Suite 600 Raleigh, NC 27601 110 Title Director Colvin, Scott W. 421 Fayetteville Street Suite 600 Raleigh, NC 27601 Title Director Dvorak, William E., Jr. 111 West Jackson Blvd. Suite 1320 Chicago, IL 60604 Title Director Mutti, Brent H. 7740 N 16th Street Suite 300 Phoenix, AZ 85020 Title VP McEntee, David L. 421 Fayetteville Street Suite 600 Raleigh, NC 27601 Title Treasurer McEntee, David L. 421 Fayetteville Street Suite 600 Raleigh, NC 27601 Title Assistant Secretary McEntee, David L. 421 Fayetteville Street Suite 600 Raleigh, NC 27601 Title President Lefton, Steven E. 421 Fayetteville Street Suite 600 Raleigh, NC 27601 Title CEO 111 Lefton, Steven E. 421 Fayetteville Street Suite 600 Raleigh, NC 27601 Title VP Flanagan, Tammy L. 421 Fayetteville Street Suite 600 Raleigh, NC 27601 Title CFO Flanagan, Tammy L. 421 Fayetteville Street Suite 600 Raleigh, NC 27601 Title Director Danielson, Paul B. 421 Fayetteville Street Suite 600 Raleigh, NC 27601 Title Senior Vice President Cook, Richard N. 421 Fayetteville Street Suite 600 Raleigh, NC 27601 Title Secretary Cook, Richard N. 421 Fayetteville Street Suite 600 Raleigh, NC 27601 Title Director Blakley, Stephen W. 421 Fayetteville Street Suite 600 Raleigh, NC 27601 Title Director Montanye, Emmeline F. 817 West Peachtree Street, NW, Suite 601 Atlanta, GA 30308 Title Director Hall, James R. 12750 Merit Drive, Suite 1000 Dallas, TX 75251 Title Director Lefton, Steven E. 421 Fayetteville Street Suite 600 Raleigh, NC 27601 Title Director Peed, Brooks H. 445 24th Street Suite 200 Vero Beach, FL 32960 Title Director Barber, Barry L. 421 Fayetteville Street Suite 600 Raleigh, NC 27601 Title Senior Vice President Harry, Jennifer L. 401 B Street Suite 600 San Diego, CA 92101 Annual Reports Report Year Filed Date 2020 04/15/2020 2021 04/24/2021 2022 02/10/2022 Document Images 02/10/2022 -- ANNUAL REPORT View image in PDF format 04/24/2021 --ANNUAL REPORT View image in PDF format 04/15/2020 --ANNUAL REPORT View image in PDF format 11/25/2019 -- AMENDED ANNUAL REPORT View image in PDF format 04/27/2019 -- ANNUAL REPORT View image in PDF format 06/21/2018 -- AMENDED ANNUAL REPORT View image in PDF format 03/15/2018 -- ANNUAL REPORT View image in PDF format 04/28/2017 -- ANNUAL REPORT View image in PDF format 08/02/2016 -- AMENDED ANNUAL REPORT View image in PDF format 01/28/2016 -- ANNUAL REPORT View image in PDF format 09/09/2015 -- AMENDED ANNUAL REPORT View image in PDF format 04/15/2015 -- ANNUAL REPORT View image in PDF format 04/22/2014 -- ANNUAL REPORT View image in PDF format 01/14/2013 -- ANNUAL REPORT View image in PDF format 03/29/2012 -- ANNUAL REPORT View image in PDF format 02/17/2011 --ANNUAL REPORT View image in PDF format 04/21/2010 -- ANNUAL REPORT View image in PDF format 04/30/2009 --ANNUAL REPORT View image in PDF format 05/14/2008 -- ANNUAL REPORT View image in PDF format 04/12/2007 -- ANNUAL REPORT View image in PDF format 04/21/2006 -- ANNUAL REPORT View image in PDF format 06/02/2005 -- ANNUAL REPORT View image in PDF format 04/26/2004 -- ANNUAL REPORT View image in PDF format 04/30/2003 -- ANNUAL REPORT View image in PDF format 08/12/2002 -- Reg. Agent Change View image in PDF format 05/08/2002 -- ANNUAL REPORT View image in PDF format 02/06/2001 --ANNUAL REPORT View image in PDF format 03/02/2000 -- ANNUAL REPORT View image in PDF format 03/17/1999 -- ANNUAL REPORT View image in PDF format 02/12/1998 --ANNUAL REPORT View image in PDF format 02/27/1997 -- ANNUAL REPORT View image in PDF format 03/05/1996 -- ANNUAL REPORT View image in PDF format Florida Department of State, Division of Corporations 114 Comer County 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 proposal/bid. Acceptable evidence of your enrollment consists of a copy of the properly completed E- Verify Company Profile page or a copy of the fully executed E-Verify Memorandum of Understanding for the company which will be produced at the time of the submission of the Vendor's proposaUbid or within five (S) 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 requirements 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. Kimley-Ifin and Associates, Inc. z r47Z- 1—.�gnsa az Siture Gary Nadeau, P.E., Senior Vice President Print Name and Title State of Florida County of Orange The foregoing instrument was acknowledged before me by means of 2' hysical presence or ❑ online notarization, this 23rd day Of February (month), 2023 (year), by Gary Nadeau, P.E.. Senior Vice President (n1g1e' r9on acknowledging). , ..`! . MYRiHAA.RODRIGUEZVId .: Commission # HH 217963 +.'�;p� Expires May 16, 2026 Personally Known OR Produced Identification Type of Identification Produced (Signature of Notary Public) Name of Notary Public) Kimley-Horn and Associates, Inc Profile =Ii Company Information Company Name Doing Business As (DBA) Name Kimley-Horn and Associates, Inc Company ID Enrollment Date 412062 May 02, 2011 Employer Identification Number (El N) Unique Entity Identifier (UEI) 560885615 DS7JWCWDLQU7 DUNS Number Total Number of Employees 061099131 5,000to 9,999 NAICS Code Sector 541 Professional, Scientific, and Technical Services Subsector Professional, Scientific, and Technical Services Veri MY t Company ID Number: 21804 Client Company ID Number: 412062 The individuals whose signatures appear below represent that they are authorized to enter into this MOU on behalf of the Employer, the E-Verify Employer Agent and Di respectively. If you have any questions, contact E-Verify at 1-888-464-4218. Approved by: Employer Kimley-Horn and Associates. Inc Name (Please Type or Print) Title 3 Z I I ► ----- -- Signature _ -Date E-Verify Employer Agent Abso - Sterling Infosystems Company Bruce King _ Name (Please Type or Print) - Title Electronically Signed 04/29/2011 _ Signature . Date Department of Homeland Security -- Verification Division Name (Please Type or Print) Title Signature Information Required For the E-Verify E-Verify Employer Agent Program Information relating to your Company: Page 14 of 151 E-Verify MOU for Employer (Client) using a E-Verify Employer Agent I Revision Date 09101100 www.dhs.gov/E-Verify 116 Co ier Co-r VMY 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 ® Lee County Vendor affirms that it is a local business as defined by the Procurement Ordinance of the Collier County Board of County Commissioners and the Regulations Thereto. As defined in Section Fifteen of the Collier County Procurement Ordinance: Local business means the vendor has a current Business Tax Receipt issued by the Collier County Tax Collector prior to bid or proposal submission to do business within Collier County, and that identifies the business with a permanent physical business address located within the limits of Collier County from which the vendor's staff operates and performs business in an area zoned for the conduct of such business. A Post Office Box or a facility that receives mail, or a non -permanent structure such as a construction trailer, storage shed, or other non -permanent structure shall not be used for the purpose of establishing said physical address. In addition to the foregoing, a vendor shall not be considered a "local business" unless it contributes to the economic development and well-being of Collier County in a verifiable and measurable way. This may include, but not be limited to, the retention and expansion of employment opportunities, support and increase to the County's tax base, and residency of employees and principals of the business within Collier County. Vendors shall affirm in writing their compliance with the foregoing at the time of submitting their bid or proposal to be eligible for consideration as a "local business" under this section. A vendor who misrepresents the Local Preference status of its firm in a proposal or bid submitted to the County will lose the privilege to claim Local Preference status for a period of up to one year under this section. Vendor must complete the following information: Year Business Established in ❑Collier County or ® Lee County: 2014 Number of Employees (Including Owner(s) or Corporate Officers): 43 Number of Employees Living in ® Collier County or ® Lee (Including Owner(s) or Corporate Officers): 35 If requested by the County, Vendor will be required to provide documentation substantiating the information given in this certification. Failure to do so will result in vendor's submission being deemed not applicable. Sign and Date Certification: Under penalties ofperiva, I certify that the information shown on this form is correct to my knowledge. Company Name: Kimley-Horn and Associates, Inc. Address in Collier or ee CoZ�= 1412 Jackson Street, Suite 2, Fort Signature: Date: 2/23/2023 FL 33901 Title: Senior Vice President 117 ��e .z✓� Tax Cotlectcw til0*40 amnning Kimley-Horn and Associates Inc Richard J Arico 1412 Jackson St Ste 2 FortMyers, FL 33901 Dear Business Owner: Local Business Tax Receipt Your 2022 - 2023 Lee County Local Business Tax Receipt is attached below for account number / receipt: number: 1080542 / 2203954 If there is a change in one of the following, refer to the instructions on the back of this receipt. • Business name • Ownership • Physical location • Business closed This is not a bill. Detach the bottom portion and display in a public location. I hope you have a successful year. Sincerely, Lee County Tax Collector 2022-2023 LEE COUNTY LOCAL BUSINESS TAX RECEIPT Account Number: 1080542 Account Expires: September 30, 2023 Receipt Number: 2203954 State License Number: 59674 Location: 1412 Jackson St Ste 2 FortMyers, FL 33901 Kimley-Horn and Associates Inc Richard J Arico 1412 Jackson St Ste 2 Fort Myers, FL 33901 [lay engage in the business of: PROFESSIONAL ENGINEER THIS LOCAL BUSINESS TAX RECEIPT IS NON REGULATORY Payment Information: PAID S21-00-00464098 10/12/2022 $ 30.00 Request for Taxpayer Give Form to the Form (Rev. October2018) Identification Number and Certification requester. Do not Department of the Treasury send to the IRS. Internal Revenue Service ► Go to www.irs.gov/FormW9 for instructions and the latest information. 1 Name (as shown on your income tax return). Name is required on this line; do not leave this line blank. Kimle -Horn and Associates, Inc. 2 Business name/disregarded entity name, if different from above M m 3 Check appropriate box for federal tax classification of the person whose name is entered on line 1. Check only one of the 4 Exemptions (codes apply only to 0 following seven boxes. certain entities, not individuals; see a instructions on page 3): o ❑ Individual/sole proprietor or ✓❑ C Corporation ElS Corporation ElPartnership ElTrust/estate c single -member LLC Exempt payee code (if any) 5 TP ❑ Limited liability company. Enter the tax classification (C=C corporation, S=S corporation, P=Partnership) Do- 0 Note: Check the appropriate box in the line above for the tax classification of the single -member owner. Do not check Exemption from FATCA reporting •' vi c = LLC if the LLC is classified as a single -member LLC( code (if any) a ° w another LLC that is not disregarded from the owner for U.S. federal tax purposes. Otherwise, a single -member LLC that is disregarded from the owner should check the appropriate box for the tax classification of its owner. ❑ Other (see instructions) ► (Applies to accounts maintained outside the U.S.) y 5 Address (number, street, and apt. or suite no.) See instructions. Requester's name and address (optional) 421 Fayetteville Street, Suite 600 6 City, state, and ZIP code Raleigh, NC 27601 7 List account number(s) here (optional) Taxpayer Identification Number (TIN) Enter your TIN in the appropriate box. The TIN provided must match the name given on line 1 to avoid Social security number backup withholding. For individuals, this is generally your social security number However, fora resident alien, sole proprietor, or disregarded entity, see the instructions for Part I,, later. For other _ m - entities, it is your employer identification number (EIN). If you do not have a number, see How to get a TIN, later. or Note: If the account is in more than one name, see the instructions for line 1. Also see What Name and I Employer identification number Number To Give the Requester for guidelines on whose number to enter. F—T-1 AI0101010101©MME Certification Under penalties of perjury, I certify that: 1. The number shown on this form is my correct taxpayer identification number (or I am waiting for a number to be issued to me); and 2. 1 am not subject to backup withholding because: (a) I am exempt from backup withholding, or (b) I have not been notified by the Internal Revenue Service (IRS) that I am subject to backup withholding as a result of a failure to report all interest or dividends, or (c) the IRS has notified me that I am no longer subject to backup withholding; and 3. 1 am a U.S. citizen or other U.S. person (defined below); and 4. The FATCA code(s) entered on this form (if any) indicating that I am exempt from FATCA reporting is correct. Certification instructions. You must cross out item 2 above if you have been notified by the IRS that you are currently subject to backup withholding because you have failed to report all interest and dividends on your tax return. For real estate transactions, item 2 does not apply. For mortgage interest paid, acquisition or abandonment of secured property, cancellation of debt, contributions to an individual retirement arrangement (IRA), and generally, payments other than interest and dividends, you are not required to sign the certification, but you must provide your correct TIN. See the instructions for Part 11, later. sign Signature of Here U.S. person Do -Date ► 2/1/2023 General Instructions Section references are to the Internal Revenue Code unless otherwise noted. Future developments. For the latest information about developments related to Form W-9 and its instructions, such as legislation enacted after they were published, go to www.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) • Form 1099-DIV (dividends, including those from stocks or mutual funds) • Form 1099-MISC (various types of income, prizes, awards, or gross proceeds) • Form 1099-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] Client#: 25320 KIMLHORN ACORD,, CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 3/28/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). PRODUCER Greyling Ins. Brokerage/EPIC 3780 Mansell Road, Suite 370 CONTACT NAME: Jerry Noyola Pv"�"ro 770-220-7699 ac No, E-MAIL eno oa re Iln ADDRESS:r ry• l@g Y • g•com y Alpharetta, GA 30022 INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: National Union Fire Ins. Co. 19445 INSURED INSURER B : Allied World Assurance Company (U.S.) 19489 Kimley-Horn and Associates, Inc. INSURER c :New Hampshire Ins. Co. 23841 421 Fayetteville Street, Suite 600 INSURER D : Lloyds of London 085202 Raleigh, NC 27601 INSURER E INSURER F : COVERAGES CERTIFICATE NUMBER: 22-23 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSR SUBR WVD POLICY NUMBER POLICY EFF MMIDD/YYYY POLICY EXP MM/DD LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE � OCCUR Contractual Liab GL5268169 4/01/2022 04101/2023 EACH OCCURRENCE $1,000,000 PREMISES Ea occur ence $500,000 X MED EXP (Any one person) $25,000 PERSONAL &ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRO - POLICY X JECT X LOC OTHER: GENERAL AGGREGATE $2,000,000 PRODUCTS - COMP/OP AGG $2,000,000 $ A AUTOMOBILE X X LIABILITY ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS AUTOS ONLY X NON -OWNED AUTOS ONLY CA4489663 4/01/2022 04/01/202 Ea accidentSINGLE LIMIT $2,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ $ B X X UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS -MADE 03127930 4/01/2022 04101/2023 EACH OCCURRENCE $10000 000 AGGREGATE $1 O 000 000 DED I X RETENTION $1 O 000 $ `+ C WORKERS COMPENSATION AND EMPLOYERS' LIABILITYTAT ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? N (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A WC015893685 (AOS) WC015893686 (CA) 4/01/2022 4/01/2022 04/01/202 04/01/202 X PER OTH- UTr ER E.L. EACH ACCIDENT $1,000,000 E.L. DISEASE - EA EMPLOYEE $1,000,000 E.L. DISEASE - POLICY LIMIT $1,0005000 D Professional Liab B0146LDUSA2204949 04/01/2022 04101/2023 Per Claim $2,000,000 Aggregate $2,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Umbrella Follows Form with respects to General, Automobile & Employers Liability Policies. Sample Certificate SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE r '3'Al © 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD #S3195026/M3180847 JNOY1 120 Kimley-Horn Licenses State of Florida Department of State I oeitify from the J:el of this it that KMELEY HORN AND ASSOCIATES, INC_ is a North Camhna aagx%mhm za&miaed to transact busies m the SU& of Flanda, qualified on Apl 24.1969 The dorym erg mii of this ompixafim is 821359_ I filyd r ceridg ibat said aoapoiation has pmd all fees due this olffioe thra l December 31, 2022, that its most>femt aunnal repoath>tndamm business np= was filed on Febivay 1D, 20122, and that its sbitus is aDavr- I fluffier of ti A said aodpoaation has mt filed a C rbfil of Withdrawal %knee mnsbw my i ad med file GF"Sfd of else &Wr of Fiorillo ZfTAWWMWqfhffCVd4ll Af I7mdiiiiafFAwNaly, 2M h`!I. rmTK Srerre#rrrj.I of trite 1i=lift1RIIhr E111111111114011i T—A—hppd.iW.—rWoknait—- - ii iii �r twirR them' mbiiiiii Wnphuli FBPE STATEOFFLORIDA BOARD OF PROFESSIONAL ENGINEERS PRofEsslorvat ENGINEER HEREw IS LICENSED UNOER THE THEPROVISIONS OF CHAPTER 471. FLORIDA STATUTES AWAN, FAISAL SHEHZAD N „DATE9� omrs�a,«.I�e�Rs�Na.,NIN,aN��eoR�a,R,.,melN�eR,�a,�e�L FBPE STATE OF FLORIDAqW BOARD OF PROFESSIONAL ENGINEERS THEPROVISIONS Of AL ENGINEER HEREw N LICENSED UNDER THE CHAPTER 471. FLORIDA STATUTES ARICO, RICHARD IOSEPH APLES 1LBJ1 7; LICENSE NUMBER: F1116T= mIIT BoT:a`MeP;A R11. a. o B��LaIN,„,rs,Pa„,em��amN�. oa.IBaw NlN a� B ,B, B»INS B6a FBPE STATE OF FLORIDA ..,W..,. BOARD OF PROFESSIONAL ENGINEERS HEPROVISIONS Of CGINEER HEREw IS OCENsro uNOERTHE MAKER 471, FLORIDA STATUTES NADEAU, GARY JOCELYN Fir .211 LICENIIIII.Niffissli ARry mss E.P.An rca NyRreiaaNvrvemm 0 .O Do mtalte.tms aorumem ��amrum. Oa 1Bh lsyar hcuel[h Wawfulfaarryore ouwtlmtlxlNmssemmetltaxumml. Rouda rfleoartment of Business & V�roleuional Regulation HOME CONTAC - ONLINE SERVICES LICENSEE DETAILS i Licensee Information Apply fora License Names KIMLEY-HORN AND ASSOCIATES, INC. tPrlRrery Ni Verity a Licensee KIMLEY-HORN AN U AS SOCIATES, INC. IDEA Na meF View Fond& Ladging Inspections Man Address_ 421 FAYETTEVILLE STREET SUITE 600 File a Complaint RALEIGH North Carolina 27601 County. OUT OF STATE Continuing Education Course Search Vim Application Status License Information Type' Registry On October 1, 2oi9 HB827/SB616 went into effect creating Fine Exam Information Registry the rules for Administrative code 6iGi5, which removes the Unlicensed AClNity Search Number rLicens— 35906 requirement that engineers obtain a separate engineering Current AR&T Delinquent Invoire & ACWl Date. 051102021 business license (certificate of authorization) for their List Search. engineering firm. 121 �FBPI Imo.` STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS NAL ENGINEER HEREIN 15 LICENSED UNDER THE HEPROVESIONs O F CHAPTER 471. FLORIDA STATUTES BRETON, RAMON F. US5IMMEE tC F.—I F--NI,NU MB IX%RATION RATE o. o of TI„r„yo«firm,e.xxa�xwR4fp uwan�merlkensmonlme at mvnoneau=emeiom oon,,,,te,n,,,e«ammtl�amfem,. a ymw4mermmLM1elamee,p�:<m„epw,mml. ��5' STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS AE ENGINEER HERUry 13 UCENSEo urvDER THE iHEPROVISIONS O F CHAPTER 471, FLORIDA STATUTES ANSARI, MOHAMMAD A. Is WOFL 35543 µEFSLEP0 CHAPEL o. o od . ae 3Vl3 AM1wnvmlNTkmsca RY 1lnem MyMrxaLkmu.wm Do,N,axe.«„4«pmmH�amfe�. TN,my�arfi«,we.RmaNm.,wfo,am,�,e«M1e,man,Nel�«maeu,men,�,d�m,me«. �.� FBPF STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THEI PROMS ONSOF CHAPTER471, FLOE DA STATU D SRTHE WICKS, AMV N. LAK, TER DR ceiuE-..E.'-.ae � � Nwm'�nota�btndxumem neaten f^mn� o . m,,.,Ya=fieeme.lt„�n1.wl.1f«anwo,,,otM1,.R�a�,M1.l„m„em.><m„�«.mmt d�pr�a�R��lat,� ONLINE SERVICES LICENSEE DETAILS Licensee Information Apply fora License Name: verify, Licensee Main Address: — Food a Lafging Inspections County: File a Complaint Continuing Ed—IRn Course License Information Search License Type: View ApPllc,don Status Rank: Find Exam Informatics License Number: Status: Unlicensed Activity. —I, Lice re Data: AB&T DNInquent lnvolce 6 AFRmly List Searcn Expires: Special Qualifications Civil SWIDER, ERIN KATHERINE IPmmusy Name) 914 SOUTHERN PINE IN SARASOTA Florida 34243 MANATEE Professional Engineer Prof Engineer 95476 CorrenRAc[ive 12/13/2022 02/28/2025 ORali ication Effective 12/13/2022 prnrren�ofa,vress � HOME dD .. I�NI� ONLINE SERVICES LICENSEE DETAILS Lloe elnformation Apgy fora License Name: KNIGXTON, OEBORAX LYNN IPNmery xemel verify a licensee Main Address: 3214WARCH STREET Vlex Food a Lodgi,g Inspections TAMPA Florida 33607 Fik a GomDlaint County HILLSBOROUGH =IRS Edurallon course License Location: 3214 W. ARCH STREET TAMPA FL 33607 CDunl, HILLSBOROUGH Vlex Appllwlwn alatus Find Exam Imwmat- License Irformation Unikens 11yaearcn License Type: Professional Engineer Rank: Prot Engineer Um A.T lnvolce a Acuvlry License Number 4392D Status: CurreM,AcWe Licensors Data OTISI1981 Expires: 0]128R023 D ..,ro_e. ®FBPF STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS H PROVISIONS O AE ENGINEER HEREN 13 UCENSEo urvDEN THE F CHAPTER 471, FLORIDA STATUTES JOEL, ROBERT WILLIAM WAY PA FL 3—A L ROBR. RY 3B 113 Aksn vmeY Ikmses aNl«m MyMrxaLkmu.wm oM, TM1,rNyomL��ren,r� .,r « �n�elwem taaReM1:, a at STATE OF FLORIDA FBPF BOARD OF PROFESSIONAL ENGINEERS THEPROVISIONS THE OF CHAPTER4711 FLO%DASTEl ATUTES LEEP, JORDAN ERIC BRADENTCNE1ss L 1L.— 17. � I7 aA TM1n isyaurlumu.It LIC RPE e39s NONDATF: FEBRUARY-3 ys..InNI�=an.senn„ax,nyrwneaua.u.=om is anDlawful laranvoneolM1ermlM1analM1efNrensm to usetM1lsE«ummt FBPE STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS T AL ENGINEER HERON1s uLENscD DrvosRTHE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES GALLO, VICTOR HUGH WINTER PARK FL 32792 o ' o T 1UN F—LIUNaE NUMBER M—EE93 RY 3B 211 NnaEyKs vmeyTkeOnlsesonfin=aFMyrbruau,msemm fire,RKun ll.1l ­4 1UMn..Ikl.N-L r& NM1 G�AcaManrNrop rm, xnc Professional Wetland Scientist Stephen Myers rnr«rynlmnol rim �r[�eM �verNlea byte..aleryYCertlPuum Rerew Penelle sl�le/x0x mamn Prdwimel welena xiemree numner 333c. Due m r«erury tly sneaoxs a yµrua urnnrercaun He�anmemaeuvcess HOME '4�. �rR ofesslorlal PEgulatgn ONLINE SERVICES LICENSEE DETAILS Licensee Information Apply fora I.— Name: VILLATORO, NOLAN BRYANT IPnumy Nemel Veriry A Licensee Main Address: 355 N. ROSALIND AVE Vkw Footl 8 Lodglrg Inspecdons UNIT 1120 0 LANDO Florida 32801 Flle a CompWN County: ORANGE Contlnuing Ed—n Course Sao" License Information VNw Applloanoa SMius License Type: Rank: Professional Engineer Prof Engineer Find Exam 1—Lion License Number 93862 Unlloamed—Aly Se— Status: CumenLActive LiCanauN, Date: OV1312022 ABET Delinquent lnvoiceA Aclivlly Expires: 0212812023 ust search FBPE STATE OF FLORIDA�'� BOARD OF PROFESSIONAL ENGINEERS III S Ij�O G1 LF S E RAI116EN, IAN M. os ` ❑ .Narsyeu,ereerc � m� =»,.e� eam.awed rn.mns.um.s�.,.e FBPE STATE OF FLORIDA� BOARD OF PROFESSIONAL ENGINEERS DAVIS, IOSHUA R. C o ❑ TI.,F«u,eeee,e�,.�.,.NN«,m��m«�.�<ner��'.�ta.,.,n„a«.mom. FBPE STATE OF FLORIDA it gw�- BOARDOF PROFESSIONAL ENGINEERS T AE ENGINEER HERDrv13 LICENSED UNDER THE H PROVESIONS OF CHAPTER 421, FLORIDA STATUTES CLARK, KELLIE ROSEANNE wO00 KENO TRAIL BARCOD RANCH FL33911 LKENSENur.I— P11-1 uwavav«ihi ,D.TE`aFNVFFUepexm o. ❑ .tl„Ita.�Iar lI«wetly«,cane,xnaeaueb�eeeexeuuttlletl«�.,,aet. esa The lEcolvlyka[Sodi ty ofAwri- ro.Mdxnu 'TIN w'robgimlSoeirey fAmrnu, �poe.«ommr�tae jr rmeDlj f..;owlceniJrrefmn rNrebI f&f Sarah-7oh Noon meeu tfie requirsmmft as a rrmfNL Pff.S fy aldvgowmeSby fhsoxiery'sCa, JatlD'r.. CertijiNby eh 9trokgiralsaury oJAsN� from 9urN x, zdiD tbmugfi9urN.3o, zoz3 0 0 �.,.� FBPE STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS HE PROVISIONS OF CHAPTER 4TFIFLORIOA STATUTES ROBERTS, JOSEPH ARTHUR JR. IDEE o ao o mnley«.o«me.nti.el,.m,lr,,,y,«,<wtl�,nelKmeeete.,emne«umeM. Ex�P RA"IR-RY21-1 Nm„Po«t�erwn<«.meer�elemrOm FBPE STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS DORMAN, CORY DANNHEISSER Cuc ss Op. ❑ Tnieayarll«eaa�n �.oR,.r„Im�,ammrc=uarma�,<neu«�:eewe:<ma eeam.m. 123 FBPE STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS TIAE =,EIll.l I I THE GA _ ='E�=ILE WINTER GARDEN FL U781 E�UIGENSE14�� DATEIElllARI STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS T.1 THE SCHOOLn,.CRI.Sl _G 0. or T11.1.11.1-11 11,11,��,,",,'�',o"'�:""',«,11-11.1,-�,.—,n,,--l, FBPE STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE P111111 *11 11111EEl"IREM 11 'R.__,._HA_N_ "_G_A=Tll STONE , LIS.K. ,A A, su— IESTAAWEEAGH R-11 .p, 124 McKim & Creed Licenses State of Florida Department of State I certify from the records of this office that MCKIM & CREED, INC. is a North Carolina corporation authorized to transact business in the State of Florida, qualified on May 2, 2011. The document number of this corporation is F 11000001885. I further certify that said corporation has paid all fees due this office through December 31, 2023, that its most recent annual report/uniform business report was filed on January 11, 2023, and that its status is active. I further certify that said corporation has not filed a Certificate of Withdrawal. Given under my hand and the Great Seal of the State of Florida at Tallahassee, the Capital, this the Second day of February, 2023 ion WET Seeretary of ante Tracking Number: 5048798595CU To authenticate this certificate,visit the following site,enter this number, and then follow the instructions displayed. https://services.sunbiz.org/Filings/CertifieateOiStatus/Cer ificateAuthentication Florida Depanmen[ofAgrleallureand Consumer Se [— Divielon ofConsumer8ervleer Licenu No.: LB7917 Board of Profersional Surveyor —Mnpperr Ex Dale Februa 28, 2023 -5 Apnl.-Pk—y T11.harue, Florida 323"4500 pix^xr^^ r Professional Surveyor and Mapper Business License Un&, tic provisions ofChaplcr 472, 1orida Sxaxuxcs 1ICKIM & CREED INC. 1730 VARSITY DR STE 5M /� • ,,t I RALEIGB, NC 27&O6200 nar .se�au u.—No.: LS7279 IIIxa0 p xM1aP r n.no xe. norWe3xx5s-6.5W Fixpi—.Dak Peb 28,2- Professional Surveyor and Mapper License Under p s—of p r 472, Florida Smw�u —ISUN YSID LGE L '— X8d5UNNYBNELN BARASO'PA, p 34239 H n I Ly w NICOLE'NIKKI"FlUEO COMM19510NER OP AGRICUL'NRE 125 Tierra Licenses State of Florida Department of State I certify from the records of this office that TIERRA, INC. is a corporation organized under the laws of the State of Florida, filed on November 20, 1992 The document number of this corporation is P92000006561. I further certify that said corporation has paid all fees due this office through December 31, 2023, that its most recent annual report/uniform business report was filed on January 4, 2023, and that its status is active. I further certify that said corporation has not filed Articles of Dissolution Given under my hand and the Great Seal of the State of Florida at Tallahassee, the Capital, this the Fourth day of January, 2023 wfT Secretrlry Of ktate Tracking Number: 6649948489CC To authenticate this certificate,visit the following site,enter this number, and then follow the instructions displayed. https://services.sunbiz.org/Filings/CertificateOfStatus/CertificatcAuthentication Licensee Details Fbainsee Name: TIERRA, INC. (Primary Name) Main Address: 7351 TEMPLE TERRACE HWY TAMPA Florida 33637 County: HILLSBOROUGH License Mailing: LicenseLOcation: tense Information License Type: Registry Rank: Registry License Number: 6486 Status: Current Licensure Date: 02/17/1993 Expires: ACI Licenses FD 5z;,W- ww a-0-- Disadvantaged Business Enterprise (DBE) Certificate of Eligibility ARCHAEOLOGICAL CONSULTANTS INC MEETS THE REQUIREMENTS OF 49 CER, PART26 14u 1/.&d UOWD THE Register of Professional Archaeologists C-1-0,I Ora Lee Hutchinson Neff, RPA Registered Professional Archaeologist Lal2z_ M 1-2�1"9 Kimberly Irby LEEDAP Building Design+ Construction ......... .. . .... . ........ ....... 0ol-q&- Vw& Woman Business Certificatio Archaeological Consultants, Inc. H= L THE Register of Professional Archaeologists Marion M Almy, RPA Registered Professional Archaeologist 127 Co*r Count y Procurement Services Division Date: February 15, 2023 Email: matthew.catoe@colliercountyfl.gov Telephone: (239) 252-6098 Addendum #1 From: Matthew Catoe, Procurement Strategist To: Interested Bidders Subject: Addendum #1 Solicitation #23-8085 Design Services for 47th Avenue NE - Immokalee Road to Everglades Blvd The following clarifications are issued as an addendum: Change 1: Addition: Uploaded Appendices for the Golden Gate Estates Mobility Catalyst Project, per question 5. (Appendix A: East of 951 Horizon Study for Bridges, Appendix B: Letter of Support, Appendix C: Benefit Cost Analysis Support Documentation, Appendix C - TIGER VIII Benefit Calculations, Appendix D: Type 2 Categorical Exclusion Determination). 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 i referenced solicitation. (Signature) Kimley-Horn and Associates, Inc. (Name of Firm) copy of this Addendum with your submittal for the above LeL'2/16/2023 Date 128