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Agenda 2/14/2023 Item #11C (Professional design and related services for the Airport Road Widening Project)02/ 14/2023 EXECUTIVE SUMMARY Recommendation to approve Agreement No. 21-7862, "Professional Design and Related Services for Airport Road Widening" with Kisinger Campo & Associates, Corp., in the amount of $1,900,000, and authorize the Chairman to sign the attached Agreement. (Project Number 60190) OBJECTIVE: To obtain professional design and related services for the Airport Road Widening Project (the "Project"). CONSIDERATIONS: The Collier County Metropolitan Planning Organization's 2020 Long Range Transportation Plan ("LRTP") identified the Airport Road corridor from Vanderbilt Beach Road (CR862) to Immokalee Road (CR846) as a need for a six -lane arterial. However, it remained an unfunded need until the corridor was included in the 2040 LRTP cost -feasible plan. This Project is identified in County Ordinance 2018-21 as eligible to receive Surtax funding, the collection of which funds began on January 1, 2019. On February 5, 2020, the Infrastructure Surtax Citizen Oversight Committee validated $4,000,000 of the 7-Year Sales Tax to the Airport Road Widening Project from Vanderbilt Beach Road (CR862) to Immokalee Road (CR846). On September 8, 2020 (Agenda Item 16.A.26), the Board approved a State -Funded Grant Agreement with the Florida Department of Transportation to receive reimbursement for design, construction, and Construction Engineering and Inspection services in the amount of $6,428,100 for the Project. On January 11, 2022 (Agenda Item 16.A.18), the Board authorized staff to negotiate an agreement with the top - ranked firm, Kimley-Horn and Associates, Inc., to perform professional engineering and related services for the Airport Road Widening project. Negotiation commenced on January 27, 2022, starting with a scoping meeting and terminating after several months of meetings on August 4, 2022, when Kimley-Horn presented a final offer of 2,607,861.97, and staff countered with a final offer of $1,850,000. On August 24, 2022, staff started negotiation with the second -rank firm, Kisinger Campo & Associates, Corp. ("KCA") consistent with the Consultant's Competitive Negotiation Act (the "CCNA"), Section 287.055, Florida Statutes. KCA originally submitted a proposal for $2,224,501.17. After the third negotiation, the final proposal was reduced to $1,900,000. Staff recommends that the Board approve the attached Agreement with KCA in the competitively negotiated amount of $1,900,000 to provide the detailed scope of professional design and related engineering services for the Airport Road Widening project. The Board's approval of this item will also be an acknowledgment of the cost reasonableness of the contract amount based upon staff s competitive negotiation as required by the CCNA. FISCAL IMPACT: Funding in the amount of $1,900,000 is available in the Airport Road Widening project number 60190, within the Growth Management Grant Fund (711), and the Growth Management Grant Match Fund (712). Funding for this project will come from grants, impact fees, gas taxes, and surtax funding. GROWTH MANAGEMENT IMPACT: The project is in conformance with the goals and objectives of the Transportation Element of the Growth Management Plan. LEGAL CONSIDERATIONS: This item is approved as to form and legality, and requires majority vote for Board approval.-SRT RECOMMENDATION: To approve Agreement No. 21-7862 with Kisinger Campo & Associates, Corp., for "Professional Design and Related Services for the Airport Road Widening" project from Vanderbilt Beach Road Packet Pg. 509 02/14/2023 (CR862) to Immokalee Road (CR846), and authorize the Chairman to sign the attached agreement. (County Project Number 60190) Prepared by: Bee Thao, P.E, Project Manager III (Licensed), Transportation Engineering Division ATTACHMENT(S) 1.21-7862_COI - Collier County (PDF) 2. [Linked] 21-7862 Contract KisingerCampo_VendorSigned (PDF) 3.21-7862_Airport Road Widening_KCA (PPTX) Packet Pg. 510 11.0 02/ 14/2023 COLLIER COUNTY Board of County Commissioners Item Number: I LC Doe ID: 24229 Item Summary: Recommendation to approve Agreement No. 21-7862, "Professional Design and Related Services for Airport Road Widening," to Kisinger Campo & Associates, Corp. in the amount of $1,900,000, and authorize the Chairman to sign the attached Agreement (Project Number 60190). (Jay Ahmad, Director, Transportation Engineering) Meeting Date: 02/14/2023 Prepared by: Title: — Transportation Engineering Name: Bee Thao 01/06/2023 4:33 PM Submitted by: Title: Division Director - Transportation Eng — Transportation Engineering Name: Jay Ahmad 01/06/2023 4:33 PM Approved By: Review: Procurement Services Ana Reynoso Level 1 Purchasing Gatekeeper Completed 01/06/2023 4:58 PM Capital Project Planning, Impact Fees, and Program Management Gloria Herrera Additional Reviewer Completed 01/09/2023 7:30 AM Transportation Engineering Marlene Messam Additional Reviewer Completed 01/09/2023 8:37 AM Growth Management Department Jeanne Marcella Transportation Management Services Department Completed 01/09/2023 3:31 PM Procurement Services Kristofer Lopez Additional Reviewer Completed 01/11/2023 9:49 AM Transportation Engineering Jay Ahmad Additional Reviewer Completed 01/11/2023 11:23 AM Growth Management Department Lisa Taylor Additional Reviewer Completed 01/13/2023 7:48 AM Procurement Services Sandra Herrera Additional Reviewer Completed 01/16/2023 5:55 PM Procurement Services Bee Thao Additional Reviewer Skipped 01/17/2023 10:08 AM Growth Management Operations Support Tara Castillo Additional Reviewer Completed 01/17/2023 4:37 PM Growth Management Operations Support Brandy Otero Additional Reviewer Completed 01/17/2023 4:42 PM Grants Maria Kantaras Level 2 Grants Review Completed 01/18/2023 9:14 AM Growth Management Department Trinity Scott Transportation Completed 01/20/2023 9:52 AM County Attorney's Office Scott Teach Level 2 Attorney Review Completed 01/26/2023 8:34 AM Office of Management and Budget Debra Windsor Level 3 OMB Gatekeeper Review Completed 01/26/2023 9:01 AM County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 01/26/2023 10:58 AM Office of Management and Budget Susan Usher Additional Reviewer Completed 01/27/2023 9:53 AM Packet Pg. 511 02/ 14/2023 Grants Therese Stanley Additional Reviewer County Manager's Office Ed Finn CMO Completed County Manager's Office Amy Patterson Level 4 County Manager Review Board of County Commissioners Geoffrey Willig Meeting Pending Completed 01/27/2023 3:21 PM 02/02/2023 2:08 PM Completed 02/06/2023 11:25 AM 02/14/2023 9:00 AM Packet Pg. 512 o CERTIFICATE OF LIABILITY INSURANCE ".C.'DATE (I 12/01 /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 rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Vicky Van Wormer NAME: Brown &Brown of Florida, Inc. pnHiC Ext : (727) 461-6044 AIX No): (727) 442-7695 83 Park Place Blvd, Suite 101 E-MAIL... Vicky.VanWormer@bbrown.com Clearwater FL 33759 INSURER(S) AFFORDING COVERAGE NAIC # INSURERA: The Charter Oak Fire Insurance Company 25615 INSURED Kisinger Campo & Associates, Corp. 201 N Franklin St, Suite 400 Tampa FL 33602 INSURER B : The Travelers Indemnity Company of America 25666 INSURER C : Travelers Property Casualty Company of America 25674 INSURER D: Travelers Casualty and Surety Company 19038 INSURER E: Admiral Insurance Company 24856 INSURER F : COVERAGES CERTIFICATE NUMBER: 22-23 Master 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 CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCEADDLSUBR INSD WVD POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXP MM/DD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE OCCUR PREM SES Ea oNcE ence $ 300,000 MED EXP (Any one person) $ 10,000 PERSONAL&ADVINJURY $ 1,000,000 A Y P-630-8254A604 10/01/2022 10/01/2023 GEN'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 PRO❑LOC ECTPOLICY PRODUCTS-COMP/OP AGG 2,000,000 $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ 1,000,000 X BODILY INJURY (Per person) $ ANYAUTO B OWNED SCHEDULED AUTOS ONLY AUTOS 810-5N338364 10/01/2022 10/01/2023 BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ HIRED HNON-OWNED AUTOS ONLY AUTOS ONLY Uninsured motorist $ 1,000,000 UMBRELLALIAB OCCUR EACH OCCURRENCE 4,000,000 $ AGGREGATE $ 4,000,000 C EXCESS LAB CLAIMS -MADE CUP-7J748484 10/01/2022 10/01/2023 DED X RETENTION $ 10,000 $ D WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE N OFFICER/MEMBER EXCLUDED? (Mandatory in NH) N /A UB-7JO70308 10/03/2022 10/03/2023 PER OTH- X STATUTE ER E.L. EACH ACCIDENT 500,000 $ E.L. DISEASE - EA EMPLOYEE $ 500,000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT 500,000 $ Per Claim 5,000,000 E Professional Liability -Architects & Engineers E0000027205-09 10/01/2022 10/01/2023 Aggregate 5,000,000 Deductible 250,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Collier County Board of County Commissioners is additional insured with respect to general liability and auto liability. Project Description: Contract #21-7862; Design Services for Airport Road Widening; For any and all work performed on behalf of Collier County. KCA Contract #1202147.00 CERTIFICATE HOLDER CANCELLATION Collier County Board of County Commissions 3295 Tamiami Trail E Naples 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 FL 34112 r Q @ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD Packet Pg. 513 (ufisaa—fuivapm pN;aodany : 6ZZtiZ) VON fuivap!M peoN;aodany Z98L-4Z :;uauayoe;;y M U ■ L W CL O i ro m N a� E o V O mc cn za�oo� �� 4 � 0 U n � _0E ro .— E jA- ro N 4) 4- � 0 W N L cC 0) _ 4—, a--) ,-j p Q '— C C } :3 0.) m ra O 'V) L i O O E ® U. L CD (0 O 4) C: (o a L i O a--� m C: .^ m O 0 .— 0-_ O '� o U -0 Q) -0 U a- 4-ro O I*. 4-1 a-J 4) L. O 4� 4� � E 0- °' l 00 •N rU E Eow u0(1) O N 0 O-r- Q w 00 . 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O - U I L '� ro .E -r- L oCcv(��e mU ll%.� r a m m a PROFESSIONAL SERVICES AGREEMENT Contract ## 21-7862 for " DESIGN SERVICES FOR AIRPORT ROAD WIDI=NING THIS AGREEMENT is made and entered into this day of , 20 by and between the Board of County Commissioners for Collier County, Florida, a political subdivision of the State of Florida (hereinafter referred to as the "COUNTY") and KiSINGER CAMPO & ASSOCIATES, CORP. authorized to do business in the State of Florida, whose business address is One Tampa City Center, 201 N. Franklin Street, STE 400, Tampa FL 33502 (hereinafter referred to as the "CONSULTANT" and/or "CONTRACTOR"). WITNESSETH: WHEREAS, the COUNTY desires to obtain the professional services of the CONSULTANT concerning "DESIGN SERVICES FOR AIRPORT ROAD WIDENING" (hereinafter referred to as the "Project"), said services in accordance with the provisions of Section 287,055, Florida Statutes being more fully described in Schedule A, "Scope of Services", which is attached hereto and incorporated herein; WHEREAS, the CONSULTANT has submitted a proposal for provision of those services; and; WHEREAS, the CONSULTANT represents that it has expertise in the type of professional services that will be required for the Project. NOW, THEREFORE, in consideration of the mutual covenants and provisions contained herein, the parties hereto agree as follows: ARTICLE ONE CONSULTANT'S RESPONSIBILITY 1.1. CONSULTANT shall provide to COUNTY professional services in all phases of the Project to which this Agreement applies. 1.2. The Basic Services to be performed by CONSULTANT hereunder are set forth in the Scope of Services described in detail in Schedule A. The total compensation to be paid CONSULTANT by the COUNTY for all Basic Services is set forth in Article Five and Schedule B, "Basis of Compensation", which is attached hereto and incorporated herein. 1.3. The CONSULTANT agrees to obtain and maintain throughout the period of this Agreement all such licenses as are required to do business in the State of Florida and in Collier County, Florida, including, but not limited to, all licenses required by the respective state boards and other governmental agencies responsible for regulating and licensing the professional services to be provided and performed by the CONSULTANT pursuant to this Agreement. I'agc I ur34 PSA_CCNA Single Prgicel Agrcein=( 1'2022_ver 11 1.4. The CONSULTANT agrees that, when the services to be provided hereunder relate to a professional service which, under Florida Statutes, requires a license, certificate of authorization or other form of legal entitlement to practice such services, it shall employ and/or retain only qualified personnel to provide such services to the COUNTY. 1.5. CONSULTANT designates Jesse Gill, PE a qualified licensed professional to serve as the CONSULTANT's project coordinator (hereinafter referred to as the "Project Coordinator"). The Project Coordinator is authorized and responsible to act on behalf of the CONSULTANT with respect to directing, coordinating and administering all aspects of the services to be provided and performed under this Agreement. Further, the Project Coordinator has full authority to bind and obligate the CONSULTANT on all matters arising out of or relating to this Agreement. The CONSULTANT agrees that the Project Coordinator shall devote whatever time is required to satisfactorily manage the services to be provided and performed by the CONSULTANT hereunder. The Project Coordinator shall not be removed by CONSULTANT from the Project without the COUNTY's prior written approval, and if so removed must be immediately replaced with a person acceptable to the COUNTY. 1.6. CONSULTANT agrees, within fourteen (14) calendar days of receipt of a written request from the COUNTY to promptly remove and replace the Project Coordinator, or any other personnel employed or retained by the CONSULTANT, or any subconsultants or subcontractors or any personnel of any such subconsultants or subcontractors engaged by the CONSULTANT to provide and perform services or work pursuant to the requirements of this Agreement, said request may be made with or without cause, Any personnel so removed must be immediately replaced with a person acceptable to the COUNTY. 1.7, The CONSULTANT represents to the COUNTY that it has expertise in the type of professional services that will be performed pursuant to this Agreement and has extensive experience with projects similar to the Project required hereunder. The CONSULTANT agrees that all services to be provided by CONSULTANT pursuant to this Agreement shall be subject to the COUNTY's review and approval and shall be in accordance with the generally accepted standards of professional practice in the State of Florida, as well as in accordance with all applicable laws, statutes, including but not limited to ordinances, codes, rules, regulations and requirements of any governmental agencies, and the Florida Building Code where applicable, which regulate or have jurisdiction over the Services to be provided and performed by CONSULTANT hereunder, the Local Government Prompt Payment Act (218.735 and 218.76 F.S.), as amended, and the Florida Public Records Law Chapter 119, including specifically those contractual requirements at F.S. § 119.0701(2)(a)-(b) as stated as follows: IF THE CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE CONTRACTOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS AT: Communications, Government and Public Affairs Division 3299 Tamiami Trail East, Suite 102 Naples, FL 34112-5746 Telephone: (239) 252-8999 Email: PublicRecordRecluest@colliercountyfl.gov The Contractor must specifically comply with the Florida Public Records Law to: Paget of30 11SA CC'NA Single. Projuel Agrcament 12022_var.I I 1. Keep and maintain public records required by the public agency to perform the service, 1 Upon request from the public agency's custodian of public records, provide the public agency with a copy of the requested records or allow the records to be inspected or copied within a reasonable time at a cost that does not exceed the cost provided in this chapter or as otherwise provided by law- 3. Ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized by law for the duration of the contract term and following completion of the contract if the Contractor does not transfer the records to the public agency. 4_ Upon completion of the contract, transfer, at no cost, to the public agency all public records in possession of the Contractor or keep and maintain public records required by the public agency to perform the service. If the Contractor transfers all public records to the public agency upon completion of the contract, the Contractor shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. If the Contractor keeps and maintains public records upon completion of the contract, the Contractor shall meet all applicable requirements for retaining public records. All records stored electronically must be provided to the public agency, upon request from the public agency's custodian of public records, in a format that is compatible with the information technology systems of the public agency_ If Contractor observes that the Contract Documents are at variance therewith, it shall promptly notify the County in writing. Failure by the Contractor to comply with the laws referenced herein shall constitute a breach of this Agreement and the County shall have the discretion to unilaterally terminate this Agreement immediately. 1.8. In the event of any conflicts in these requirements, the CONSULTANT shall notify the COUNTY of such conflict and utilize its best professional judgment to advise the COUNTY regarding resolution of each such conflict. The COUNTYS approval of the design documents in no way relieves CONSULTANT of its obligation to deliver complete and accurate documents necessary for successful construction of the Project. 1.9, The COUNTY reserves the right to deduct portions of the (monthly) invoiced (task) amount for the following: Tasks not completed within the expressed time frame, including required deliverables, incomplete and/or deficient documents, failure to comply with local, state and/or federal requirements and/or codes and ordinances applicable to CONSULTANT's performance of the work as related to the project. This list is not deemed to be all-inclusive, and the COUNTY reserves the right to make sole determination regarding deductions. After notification of deficiency, if the CONSULANT fails to correct the deficiency within the specified timeframe, these funds would be forfeited by the CONSULTANT. The COUNTY may also deduct or charge the CONSULTANT for services and/or items necessary to correct the deficiencies directly related to the CONSULTANTSs non-performance whether or not the COUNTY obtained substitute performance. 1.19. CONSULTANT agrees not to divulge, furnish or make available to any third person, firm or organization, without the COUNTY's prior written consent, or unless incident to the proper performance of the CONSULTANT'S obligations hereunder, or in the course of judicial or legislative proceedings where such information has been properly subpoenaed, any non-public information concerning the services to be rendered by CONSULTANT hereunder, and CONSULTANT shall require all of its employees, agents, subconsultants and subcontractors to comply with the provisions of this paragraph. CONSULTANT shall provide the COUNTY prompt written notice of any such subpoenas_ Page 3 of 30 I'SACCNA 5ingfe ]inject Ag eemen! J2022_Ver 11 1.11. As directed by the COUNTY, all plans and drawings referencing a specific geographic area must be submitted in an AutoCAD DWG or MicroStation DGN format on a CD or DVD, drawn in the Florida State Plane East (US Feet) Coordinate System (NAD 83190), The drawings should either reference specific established Survey Monumentation, such as Certified Section Corners (Half or Quarter Sections are also acceptable), or when implemented, derived from the RTK (Real -Time Kinematic) GPS Network as provided by the COUNTY. Information layers shall have common naming conventions (i.e. right-of-way - ROW, centerlines - CL, edge -of -pavement - E=OP, etc.), and adhere to industry standard CAD specifications. ARTICLE TWO ADDITIONAL SERVICES OF CONSULTANT 2.1. If authorized in writing by the COUNTY through a Change Order or Amendment to this Agreement, CONSULTANT shall furnish or obtain from others Additional Services of the types listed in Article Two herein. The agreed upon scope, compensation and schedule for Additional Services shall be set forth in the Change Order or Amendment authorizing those Additional Services. With respect to the individuals with authority to authorize Additional Services under this Agreement, such authority will be as established in the COUNTY's Procurement Ordinance and Procedures in effect at the time such services are authorized. These services will be paid for by the COUNTY as indicated in Article Five and Schedule B. Except in an emergency endangering life or property, any Additional Services must be approved in writing via a Change Order or an Amendment to this Agreement prior to starting such services, The COUNTY will not be responsible for the costs of Additional Services commenced without such express prior written approval, Failure to obtain such prior written approval for Additional Services will be deemed: (1) a waiver of any claim by CONSULTANT for such Additional Services and (ii) an admission by CONSULTANT that such Work is not additional but rather a part of the Basic Services required of CONSULTANT hereunder. If the COUNTY determines that a change in the Agreement is required because of the action taken by CONSULTANT in response to an emergency, an Amendment shall be issued to document the consequences of the changes or variations, provided that CONSULTANT has delivered written notice to the COUNTY of the emergency within forty-eight (48) hours from when CONSULTANT knew or should have known of its occurrence. Failure to provide the forty-eight (48) hour written notice noted above, waives CONSULTANT's right it otherwise may have had to seek an adjustment to its compensation or time of performance under this Agreement. The following services, if not otherwise specified in Schedule A as part of Basic Services, shall be Additional Services: 2.1.1 Preparation of applications and supporting documents (except those already to be furnished under this Agreement) for private or governmental grants, loans, bond issues or advances in connection with the Project. 2.1.2 Services resulting from significant changes in the general scope, extent or character of the Project or its design including, but not limited to, changes in size, complexity, the COUNTY's schedule or character of construction; and revising studies, reports, design documents or Contract Documents previously accepted by the COUNTY when such revisions are required by changes in laws, rules, regulations, ordinances, codes or orders enacted subsequent to and not reasonably anticipated prior to the preparation of such studies, reports or documents, or are due to any other causes beyond CONSULTANT's control and fault. 2.1.3 Providing renderings or models for the COUNTY's use. Page 4 of 30 PSA_CCNA Single Propcl Agretmont 12022_ver_1i 2.1.4 Investigations and studies involving detailed consideration of operations, maintenance and overhead expenses; the preparation of feasibility studies, cash flow and economic evaluations, rate schedules and appraisals; and evaluating processes available for licensing and assisting the COUNTY in obtaining such process licensing. 2.1.5 Furnishing services of independent professional associates and consultants for other than the Basic Services to be provided by CONSULTANT hereunder. 2.1.6 Services during travel outside of Collier and Lee Counties required of CONSULTANT and directed by the COUNTY, other than visits to the Project site or the COUNTY's office. 2.1.7 Preparation of operating, maintenance and staffing manuals, except as otherwise provided for herein. 2.1.8 Preparing to serve or serving as a CONSULTANT or witness for the COUNTY in any litigation, or other legal or administrative proceeding, involving the Project (except for assistance in consultations which are included as part of the Basic Services to be provided herein). 2.1.9 Additional services rendered by CONSULTANT in connection with the Project, not otherwise provided for in this Agreement or not customarily furnished in Collier County as part of the Basic Services in accordance with generally accepted professional practice. ARTICLE THREE THE COUNTY'S RESPONSIBILITIES 3.1. The COUNTY shall designate in writing a project manager to act as the COUNTY's representative with respect to the services to be rendered under this Agreement (hereinafter referred to as the "Project Manager"). The Project Manager shall have authority to transmit instructions, receive information, interpret and define the COUNTY's policies and decisions with respect to CONSULTANT's services for the Project. However, the Project Manager is not authorized to issue any verbal or written orders or instructions to the CONSULTANT that would have the effect, or be interpreted to have the effect, of modifying or changing in any way whatever: a. The scope of services to be provided and performed by the CONSULTANT hereunder; b. The time the CONSULTANT is obligated to commence and complete all such services; or c. The amount of compensation the COUNTY is obligated or committed to pay the CONSULTANT. 3.2. The Project Manager shall: a. Review and make appropriate recommendations on all requests submitted by the CONSULTANT for payment for services and work provided and performed in accordance with this Agreement; b. Provide all criteria and information requested by CONSULTANT as to the COUNTY 's requirements for the Project, including design objectives and constraints, space, capacity and performance requirements, flexibility and expandability, and any budgetary limitations; c. Upon request from CONSULTANT, assist CONSULTANT by placing at CONSULTANT's disposal all available information in the COUNTY's possession pertinent to the Project, including existing drawings, specifications, shop drawings, product literature, previous reports and any other data relative to the Project; Page 5 of 30 119A_CCNA Singh Project Agrecmcnt 12022_ver. i d. Arrange for access to and make all provisions for CONSULTANT to enter the Project site to perform the services to be provided by CONSULTANT under this Agreement; and e. Provide notice to CONSULTANT of any deficiencies or defects discovered by the COUNTY with respect to the services to be rendered by CONSULTANT hereunder. ARTICLE FOUR TIME 4.1. Services to be rendered by CONSULTANT shall be commenced subsequent to the execution of this Agreement upon written Notice to Proceed from the COUNTY for all or any designated portion of the Project and shall be performed and completed in accordance with the Project Milestone Schedule attached hereto and made a part hereof as Schedule C. Time is of the essence with respect to the performance of this Agreement. 4.2. Should CONSULTANT be obstructed or delayed in the prosecution or completion of its services as a result of unforeseeable causes beyond the control of CONSULTANT, and not due to its own fault or neglect, including but not restricted to acts of nature or of public enemy, acts of government or of the COUNTY, fires, floods, epidemics, quarantine regulations, strikes or lock -outs, then CONSULTANT shall notify the COUNTY in writing within five (5) working days after commencement of such delay, stating the specific cause or causes thereof, or be deemed to have waived any right which CONSULTANT may have had to request a time extension for that specific delay. 4.3. No interruption, interference, inefficiency, suspension or delay in the commencement or progress of CONSULTANT's services from any cause whatsoever, including those for which the COUNTY may be responsible in whole or in part, shall relieve CONSULTANT of its duty to perform or give rise to any right to damages or additional compensation from the COUNTY. CONSULTANT's sole remedy against the COUNTY will be the right to seek an extension of time to its schedule provided, however, the granting of any such time extension shall not be a condition precedent to the aforementioned "No Damage For Delay" provision. This paragraph shall expressly apply to claims for early completion, as well as claims based on late completion. Provided, however, if through no fault or neglect of CONSULTANT, the services to be provided hereunder have been delayed for a total of 180 calendar days, CONSULTANT's compensation shall be equitably adjusted, with respect to those services that have riot yet been performed, to reflect the incremental increase in costs experienced by CONSULTANT, if any, as a result of such delays. 4.4. Should the CONSULTANT fail to commence, provide, perform or complete any of the services to be provided hereunder in a timely manner, in addition to any other rights or remedies available to the COUNTY hereunder, the COUNTY at its sole discretion and option may withhold any and all payments due and owing to the CONSULTANT until such time as the CONSULTANT resumes performance of its obligations hereunder in such a manner so as to reasonably establish to the COUNTY's satisfaction that the CONSULTANT's performance is or will shortly be back on schedule. 4.5_ In no event shall any approval by the COUNTY authorizing CONSULTANT to continue performing Work under this Agreement or any payment issued by the COUNTY to CONSULTANT be deemed a waiver of any right or claim the COUNTY may have against CONSULTANT for delay or any other damages hereunder. Page G of30 PSA_CCNA Ssngle Ilroject Agreement 12022_ver.II ARTICLE FIVE COMPENSATION 5.1. Compensation and the manner of payment of such compensation by the COUNTY for services rendered hereunder by CONSULTANT shall be as prescribed in Schedule a, entitled "Basis of Compensation", which is attached hereto and made a part hereof. The Project Manager, or designee, reserves the right to utilize any of the following Price Methodologies: Lump Sum (Fixed Price)' A firm fixed total price offering for a project; the risks are transferred from the COUNTY to the CONSULTANT; and, as a business practice there are no hourly or material invoices presented, rather, the CONSULTANT must perform to the satisfaction of the COUNTY's Project Manager before payment for the fixed price contract is authorized. Time and Materials: The COUNTY agrees to pay the contractor for the amount of labor time spent by the CONSULTANT's employees and subcontractors to perform the work (number of hours times hourly rate), and for materials and equipment used in the project (cost of materials plus the contractor's mark-up)_ This methodology is generally used in projects in which it is not possible to accurately estimate the size of the project, or when it is expected that the project requirements would most likely change. As a general business practice, these contracts include back-up documentation of costs; invoices would include number of hours worked and billing rate by position (and not company (or subcontractor) timekeeping or payroll records), material or equipment invoices, and other reimbursable documentation for the project. 5.2. The hourly rates as set forth and identified in Schedule B, which is attached hereto, shall apply only to tasks procured under the Time and Materials pricing methodology specified in paragraph 5.1 above. EN] Grant Funded: The hourly rates as set forth and identified in Schedule B, which is attached hereto, are for purposes of providing estimate(s), as required by the grantor agency. ARTICLE SIX THE OWNERSHIP OF DOCUMENTS 6.1. Upon the completion or termination of this Agreement, as directed by the COUNTY, CONSULTANT shall deliver to the COUNTY copies or originals of all records, documents, drawings, notes, tracings, plans, MicroStation or AutoCAD files, specifications, maps, evaluations, reports and othertechnical data, otherthan working papers, prepared ordeveloped by orforCONSULTANT under this Agreement ("Project Documents"). The COUNTY shall specify whether the originals or copies of such Project Documents are to be delivered by CONSULTANT. CONSULTANT shall be solely responsible for all costs associated with delivering to the COUNTY the Project Documents, CONSULTANT, at its own expense, may retain copies of the Project Documents for its files and internal use. 6.2. Notwithstanding anything in this Agreement to the contrary and without requiring the COUNTY to pay any additional compensation. CONSULTANT hereby grants to the COUNTY a nonexclusive, irrevocable license in all of the Project Documents for the COUNTY's use on this Project. CONSULTANT warrants to the COUNTY that it has full right and authority to grant this license to the COUNTY. Further, CONSULTANT consents to the COUNTY's use of the Project Documents to complete the Project following CONSULTANT's termination for any reason or to perform additions to or remodeling, replacement or renovations of the Project. CONSULTANT also acknowledges the COUNTY may be making Project Documents available for review and information to various third parties and hereby consents to such use by the COUNTY. Nip 7 of 34 PSA_CCNA Single Prajea Agreement i2022_vcr I] 0 ARTICLE SEVEN MAINTENANCE OF RECORDS 7.1. CONSULTANT will keep adequate records and supporting documentation which concern or reflect its services hereunder. The records and documentation will be retained by CONSULTANT for a minimum of five (5) years from (a) the date of termination of this Agreement or (b) the date the Project is completed, whichever is later, or such later date as may be required by law. The COUNTY, or any duly authorized agents or representatives of the COUNTY, shall, free of charge, have the right to audit, inspect and copy all such records and documentation as often as they deem necessary during the period of this Agreement and during the five (5) year period noted above, or such later date as may be required by law; provided, however, such activity shall be conducted only during normal business hours. ARTICLE EIGHT INDEMNIFICATION 8.1. To the maximum extent permitted by Florida law, CONSULTANT shall indemnify and hold harmless the COUNTY, its officers and employees from any and all liabilities, damages, losses and costs, including, but not limited to, reasonable attorneys' fees and paralegals' fees, to the extent caused by the negligence, recklessness, or intentionally wrongful conduct of CONSULTANT or anyone employed or utilized by the CONSULTANT in the performance of this Agreement. This indemnification obligation shall not be construed to negate, abridge or reduce any other rights or remedies which otherwise may be available to an indemnified party or person described in this paragraph 8.1. 8.2. To the extent that the Agreement that the work pertains to a "Professional Services Contract" as defined in Section 725.08(3), Florida Statutes, and the CONSULTANT is a "Design Professional" as defined in Section 725.08(4), Florida Statutes, the indemnification provided herein shall be limited as provided in Sections 725.08(1) & (2), Florida Statutes. ARTICLE NINE INSURANCE 9.1. CONSULTANT shall obtain and carry, at all times during its performance under the Contract Documents, insurance of the types and in the amounts set forth in SCHEDULE D to this Agreement. 9.2. All insurance shall be from responsible companies duly authorized to do business in the State of Florida. 9.3. All insurance policies required by this Agreement shall include the following provisions and conditions by endorsement to the policies: 9.3.1 _ All insurance policies, other than the Business Automobile policy, Professional Liability policy, and the Workers Compensation policy, provided by CONSULTANT to meet the requirements of this Agreement shall name Collier County Board of County Commissioners, OR, Board of County Commissioners in Collier County, OR, Collier County Government, as an additional insured as to the operations of CONSULTANT under this Agreement and shall contain a severability of interests' provisions. Page 8 of30 11SA_ CCNA 5inglu Projucl Agreumcnt I2422_ver.11 9.3.2. Companies issuing the insurance policy or policies shall have no recourse against the COUNTY for payment of premiums or assessments for any deductibles which all are at the sole responsibility and risk of CONSULTANT. 9.3.3. All insurance coverage of CONSULTANT shall be primary to any insurance or self- insurance program carried by the COUNTY applicable to this Project, and the "Other Insurance" provisions of any policies obtained by CONSULTANT shall not apply to any insurance or self-insurance program carried by the COUNTY applicable to this Project. 9,3,4. The Certificates of Insurance must read: For any and all work performed on behalf of Collier County, or reference this contract number. 9.3.5. All insurance policies shall be fully performable in Collier County, Florida, and shall be construed in accordance with the laws of the State of Florida, 9.4. CONSULTANT, its subconsultants and the COUNTY shall waive all rights against each other for damages covered by insurance to the extent insurance proceeds are paid and received by the COUNTY, except such rights as they may have to the proceeds of such insurance held by any of them. 9.5. All insurance companies from whom CONSULTANT obtains the insWrance, policies required hereunder must meet the following minimum requirements: 9.5.1. The insurance company must be duly licensed and authorized by the department of Insurance of the State of Florida to transact the appropriate insurance business in the State of Florida. 9.5.2. The insurance company must have a current A. M. Best financial rating of "Class VI" or higher. ARTICLE TEN SERVICES BY CONSULTANT'S OWN STAFF 10.1. The services to be performed hereunder shall be performed by CONSULTANT's own staff, unless otherwise authorized in writing by the COUNTY. The employment of, contract with, or use of the services of any other person or firm by CONSULTANT, as independent consultant or otherwise, shall be subject to the prior written approval of the COUNTY. No provision of this Agreement shall, however, be construed as constituting an agreement between the COUNTY and any such other person or firm. Nor shall anything in this Agreement be deemed to give any such party or any third party any claim or right of action against the COUNTY beyond such as may then otherwise exist without regard to this Agreement. 10.2. Attached as Schedule F is a listing of all key personnel CONSULTANT intends to assign to the Project to perform the Services required hereunder. Such personnel shall be committed to this Project in accordance with the percentages noted in Schedule F. All personnel, identified in Schedule F shall not be removed or replaced without the COUNTY's prior written consent. 10.3. CONSULTANT is liable for all the acts or omissions of its subconsultants or subcontractors_ By appropriate written agreement, the CONSULTANT shall require each subconsultant or subcontractor, to the extent of the Services to be performed by the subconsultant or subcontractor, to be bound to the CONSULTANT by the terms of this Agreement, and to assume toward the Page 9 (if 30 PSA_CC NA Single Pr iccl Agrxincnl [2022_ ver.1 J CONSULTANT all the obligations and responsibilities which the CONSULTANT, by this Agreement, assumes toward the COUNTY. Each subconsultant or subcontract agreement shall preserve and protect the rights of the COUNTY under this Agreement with respect to the Services to be performed by the subconsultant or subcontractor so that the sub consulting or subcontracting thereof will not prejudice such rights_ Where appropriate, the CONSULTANT shall require each subconsultant or subcontractor to enter into similar agreements with its sub-subconsultants or sub -subcontractors. 1 D_4. CONSULTANT acknowledges and agrees that the COUNTY is a third -party beneficiary of each contract entered into between CONSULTANT and each subconsultant or subcontractor, however nothing in this Agreement shall be construed to create any contractual relationship between the COUNTY and any subconsultant or subcontractor. Further, all such contracts shall provide that, at the COUNTY's discretion, they are assignable to the COUNTY upon any termination of this Agreement. ARTICLE ELEVEN WAIVER OF CLAIMS 11.1. CONSULTANT's acceptance of final payment shall constitute a full waiver of any and all claims, except for insurance company subrogation claims, by it against the COUNTY arising out of this Agreement or otherwise related to the Project, and except those previously made in writing in accordance with the terms of this Agreement and identified by CONSULTANT as unsettled at the time of the final payment. Neither the acceptance of CONSULTANT's services nor payment by the COUNTY shall be deemed to be a waiver of any of the COUNTY's rights against CONSULTANT. ARTICLE TWELVE TERMINATION OR SUSPENSION 12.1. CONSULTANT shall be considered in material default of this Agreement and such default will be considered cause for the COUNTY to terminate this Agreement, in whole or in part, as further set forth in this section, for any of the following reasons, (a) CONSULTANT's failure to begin services under the Agreement within the times specified under the Notice(s) to Proceed, or (b) CONSULTANT's failure to properly and timely perform the services to be provided hereunder or as directed by the COUNTY, or (c) the bankruptcy or insolvency or a general assignment for the benefit of creditors by CONSULTANT or by any of CONSULTANT's principals, officers or directors, or (d) CONSULTANT's failure to obey any laws, ordinances, regulations or other codes of conduct, or (e) CONSULTANT's failure to perform or abide by the terms and conditions of this Agreement, or (f) for any other just cause. The COUNTY may so terminate this Agreement, in whole or in part, by giving the CONSULTANT seven (7) calendar days written notice of the material default. 12.2. If, after notice of termination of this Agreement as provided for in paragraph 12.1 above, it is determined for any reason that CONSULTANT was not in default, or that its default was excusable, or that the COUNTY otherwise was not entitled to the remedy against CONSULTANT provided for in paragraph 12.1, then the notice of termination given pursuant to paragraph 12.1 shall be deemed to be the notice of termination provided for in paragraph 12.3, below, and CONSULTANT's remedies against the COUNTY shall be the same as and be limited to those afforded CONSULTANT under paragraph 12.3, below. 12.3. The COUNTY shall have the right to terminate this Agreement, in whole or in part, without cause upon seven (7) calendar days written notice to CONSULTANT. In the event of such termination for convenience, CONSULTANT'S recovery against the COUNTY shall be limited to that portion of Page 10 of 30 PSA_CCNA Single Projevt Agreement [2072_vcr (1 the fee earned through the date of termination, together with any retainage withheld and any costs reasonably incurred by CONSULTANT that are directly attributable to the termination, but CONSULTANT shall not be entitled to any other or further recovery against the COUNTY, including, but not limited to, anticipated fees or profits on work not required to be performed. CONSULTANT must mitigate all such costs to the greatest extent reasonably possible, 12.4. Upon termination and as directed by the COUNTY, the CONSULTANT shall deliver to the COUNTY all original papers, records, documents, drawings, models, and other material set forth and described in this Agreement, including those described in Article 6, that are in CONSULTANT's possession or under its control_ 12.5. The COUNTY shall have the power to suspend all or any portions of the services to be provided by CONSULTANT hereunder upon giving CONSULTANT two (2) calendar days prior written notice of such suspension. If all or any portion of the services to be rendered hereunder are so suspended, the CONSULTANT's sole and exclusive remedy shall be to seek an extension of time to its schedule in accordance with the procedures set forth in Article Four herein. 12.6. In the event (i) the COUNTY fails to make any undisputed payment to CONSULTANT within forty-five (45) days after such payment is due or such other time as required by Florida's Prompt Payment Act or (ii) the COUNTY otherwise persistently fails to fulfill some material obligation owed by the COUNTY to CONSULTANT under this Agreement, and (ii) the COUNTY has failed to cure such default within fourteen (14) days of receiving written notice of same from CONSULTANT, then CONSULTANT may stop its performance under this Agreement until such default is cured, after giving THE COUNTY a second fourteen (14) days written notice of CONSULTANT's intention to stop performance under the Agreement. If the Services are so stopped for a period of one hundred and twenty (120) consecutive days through no act or fault of the CONSULTANT or its subconsultant or subcontractor or their agents or employees or any other persons performing portions of the Services under contract with the CONSULTANT, the CONSULTANT may terminate this Agreement by giving written notice to the COUNTY of CONSULTANT's intent to terminate this Agreement. if the COUNTY does not cure its default within fourteen (14) days after receipt of CONSULTANT's written notice, CONSULTANT may, upon fourteen (14) additional days' written notice to the COUNTY, terminate the Agreement and recover from the COUNTY payment for Services performed through the termination date, but in no event, shall CONSULTANT be entitled to payment for Services not performed or any other damages from the COUNTY_ ARTICLE THIRTEEN TRUTH IN NEGOTIATION REPRESENTATIONS 13.1. CONSULTANT warrants that CONSULTANT has not employed or retained any company or person, other than a bona fide employee working solely for CONSULTANT, to solicit or secure this Agreement and that CONSULTANT has not paid or agreed to pay any person, company, corporation, individual or firm, other than a bona fide employee working solely for CONSULTANT, any fee, commission, percentage, gift or any other consideration contingent upon or resulting from the award or making of this Agreement. 13.2. In accordance with provisions of Section 287.055, (5)(a), Florida Statutes, the CONSULTANT agrees to execute the required Truth -In -Negotiation Cerlfficate, attached hereto and incorporated herein as Schedule E, certifying that wage rates and other factual unit costs supporting the compensation for CONSULTANT's services to be provided under this Agreement are accurate, complete and current at the time of the Agreement. The CONSULTANT agrees that the original Page f 1 of 3Q MA_CC NA Single 11faj CI Agreamellt I2027_vcr. 1.1 cl_�9 Agreement price and any additions thereto shall be adjusted to exclude any significant sums by which the COUNTY determines the Agreement price was increased due to inaccurate, incomplete, or non- current wage rates and other factual unit costs. All such adjustments shall be made within one (1) year following the end of this Agreement. ARTICLE FOURTEEN CONFLICT OF INTEREST 14.1. CONSULTANT represents that it presently has no interest and shall acquire no interest, either direct or indirect, which would conflict in any manner with the performance of services required hereunder. CONSULTANT further represents that no persons having any such interest shall be employed to perform those services. ARTICLE FIFTEEN MODIFICATION 15,1. No modification or change in this Agreement shall be valid or binding upon either party unless in writing and executed by the party or parties intended to be bound by it. ARTICLE SIXTEEN NOTICES AND ADDRESS OF RECORD 16.1. All notices required or made pursuant to this Agreement to be given by the CONSULTANT to the COUNTY shall be in writing and shall be delivered by hand, email, or by United States Postal Service Department, first class mail service, postage prepaid, addressed to the following the COUNTY's address of record: Board of County Commissioners for Collier County, Florida Division Name: Transportation Engineering Division Director: Jay Ahmad P.E. Transportation Engineering Address: 2885 Horseshoe Drive S Naples, FL 34104 Administrative AgenVPM: Bee Thao, P.E., Sr. Proiect Manager Telephone: (239) 252-5844 _ _-- E-Mail(s): Bee.Thao CollierCountyFL.Gov 16.2. All notices required or made pursuant to this Agreement to be given by the COUNTY to the CONSULTANT shall be made in writing and shall be delivered by hand, email or by the United States Postal Service Department, first class mail service, postage prepaid, addressed to the following CONSULTANT's address of record - Company Name: KISINGER CAMPO & ASSOCIATES, CORP. Address: 13461 Parker Commons Boulevard, Suite 104 Ft. Myers, FL 33912 Nige 12 of 30 PSA_CCNA Single Prcmjcct Agreement [2022 Vcr. I 1 Attention Name & Title: Jesse Gill PE Telephone: (239)_278-5999 E-Mail(s): igill(cDkcaeng_com 16.3. Either party may change its address of record by written notice to the other party given in accordance with requirements of this Article. ARTICLE SEVENTEEN MISCELLANEOUS 17.1. CONSULTANT, in representing the COUNTY, shall promote the best interests of the COUNTY and assume towards the COUNTY a duty of the highest trust, confidence, and fair dealing_ 17.2. No modification, waiver, suspension or termination of the Agreement or of any terms thereof shall impair the rights or liabilities of either party. 17.3. This Agreement is not assignable, or otherwise transferable in whole or in part, by CONSULTANT without the prior written consent of the COUNTY. 17.4. Waivers by either party of a breach of any provision of this Agreement shall not be deemed to be a waiver of any other breach and shall not be construed to be a modification of the terms of this Agreement. 17.5. The headings of the Articles, Schedules, Parts and Attachments as contained in this Agreement are for the purpose of convenience only and shall not be deemed to expand, limit or change the provisions in such Articles, Schedules, Parts and Attachments. 17.6. This Agreement, including the referenced Schedules and Attachments hereto, constitutes the entire agreement between the parties hereto and shall supersede, replace and nullify any and all prior agreements or understandings, written or oral, relating to the matter set forth herein, and any such prior agreements or understanding shall have no force or effect whatever on this Agreement. 17.7. Unless otherwise expressly noted herein, all representations and covenants of the parties shall survive the expiration or termination of this Agreement. 17.8. This Agreement may be simultaneously executed in several counterparts, each of which shall be an original and all of which shall constitute but one and the same instrument. 17.9. The terms and conditions of the following Schedules attached hereto are by this reference incorporated herein: Schedule A SCOPE OF SERVICES Schedule B BASIS OF COMPENSATION Schedule C. PROJECT MILESTONE SCHEDULE Schedule D INSURANCE COVERAGE Schedule E CCNA Projects: TRUTH IN NEGOTIATION CERTIFICATE Schedule E KEY PERSONNEL Schedule G Other: Grant Curtificatlons and Assurances Solicitation # 21-7862 1 including all Attachment(s), Exhibit(s) & Addendum Consultant's Proposal Page 13 ot'30 PSA_CctgA Single Pru_jecl Agreumunt {2022_vGr I I 17.10. Grant Funded Projects (only applicable to Grant funded proiects): In the event of any conflict between or among the terms of any of the Contract Documents and/or the COUNTY's Board approved Executive Summary, the terms of the Agreement shall take precedence over the terms of all other Contract Documents, except the terms of any Supplemental Grant Conditions shall take precedence over the Agreement. To the extent any conflict in the terms of the Contract Documents cannot be resolved by application of the Supplemental Conditions, if any, or the Agreement, the conflict shall be resolved by imposing the more strict or costly obligation under the Contract Documents upon the CONSULTANT at the COUNTY's discretion. ARTICLE EIGHTEEN APPLICABLE LAW 18.1, This Agreement shall be governed by the laws, rules, and regulations of the State of Florida, and by such laws, rules and regulations of the United States as made applicable to services funded by the United States government. Any suit or action brought by either party to this Agreement against the other party relating to or arising out of this Agreement must be brought in the appropriate federal or state courts in Collier County, Florida, which courts have sole and exclusive jurisdiction on all such matters. ARTICLE NINETEEN SECURING AGREEMENTIPUBLIC ENTITY CRIMES 19.1. CONSULTANT warrants that CONSULTANT has not employed or retained any company or person, other than a bona fide employee working solely for CONSULTANT, to solicit or secure this Agreement and that CONSULTANT has not paid or agreed to pay any person, company, corporation, individual or firm, other than a bona fide employee working solely for CONSULTANT, any fee, commission, percentage, gift or any other consideration contingent upon or resulting from the award or making of this Agreement. At the time this Agreement is executed, CONSULTANT shall sign and deliver to the COUNTY the Truth -In -Negotiation Certificate identified in Article 13 and attached hereto and made a part hereof as Schedule F_ CONSULTANT's compensation shall be adjusted to exclude any sums by which the COUNTY determines the compensation was increased due to inaccurate, incomplete, or noncurrent wage rates and other factual unit costs. 19,2, By its execution of this Agreement. CONSULTANT acknowledges that it has been informed by the COUNTY of and is in compliance with the terms of Section 287.133(2)(a) of the Florida Statutes which read as follows: "A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid, proposal, or reply on a contract to provide any goods or services to a public entity; may not submit a bid, proposal, or reply on a contract with a public entity for the construction or repair of a public building or public work; may not submit bids, proposals, or replies on leases of real property to a public entity, may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity; and may not transact business with any public entity in excess of the threshold amount provided in s. 287.017 for CATEGORY TWO for a period of 36 months following the date of being placed on the convicted vendor list." Page 14 of 30 PSA_CCNA 5inBle Project Agreement 12023_ver.II ARTICLE TWENTY DISPUTE RESOLUTION 20.1. Prior to the initiation of any action or proceeding permitted by this Agreement to resolve disputes between the parties, the parties shall make a good faith effort to resolve any such disputes by negotiation. The negotiation shall be attended by representatives of CONSULTANT with full decision -making authority and by the COUNTY's staff person who would make the presentation of any settlement reached during negotiations to the COUNTY for approval. Failing resolution, and prior to the commencement of depositions in any litigation between the parties arising out of this Agreement, the parties shall attempt to resolve the dispute through Mediation before an agreed upon Circuit Court Mediator certified by the State of Florida. The mediation shall be attended by representatives of CONSULTANT with full decision -making authority and by the COUNTY's staff person who would make the presentation of any settlement reached at mediation to the COUNTY's board for approval. Should either party fall to submit to mediation as required hereunder, the other party may obtain a court order requiring mediation under section 44.102, Fla. Stat. 20.2, Any suit or action brought by either party to this Agreement against the other party relating to or arising out of this Agreement must be brought in the appropriate federal or state courts in Collier County, Florida, which courts have sole and exclusive jurisdiction on all such matters. ARTICLE TWENTY-ONE IMMIGRATION LAW COMPLIANCE 21.1. By executing and entering into this agreement, the CONSULTANT is formally acknowledging without exception or stipulation that it is fully responsible for complying with the provisions of the Immigration Reform and Control Act of 1986 as located at 8 U.S.C. 1324, et seq. and regulations relating thereto, as either may be amended, as well as the Florida state law requirements set forth in Florida Statute, §448.095, as may be amended. Failure by the CONSULTANT to comply with the laws referenced herein shall constitute a breach of this agreement and the COUNTY shall have the discretion to unilaterally terminate this Agreement immediately. [Signature page to follow this page] *""*"*Remainder of page intentionally left blank****"* Page 15 of 34 PSA_CCNA Single Project Aercomenl j2422_vc,r, I IN WITNESS WHEREOF, the parties hereto have executed this Professional Services Agreement the day and year first written above. ATTEST: Crystal K. Kinzel, Clerk of the Circuit Court and Comptroller 0 Date: Approved as to Form and Legality: County Attorney Name Consultant's Witnesses: rL Witness *1 t A S IMcturl m , �Ll 2ol, na M.Acti r BOARD OF COUNTY COMMISSIONERS FOR COLLIER COUNTY, FLORIDA in William L. McDaniel, Jr. Chairman Consultant: KISINGER CAMPO & ASSOCIATES, CORP. By: 10001 Paul G. Foley, PE, CEO / President Name and Title Name and Title witKe-sql L Name and Title Page 16 of 30 PSA_CCNA Single Project Agreement [2022_ver.I] E `? SCHEDULE SCOPE OF SERVICES 1 75 following this page (pages through ) G Page 17 of 30 I'SA_CCNA Single Project Agreement i2022_ver.11 EXHIBIT A SCOPE OF SERVICES FOR RPS NO. 2l -7862 DESIGN SERVICES FOR AIRPORT ROAD WIDENING COUNTY PROJECT NO. 60190 9 TA13LE Or CONTENTS lPURPOSE ...... ..................................................... .......................... ............................................... 4 2 PROJECT DESCRIPTION.. ........................................................ I ............... -- .......................... 5 3 PROJECT COMMON AND PROJECT GENERAL TASKS..................................................20 4 ROADWAY ANALYSIS..........................................................................................................27 5 ROADWAY PLANS.................................................................................................................30 6aDRAINAGE ANALYSIS.......................................................................................................... 32 6bDRAINAGE PLANS..............................................................................................................-34 7 UTILsITIES.................................................................................................................................35 8 ENVIRONMENTAL PERMITS and ENVIRONMENTAL CLEARANCES .........................37 9 STRUCTURES , SUMMARY AND MISCELLANEOUS TASKS AND DRAWINGS ........42 10 STRUCTURES - BRIDGE DEVELOPMENT REPORT—NIA...............................................43 11 STRUCTURES - TEMPORARY BRIDGE -- NIA....................................................................43 12 STRUCTURES - SHORT SPAN CONCRETE BRIDGE — NIA............................................43 13 STRUCTURES - MEDIUM SPAN CONCRETE BRIDGE —NIA..........................................43 14 STRUCTURES - STRUCTURAL STEEL BRIDGE — NIA.....................................................43 15 STRUCTURES - SEGMENTAL CONCRETE. BRIDGE — NIA..............................................43 16 STRUCTURES - MOVABLE SPAN-1VIA..............................................................................43 17 STRUCTURES - RETAINING WALLS.,...............................................................................43 18 STRUCTURES - MISCELLANEOUS.....................................................................................44 19 SIGNING AND PAVEMENT MARKING ANALYSIS ....................................... I ..... -,......... 46 20 SIGNING AND PAVEMENT MARKING PLANS.................................................................47 21 SIGNALIZATION ANALYSIS..........................................,,....,...............................................47 22 SIGNALIZATION PLANS.......................................................I ...............................................53 23 LIGHTING ANALYSIS.........................................................--.................................................54 24 LIGHTING PLANS...................................................................................................................55 25 LANDSCAPE ANALYSIS..........................................................—..........................................56 26 LANDSCAPE, PLANS —NIA....................................................................................................56 27 SURVEY....................................................................................................................................56 28 PI-IQTOGRAMMI TRY (NIA) ................................................. ,................................................ 61 Scope of Services Page A-2 Project Number: 60190 0 29 MAPPING — NIA.......................................................................................................................61 30 TERRESTRIAL MOBILE LiDAR — NIA................................................................................ 61 31 ARCHITECT DEVELOPMENT —NIA............................................................................61 32 HIGHWAY TRAFFIC NOISE STUDY AND NOISE BARRIER DESIGN .........................61 33 INTELLIGENT TRANSPORTATION SYSTEMS ANALYSIS.............................................64 34 INTELLIGENT TRANSPORTATION SYSTEMS PLANS....................................................66 35 GEOTECHNICAL................................. ................................................... ......... —..................... 68 36 3D MODFLING—NIA—...........................................................................................................74 37 PROJECT RFQUIREMENTS................ ....—............................................................................74 Scope of Services Page A-3 Project Number: 60190 Q SCOPE OF SERVICES FOR CONSULTING ENGINEERING SERVICES HIGHWAY AND 13RIDIGElSTRUC'1 ORAL DESIGN This Exhibit and the details of the supporting staff' hour spreadsheet form an integral part of the agreement between the Collier County Board of County Commissioners (hereinafter referred to as the COUNTY) and Kisinger Campo and Associates, Inc. thereinafter referred to as the CONSULTANT) mlative to the transportation facility described as follows: County Project N umber: 60190 Related FDOT FPID(s): 440441-1-34-01 Federal Aid Project No.: NIA Project Description: Airport Road Six -Larne Widen7ing ,rani Vanderbilt Beach Road to Immokalee Road, Collier Count), Bridge No(s).: N14 Railroad Crossing No.: NIA Context Classification: C4-Urban Gerneral Design Speed: 45 naph 1 PUR.POSE The purpose of this Exhibit 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 related to the r7modtfncalion of Airport Road from 4 lames to 6 lanesfrom Vanderbilt Beach Road to Immokalee Road. • Maior work groups include: o 3,1 - Minor Highway Design • Minor work groups include: o 4.1.1- Miscellaneous Struchires a 4.1.2 - Minor Bridge Design? o 6.1 - Traffic Engineering Studies o 6.3 - Intelligent Transportation Systems Analysis, Design, and Iml)lennentation o 7.I - Signing, Pavement Marking and Channelization o 7.2 µ Lighting o 7.3 - Signalization o 8.1 - Control Surveying o 8.2 - Design, Right of Way Construction Surveying o 8.4 - Right of Way A4appirng o 9.1 - Soil Exploration o 9.2 - Geotechnical Classification Lab Testing o 9.3 — Highulay .Materials Testing o 9.4 - Foundation Studies o 9.5 -- Geotechnical Specialty Lab Testing o 15.0 — Landscape Architect Shope of Services Page A-4 Project Nunnber: 60190 The general objective is for the CONSULTANT to prepare a set of contract documents including plans, specifications, 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 (CE1) representatives for inspection and final acceptance of the project. The CONSULTANT shall follow a system 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 Mur Design Manual (FDM), COUNTY Code and other pertinent manuals are specifically prescribed to accomplish the work included in this contract, and also indicate which items of work will he 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 request(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. CONSULTANT is expected to know the laws and rules governing their professions 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 or its representative 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 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 Airport Road from Vanderbilt Beach Road to Immokalee Road is currently a four -lane divided rural roadway with 12-foot-wide traffic lanes, approximate 40-foot-wide depressed median, asphalt sidewalk and Swale along the west side. The road drains into the C-31 canal that runs parallel to the road. Both road and canal right-of-way (R/W) are 100 feet each, owned by Collier County. The Scope of Services Page A-5 Project Number; 60190 co) northbound traffic lanes are located within the west half of the canal ROW. The C-31 canal is operated by the South Florida Water Management District (SFWMD) Big Cypress Basin (BC13). Airport Road from Vanderbilt Beach Road to Immokalee Road is being proposed as a six -lane divided roadway with 11-foot traffic lanes, raised median, sidewalk on both sides, a combination of open and closed channel stormwater system, and street lighting with traffic signal adjustments and access modifications. 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. If a Preliminary Engineering Report is available from a prior or current PD C study, the CONSULTANT shall use the approved concepts as a basis for the design unless otherwise directed by the COUNTY. 2.1 Project General and Roadway (Activities 3, 4, and S) Public Involvement: The CONSULTANT shall prepare for and attend ul) to IK,o (2) public meetings as directed by the COUNTY. Please see Section 3.1 for details. Other Agency Presentations/Meetings: The CONSULTANT shall prepare For and atiend agency meetings as directed by the COUNTY. Please see Section 3.1 for details. .Taint Project Agreements: The FDOT is providing funding; to this project in the fora of County Incentive Grant Program (CIGP) for design and construction. In order for the COUNTY to encumber these funds, the MOT and the COUNTY will enter into a Joint Participation Agreement (JPA). The CONSULTANT is expected to become familiar with this Agreement prior to the start of any design work. CONSULTANT shall ensure requirements of the JPA are incorporated into the bid documcnts, as applicable. Specification Package Preparation: Conventional Specification Package, please see Section 3.3 for details, Independent Peer Review: Independent Peer Review services may be conducted by the COUNTY through an independent consultant for this project. Risk Assessment Workshop: NIA Plan Type: Plan/Profile. The CONSULTANT shall provide all plans and details necessary for the construction of the project described herein. The CONSULTANT is expected to follow all design criteria and processes contained in the latest version of the FDOT Design. Manual (FDM) and/or Florida Greenbook (FGB). Deviations from the requirements and procedures provided in the FDM and/or FGB. must be approved by the COUNTY in writing. Typical Section: Five (5) • Air-porl Road (VBR to Curling) * Aiq)orl Road (Curling to Immokalee Road) Immokalee Road (West) + Immokalee Road (east) * Curling Avenue CONSULTANT shall develop a typical section package showing the required roadway configuration in accordance with the governing design manuals and Standards. The typical Scope of Services Page A-6 Project Number: 60190 Section Package must be approved by the County before incorporating these elements into the 30% design. pavement Designs: Five (5) • Airport Road Widening • Airport Road (Mill & Resurface) • Airport Road Shoulder • Irrtmokalee Road (Mill & ResErrface) • Shared Use Path Pavement Type Selection Report: N/A Cross -slope Correction: "fhe CONSULTANT' shall evaluate any necessary modifications to cross slopes of existing pavement to be retained as part of this project. Access Management Classification: The CONSULTANT shall determine the proper access classification and standard to be applied to the project and coordinate with the COUNTY's Project Manager for review and approval. Transit Route Features: An existing Collier Area Transit (CAT) route operates within the project limits. The CONSULTANT shall coordinate with Collier County Public Transit and Neighborhood Enhancements to determine appropriate revised transit stop locations and planned stop location characteristics. Major Intersections along Airport ]toad: • Vanderbilt Beach Road (CR 862) • Galleria Drive • Pelican Marsh Boidevard/Tiburon Boulevard E • Pelican Marsh Elementary School • Notiinghom DrivelCrescent Lake Drive • Hunlington Drive • Winding Oaks rya • CurlingAvenve • Naples Trace Circle • Sam 's Club Truck Entrance/Green Tree Center • Immokalee Road (CR 846) Additional Intersection: • In-tinokalce Road At Sam's Club Center Driveway Roadway Alternative Analysis: The CONSULTANT small evaluate the RFP concepts and make recommendations for any necessary modifications and/or improvements to the RFP concept prior to proceeding with 30% plans. Analysis will include an order of magnitude cost difference between alternatives summarized in memo format. Level of Temporary Traffic Control Plan ("ITCP): Please see 4.9 Temporary Lighting: Please see 4.9 Scope al'Services Page A-7 Project Number: 60190 Temporary Signals. Please see 4.9 'temporary Drainage: Please see 4.9 Design Variations/Cxceptions: The CONSULTANT is responsible for preparing and obtaining any Design Variations necessary for the project (when/if required). Only one (1) included in this scope Additional Design VariationVExceptions preparation ifrequired is included as optional service (to be negotiated). Back of Sidewalk Profiles: As needed for design analysis. Not required as part of Plan submittals. Selective Clearing and Grubbing: N/A 2.2 Drainage (Activities 6a and 6b) Drainage System Type: The stormwater System will be designed to meet the permitting requirements of.- the South Florida Water Management District and I DEP, as applicable. Storirtwatcr system design will consider best management practices. The design/coordination of all water quality and quantity treatment requirements is part of this Scope of Services. The improvements will require the existing storm drainage system to be reconfigured and reconstructed in the areas where the roadway geometry will be modified. The existing drainage basin capacities and patterns should remain. The additional impervious area will require additional waterquality treatment and attenuation. Stormwater system design will consider best management practices, open system, closed system, linear ditches, CDS structures etc., or a combination thereof, within the existing right-of-way. The drainage conveyance system will be Bush shoulder with roadside swales (open drainage) from VBR to Curling Avenue and curb and gutter (closed drainage) from Curling Avenue to Immokalee Road. The proposed methodology for water quality and attenuation is via the existing Airport Road canal and linear swales along the west side of Airport Road. The proposed improvements will not encroach into the FEMA f'loodplain and no floodplain compensation is proposed. The CONSULTANT will analyze the canal front slope stability and erosion within the project limits. If warranted, the CONSULTANT will present the COUNTY with options for consideration. The analysis does not include designing canal bank restoration or armoring or hardening or erosion mitigation. Additional analysis details are provided in Section 35.16. The proposed drainage design does not include design of Airport Canal culverts under side streets and driveways. The intent is to utilize as much of the existing culvert system as possible. This will require video inspection of the existing cross drains. CONSULTANT will coordinate with the COUNTY regarding the proposed drainage design and will obtain approval and support for the drainage concept prior to detailed design of the system. The design/coordination of any off -site ponds and/or shared -use ponds is not part of this Scope of Services. 2.3 Utilities Coordination (Activity 7) The CONSULTANT[' is responsible to certify that all necessary arrangements for utility work oil 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 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 Scope of Services Page A-8 Project Number: 60190 person shall be contractually referred to as the Utility Coordination Manager and shall be identified in the CONSULTANT proposal. The Util ity Coordination Managershall be required to satisfactorily demonstrate to the COUNTY's Project Manager that they have the knowledge, skills, and expertise needed to successfully provide the utility coordination activities required of the project, 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 COUNTY, FDOT, FHWA, and AASHTO standards, policies, procedures, and design criteria. • Assisting the engineer of record in identifying; all existing utilities and coordinatingany now installations. Assisting the Engineer of Record with resolving utility conflicts. • Scheduling and performing utility coordination mceting s, keeping and distribution of minutes/action items of all utility meetings, and enSLiring 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 agroomeritthat is required for reimbursement, or accommodation of the utility facilities associated with the project. • Review and cortify to the COUNTY's 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 the 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 • Cenlur y Link • Summit Broadband, Inc. • IloN; it a Communications • TECO Peoples Gas • Collier County PUED ■ Collier County IT • Collier County D. of e Operalions • Collier County Irrigation • Collier Count), Schools • Crown Castle 2.4 Environmental Permits and Environmental Clearances (Activity S) The CONSULTANT is responsible for identifying and applying for the permits listed below, for the project. The CONSULTANT is responsible for all permit coordination and revisions Scope of Services Page A-9 Project Number: 60190 c�� necessary to obtain the required permits, Responses to RAI's (maximum of two for each) and subsequent coordination will be the responsibility of the CONSULTANT. Expected Permits: + South Florida Water Management Dislrict (SFWMD) Environmental Resain-ees Permit. • SFIFMD Right -of -Way Occupancy Permit • Floc°ida DePar°lrrreivl ref Eni,ironi7renlal Prolection (FDEP) Section 404 Permil The COUNTY shall pay for all required permits and will direct the use of mitigation banks as required. 2.5 Structures (Activities 9 -18) Bridge: NIA Retaining Walls: The CONSULTANT shall provide all design services and deliver construction documents for a weir wall structure required -For the project. The CONSULTANT shall provide design services and deliver construction documents for any permanent and/or temporary walls beyond the scope of the aforementioned weir wall structure required for the project as an OPTIONAL SERVICE (To be negotiated). Miscellaneous Structures: The CONSULTANT shall provide all. design services and deliver construction documents for any mast arms and overhead/cantilever sign structures required for the project, The CONSULTANT shall provide design services and deliver construction documents for any concrete box culverts and/or concrete box culvert extensions required for the project as an OPTIONAL SERVICE (To be negotiated). Noise Barrier Walls- The CONSULTANT shall provide all design services and deliver construction documents for any Noise Barrier Walls required for the project as an OPTIONAL SERVICE (To be negotiated). 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, Design should reflect Collier County Traffic Operations latest 7R4FFIC TECHNICAL SPECIAL PROVISIONS AND SUPPLEMENTAL TERMSAND CONDIrI'IONS. 2.7 ,Signalization (Activities 21 & 22) The CONSULTANT shall provide all design services and deliver construction documents for all signalization required for the project. Design should reflect Collier County Traffic: Operations latest TRAFFIC TECHNICAL SPECIAL PROVISIONS AND SUPPLEMENTAL TERMS AND CONDITIONS. Existing Signalized Intersections: Vanderbilt Leach Road, Pelican Marsh Blvd/Tiburon Blvd E, Pelican Marsh Elementary School, and Immokalee, Road Existing span wire intersection at Pelican Marsh Elementary School will be hardened to mast arm. Traffic Studies; The CONSULTANT shall conduct corridor and intersection traffic capacity and level of service analyses. It is anticipated that Traffic Modeling and SYNCHRO Analysis will be required. Tasks shall be completed in accordance with all applicable manuals, guidelines, Scope of Services Page A-10 Project Number: 60190 >4� I standards, handbooks, procedures, and current design memorandums. Traffic Data Collection: 'rhe CONSULTANT shall coordinate with the COUNTY'S Transportation Planning and Traffic Operations sections to evaluate and review existing traffic data to determine what additional or updated data will be needed to carry out traffic analysis for the Project. It is anticipated the CONSULTANT will provide the following traffic data. a) Traffic Counts: ■ 72-11ollr traffic machine counts at the Following locations: o Airport Road (N of Vanderbilt Beach Road) o Airport Road (S of ln71nokalee Road) • Seven (7) day traffic machine counts for all approaches at the following locations; o Vanderbilt Beach Road (CR 862) a Galleria Drive o Pelican Marsh Roidevard/Tiburon Roulevard E o Pelican Harsh Elementary School o Nottingham DrivelCrescent Lake Drive o Huntingron Drive o Winding Oaks Way o Carling Avenue o Naples Trace Circle o Sam 's Chrh Truck EnlrancelGreen Tree Center o Immokalee Road (CR 846) • Four (4)-hour manual vehicle turning movement counts for peak hours at the following locations: o Vanderbilt Beach Road (CR 862) a Galleria Drive o Pelican Marsh BoulevardlTiburon Boulevard E a Pelican Marsh Elementary School a Nottingham Drive/Crescent Lake Drive o Huntinglon Drive o Winding Oaks Way o C urling Avenue o Naples Trace Circle o ,Sam's Chib Truck Enh•ancelGreen Tree Center a Immokalee Road (CR 846) o Uptown Plaza Entrance at Immokalee Road The CONSULTANT shall summarize, seasonally adjust and balance existing traffic count information and provide tabular and graphic representations of existing 2022 and design year 2045 am and pm peak hour iraffic volumes. AADT information shall be provided for all intersection approaches. Directional split (D value) and truck percentages (daily and peak) shall be calculated. b) Travel Demand Forecast: The COUNTY shall provide the recently adopted FDOT District I Regional. Planning Model (DIRPM). The CONSULTANT shall use the adopted D1RPM Model and provide Opening Year and Design Year projections for the same locations as Scope of Sery ices Page A-11 Project Number: 60190 �t identified for the existing conditions. The CONSULTANT shall review historical count information and any other data available. As necessary, the CONSULTANT shall provide recommendations for use of different forecasts or growth rates. The CONSULTANT shall perform a balance checking for roadway segments that cannot "lose" traffic and any major traffic volume breaks that cannot be validated based on roadway features (driveways). c) Future Year Traffic Volumes: Average Annual Daily Traffic: Using the recommended growth method the CONSULTANT shall develop Future year AADTs for Opening Year and Design Year. Future year AADTs shall be provided for all locations as identified for the existing conditions and where applicable additional locations as necessitated by different Alternatives. d) future Year Traffic Volumes: Design Hour Traffic: Design hour traffic volumes or Directional Design Flour Volumes (DDHVs) shall be developed by the CONSULTANT. AAD,r volumes will be converted to Design Hour Traffic or DDHVs for peals and reverse peak directions (i.e., am and pm). Design hour traffic volumes shall be developed using a standard K- and D-factors developed 'from the existing traffic count information. Truck percentages for the peak and daily conditions shall be reviewed based on historical traffic count information and data collected for the study. Other factors such as peak hour factors (PH1"), driver factors, etc. shall be developed From the traffic information collected for this pro l cct. e) Micro -Simulation: The CONSULTANT shall develop a Micro -Simulation model using Synchro software that details the development of the model to include network coding, assumptions used, data file input creation (including approximately one to two hours of volume data sets for a minimum. one -hour period at 15-minute intervals for each peals, period) and shall contain coding diagrams, tables and other related data to ensure the existing year model is accurate. f) Technical Memorandums. The Consultant shall summarize the information as described above in a Technical Traffic Memorandum. Count Stations: Count station will be installed as requested in section 33.1 2.8 Lighting (Activities 23 & 24) The CONSULTANT shall provide all design services and deliver construction documents for all roadway lighting required for the project. Existing lighting levels do not meet current standards, Design of full pedestrian lighting of the path and sidewalk is not included. Proposed lighting shall use Apollo Metro Solutions LED Luminaires either on both sides of Airport road or in the median where possible. Mounting height should be limited to 35 — 40 feet. The CONSULTANT wi11 analyze current locations and provide recommendation for alternative locations if necessary. It is expected that proposed light Foundations will require both spread footings and standard footings, Design should reflect Collier County Traffic Operations latest ROADWAY LIGHTING TECHIVICA1. SPECL4L PROVISIONS, 2.9 .Landscape (Activities 25 & 26) The CONSULTANTS Certified Arborist shall conduct a cursory site inspection to determine the likelihood of probable impacts to tree root systems and vegetation adjacent to and parallel with the public right of way. A typical roadway section and plan over an aerial shall be provided for use prior to the site inspection. A Memorandum of preliminary site observations along with ally recomm.onded actions to be performed by the Contractor during construction shall be provided to the engineer for incorporation into the construction documents. The Memorandum shall not Scope of Services Page A-12 Project Number: 60190 -icy be considered as a tree evaluation (it, assessment of potential tree risk. The limits of work for this task shall be between ten and fifteen feet outside of the Airport Road public right-of-way boundaries, adjacent to the Pelican Marsh and Stoncbridgc residential Co»lnlunities. It is assumed the limits of work shall be contained within the boundaries of the existing public right of way with no work expanding into the private properties. Architectural Pavers will be designed in medians where applicable. Details to be included in Roadway Plan. component. The CONSULTANT will not provide analysis and/or Landscaping Irrigation and Planting Plan component. Planting Plans: N/A Irrigation Plans: NIA Hardscape Plans: NIA Outdoor Advertising: NIA 2.110 Survey (Activity 27) Design Survey: The CONSULTANT shall prepare a 3D topographic/DTM survey throughout the Project limits, utilizing Terrestrial LiDAR and traditional topographic data collection. Additional survey efforts shall consist of drainage survey, provide gcotechnical support, provide jurisdictional wetland support, and determination of the existing corridor right of way. The 3D topographic/DTM survey limits shall be along Airport Pulling Road between Vanderbilt Beach Road and lmmokalee Road. The limits oftopography shall extend an additional 50 linear feet from beginning and ending intersections, and 50' beyond mainline corridor Right of Way at the following roadways: Galleria Drive, Pelican Marsh Boulevard, Tiburon Boulevard, Nottingham Drive, Crescent Lake Drive, Huntington Drive, Winding Oaks Way, Curling Avenue, Naples '[,race Circle, and the Sam's Club Truck Entrance, For the segment from Vanderbilt Beach Road to Naples Trace Circle, the lateral limits shall be from the westerly Bight of Way to 5' beyond the westerly toe of slope of the existing canal. For the segment from Naples Trace Circle to Immokalec Road, the lateral limits shall be from the westerly Bight of Way to 10' beyond the easterly Right of Way. Subsurface Utility Exploration (SUE): Utility designation (Level 13) will be provided along Airport Pulling Road, from the nortli edge of pavement of Vanderbilt Beach Rd to the south edge of pavement. of [mmokalee Road. CONSULTANT shall provide electronic depths with the designates. As an OPTIONAL SERVICE (To be negotiated), eight foot "X" shaped trenches at all locations that include new underground infrastructure or earthwork excavation (i.e., drilled shags, sheet piles, strain poles, mast arms, miscellaneous foundations, drainage structures, pipe culverts, new ditches, etc.) or in areas that work will be performed. Proposed SUE locations must be approved by the COUNTY prior to authorization of this task. Legal Descriptions and Sketch of Descriptions: The CONSULTANT is responsible for all Legal Descriptions and accompanying Sketch of Descriptions for easement acquisition necessary for the project. Scope includes up to 10 permanent easements. Obtaining any Title Searches that may be requires{ is the responsibility of the CONSULTANT. It is anticipated there will be one title search per easement, Right of Way Survey: NIA Vegetation Survey; NIA 2.11 Bhotograminetry (Activity 28)— NIA Scope of Services Page A-13 Project Number: 60190 4 �4 2.12 Mapping (Activity 29) — N/A Survey services to facilitate R/W acquisition, if any, will be determined at the completion of proposed design and final Bight of Way determination. The COUNTY acknowledges a Right of Way Control Survey nor Right of Way Map will be generated for this project. Maintenance Map: N/A Miscellaneous Items: NIA 2.13 Terrestrial Mobile LWAR -NIA 2.14 Architecture (Activity 31) -N/A 2.15 Noise Barriers (Activity 32) The CONSULTANT shall perform a noise analysis in accordance with the FDOT's Noise Policy (Part 2, Chapter 18 of the FOOT's PD&E Manual) and the FDOT's Traffic Noise Modeling and Analysis Guidelines. If the noise analysis determines that noise barriers are potentially feasible and reasonable, the CONSULTANT shall proceed with Noise Barrier Evaluation. If noise barriers prove to be feasible and reasonable, additional Public involvement, and potentially noise barrier design would be provided as OPTIONAL SERVICES (To be negotiated). 2.16 Intelligent "Transportation Systems (Activities 33 & 34) The CONSULTANT shall be responsible for all ITS design and engineering services relating to the Project. The CONSULTANT shall detail existing ITS equipment and report which devices will be removed, replaced, or impacted by project world The design of the new system shall integrate with the existing devices. The design shall include the necessary infrastructure and components to ensure proper connection of the new ITS components. This shall include but not be limited to all proposed ITS components of this project as well as existing sub -systems that remain or are re -deployed as part of the project. CONSULTANT shall include in the design any required upgrade to existing ITS equipment to meet the latest COUNTY standards, NEC requirements or as directed by the COUNTY project manager and to make the subsystems fully operations from the TMC facility. Coordination with Traffic Operations staff will be required. The ITS shall operate from the Collier County TMC located at 2885 South Horseshoe Drive, Naples, Florida. Traffic Operations will provide CONSULTANT information regarding existing system hardware and software. The CONSULTANT is responsible for ensuring project compliance with the Regional ITS Architecture and Rule 940 as applicable. This inolrides, but is not limited to, the development or update of a concept of operations, the development or update of a System Engineering Master Plan (SEMP), and Requirement Traceability Verification Matrix (RTVM) as well as coordination of document review. 2.17 Geotechnica4 (Activity 35) 'The CONSULTANT is responsible for all Pavement Coring and Geotechnical services associated with this project. Perform subsurface investigation, prepare geotechnical report for the proposed improvements, Soil borings are anticipated for roadway widening areas, Linear swnles, Scope of Services Page A-14 Project Number: 60190 CA cD mast arm signal poles, and canal stability evaluation. Geotechnical exploration; and evaluations for culvert modifications or retaining walls considered OPTIONAL SERVICES (To be negotiated). A subsoil investigation plan shall be submitted to COUNTY for approval before the 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. Where cap rock is expected to be encountered in the installation of stormwater pipe and other structures, the horizontal and vertical extents of the "Bock Trench Excavation" and "muck removal" shall be estimated. The Soils Report shall contain a signed statement by the gootechnical engineer that they have walked the project site and verified to the best of their ability that information provided i« the report is representative of what the surface conditions and vegetation suggest would exist below. The CONSULTANT shall perform specialized field-testing including but not limited to: • Roadway augur borings every 100 feet to a depth of five (5) feet • LBR sampling and testing at 3 per mile Pavemcnt core sampling and testing at 1 sample per 1000 feet along the limits of the project. • Corrosion series testing of at least one sample per stratum per 1,000 feet • For lighting and cross drain facilities, Split Spoon Test (SPT) borings to a depth of fifteen (15) feet every 500 feet • SPT borings for each new signal and/or mast arm to a depth of 25 feet (9 mast arms which includes the school zone signs) ■ One SPT borings to a depth of fifteen (15) feet at each linear Swale per 1000 feet of Swale location • One borehole permeability test per 1000 feet of each dry linear Swale « Piezometer installations at I per 1000 feet of linear swale to provide information for SHGWL determinations • Exfiltration test per 500 feet of linear dry detention/retention area • One SPT boring per culvert headwall modification — OPTIONAL SERVICE (To bo negotiated) • On.e SPT boring for each baffle box structure • One SPT baring to a depth of fifteen (15) feet per 1000 beet of canal to evaluatc stability of canal slope 2.18 3D Modeling (Activity 36) — NIA 2.19 Project Schedule The design anticipated schedule for the project is 720 calendar days from the date of Notice to Proceed (NTP). 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. For the purpose of scheduling, the CONSULTANT shall allow for a 28 calendar days review time for each phase submittal and any other submittals as appropriate. The schedule shall indicate, at a minimum, submission dates for 30% plans, 60% plans, 90% plans and 100% (Final) plan. Post Design services is included as part of this scope of services, and it is estimated to be 610 calendar days. A separate NTP will be authorized to initiate Post Design Services. Scope of Services Page A-1.5 Project Number. 60190 1` All fees and price proposals are to be based on a contract schedule of 1330 calendar days for final construction contract documents and post design services. In no event shall the contract deadline exceed 1330 calendar days froiln the slate of initial Notice to Proceed. Periodically, throughout the life of the contract, die 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 5ubrrn fitted with the monthly progress report and invoice. The CONSULTANT should also understand that the Airport Rd, Widening Project is a Florida Department of Transportation (FDOT) Grant Project, therefore, each submittal phase (30%, 601/6, 90% and 100% Plans) will also be provided to FDOT. The CONSULTANT shall upload submittals to MOT and provide responses to their comments in the MOT Electronic Review Comment (ERC) System. 2.20 Submittals The CONSULTANT shall furnish construction contract documents as required by the COUNTY to adequately control, coordinate, and approve the work concepts. To expedite: the design mviews, the COUNTY prefers to use the Bluebeam Revu software platform. The CONSULTANT shall set up studio project collaboration sessions in Bluebeam at each phase submittal if the CONSULTANT is accustomed to and uses this platform. The CONSULTANT shall manage the marked -up documents so that comments can be tracked and are easily organized for hard copy print outs. If the CONSULTANT does not have the use of Bluebeam, a File Transfer server should be used to submit deliverables in Adobe PDIi format, Documents that do not exceed 25 MOB can be transmitted via ernail. The CONSULTANT shall furnish one draft and one final copy of each report including cost estimates in size 8.5" x 11". The final reports shall be signed and sealed by the Engineer. of Record, a licensed Professional Engineer in the State of Florida. Each engineering plan sheet shall he size 1 1" x 17". In addition to the delivery of the files produced during project development, the COUNTY requires the inclusion of Engineering Data tiles (prepared by or for the CONSULTANT) For critical geometrics in the design, These can include the alignments, profiles, roadway templates, cross sections, terrain surfaces, etcetera necessary to create the plan sheets. 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 in MicroStation/Geopak software format, as appropriate. 2.21 Provisions for Work All work shall be prepared with English units in accordance with the latest editions asofthedateof design services advertisement for the project, of standards and requirements utilized by the COUNTY which include, but are not limited to, publications such as: General: • Title 29, Pahl 1910, Standard 1910.1001, Code of Federal Regulations (29 C.F.R. 1910.1001) • 29 C.F.R. 192G.1101 - Asbestos Standard for Construction, OSHA * 40 CY@ R. 61, Subpart M. -National Emission Standard for Hazardous Air Pollutants (NESHAP), Scope of Services Page A`16 Project Number: 60190 �_hci Environmental Protection Agency (EPA) • 40 C_F'.R. 763, Subpart E - Asbestos -Containing Materials in Schools, EPA • 40 C.F.R. 763, Subpart G - Asbestos Worker Protection, EPA Americans with Disabilities Act (ADA) Standards for Accessible Design + AASHTO - A Policy on Design Standards Interstate System * AASHTO - Roadside Design Guide * AASHTO - Roadway Lighting Design Guide + AASHTO - A Policy for Geometric, resign of Highways and Streets • AASHTO - Highway Safety Manual • Rule Chapter 51-17, lilarida Administrative Code ([,,A_C.) + Chapter 469, Florida Statutes (F.S.) - Asbestos Abatement • Rule Chapter 62-257, F.A.C., Asbestos Program * Rule Chapter 62-302, F.A.C., Surface Water Quality Standards • Code of Federal Regulations (C.F.R.) + Florida Administrative Codas (F.A.C) • Chapters 20, 120, 215, 455, Florida Statutes (F,S.) * Florida Department of Environmental Protection Rules * VDOT Basis of Estimates Manual • FOOT Computer Aided Design and Drafting (CADD) Manual * FOOT Standard Plans + FDOT Flexible Pavement Design Manual • FDOT - Florida Roundabout Guide • FDOT Handbook for Preparation of Specifications Package • FDOT Standard Plans Instructions • FOOT Manual of Uniform Minimum Standards for Design, Construction and Maintenance for Streets and Highways ("liloridaGreenbook") • FDOT Materials Manual • FOOT Pavement Type Selection Manual * FDOT Design Manual • FDDT Procedures and Policies * FDOT Procurement Procedure 001-375-030 + FOOT Project Development and Environment Manual * FDOT Project Traffic Forecasting I Iandbook * FDOT Public Involvement Handbook • FDOT Rigid Pavement Design Manual + FDOT Standard Specifications for Road and Bridge C:onslruction * FDOT Utility Accommodation Manual • Manual on Speed Zoning for Highways, Roads, and Streets in Florida • Federal Highway Administration (FWWA) - Manual on Uniform Traffic Control Devices (MUTCD) • FFFWA - NCHRP Deport 672, Roundabouts: An Informational Guide * FHWA Roadway Construction Noise Model (RCNM) and Guideline Handbook * Florida Fish and Wildlife Conservation Commission - Standard Manatee Construction Conditions * Florida Statutes (F,S.) * Florida's Level of Service Standards and Guidelines Manual for Planning + Asbestos Abatement and Managemertl in Buildings, National Institute for Building Sciences (NIBS) • Quality Assurance Guidelines * Safety Standards Scope of Services Page A-17 Project Number: 60190 - • Any special instructions fi-am the COUNTY Roadway: • FDOT - Florida Intersection Design Guide • FDOT - Project Traffic Forecasting Handbook + FDOT - Quality/Level of Service Handbook • Florida's Level of Service Standards and Highway Capacity Analysis for the SHS • 'Transportation Research Board (TR13) - Highway Capacity Manual Permits: • Chapter 373, F.S. - Water Resources • US Fish and Wildlife Service Endangered Species Programs • Florida Fish and Wildlife Conservation Commission Protected Wildlife Permits • Bridge Permit ApplicaOn Guide, C:OMDTPUB P16591.3C • Building Permit Drainage: • FDOT Drainage Design Guide • FDOT Drainage Manual • Florida Erosion and Sediment Control Manual + FDOT Drainage Connection Permit Handbook • FDOT Bridge Seoul- Mztnual Survey and Mapping: • All applicable Florida Statutes and Administrative Codes • Applicable Rules, Guidelines, and Codes of other Municipal, County, State and Federal Agencies. • FDOT Aerial Surveying Standards far Transportation Projects Topic 550-020-002 • FDOT Right of Way Mapping Handbook • FDOT Surveying Procedure Topic 550-030-101 • Florida Department of Transportation bight of Way procedures Manual Is Florida Department of Transportation Surveying Handbook • Right of Way Mapping Procedure 550-030-015 Traffic Engineering and Operations and ITS: • AASHTO - An Information Guide for Highway Lighting + AASHTO - Guide for Development of Bicycle Facilities • FHWA Standard Highway Signs Manual • FDOT Manual on Uniform Traffic Studies (MU TS) • FDOT Median Handbook * FD(TI"Traffic Engineering Manual • National Electric Safety Code • National Electrical Code Traffic Monitoring: • American Institute of Steel Construction (AISC) Manual of Steel Construction • American National Standards Institute (ANSI) RP-9-00 Recommended Practicefor Roadway Lighting • AASHTO AWS Dl.1/ANSI 51rLICtural Welding Code - Steel • AASHTO D1.5/AWS D1.5 Bridge Welding Code • F1IWA Traffic Detector Handbook Scope of Services Page A-18 Pruj Ci Number: 60190 00-0 * FDOT General Interest Roadway Data Procedure • FHWA Traffic Monitoring Guide • FDOTs 'I`raffiic/Polling Equipment Procedures Structures: • AASHTO Load and Resistance Factor Design (LRFD) Bridge Design Specifications and Interims • AASHTO LRFD Movable Highway Bridge Design Specifications and Interims • AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires and T'raffic Signals, and Interims • FDOT Modifications to LRFD Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals (LRFDI,TS-1) • AASHTO/-AWS-D1. SMCD1.5: An American National Standard Bridge Welding Code • AASHTO Guide Specifications for Structural Design of Sound Barriers • AASHTO Manual for Condition Evaluation and Load and Resistance Factor Rating (LRFR) of Highway Bridges • FDOT Bridge Load Rating Manual • FOOT Structures Manual • FDOT Structures Design Bulletins (available on V DOT Structures web site only) Geoteohnieal: • r•1-1WA Checklist and Guidelines for Review ofGeotechnical Reports and Preliminary Specifications * Manual of Morida Sampling and 1'esting Methods * Soils and Foundation Handbook Landscape Architecture; • Florida Department of Agriculture Grades and Standards lnr Nursery Plants 2.22 Services to he Performed by the COUNTY When appropriate or available, the COUNTY will provide project data including: • Preliminary Horizontal Network Control • All COUNTY agreements with Utility Agency Owner (U.AO) • All information that may come to the COUNTY pertaining to future improvements • Available traffic and planning data • All approved utility relocations * 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 • Existing right of way maps • Design Deports • Letters of authorization designating the CONSULTANT as an agent of the COUNTY • Phase reviews of plans and engineering documents • [regarding Environmental Permitting Services: a Approved Permit Document when available o Appropriate signatures on application forms o Fees associated with permit submittals, o bees associated with Mitigation Scope of Services Page A-19 Project Number: 60190 �� 3 PROJECT COMMON AND PROJECT GENERAL TASKS Project Common Tasks Project Cominon 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 is to be performed by the CONSULTANT. Project Research: The CONSULTANT shall perform research of existing Developer Contribution Agreement (DCA), Planned Unit Development (PUD) and Development of Regional Impact (DRI) documents for developments adjacent to the project for commitments regarding Right-of-way, Storrowater 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 construction cost estimate and reviewing and updating the cost estimate at project milestones — I1 (60%), III (90°fo), and IV (100% or final) including the bid schedule. Technical Special Provisions: The CONSULTANT shall provide `technical Special Provisions for all items of work not covered by the current edition of the FDOT Standard Specifications for Road and Bridge Construction. A Technical Special Provision shall not modify the Standard Specifications in any way. The Technical Special Provisions shall provide a description of work, materials, equipment and specific requirements, method of measurement and basis of payment. Proposed Technical Special Provisions will be submitted to the COUNTY's Project Manager for review and approval before incorporating into the contract documents, The COUNTY's Project Manager will provide the Technical Special Provisions to the County Attorney's Office for their review and comment. All comments will be returned to the CONSULTANT for correction and resolution. Final Technical Special Provisions shall be digitally signed and sealed in accordance with applicable Florida Statutes Supplemental Terms and Conditions (Exhibit I): The CONSULTANT shall provide Supplemental Terms and Conditions (STC) as required by the project. Supplemental Terms and Conditions are defined as follows: A Supplemental Term and Condition shall not modify the FDOT Standard Specifications for Road and Bridge Construction in any way but shall provide instructions to the Contractor regarding the contract documents that are not covered by the FDOT's Standard Specification and are not classified as a Technical Special Provision. STCs are project specific and related to the COUNTY's general procedures and practices and take precedence ever any conflicting terms in the order of contract documents. Field Reviews: The CONSULTANT shall make as many trips to the project site as required to obtain necessary data for all elements of the project. Technical Meetings: The CONSULTANT shall attend all technical meetings necessary to execute the Scope of Services Of this contract. This includes meetings with COUNTY and/or Agency staff, between disciplines and gpbconsultants, such as access management meetings, pavement design meetings, local governments, progress review meetings (phase review), Scope of Services Page A-20 Project Number: 60190 ` (L_nt;, and miscellaneous meetings. The CONSULTANT shall prepare, and submit to the COUNTY's Project Manager for review, the meeting; minutes for all meetings attended by them. The meeting minutes are due within five (5) working days of attending the rriceting. Quality Assurance/Duality Control. It is the intention of the COUNTY that design CONSULTANTS, including their subconsultant(s), are held responsible for their work, including plans review. The purpose of CONSULTANT plan reviews is to ensure that CONSULTANT plans follow the plan preparation procedures outlined in the FDO'I' Design Manual, that state and federal design criteria are followed, and that the CONSULTANT submittals are complete. All subconsultant document submittals shall be submitted by the subconsultant directly to the CONSULTANT for their independent Quality Assurance/Quality Control review and subsequent submittal to the COUNTY. It is the CONSULTANT'S responsibility to independently and continually QC their plans and other deliverables. The CONSULTANT should regularly communicate with the COUNTY's Design Project Manager to discuss and resolve issues or solicit Opinion$ from those within designated areas of expertise. 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 and their subconsultant(s) under this contract. The CONSULTANT shall provide a Quality Control Plan that describes the proceduresto be utilized to verify, independently check, and review all maps, design drawings, specifications, and other documentation 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 shall be one specifically designed for this project. The CONSULTANT shall submit a Quality Control Plan for approval within twenty (20) business days of the written Notice to Proceed and it shall be signed by the CONSULTANT's Project Manager and the CONSULTANT QC Manager. The Quality Control Plan shall include the names 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, landscape, 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 will sign a statement certifying that the review was conducted and found to meet required specifications. The CONSULTANT shall, without additional compensation, correct all errors or deficiencies in the designs, maps, drawings, specifications and/or other products and services. Independent Peer Review: Independent Peer Review services may be conducted by the COUNTY through an independent consultant for this project. Supervision; The CONSULTANT shall sLipurvise all technical design activities. Scope of Services Page A-21 Project Number. 60190 CAc> Coordination; The CONSULTANT shall coordinate with all disciplines of the project to produce a final set of deliverables. The CONSULTANT shall coordinate design activities with other infrastructure projects that are impacted by or impact this project. This includes projects under the jurisdiction of local government or other regional and state agencies. 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 up to two (2) public meetings, one after the 30% Phase and one after the 60% Phase as directed by the COUNTY. Public involvement includes communicating to all interested persons, groups, and government organizations information regarding the development of the project. The CONSULTANT shall provide to the COUNTY drafts of all Public Involvement documents (e,g., newsletters, property owner letters, advertisements, etc.) associated with the following tasks for review and approval at least five (5) business days prior to printing and / or distribution. Public need 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 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 ofoconomic feasibility and the needs of the project defined herein. The CONSULTANT will be expected to develop and provide all necessary exhibits for the public meetings. 3,Ll Public Involvement Plan Prepare a Public Involvement Plan (PIP) for review and approval by the COUNTY within 30 calendar days after receiving Notice to Proceed. The objective of the plan is to outline each element of the public involvement approach/process. The plan shall be updated and amended through the contract and indicate the basic public involvement approach to be taken with the project. It will list the contact persons, media officials, and Agencies as well as the means that will be used to involve them in the process. The Public Involvement Plan will be submitted to the COUNTY for approval. This task includes the collection of public input throughout the design of the project, requiring the CONSULTANT to maintain files, newspaper clippings, letters, emails, and in particular, any record of direct contact with the public and/or stakeholders. A comments and coordination report shall be prepared, containing documentation of the public participation Scope of services Page A-22 Project Number: 60190 G9 accomplished throughout the project. This report should summarize and respond to the comments received from the public involvement workshops, agency coordination, etc. 3.1.2 Notifications Upon receipt of the COuN'rrs written approval of the Public Involvement Plan, the CONSULTANT shall prepare notifications, flyers, and/or letters to elected officials and other public officials, private property owners, and tenants. The COUNTY shall approve the list of stakeholders identifiedlprepaa•ed by the CONS LJLTANT prior to distribution of materials, All letters and notices shall be reviewed by the CONSULTANT to ensure that they are addressed to the correct and current public officials. 3.1.3 Preparing Mailing Lists At the beginning of the project, The CONSULTANT shall identify all imparted property owners and tenants (within a minimurn of 300 feet of the project corridor) The CONSULTANT shall prepare a mailing list of all such entities and shall update the mailing list as needed during the life of the proiect. 3.1.4 Median Modification letters -N/A 3.1.5 Driveway Modification Letters —1V/A 3.1.6 Newsletters If requested by the COUNTY, the CONSULTANT shall prepare one newsletter for distribution to elected officials, public officials, property owners along the corridor and other interested parties. Tile letters will be sent by the CONSULTANT. 3.1.7 Project Renderings The C:ONSULTAN`1' shall prepare renderings for use in two (2) public meetings. 3.1.8 PowerPoint Presentations —N/A 3.1.9 Public Meeting Preparations The CONSULTANT shall prepare the necessary materials far use in two (2) public meetings. One meeting will be scheduled at the 30% design completion and the second will be scheduled after the 60% plan submittal. The CONSULTANT will investigate potential meeting sites to advise the COUNTY on their suitability. The COUNTY will pay all costs for meeting site rents and insurance. No COUNTY meetings will be held on public school system properties. The COUNTY shall bo responsible for all news/press releases. 3.1.10 Public Meeting Attendance and follow-up The CONSULTANT shall attend two (2) public meetings, assist with meeting setup and take dawn. The CONSULTANT shall also prepare a summary of the public meetingthat includes all copies of all materials shown or provided at the public meeting. Thesummary shall also include a listing of all written comments made during or after the meeting and responses to those written comments. The CONSULTANT will attend the meetings with an appropriate number of personnel to assist the COUNTY'S Project Manager. It is estimated for this project there will be two (2) public meetings during the design. The first public meeting will be scheduled early in the design process, at the 30% design Scope of Services Page A-23 Project Number. 60190 A � r� completion. The goal of the first public meeting will be to introduce the project to the public and stakeholders and to receive feedback. The second public meeting will be scheduled after completion of the 60% design phase. 3.1.111 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 (MP% 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 tile. It is estimated for this project there will be two (2) rriwings with local governing authorities and/or MPOs during the design. During coordination with local HOA's, it may become necessary to conduct a public meeting to address specific project impacts to their specific community. 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. Any HOA specific public meeting would be an Optional Service (to be negotiated). 3.1.12 Web Site The CONSULTANT will provide Public Involvement graphics to COUNTY for the COUNTY Website. 3.2 Joint Project Agreements — The FDOT is providing funding, to this project in the form of a County Incentive Grant Program (CIGP) for design and construction. In order for the COUNTY to encumber these funds, the FDOT and the. COUNTY will enter into a Joint Participation Agreement (JPA). The CONSULTANT is expected to become familiar with this Agreement prior to the start of any design work. CONSULTANT shall ensure requirements of the 1PA are incorporated into the bid documents, as applicable. 3.3 Specifications & Estimates 3.3.11 Specifications Package Preparation The CONSULTANT shall prepare and provide a specifications package for those specifications NOT considered FDOT Standard Specifications (ex. Lighting, Traffic Signals, etc,). The specifications package shall address all items and areas of work and include any Mandatory Specifications, Supplemental Terms and Conditions, and Technical Special Provisions. The specifications package must be submitted for review to the COUNTY's Project Manager at least 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 COLINTY on the submittal requirements, but at a miniirrum shall consist of the Complete specifications package, and a copy of the latest project plans. Final submittal of the specifications package must occur at least 10 working days prior to the Final/1.00% plan submittal. This submittal shall be signed, dated, and sealed in accordance with applicable Florida Statutes. 3.3.2 Estimated Quantities Report Preparation —NIA Scope of Services Page A-24 Project Number: 60190 C-A 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 deliverables, 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 —NIA 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 ol'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 —N/A 3.8 Post Design Services Post Design Services may include, but not be limited to, meetings, construction assistance, plans revisions, shop drawing review, survey services, as -built drawings, and load ratings. The CONSULTANT will provide the COUNTY the following limited services during the bid phase and construction phase: • The CONSULTANT skull assist the COUNTY during the bidding phase of the project including, but not limited to: o Attending the pre -bid meeting o Addressing addendum o Responding to requests for information (RFIs) during bid phase o Evaluating bids and bidders o Providing written letters of recommendation. • Attending the pre -construction tneeting + Provide contract document interpretation and assistance in addressing requests in addressing requests for information (RFI) and unforeseen conditions when requested by the COUNTY. * Periodic meeting attendance (assumes one (1) meeting per month during construction.) * Assist COUNTY with shop drawing review(s). • Review and assist in field changes which include minor redesign, as requested by the COUNTY. • Attend one (1) substantial & final completion walk through meeting in the field. • WMD certification Scope of Services Page A-25 Project Number: 60190 • Record Drawing review 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 C:OUNTY's Construction Project Manager. The CONSULTANT shall nol 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's CEI is responsible for confirming that all duality 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 Scaled 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 Sigrwd and Sealed As -built Signature Sheet(s). CONSULTANT" will provide PDFs of Plans to the Contractor for preparation of As -Built Drawings by the Contractor. Any changes proposed by the Contractor must be signed and sealed by the Contractor's FOR and approved by the Engineer. 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 CONSULTANTwill be turned over to the COUNTY at the end of the project 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 CCI Consultant. Quality assurance material testing will be the responsibility of the Contractor. 3.9 Digital Delivery The CONSULTANT shall deliver final deliverables digital format (PDF and CAD). The final deliverables shall be digitally signed, and sealed files delivered to the COUNTY on acceptable electronic media, as determined by the COUNTY, Delivcrables shall be provided in bode pdf and CARD formats. 3.10 Risk Management — NIA 3.11 Railroad, Transit andlor Airport Coordination Transit Scope of Services Page A-26 Project Number: 60190 91(I Collier Area Transit --'The CONSULTANT shall coordinate with Collier County Public Transit and Neighborhood Enhancements to include bus stop relocations and design criteria and documentation and mitigation of MOT impacts to the current transit stops through coordination meetings, 3.11,1 Aeronautical Evaluation — NIA 3.12 Landscape and Existing Vegetation Coordination Coordinate with the CfOUNTY's Project Manager to ensure preservation and protection of existing vegetation, Relocation of existing vegetation may be necessary in some cases. Space for proposed landscape should be preserved and conflicts with drainage, utilities, ITS, and signage should be minimized. Coordination with the COUNTY's Landscape Architect (Pamela,Lulich r collicr•countyfl,gOV). 3.13 Other Project General Tasks — OPTIONAL SERVICE (To be negotiated) It is anticipated that other public meetings related to noise barriers and landscaping will be needed with. adjacent property owners. The CONSULTANT shall attend these meetings, as determined by the COUNTY. Each meeting will be considered as an OPTIONAL SERVICE E. 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 an approved Typical Section Package prior to tits: 30% plans submittal. 4.2 Pavement Type Selection Report — NIA 4.3 Pavement Design Package The CONSULTANTr shall provide an approved Pavement Design Package prior to the 60% plans submittal date. 4.4 Cross -Slope Correction The C:ONSULTAN'r shall investigate any existing pavement to be retained as part of the new roadway and include in the design any required correction of existing cross -slopes. Gross slope information will be collected at 100' intervals. After the analysis of the cross slopes a recommendation will be provided, The CONSULTANT will coordinate with Collier County Road Maintenance to help identify any known locations which may be deficient. 4.5 Horizon talNerticall Master Design Files The CONSULTANT shall design the geometries using the design standards and criteria 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 vegctatiori to lie preserved, pedestrian and bicycle concerns, ADA requirements, SaFe Mobility For Life Program, access management, Corridor Study documents and scope of work. The CONSULTANT shall also develop utility conflict Scope of Services Page A-27 Project Number: 60190 — _ information to be provided to project Utility Coordinator in the format requested by the COUNTY. Analysis will include: * Evaluate median widening options along Airport Road * Fvaluate hardening the signal at Pelican Marsh Elementary School * Evaluate lighting needs throughout the corridorlproject limits * Evaluate the need for additional right-of-way to the west * Safety and ADA UpgradesfImprovements from Tiburon Boulevard to Immokalee Road * Access Management Evaluation: Includes but not limited to the following locations: o Fontana Del Sal Way o Galleria Drive o Crescent Lake Drive/Nottingham Drive o Huntington Drive o Winding Oaks Way o Curling Avenue o Naples Trace Circle * Cross Slope Evaluation * Existing Pavement Evaluation * Evaluate and incorporate the need for northbound dual legs and dual rights from Airport Road to Immokalee Road 4,6 Access Management The CONSULTANT shall incorporate access management standards in coordination with COUNTY staff. The CONSULTANT shall review adopted access management standards and the existing access conditions (signalized intersection spacing, median opening spacing, and connection spacing). Mcdian openings that will be closed, relocated, or substantially altered shall be shown on plan sheets and submitted with supporting documentation for review with the first plans submittal. The COLTNTY shall provide access management classification information. 4.7 Roundabout Final Design Analysis , NIA 4.8 Cross Section Design Files The CONSULTANT shall establish and develop cross section design files in accordance with the FDOT CADD Manual. The CONSULTANTshall coordinate with all utility agency owners to obtain the location of subsurface facilities. Both existing locations and proposed relocations of all utilities shall be shown on the cross sections. Scope or Services Page A-28 Pro oct Number: 60190 4.9 Temporary Traffic Control Plan (TTCP) Analysis The CONSULTANT shall develop Traffic Control Guidelines to be included in the construction flans to convey to the contractor the anticipated construction sequencing. The intent is not to dictate the contractor's means and methods but to convey the general intent of the construction and to ensure the road can be built in a logical and sequential fashion. Also included are general notes, typical sections of the main general phases, advanced warning sign layouts, details for the phase transitions between Phase 1 and Phase 2 and at the terminals ends of the project at Immokalee Road intersection and the Vanderbilt Beach Road intersection. General overall phasing and detailed plans are not being supplied by the CONSULT ANT. The contractor shall provide detailed traffic control plans (TCP), based generally off these guidelines. The contractor's TCP shall provide specific detail on the actual traffic control plan to be implemented during construction and shall be signed and sealed by a Professional Engineer licensed in the State of Florida and cea-ified in Advanced Maintenance of Traffic. The contractor shall prepare full Traffic Control Plans in accordance with the FDOT Design Manual (FDM) as necessary for permitting of any improvements within the COUNTY right-of-way. 4.10 Master TTCP Design Files The CONSULTANT shall develop master Traffic Control files as needed to develop the Traffic Control Guidelines and Traffic Control Plans noted above to be supplied by the CONSULTANT. 4.11 Selective Clearing and Grubbing -N/A 4.12 Tree Disposition Plans — NIA 4.13 Design 'Variations and Exceptions The CONSULTANT is responsible for preparing and obtaining any Design Variations necessary for the project (when/if required). Only one (1) included in this scope Additional Design VariationsfExceptions preparation if required is included as optional service (to be negotiated). 4.14 Design Report 'rhe 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 ofthe contract plans, Final reports are to be delivered as a signed and sealed pdf file. 4.15 Quantities The CONSULTANT shall determine pay items and quantities and the supporting documentation, including construction days when required. 4.16 Cost Estimate The CONSULTANT shall provide the Engineer's Estimate of Probable Cost beginning at the 60% submittal and at each subsequent submittal phase. The Engineer's Estimate of Probable Cost shall be updated and adjusted at each submittal to be maintained up to and including finial bid documents submittal. 4.17 Technical Special Provisions and Supplemental Terms and Conditions 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 Scope of Services Page A-29 Project Number: 60190 CPI(,) provisions. Standard Specifications, recurring special provisions and supplemental specifications should not be modified unless absolutely 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 and specific requirements, method of measurement and basis of payment. These provisions shall be submitted electronically (PDF's). 4.18 Other Roadway Analyses The CONSULTANT shall evaluate the RCP concepts and make recommendations for any necessary modifications and/or irnprovements to the RFP concept prior to proceeding with 30% plans. Analysis will include an order of magnitude cost difference between alternatives summarized in memo format. 4.19 Field Reviews The CONSULTANT shall include and be available to attend a plans -in -hand field review with the COUNTY at the 60% submittal. Field review will be conducted upon completion of COUNTY reviews of plans submitted by the CONSULTANT. The anticipated format for these meetings will be an iii-office review of COUNTY comments in the morning followed by an afternoon field visit to 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. 4.20 Monitor Existing Structor•es —NIA 4.21 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. 4.22 Quality Assurance/Quality Control The CONSULTANT shall be responsible for the professional duality, technical accuracy, and coordination ofall surveys, designs, drawings, specifications, and other services furnished by the CONSULTANT under this contract. 4.23 independent Peer Review -N/A 4.24 Supervision Includes all efforts required to supervise all technical design activities. 4.25 Coordination Includes all efforts to coordinate all elements of the roadway analysis to produce contract deliverables. 5 ROADWAY PLANS The CONSULTANT shrill prepare Roadway, TTCP, Utility Adjustment Shoots, 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. Scope of Services Page A-30 Project Number: 60190 5.1 Key Sheet 5.2 Summary of Pay Items Sheets 5.3 Typical Section Sheets 5.3.1 Typical Sections 5.3.2 Typical Section Details 5.4 General NotesfPay Item Notes 5.5 Summary of Quantities Sheets 5.6 Project Layout 5.7 PlanfProfile Sheet 5.8 Profile Sheet -NIA 5.9 flan Sheet -N/A 5.10 Special Profile 5.11 Back of Sidewalk Profile Sheet — NIA 5.12 Interchange Layout Sheet — N/A 5,13 Ramp Terminal Details (Plan View) —N/A 5..14 Intersection Layout Details 5.15 Special Details 5.16 Cross -Section Pattern Sheets — NIA 5.17 Roadway Soil Survey Sheets 5.18 Cross Sections 5.19 Temporary Traffic Control Plan Sheets 5.20 Temporary Traffic Control Cross Section Sheets — NIA 5.21 Temporary Traffic Control Detail Sheets 5.22 Utility Adjustment Sheets 5,23 Selective Clearing and Grubbing Sheets —N/A 5.23.1 Selective Clearing and Grubbing — N/A 5.23.2 Selective Clearing and Grubbing Details — NIA 5.24 Tree Disposition Plan Sheets — NIA 5.24.1 Tree Disposition Plan Sheets — NIA 5.24.2Tree Disposition Plan Tables and Schedules — NIA 5.25 Project Control Sheets Scope of Services Page A-31 Project Number: 60190 � 4 5.26 Environmental Detail Sheets (Wetland Sketches for pernritIiilg only) 5.27 Utility Verification Sheets (SUE ]Data) 5.28 Quality Assurance/Quality Control 5.29 Supervision 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 make drainage design recommendations to the COUNTY for the type of drainage system that should be used for the project, i.e., closed -drainage system and/or open roadside ditches. Once the drainage system is accepted, approved,'and permitted by the SFWMD, any changes to the drainage system, requested by the COLNTY, shall be considered as Additional Services. The CONSULTANT is responsible for designing a drainage and stormwater management system that complies with the requirements of the appropriate regulatory agencies (SFWMD) and the FDOT's Drainage Manual. 'fhe 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. Examine all adjacent property outfail points to determine whether accommodations for offsite drainage must be incorporated into the project drai.nagc. system. 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. Detenrine surface water elevations at cross drains, floodplains, autfalls and adjacent stormwater ponds. Determine groundwater elevations at intervals between the above -mentioned surface waters. Document findings in the Drainage Documentation 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 for existing and proposed drainage conveyance capacity. Document the design as required. Determine and provide flood data as required. 6a.4a Inspection of Cross Drains Check existing cross drains to determine if they are structurally sound and can be extended or Scope of Services Page A-32 Project Number: 60190� utilized for conveyance. Video inspection and documentation of existing culverts will be performed (see Section 27.30). 6a.5 Design of Ditches Design roadway conveyance and outfall ditches. This task includes capacity calculations, longitudinal grade adjustments, now 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 Design stormwater management facilities within the Airport Road Canal to meet requirements for stormwater quality treatment, attenuation. Develop proposed canal layout (drainage basin, shape, contours, slopes, volumes, tic -ins, etc.), perform routing, pollutant/nutrient loading calculations, and design the outlet control structure as needed. 6a.7 Design of Stormwater Management Facility (Treatment Swales and Linear Ponds) Design stormwater management facilities to meet requirements for stormwater quality treatment, attenuation and aesthetics. Develop proposed pond layout (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 fallowing 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). Deten-nine design tailwater and, if necessary, outlet scour protection. 6a.10 Optional Culvert Material Determine acceptable options for pipe materials using the FDOT Culvert Service Life Estimator. 6a.11 French Derain Systems — NIA 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. 6a.14 Bridge Hydraulic Report— OPTIONAL SERVICE (To be negotiated) Needed for box culveri extensions crossing Corral at turnows and crossing of 'Immokalee Road. 1%our• locations. Curling Avenue, Iwo Sarrr',s Club entrances and Immokalee Road 6a.15 Temporary Drainage Analysis Scope of Services Page A-33 Project Number: 60190 DO: Evaluate and address drainage to adequately drain the road and maintain existing offsike drainage during all construction phases. Provide documentation. 6a.16 Quantities The CONSULTANT shall determine pay items and quantities and the supporting documentation. 6a.1.7 Cost Estimate Prepare cost estimates for the drainage components, except bridges and earthwork for stormwater management. 6a.18 Technical Special Provisions I Supplemental Terins and Conditions Prepare technical special provision for alternative water quality treatment system. 6a.19 Hydroplaning Analysis Perform a hydroplaning analysis to assist in the determination of the appropriate roadway geometry for all necessary locations (both typical sections and critical cross sections). See the FDOT Hydroplaning Guidance and FDOT Design Manual (FDM) Chapters 210 and 211 for more information. Analysis includes up to ten 10 locations. 6a.20 Existing Permit Analysis Data gathering including desktop analysis of local, state and federal Drainage permits. 6a.21 Other Drainage Analysis ,- NIA 6a.22 Noise Barrier Evaluation -- NIA 6a.23 Erosion Control Plan Includes analysis and design of the Erosion Control Plan. Includes creating the design file. 6a.24 Field Reviews 6a.25 Technical Meetings Meetings with COUNTY start, regulatory agencies, local governments such as meetings with FDOT District Drainage, the Water Management District, FDEP, etc. 6a.26 Environmental Look -Around Meetings -NIA 6a.27 Quality Assurance/Quality Control 6a.28 Independent Peer Review - NIA 6a.29 Supervision 6a.30 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 Scope of Services Page A-34 Project Number. 60190 �c} construction. 6b.1 Drainage Map 6b.2 Bridge Hydraulics Recommendation Sleets —OPTIONAL SERVICE (To be negotiated) Four locations: Curling Avenue, two Sam's Club entrances and Immmokalee Goad. 6b.3 Drainage Structures Plan/Profile & Cross Sections 6b.4 Lateral Ditches (,Linear Ditches) WS RetentionlDetention Ponds 6b.6 Erosion Control Plan Sheets 6b.7 SW1PPP Sheets 6b.8 Quality Assurance/Quality Control 6b.9 Supervision 7 UTILITIES The CONSULTANT shall identify utility facilities and plans from the Utility Agency Owners (UAO) ensuring all conflicts that exist between utility facilities and the COUNTY's proposed construction project are idonti fled. The CONSULTANT shall follow FDOT and COUNTY standards, policies, procedures and design criteria. COUNTY standards are located at: hit :/Iwww.collier ov.net/ our- overnment/divisions-s- 'rhvater/uti I l ties -standards -manual 7.1 Utility Kickoff Meeting Before any contact with the UAO(s), the CONSULTANT shall meet with the COUNTY Project Manager to receive guidance, as may be required, to assure that all necessary coordination will be accomplished in accordance with COUNTY procedures. CONSULTANT shall brim; a copy of the design project 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 return receipt email and pdf set of plans to each utility. 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 IJAO requests for reimbursement to COUNTY for a legal opinion. Include the meeting schedule (if applicable) and the design schedule. Include typical meeting agenda. If scheduling a meeting, give a 3-week advance notice. Second Contact: The CONSULTANT shall transmit a second return receipt email with the necessary documents to each utility company/agency as required. Complete sets of plans (pdf electronic files) and the utility conflict information (if necessary) small be furnished to each Scope of Services Page A-35 Project Number, 60190 (9C involved utility company/agency. One plan set will be color coded by the utility company showing proposed relocation and returned to the CONSULTANT. 7.4 Exception Processing — NIA 7.5 Preliminary Utility Meeting The CONSUUI'AN'i' shall schedule (time and place), notify participants, and conduct a preliminary utility greeting 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, 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 C013NTY. 7.8 Subordination of Easements Coordination -NIA 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, 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 cornplction of the plans, mOuding 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 3 days. See Task 4.5 (HorizontalNertical Master Design File) and Task 4.9 (Cross Section Design Files) for utility conflict location identification and adjustments. Scopo of Services Page A-36 Project Number: 60190 CIX j 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 Traffic Operations For review and comment if required. 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 — NIA 7.13 .Additional Utility Services — NIA 7.14 Processing Utility Work by Highway Contractor (UWHC) — NIA 7.15 Contract Plans to UAO(s) — NIA 7.16 Certification/Close-Out This includes hours for transmitting utility tales to the COUNTY and preparation of the Utility Certification Letter. The CONSULTANT shall certify to the appt'apriate COUNTY's Project Manager one of the following; *All utility negotiations (Full execution of each agreement, approved Utility Work Schedules, technical special provisions written, etc.) have been completed with arrangements made for utility work to be undertaken and completed as required for propel' coordination with the physical construction schedule. eAn on -site inspection was made, and no utility work will he involved. *Plans were sent to the Utility Companies/Agencies and no utility work is required. *No Response letter on COUNTY letterhead, delivered to the UAO via certified mail, return receipt requested, documenting all failed attempts to obtain RGBs, UWS or No Colaflict letter from any non -responsive UAO. 7.17 Other Utilities — NIA 8 ENVIRONMENTAL PERMITS and ENVIRONMENTAL CLEARANCES The CONSULTANT is responsible ror obtaining all. permits, compliances, and clearances required for the construction of this project, This includes the acquisition of all applicable stormwater and environmental permits in accordance with Chapter 62-25, Regulation of Storm water Discharge, Florida Administrative Code; Chapter 373 and 403, Florida Statutes; Chapters 40 and 62, Florida Scope of Services Page A-37 Project Number: 60190 Administrative Code; Rivers and Harbors Act of 1899; Section 404 of the Clean Water Act; and parts 114 and 115, Title 33, Code of Federal Regulations. In addition, permitting required by local agencies shall be prepared in accordance with their specific regulations, Permit fees will be the responsibility of the COUNTY. The CONSULTANT shall notify the COUNTY Project ,Manager 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 COUNTY Project Manager 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 CONSULTANT shall research any existing oascinents or other restrictions that may exist both within or 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 — NIA 8.2.2 Establish Wetland Jurisdictional Lines and Assessments: The CONSULTANT shall collect all data and information necessary to determine the boundaries of wetlands and other surface waters defined by the rules or regulations of each agency processing or reviewing a permit application necessary to construct the COUNTY project. The CONSULTANT shall be responsible for, but not limited to, the following activities: • 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 Array Corps of Engineers (USAGE) Wetland Delineation Manual (Technical Report Y-87- 1); Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Atlantic and Gulf Coastal. Plain Region (ERDIEL TR-14-20). • 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. • Set seasonal high-water levels in adjacent wetlands with biological indicators • 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. Scope of Services Page A-38 Project Number: 40190 Liu + 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, m • Prepare appropriate agency fors 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 general wildlife surveys as defined by rules or regulations of any permitting agency or cornmenting agency that is processing a COUNTY permit. A species -specific survey for the Florida bonneted hat (FBB), a federally listed species, is anticipated to be required and the results provided as part of the permit application. Since the project is a linear project greater than 5 acres and located within the USFWS Consultation Area for the FBB an acoustic survey will be required per Consultation Key For the Florida bonneted bat (USFWS 2019). A 15% l^ WC gopher tortoise: survey per f1WC gopher- tortoise permitting guidelines, will be conducted within the project limits. No other species -specific surveys are included as part of this scope, 8.3 Agency Verification of Wetland Data The CONSULTANT shall be responsible for verification of wetland, surface water, 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 prepare permit application packages as identified in the Project Description section. The permit application package must be approved by the COUNTY prior to submittal to the regulatory agency. The CONSULTANT shall collect All the data and information necessary to obtain the environmental permits required to construct the project. The CONSULTANT shall prepare each permit application for COUNTY approval in accordance with the rules and/or regulations of the environmental agency responsible for issuing a specific permit and/or authorization to perform work. The CONSULTANT will submit all permit applications, as directed by the COUNTY. 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, and USACE. The application package may include but is not limited to attachments (e.g., 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 Regt.rests for Additionol Information (RAIs), including Scope of Services Page A-39 Project Number.- 60190 - 1 necessary revisions to the application package. All responses and completed application packages must be approved by the COUNTY prior to submittal to the regulatory agencies. 8.4.2 Complete and Submit all Required Species Permit Applications: N/A 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 the preparation of the R/W Occupancy permit application in accordance with the regulatory agency requirements. The CONSULTANT shall be responsible for acquiring the RIW Occupancy permit. 8.8 Prepare Coastal Construction Control Line (CCC)L) Permit Application —NIA 8.9 Prepare USACE Section 408 Application to Alter a Civil Works Project — NIA 8.10 Compensatory Mitigation Plan If wetland impacts cannot be avoided, the scope of work assumes purchase of mitigation credits from a mitigation bank or monetary participation in offsite regional mitigation plans to mitigate for impacts. 8.11 Mitigation Coordination and Meetings The CONSULTANT shall coordinate with COUNTY personnel prior to approaching any environmental permitting or commenting agencies. The CONSULTANT will be responsible for coordinating the proposed mitigation needs with the environmental agencies. The. COUNTY will provide funds for required mitigation credits (if necessary). 8.12 Regulatory Agency Support — N/A 8.13 Technical Support to the COUNTY For Environmental Clearances and Re- evaluations — N/A 8.14 Preparation of Environmental Clearances and Reevaluations — OPTIONAL SERVICE The CONSULTANT will verify with the FDDT Environmental Management Office if the Grant funding requires applicability of the tasks within this section before commencing as an OPTIONAL SERVICE (to be negotiated). Tasks described within this section are work efforts applicable to the environmental analysis and documentation for this Project. The CONSULTANT will analyze all viable Build Alternatives and the No -Build Alternative with respect to impacts to natural, cultural, social and physical Scope of Services 11'age, A-40 Project Number: 60190 r.��ti resources and document all analyses. Wherever appropriate the CONSULTANT will describe proposed measures to avoid, minimize, or mitigate project impacts on environmental resources. Additionally, the CONSULTANT will summarize results of the environmental analysis in the Environmental. Document. 8.14.1 Preparation of Project Environmental Impact Report (PEIR) and Preliminary Engineering Report— OPTIONAL. SERVICE The CONSULTANT shall prepare a Project Environmental Impact Report (PEIR) as referenced in the Project Development and Environment Manual (PD&.E Manual), Part 1, Chapter 10, Section 10.2.2 (pt I ch I 0-070120-current.pdf ). The PEIR will document the project purpose & need, existing conditions, safety analysis, comparative alternatives evaluation, and the preferred alternative. 8.14.2 Archaeological and I listorical Resources The: CONSULTANT shall collect data necessary to completely analyze the impacts, due to the proposed undertaking, 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 and the FDOT's Cultural Resource Management Handbook. All work shall be conducted by a professional qualified under the provisions of 36 CFR 61 and in compliance with the provisions contained in Chapter 267, Florida Statutes, as appropriate for compliance with a Phase I Cultural Resource Survey. This includes background research, archaeological and historical field surveys, preparation of Florida Master Site File (FMSF) forms as needed, along with the preparation of appropriate documentation. The archaeological survey will consist of a visual reconnaissance and excavate the appropriate number of test pits. The historic survey will identify historic resources within the project APE, both previously recorded and newly identified. A FMSF form shall be prepared for all newly identified and an updated form prepared for previously recorded resources that have not been evaluated by the SHPO or that have been substantially altered since they were recorded. Enough data shall be collected to document the significance of each in terms of eligibility for listing in the NRHP. The CRAS shall be prepared with appropriate documentation detailing the results of the survey and Final assessments of resource significance. lcance. 8.14.3 Wetland Impact Analysis , OPTIONAL SERVICE The CONSULTANT shall analyze the impacts to wetlands due to changes to the project and complete the wetlands section of Natural Resources Evaluation Report, in accordance with Path; 2, Chapter 9 of the PD&E Manual. 8.14.4 Sociocultural Effects — OPTIONAL SERVICE The CONSULTANT will conduct a Sociocultural Effects (SCE) evaluation in accordance with Cart 2, Chapter 4 of the PD&E Manual. The CONSULTANT will document the results of the SCE evaluation in the Environmental Document and in the Project file. If no involvement for a specific issue is indicated, then standard statements to that effect from Part 2, Chapter 4 of the PD&E Manual will be included in the Environmental Document. (included Scope of Services Page A-41 Project Number: 60190 0-m- in 18.14.1) Sociocultural effects include evaluation of impacts to social community coliesion, economics, land use, mobility, aesthetics, relocation potential, and farmlands. 8.14.5 Protected Species and Habitat Impact Analysis — OPTIONAL SERVICE The CONSULTANT shall collect data necessary to prepare the protected species and habitat section or the. Natural Resources Evaluation Report and analyze the impacts to protected species and habitat by the changes to the project, in accordance with Pail 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 Other Environmental Permits NIA, 8.16 Contamination Impact Analysis The CONSULTANT shall prepare Contamination Screening Evaluation for the project limits as described in Part 2, Chapter 20, of the FDOT PD&E Manual. The draft Level 1 Contamination Screening Evaluation document shall be submitted to the COUNTY's Project Manager for review and final approval. The project impacts, conclusions and recommendations, figures, tables and appendices will be provided in a Level I Contamination Screening Evaluation Report. Level II assessment services are not included in this scope and would be considered Optional Services, if warranted (to be negotiated). If contamination is identified within the limits of construction, the CONSULTANT shall coordinate with the COUNTY to properly mark identified contamination areas in the plans and develop specifications as appropriate. S.17 Asbestos Survey —N/A 8.18 Technical Meetings 8.19 Quality Assurance/Quality Control 8.20 Supervision 8.21 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 1.8 are defined in the FDOT Staff flour Estimation I-landbook and within the provision defined in Section 2,20, Provisions fot 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 Y2"xI I" paper and all sheets shall be numbered. The final design calculations shall be signed and sealed by a Florida licensed professional engineer. Scope of Services Page A-42 Project Number: 6019Q t'Atl 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 Ivey Sheet and Index of Drawings — N/A 9.2 Project Layout — NIA 9.3 General Notes and Bid Item Notes — NIA 9.4 Miscellaneous Common Details --NIA 9.5 Incorporate Report of Core Borings — NIA 9.6 Standard Plans — Bridges — NIA 9.7 Existing Bridge Plans —NIA 9.8 Quantities — N/A 9.9 Cost Estimate — NIA 9.10 Technical Special Provisions and Supplemental Terms and Conditions — N/A 9.11 Field Reviews 9.12 Technical Meetings 9.13 Quality Assurance/Quality Control 9.14 Independent Peer Review — N/A 9.15 Supervision 9.16 Coordination 10 STRUCTURES - BRIDGE DEVELOPMENT REPORT —1Y/A 11 STRUCTURES -TEMPORARY BRIDGE — N/A 1.2 STRUCTURES -SHORT SPAN CONCRETE BRIDGE —NIA 13 STRUCTURES - MEDIUM SPAN CONCRETE BRIDGE —N/A 14 STRUCTURES - STRUCTURAL STEEL BRIDGE — N/A 15 STRUCTURES - SEGMENTAL., CONCRETE BRIDGE — NIA 16 STRUCTURES - MOVABLE SPAN - N/A 17 STRUCTURES - RETAINING WALLS The CDNSULTAN,r shall pivpare plans for Retaining Wall(s) as specified in Section 2.5. 17.1 Key Sheet -- N/A, 17.2 Horizontal Wall Geometry Permanent Proprietary Walls — OPTIONAL SERVICE Tu be nc otinted Scope of Services Pali; A-43 Project Number: 60:190 17.3 Vertical Wall Geometry 17.4 Semi -Standard Drawings 17.5 Wall Plan and Elevations (Control Drawings) 17.6 Details Temporary Proprietary Walls — 01"HONAL 5l?11VICE (To be negotiated) 17.7 Vertical Wall Geometry 17.8 Semi -Standard Drawings 17.9 Wall Plan and Elevations (Control Drawings) 17.10 Details Cast -In -Place Retaining, Walls -- OPTIONAL. SERVICE, (To be negotiated 17.11 Design 17.12 Vertical Wall Geometry 17.13 General Notes — NIA 17.14 Wall Plan and Elevations (Control Drawings) 17.15 Sections and Details 17.16 Reinforcing liar List Other Retaining Walls and Bulkheads (Airport Road Canal Weir 17.17 Design 17.18 Vertical Wall Geometry 17.19 General Notes, Tables and Miscellaneous Details — NIA 17.20 Wall Plan and Elevations 17.21 Details 18 STRUCTURES - MISCELLANEOUS The CONSULTANT shall prepare plans for Miscellaneous Str=Wre(s) as specified in Section 2.5. Concrete Box Culverts -- OPTIONAL SERVICE To her negotiated) 18.1 Concrete Box Culverts 18.2 Concrete Box Culverts Extensions 18.3 Concrete Box Culvert Data Table Plan Sheets 18A Concrete Box Culvert Special Details Plan Sheets Strain Poles - NIA 18.5 Steel Strain Poles 18.6 Concrete Strain Poles 18.7 Strain Pole Data Table flan Sheets Scope of Services I'age. A-4 4 Project Number: 60190 cm) 18.8 Strain Pole Special Details Ilan Sheets Mast Arms 18.9 Mast Arms 18.10 Mast Arms Data Table Plan Sheets 18.11 Mast Arms Special Details Plan Sheets — NIA Overhead/Cantilever Sign Structure 18.12 Cantilever Sign Structures 18.13 Overhead Span Sign Structures — NIA 18.14 Special (Long Span) Overhead Sign Structures - NIA 18.15 Monotube Overhead Sign Structure —NIA 18.16 Bridge Mounted Signs (Attached to Superstructure) - N/A 18.17 Overhead/Cantilever Sign Structures Data Table Plan Sheets 18.18 Overhead/Cantilever Sign Structures Special Details Plan Sheets — N/A Iligh Mast Lighting — NIA 18.19 Non -Standard High Mast Lighting Structures —N/A 18.20 High Mast Lighting Special Details Plau Sheets —NIA Noise Barrier Walls (Ground Mount) — OPTIONAL S1{,RVICE (To be negotiate 18.21 Horizontal Wall Geometry 18.22 Vertical Wall Geometry 18.23 Summary of Quantities - Aesthetic Requirements 18.24 Control Drawings 18.25 Design of Noise harrier Walls Covered by Standards 18.26 Design of Noise Barrier Walls not Covered by Standards 18.27 Aesthetic .Details Special Structures —NIA 18.28 Fender System— NIA 18,29 Fender System Access —NIA 18.30 Special Structures— NIA 18.31 Other Structures-- NIA 18.32 Condition Cvaluation of Signal and Sign Structures, and High Most Light Poles--- NIA 18.33Condition Evaluation of Signal and Sign Structures, and High Mast Light Poles -NIA Scope of Services page A-45 Project Number: 60190 Cps 18.34 Analytical Evaluation of Signal and Sign Structures, and High Mast bight Poles --NIA 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 aligmnont to identify proposed sign placements and roadway markings. Perform queue analysis. 19.2 No Passing Zone Study — N/A 19.3 Signing and Pavement Marking Master Design File The CONSULTANT shall prepare the Signing & Marking Design file to include al.l 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 FDOT'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 The CONSULTANT will provide electrical connections From the proposed school zone flashers and electronic speed feedback signs to the proposed electrical service points. The CONSULTANT will coordinate with the power company For providing service for the school zone flashers and speed feedback signs. 19.7 Quantities The CONSULTANT shall determine pay items and quantities and the supporting documentation. 19.8 Cost Estimate 19.9 Technical Special Provisions and Supplemental Terms and Conditions — N/A 19.10 Otlter Signing and Pavement Marking Analysis -- School. Zone Signs Design of new school zone signs For Pelican Marsh Elementary including installation of electronic speed feedback signs mounted on the uprights. 19.11 Field Reviews Scope of Services Pagc A-46 Project Number. 60190 19.12 Technical Meetings 19.13 Quality Assurance/Quality Control 19.14 independent Peer Review — NIA 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 includes the following. 20.1 Key Sheet 20.2 General NoteslPay Item Notes 20.3 Project Layout — NIA 20A Plan Sheet 20.5 Typical Details —NIA 20.6 Guide Sign Work Streets 20.7 Traffic Monitoring Site —NIA (see ITS section) 20.8 Cross Section (Sign Installations) 20.9 Service Point Details The CONSULTANT will prepare service point details for providing power to the proposed school zone flashers and electronic speed feedback signs. 20.10 Special Details — N/A 20.11 Interim Standards 20.12 Quality Assurance/Quality Control 20.13 Supervision 21 SIGNALIZATION ANALYSIS The CONSULTANTr shall analyze and document Signalization Analysis Tasks in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and current design memorandums. The CONSULTANT shall have a licensed Professional Engineer with experience in traffic signal timing development review and approve all final data collection, proposed intersection timings, phasing, etc, 21.1 Traffic Data Collection The CONSULTANT shall perform all effort required for traffic data collection, including crash reports, 72 hr. machine counts, 4 hr. turning movement counts, 7-day machine counts, and speed Scope of Services Page A-47 Project Number: 60190 0. & delay studies. 21.1.1 72-hour Counts The CONSULTANT shall collect directional counts for a 72-hour (3-day) period on consecutive days for each direction of travel at the following locations: o Arr port Road (N of Yanderb ill Beach Road) a Airport Road (S of linnzokalee Road) Count data shall be recorded by automatic devices furnished by the CONSULTANT. The CONSULTANT shall determine the locations for machine counts, subject to the approval of Collier County Traffic Operations. The counts shall be taken on a regular week with no holidays. Counts shall not be taken at the selected locations during construction or when a detour route is in place through the location. Counts shall not be taken during any break for schools in the area, A seasonal adjustment factor provided by Collier County Traffic Operations shall be required to develop in -season and oft -season counts. The CONSULTANT'shall submit 72-hour counts in the study in tabular form, broken down into direction of travel, days and hours in 15-minute increments, and hourly totals (one page per 24-hour period, originating at 12;00 a.m. can each study day), 21.1.2 Approach Counts — Seven (7) clay The CONSULTANT shall collect approach counts for a period of at least seven (7) consecutive days for each direction of travel at each of the 12 study intersections. Count data shall be recorded by automatic devices furnished by the CONSULTANT. The seven (7) day approach counts will be used to determine the operating time periods for each timing pattern developed for the arterial. The CONSULTANT shall determine the locations for machine counts, subject to the approval of Collier County Traffic Operations. The counts shall be taken on a regular week with no holidays. Counts shall not be taken at the selected locations during construction or when a detour route is in place through the location. Counts shall not be taken during any break for schools in the area, A seasonal adjustment factor provided by Collier County Traffic Operations shall be required to develop in -season and off-season counts. The CONSULTANT shall submit approach counts for sections in the study in tabular form, broken down into direction of travel, days and hours in 15-minute increments, and hourly totals (one page per 24-hour period, originating at 12:00 a.m. on each study day). 211.1.3 Turning Movement Counts The CONSULTANT shall collect and summarize four (4) hours of fifteen -minute turning movement counts at each of the study intersections (signalized and unsignalized) included in the project limits, using the procedures contained in the Florida Department of Transportation Manual on Uniform Traffic Studies (MUTE), Chapter IV, "Summary of Vehicle Movements". The counts shall be conducted during the highest Four hours of the day as determined by average approach counts in 21.1.2, and include the AM peak, PM peak, Mid- day peak, and Off -peals periods. The specific time frame for each period shall be determined by the CONSULTANT and approved by Collier County Traffic Operations. The counts shall Scope of Services Page A-` 8 Project Number: 60190 include trucks, One (1) day ofturning-movement counts shall be made on a typical Tuesday, Wednesday, or Thursday. Counts shall not be conducted on holidays or during special events. Weekday counts shall not be conducted on non -school day. A seasonal adjustment factor approved by Collier County Traffic Operations may be required. The CONSULTANT shall summarize, seasonally adjust and balance existing traffic count information and provide tabular and graphic representations of existing AM and PM peak hour traffic volumes. The tables shall show the four hours of data collection divided into 15- minute increments and one -hour totals. `1'be format for the count data shall be approved by Collier County Traffic Operations. 21.1.4 Gap Study — Three (3) Day The CONSULTANT shall conduct a gap study at the lmmokalee Road and Sam's Club Driveway intersection to determine the number of gaps provided in eastbound traffic to allow westbound left turns into the Sam's Club shopping center. The gap data shall be collected and summarized for the same days and four (4) hours as the turning movement count collected ill Task 21.13. 21.1.5 Field Inventory The CONSULTANT shall prepare an inventory of the following traffic signal control devices and field characteristics at each traffic signal included in the project limits. The inventory shall consist of the following: a) A condition diagram showing; • Number of lanes at each approach and their usage • Length of turn lanes • pedestrian crossing distances • Vehicle crossing distances • School Zones * Posted speed limit for each approach * Any other features the Engineer considers appropriate b) A straight-line diagram showing the distance between intersections c) Existing signal and pedestrian phasing If no speed limit is posted for an approach, the CONSULTANT shall come up with a speed limit appropriate for the traffic characteristics of the approach based on engineering judgment. The CONSULTANT shall obtain approval of these speed limits from Collier County Traffic Operations before used in the calculations for yellow and all red intervals. The CONSULTANT shall develop a reporting format for this inventory that shall be approved by Collier County Traffic Operations. The CONSULTANT shall contact Collier County Traffic Scope of Services page A-49 Project Number: 60190 t'�t Operations for information and to make arrangements for access to all equipment cabinets. 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. The CONSULTANT shall use tral'lic data to determine recommended initial controller timings. 21.2.1 Traffic Forecasting 21.11, l Travel Demand Forecasting The COUNTY shall provide the recently adopted FDOT District I Regional Planning Model (DIRPM). The CONSULTANT" shall use the adopted D1RPM Model and provide Opening Year and Design Year projections for the study segments. The CONSULTANT shall review historical count information and any other data available. As necessary, the CONSULTANT" shall provide recommendations for use of different forecasts or growth rates. The CONSULTANT shall perform a balance checking for roadway segments that cannot "lose„ traffic and any major traffic volume breaks that cannot be validated based on roadway features (driveways). 21.2.1.2 Historical Growth Rate The CONSULTANT shall obtain publicly available historical Average Annual Daily Traffic (AADT) volumes within the study area. Utilizing the historical AADT and existing tratfic data collected in Task 21.1 the CONSULTANT shall calculate a historical growth rate to compare to the future growth rate calculated in Task 21.2.1.1. 21.2.1.3 future Year ,rraffic Volumes Using the recommended growth method from Tasks 21.2.1.1 and 21.2.1.2 the CONSULTANT shall develop future year Average Annual Daily Traffic (AADT) for Opening Year and Design Year. 1~uture year AADTs shall be provided for all segments between study intersections. Design hour traffic volumes or Directional Design Hour Volumes (DDHVs) shall be developed by the CONSULTANT. AADT volumes will be converted to Design lour Traflic or DDHVs for peak and i-everse. peak directions (i.e., AM and PM). Design hour traffic volumes shall be developed using a standard K factor and D factor's developed from the existing traffic count information. Truck percentages for the peak and daily conditions shall be reviewed based on historical traffic count information and data collected for the study. Other factors such as peak hour factors (PHF), driver factors, etc. shall be developed from the traffic information collected for this project. Utilizing the existing traffic data and future year traffic data the CONSULANT shall calculate Opening Year and Design year turning movement counts at all study intersections. The CONSULTANT shall provide graphic representations of the Opening Year and Design Year AM and PM peak hour traffic volumes. 21.2.2 Intersection Analysis The CONSULTANT shall use the latest Collier County approved version of SYNCI IRO to run the existing conditions. Note: The SYNCHRO run of the existing conditions must be an accurate representation of the existing conditions and after construction is completed. SYNCHRO output shall be calibrated to verify that the SYNCHRO run is an accurate Scope of Services Page A-50 Project Number: 60190 com rellection of the existing; conditions. Should SYNCHRO not adequately simulate traffic conditions, an alternative software approved by Collier County Traffic Operations may be used. The results of the SYNCHIZO analysis shall be submitted to Collier County Traffic Operations for review and approval. SYNCI IRO analysis shall be used with the Following restrictions; + The CONSULTANT shall determine, minimum and maximum cycle lcn.gths and increments between cycle lengths to be analyzed and approved by Collier County Traffic Operations. + Average free speed or travel time shall be recommended by the CONSULTANT and approved by Collier County Traffic Operations prior to analysis. The CONSULTANT shall submit the draft and final SYNCHRO runs electronically using tile, most current version. 21.2.3 Preliminary Intersection Control Evaluation (ICE) Assessment For intersections where significant improvements are being considered (i.e., signalizing an unsignalized intersection or adding a new left -turn lane) a preliminary Intersection Control Evaluation (ICE) assessment shall be completed. The Consultant shall perform al I analysis required for a Stage 1 ICE evaluation in accordance with FDOT's Manual on Intersection Control Evaluation. Stage I ICE analysis considers many potential intersection control strategies and evaluates them using the CAP-X and SPICE tools. The Cap-X tool is an operational analysis tool to evaluate selected types of innovative intersection designs, and the SPICEE tool evaluates the safety performance of the intersections. The results of the Stage I ICE analysis shall be documented in a technical memorandum and submitted to the Collier County Traffic Operations for review and approval. 21.3 Traffic Signal Warrant Analyses The CONSULTANT will evaluate the intersection at Curling Avenue for potential signalization. The signal warrant analysis will be conducted consistent with the study procedures contained in the FI-TWA's MUTCD. Seven (7) day continuous machine counts and 4-hour turning movement counts from Task 21.1 will be utilized. Tragic volume data will be compared to applicable Warrants I through 9 contained in the MUTCD. The results of the signal warrant analysis shall be documented in a technical memorandum and submitted to the Collier County Traffic Operations for review and approval. 21.4 Systems Timings — NIA Collier County Traffic Operations will perform the signal timing determination. 21.5 Reference an(] Master Signalization Design File The CONSUI''I'ANT shall prepare the Signaliration Design file to include all necessary design Scope of Services Page A-51 Project Number. 60190 ; elements and all associated reference files. Scope for Proposed Signal Work Includes! * One(]) new mast arm at the intersection of Pelican Marsh Blvd./Tiburon Blvd. Removal of one (I) existing signal mast arm. • Three (3) new signal mast arms at Pelican Marsh Elementary a Three (3) new signal mast arms at Curling Avenue Two (2) potential replacements of the mast arms located at the NB corner of Airport Rd. and Immokalee Rd Poi- the northbound movement and the SE corner due to widening. The NE corner mast arm will be replaced if the structural analysis shows this mast arm failing with the proposed signal heads. • Two (2) new mast arms for the northbound and south.bound school zone flashers 21.6 Reference and Master Interconnect Communication Design File NIA (see ITS section) 21.7 Overhead Street Name Sign Design The CONSULTANT shall design Signal Mounted Overhead Street Name signs. 21.8 Pole Elevation Analysis 21.9 Traffic Signal Operation Report Includes the signal timing report for all signals, 21.10 Quantities The CONSULTANT shall determine pay items and quantities and the supporting documentation. 21.11 Cost Estimate 21.12 Technical Special Provisions and Supplemental Terms and Conditions The CONSULTANT shall meet the latest version of the Collier County Signalization Technical Special Provisions. 21.13 Safety Analysis 21.13.1 Crash Data The CONSULTANT will obtain the most recent five (5) years of available data from available sources for this Project, The crash data will include the number and type of crashes, crash locations, number of fatalities and injuries, and estimates of property damage and economic loss. 21.13.2 Crash Analysis The CONSULTANT will perform a crash analysis to determine historical trends/patterns. Based on the information obtained from the crash data, the CONSULTANTr will identify project safety needs associated with the existing and future conditions. The CONSULTANT may use the Highway Safety Manual (HSM) procedures to estimate the safety perfonnance of the Project alternatives. 21,13.3 Documentation of Crash Analysis Scope of Services Page A-52 Project Number: 60190 % The CONSULTANT will document the results in a standalone Safety Report. 21.14 Field Reviews The CONSULTANT shall collect information rrom the maintaining agencies and conduct a field review. The review should include, but is not limited to, the following: • Existing Signal and Pedestrian Phasing • Controller Make, Model, Capabilities and Condition/Age • Condition of Signal Structure(s) • Type of Detection as Compared with Current Collier County Traffic Operations' Standards • Interconnect Media • Controller Timing Data 21.15 Technical Meetings 21.16 Quality Assurance/Quality Control 21.17 Independent Peer Review — NIA 21.18 Supervision 21,19 Coordination 22 SIGNALIZATION PLANS The CONSULTANT shall prepare a set of Signalization flans in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and current design memorandums, which includes the following: 22.1 Key Sheet 22.2 General Notes/Pay Item Notes 22.3 Plan Sheet 22.4 Interconnect flans —N/A (see ITS section) 22.5 Traffic Monitoring Site —NIA (see ITS section) 22.6 Guide Sign Worksbeet 22.7 Special Details 22.8 Special Service Point Details 22.9 Mast ,,Arm Tabulation Sheet 22.10 Strain Pole Scheduler NIA 22.11 TTCP Signal (Temporary) —N/A 22.12 Temporary Detection Sheet - N/A 22.13 Verification of Utilities Sheet (Included in 5.27) 22.14 Interim Standards Scope or Services Page A-53 Project Number: 60190 22.15 Quality Assurance/Quality Control 22.16 Supervision 23 LIGHTING ANALYSIS The CONSULTANT shall analyze and document Lighting Tasks in accordance with all applicable ma11uals, guidelines, standards, handbooks, procedures, and current design mrmorandunis. 23.1 Lighting Justification Report —NIA 23.2 Lighting Design Analysis Report (LDAR) The CONSULTANT shall prepare a Preliminary Lighting Design Analysis Report and shall be submitted under a separate cover prior• to the 60% plans submittal. The report shall provide analyve.+ for each typical section of the mainline, and arterial roads. Each lighting calculation shall be properly identified as to the area that it covers. The, formal Lighting Design Analysis Report will be prepared in accordance with the FDOT Design Manual 2022. The report shall include the evaluation of the existing lighting design and a recommendation on upgrading the existing lighting levels. The evaluation shall consider pale heights, lamp wattage, and aria lengths. The evaluation shall include a cost estimate that includes inittal cost in addil ion to operations and maintenance cost for one year. The formal LDAR will be submitted with the 60°%0, 90% and 100% plans submillals, Intersection lighting design crilerio will be applied at the intersections of Pelican Marsh I3lvd./Tiburon Blvd., Pelican Marsh Elementary and Curling Road, Review of intersection lighting design at Vanderbilt Beach Road and Innnokolee Load is not included as part of this scope, Full pedestrian lighting of the sidewalk and/or the path is nol included as part g1'this scope. The Lighting Design Analysis Report (LDAR) shall include: • Lighting Design Criteria • Lighting Calculations * better to the power company requesting service * Power company cogfirmalion letter on the requested services * Voltage drop calculations + Load analysis r:alculations for each branch circ uil 23.3 Voltage Drop Calculations The CONSULTANT shall submit voltage drop calculations showing the equation or equations used along with the number of luminaries per circuit, the length of each circuit, the size conductor or conductors used, and their ohm resistance values. The voltage drop incurred on each circuit (total volts and percentage of drop) shall be calculated, and all work necessary to calculate the voltage drop values for each circuit should be presented in such a manner as to be duplicated by the Collier County Traffic Operations. Maximum allowable voltage drop will be per the FDOT Design Manual. The Voltage Drop Calculations shall be submitted with the: lighting Design Analysis Report. 23.4 FDEP Coordination and Report —NIA Scope of Services Page A-54 Project Number: 60190 h{ti 23.5 Reference and Master Design Files The CONSULTANT shall prepare the Lighting Design File to include all necessary design elements and all associated reference files. 23.6 Temporary Highway Lighting — NA 23.7 Design Documentation — NIA (incluffe in LDAR) 23.8 Quantities The CONSULTANT shall determine pay items and quantities and supporting documentation. 23.9 Cost Estimate 23.10 Technical Special Provisions and Supplemental Terms and Conditions — NIA 23.11 Other Lighting Analysis The CONSULTANT will review as -built drawings provided by the COUNTY for the existing lighting and electrical information to design the proposed lighting. This review includes conduit, circuits, service points, load centers, etc. The CONSULTANT will perform all analysis of existing lighting levels along the corridor to determine the upgrades necessary along the corridor. The CONSULTANT will coordinate the proposed Iighting fixture to be used with the lighting; manufacturer and the COUNTY. The CONSULTANT will coordinate with Stonebridge Country Club on the existing lighting at Winding Oaks Way and Airport load. This existing lighting will be included in the lighting analysis for the corridor. 23.12 Field Reviews The CONSULTANT shall collect information from Collier County Traffic Operations and conduct a detailed field review. Review and document all lighting (poles/luminaires, sign luminaires, etc.), circuiting, load centers, service points, utility transformers, etc., within the Limits of lighting construction. This review includes conductors, conduit, grounding, enclosures, voltages, mounting heights, pull -boxes, horizontal clearances, breakaway requirements, etc. This review also includes circuits outside the limits of lighting construction that originate or touch this Projcct's scope of work. 23.13 Technical Meetings 23.14 Quality Assurance/Quality Control 23,15 Independent Peer Review — NJA 23.16 Supervision 23.17 Coordination 24 LIGHTING PLANS The CONSULTANT shall prepare a set of Lighting Plans in accordance with all applicable Collier County Traffic Operations Roadway Lighting Technical Special Provisions, 1~DOT manuals, guidelines, standards, handbooks, procedures, and current design memorandums. 24.1 Key Sheet Scope of Services Page A-55 Project Number. 60190 24.2 General Notes/Pay item Notes 24.3 Pole Data, Legend & Criteria 24.4 Service Paint Details 24.5 Project Layout— NIA 24.6 Plan Sheet 24.7 Special Details 24.8 Temporary Highway Lighting Detail Sheets -- N/A 24.9 Temporary Highway Lighting Plan Sheets -- NIA 24.10 Interim Standards 24.11 Quality Assurance/Quality Control 24.12 Supervision 25 LANDSCAPE ANALYSIS The CONSULTANTS Certified Arborist shall conduct a cursory site inspection to determine the likelihood of probable impacts to tree root systems and vegetation adjacent to and parallel with the public right of wary. A typical roadway section and plan over an aerial shall be provided for use prior to the site inspection. A Memorandum of preliminary site observations along with any recommended actions to be performed by the Contractor during construction shall be provided to the engineer :for incorporation into the construction documents. The MernoraildUln shall not be considered as a tree evaluation or assessment of potential tree risk. The limits of work for this task shall be between ten and fifteen feet outside of the Airport Road public right-of-way boundaries, adjacent to the Pelican Marsh and Stonebridge residential communities. It is assumed the limits of work shall be contained within the boundaries of the existing public right of way with no work expanding into the private properties, Architectural Pavers will be designed in medians with specification of adequate landscaping topsoil within the medians where appropriate. Details to be included in Roadway flan component. The CONSULTANT will not provide analysis and/or Landscaping Irrigation and planting flan component. 26 LANDSCAPE PLANS —1Y/A 27 SURVEY The CONSU L,TANT 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. 27.1 Horizontal Project Control (HPQ Scope of Services Page A-50 Project Number, 60190 Establish or recover HPC, For the purpose of establishing; horizontal control in the North American Datum of 1983, 2011 adjustment, Florida State Plane Coordinate System, West Zone, U.S Survey Feet. Project control will be set at approximately 500 feet or less along both sides of the project corridor. Includes analysis and processing of all field collected data, and preparation of Fonrns. 27.2 Vertical Project Control (VPC) Establish or recover VPC, far the purpose of establishing Vertical control referenced to the North American Vertical Datum of 1988. A closed loop shall be made through all project control. 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 COLJNTY R/W Maps, platted or dedicated rights of way. Recover survey baseline for Airport Pulling Road. Alignment will. be field verified. (included in 27.6) 27.4 Mobile Targets - N/A 27.5 Reference )Points Reference project alignment, section, X section, center of section corners and General Land Office (G.L.O.) corners as required, 5 Anticipated Government section corners that must be referenced and CCRs generated prior to construction. 5 estimated survey baseline points to be referenced. 27.6 Topography/Digital Terrain Model (DTM) (31)) 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) (included in 27.6) 27.8 Roadway Cross Sect ions/1'rofiles Perform cross sections or profiles —May include analysis and processing of all field -collected data for comparison with DTM. 27.9 Side Street Surveys -N/A, 27.10 Underground Utilities CONSULTANT will complete a SUE investigation in general accordance with ASCU' Stanclard 38-02: Standard Guideline for the Collection rind Depiction of Existing Subsauface Utility Data. CONSULTANT ivill search far the existence and approximate location of subsauface utilities within the project limits except /hose listed raider Exclusions below- The specific work includes. Scope of Services Page A-57 Project Number: 60190 ! 1<<7 I . SUE Investigation —Office a. Records research through customary means. i. Idendly utilities anticipated to exist within the project limits. ii. Contact utility owners and request records and documents to ascertain the existence and record location of their utilities. iii, Document responses and compile record information b. Mapping i. All field obtained data will be mapped in Autodesk Civil 313. ii. Lines will be identified to represent each utility designated and the expected quality level. 2. Sue Investigation -- Field a. SUB Investigation — Field i. Documented conductive utilities - Designate with the objective of achieving Quality Level B for conductive utilities. Where not possible, lower Quality Levels will be established. Utilities of non-conductive material installed with serviceable tracer wire or tape will be considered conductive. It is important to note, however, that the depicted location of such utilities represents the tracer rather than the actual utility. ii. Documented non-conductive utilities - Investigate with the objective of achieving Quality Level C. Where not possible, depict at Quality Level U. Non-conductive utilities, ether than electric, with ready access allowing Sonde, metal tape or detection rod insertion and tracking will be investigated with the objective of achieving Quality Level B. iii, Undocumented utilities - Those utilities that may exist in the project area that have not been previously identified, are not discovered during Records Research, and for which there is no prior knowledge. CONSULTANT will use our standard search protocol in an attempt to determine the existence and approximate location of undocumented utilities; however, this work does not guarantee that all utilities will be found and depicted. 3. Survey of SUE, Investigation a. All utility designations and test holes will be surveyed and submitted in a Final Subsurface Utility digital CAD file accompanied by a Surveyor's Report. All CAD tine work will be submitted as 2-D with electronic depth labels where required. 4, SUE Exclusions - The following; utilities and / or components will not be surveyed or Investigated: + Quality Level A — Test holes (see optional below) + Service lines + Traffic control + Streetlight and signage wiring • Irrigation lines • Cathodic protection + Thrust blocks ■ Septic systems + Underground storage tanks, piping and wiring ■ SCADA/IT/Data systems Scope of Services Page A-58 Project Number: 60190 + Construction related and other temporary facilities SUE Limitation & Standard of Care Siebsufface Utility Engineering is a professional practice defined by the American Society of Civil Engineers (ASCE.) CONSULTANT conducls utility investigations in general accordance with ASCE 38: Standard Guideline for the Collection and Depiction of Existing Subsurface Utility Data. Identifying and mapping underground utilities is a result oJ'gathering evidence ftom various sources and exact utility localions are not confirmed unle.vs visually exposed and soar+eyed, and then only at those specif c exposed locations. CONSULTANT Hill meet the prevailing standard of care for services provided and does nor guarantee that all utilities can or will be identified, detected or precisely mapped 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. As an OPTIONAL SERVICE, the CONSULTANTshall vacuum excavate nine S;foot "�C"° shaped trenches tit nevv underground h1 iwstructure or earthwork excavation (i.e., drilled shafts, sheet ,piles, strain poles, mast arms, inivicellaneous_1oundations, drainage structures, pipe culverts, new ditches, etc.) in areas that work will be performed, Additionally, as an OPTIONAL SERVICE, up to eighty (80) pothole locates will be performed. Proposed SUE locate locations must be approved by the COUNTYprior to awhorization of this task. A Professional Land Surveyor, registered in the Stale of Florida, shall sign and .seal the data provided and included in the Verified Uldil}r Locate Plan Sheets. All information sholl be provided in the format requested by the COUNTE 27.11 Outfall Survey — N/A 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. (Included in 27.6) 27.13 Bridge Survey (Minor/Major) — NIA 27.14 Channel Survey — (Included in 27.6) 27,15 Pond Site Survey — NIA 27.16 Mitigation Survey — N/A 27.17 Jurisdiction Line Survey Perform field location (2-dimensional.) ofjurisdiction limits as defined by respective authorities, also includes field edits, analysis and processing of all f tefd collected data, preparation of reports. Does not include preparation of specific purpose jurisdictional survey. Anticipating the length of jurisdictional lines do not exceed 2,000 feet, 27.18 Geotechnical Support perform 3-dimensional (X,Y,Z) field location of boring sites established by geoteclinical engineer. Includes field edits, analysis and processing of all field collected data and/or reports. Scope of Services Page A-59 Project Number: 60190 Anticipating the amount of boring sites does not exceed 300. 27.19 Sectional/Grant Survey— Included in 27.5. Note: anticipating the location of all accessible and existing section corners relevant to the establishment of the project alignment / right-of-way. 27.20 Subdivision Location — Included in 27.5. Note anticipate only location of platted corners being common corners on Airport -Pulling R/W and intersections with adjacent side roads. This shall not be construed as retracement of entire adjoining platted blocks 27.21 Easement Surveys - Provide sketch and descriptions for 10 anticipated easements. 27.22 Project Control Sheets - NIA — All project control shal I be included electronically and submitted with 27,6. for incorporation into Roadway component set. Roadway E OR will be responsible for signature. 27.23 Title Search Reports — (Included in 27.21) 27.24 Right of Way Staking, Parcel / Right of Way Line — N/A 27.25 Right of Way Monumentation — NIA 27.26 sine Cutting — NIA 27.27 Work Zone Safety Provide work zone as required by COUNTY standards. Does not include any lane closures Or flaggers if required. 2 7.2 8 Vegetation Survey — NIA 27.29 Tree Survey — N/A 27.30 Miscellaneous Surveys —Storm Drain Video Inspection The CONSULTANT shall perform all work necessary to digitally record, and internally inspect all of the individual cross drainpipes within the project drainage system, to assess the overall structural condition of each individual asset and to identify any and all defects, damage, missing components, breaks, blockages, crushed, collapsed, vertical misalignments, and deteriorated or severed pipe. All televising, and inspection services should be done during dry weather conditions when now is minimized in the system. This task also includes desilting the existing eleven (1 1) cross drains pipes prior to inspection but does not include Maintenance of Traffic if required. This task does not include the existing storm. drain conveyance pipes. At the conclusion of work, the CONSULTANT shall provide the COUNTY with all digital video recordings and Corresponding inspection reports. The report shall list all of the aforementioned deficiencies with recommendations of corrective action, to be considered for repair. The inspection reports shall include, but not be limited to the following: 1. Correct address/street/location of drainage pipes, 2. Pipe size, pipe shape, pipe Length, & pipe type of material, 3. Photo identification, 4. Footage locations and descriptions of defects, damage, breaks, obstructions, blockages, crushed, collapses, root intrusion, masonry plugs, affset joints, holes, rotten or Scope of Services Page A-60 Project Number: 60190 h severed pipe, sags, laterals, and missing components as applicable. lees included under 6a.4a. 2731 Supplemental Surveys — N/A 27.32 Document Research Perform research of documentation to support Held 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 COUNTY. 27.35 Quality Assurance/Quality Control (QA/QC) Establish and implement a QAIQC 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. .M, or their delegate as approved by the COUNTY Project Manager. 28 PHOTOGRAMMETRY -N/A 29 MAPPING — NIA 30 TERRESTRIAL MOBILE LiDAR. — N/A 31 ARCIJIITECTURE DEVELOPMENT — N/A 32 HIG14 WAY TRAFFIC NOISE STUDY AND NODE BARRIER DESIGN A noise analysis shall he performed in accordance with the FDOT's Noise Policy (Chapter 18 of the FDOT's IUD&E Manual, effective July 1, 2020) and the FDOT's Traffic Noise Modeling and Analysis Guidolines. The noise analysis and noise abatement evaluation shall be performed by or supervised/reviewed by a person(s) who has attended the FDOT's "Traffic Noise Analysis training course or has attended and successfully completed the National Highway Institute's Highway Tragic Noise Course (FHWA-Nl-11-142051). The Federal Highway Administration (FHWA) approved noise model, the Traffic Noise Model ('I"NM) Version 2..5 (or most current version) shall be used for the noise analysis, unless otherwise directed by the COUNTY. 32.1 Preliminary Noise Analysis Scope of Services Page A-61 Project Number, 60190 om The CONSULTANT shall perl'orm a land use review to identify noise sensitive sites or to identify areas where the land use is subject to change. The CONSULTANT will provide an analysis of feasibility and reasonableness for noise barriers, using design information (e.g., profile data, horizontal alignment data, etc.) that have been identified through 30% design. Traffic Data: The CONSULTANT shall provide to the noise analyst the following; data for each road segment (i.e., intersection to intersection) for the existing and the design year with the proposed improvements to the road. • Level of Service C (LOS C) directional volumes • Demand peak hour volumes (peak and off-peak dii-cotions) • Posted speed • Percentage of heavy trucks (HT) iii the design hour • Percentage of medium trucks (MT) in the design hour * Percentage of buses in the design hour • Percentage of motorcycles (MC) in the design hour The COUNTY may also identify cross streets for which the same data is necessary. (i.e., a cross street for which noise sensitive sites are in close proximity to the project). The CONSULTANT shall contact the COUNTY for direction on the format to be used for providing the traffic data and any requirements regarding approval of the data prior to its use for noise analysis. The traffic data to be used in the noise analysis must be generated by a qualified traffic engineer/planner who works for the COUNTY or is a COUNTY consultant. The CONSULTANT will complete the noise modeling using the 30% roadway design plans and profiles. The noise impact analysis will determine if noise abatement is warranted. If it is warranted, the CONSULTANT will conduct a preliminary acoustical design of potential noise barriers and determine if noise barriers would be acoustically feasible and also cost-effective, or "reasonable" per FDOT's reasonableness policy. If no noise harriers are found to be reasonable, the design noise analysis will be complete, and the CONSULTANT will prepare a Noise Study Report (NSR) detailing the noise analysis, predicted design year noise impacts, and noise Barriers evaluated for feasibility and reasonableness. The preliminary NSR will be submitted in electronic format. It is anticipated one round of review and comment by the COUNTY will be required for the preliminary report. Comments if applicable will be incorporated into the final report. The final report also requires county review and comment before acceptance. If the noise: analysis determines that noise barriers are potentially feasible and reasonable, the CONSULTANT shall proceed to Tasks 32.2 to determine if the acoustically feasible barriers would be feasible from an engineering, perspective, and if so, to complete the reasonableness determination. 32.2 Noise Barrier Evaluation Wherever noise harriers were found to be potentially feasible and reasonable in Task 32.1, the CONSULTANT will present the data along with recommendations to the COUNTY for selection of the noise barrier's locations, barriers heights and lengths to be incorporated into the 75% design plans. 'These recommendations shall consider a detailed evaluation of noise barrier Scope of Services Page A-62 Project Number: 60190 A feasibility and reasonableness. An evaluation of proposed noise barriers will be performed to identify any engineering conflicts or constraints. The CONSULTANT will be responsible for documenting any resolutions to engineering conflicts or issues that require modification to or preclude construction of a noise barrier. At a minimum, the engineering review will consider the following: • Right of way needs including access rights (air, light, view, ingresslegress. outdoor advertising conflicts) + Limited access issues + ]Necessary constriction and maintenance easements * Safety issues (e.g., line of sight) * Maintenance issues + Structural and vegetative restrictions within casement + Utility conflicts + Drainage issues * Environmental issues • Other criteria as applicable The CONSULTANT shall reanalyze noise barrier(s) for feasibility and reasonableness and re- establish barrier height and length if design constraints require alteration in a barrier's location or dimensions. For all noise barriers that have been found to be feasible from an engineering, safety and conflict standpoint, the CONSULTANT shall coordinate with the COUN'1"Y to include the barrier(s) on the design plans, as an Optional Service(to be negotiated). In addition, the CONSULTANT will present a memo to the COUNTY Project Manager containing a recommendation for selection of the barrier height and length to be carried forward for public input. This recommendation shall consider amount of noise reduction provided, engineering constraints and cost (reasonableness). In addition, the CONSULTANT will also consider the overall visual appearance in relation to the existing and proposed site conditions. This includes smoothing the profile along the top of a noise barrier to the extent possible while minimizing any loss in the amount of noise reduction provided and extending the ends of a noise barrier to cover additional receivers. Cxtending the ends ol'a noise barrier will not exceed the cost criteria and will only be performed when it is appropriate and in the public interest. 32.3 Public Involvement during Final Design - OPTIONAL SERVICE (To be negotiated) 32.4 Outdoor Advertising Identification - Nl.A 32.5 Noise Study Report Addendum (NSIZA) during Final Design The results of noise barrier evaluations performed by the CONSULTANT shall be documented in tlx: NSRA (in accordance with Chapter 264 of the FDOT Design Manual (FDM)) and shall include the results oft:he computer modeling (electronically), public involvement activities and Scope of Services Page A-63 Project Number: 60190 GO) final noise abatement commitments. 32.6 Technical Meetings Prior to proceeding with the noise barrier analysis, the CONSMA'ANT shall discuss and coordinate with the appropriate COUNTY Project Manager and COUNTY staff. Tile purpose of this discussion will be for the COUNTY to provide the CONSULTANT with all pertinent project information and to confirm the methodologies to be used to conduct the noise analysis. This meeting is mandatory and should occur after the Notice to Proceed is given to the CONSULTANT. It is the responsibility of the CONSULTANT to undertake the necessary action (e.g., phone calls, meetings, correspondence, etc.) to ensure that COUNTY staff is kept informed of the noise analysis efforts so that these tasks are accomplished in a manner that will enhance the overall success of the project. 32.7 Quality Assurance/Quality Control QAIQC reviews will be performed for NSKA submitted to the COUNTY. Documentation of the QAIQC will be provided to the COUNTY Project Manager. The CONSULTANT shall ensure that the noise barrier(s) location(s), length, height and aesthetics as shown on the final design plans are consistent with the results of the noise barrier evaluation and recommendation documented In the original NSRA. 32.8 Supervision 32.9 Coordination 33 INTELLIGENT TRANSPORTATION SYSTEMS ANALYSIS The CONSULTANT shall analyze and document Intelligent Transportations System (ITS) Analysis Tasks in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, existing ITS standard operating procedures, strategic plans, Florida's SFMP guidelines, National and regional ITS architectures, and current design memoranda. 33.1 .ITS Analysis The CONSULTANT shall review the approved preliminary engineering report, typical section package, traffic technical memorandum and proposed geometric design alignment to identify impacts to existing ITS components (if applicable) and proposed ITS field device placements. The CONSULTANT shall review and follow Collier County 'Traffic Operations specifications at all times for this design. The CONSULTANT shall review all Collier County Traffic Operations and related FDOT ITS plans and documentation for the project corridor to ensure all cited ITS elements are included in this project. The CONSULTANTshall use applicable FDOT and COUNTY requirements and guidelines, including, but not limited to, the FDM, FDOT Standard Plans, and FDOT Standard Specifications for Road and Bridge Construction in the design of ITS, All ITS devices shall be compatible with Collier County "Traffic Operations. The CONSULTANT shall design the project such that all ITS field devices and ancillary components comply with are supported within software approved by the COUNTY. Arterial dynamic message signs (DMS) are not included in this Agreement. 33.2 Communications Subsystem Analysis 33.3 Grounding and Lightning Protection Scope of Services Page A-64 Project Number: 60190 �� The CONSULTANT shall be responsible for a complete and reliable grounding and lightning protection design to provide personnel and equipment protection against faults, surgecurrenk and lightning transients. The grounding and lightning protection system shall be designed in accordance with the latest version of the FDar Standard Specifications for Road and Bridge Construction, Specification 620. 33.4 Power Subsystem 33.5 Voltage Drop Calculations 33.6 Design Documentation 33.7 Existing ITS The CONSULTANT shall research any required legacy system or system components that may be impacted by new work, such as: existing communications; existing types, numbers, locations, models, manufacturers, and age of ITS devices; as -built plans; existing operating software; existing center -to -field devices; and C2C communications and capabilities. 33.8 Queue Analysis 33.9 Reference and Master ITS Design File — NIA 33.10 Reference and Master Communications Design File The CONSULTANT shall prepare the communication design file to include all necessary design elements and all associated reference files as well as reference files of topo, RJW, roadway, utilities files, existing rrs communications infrastructure, etc. This effort includes design and layout of proposed communications conduit, cabinet, pull boxes, splice boxes, standard route markers, communications plan overview, fiber optic splicing, connections, communications hubs, etc, The CONSULTANT design is expected to include the following attributes, facilities, infrastructure, ITS devices, systems, and associated work: Fiber Optic Infrastructure Maintain connectivity and verify integrity of fiber infrastructure from Vanderbilt Beach Rd to Immotcalee Rd and this may require the installation of new fiber and conduit, Installation of new fiber and conduit from Airport Rd & Pelican Marsh Elementary School intersection to Airport Rd & Immokalee Rd. intersection. Vehicle Detection/Count Station The COUNTY has requested for the installation of the Wavetronix Smart Sensor HD and all requisite accessories along Airport Rd, north of Pelican Marsh Blvd/Tiburon Blvd. It is anticipated that two (2) sensors will be installed, one for each direction of traffic on two (2) proposed strain poles. The detectors shall be positioned near other ITS field device infrastructum including the fiber-optic splice vaults when feasible to reduce cost. final detection station locations shall be coordinated with the COUNTY during the design phase. 1080❑ 1-I1) CCTVIPTZ Cameras 1080p HD CCTVtPTZ cameras shall provide coverage at the signalized intersections of Scope of Services Page A-65 Project Number: 60190 OCA Vanderbilt Beach road, Pelican Marsh Blvd/Tiburon Blvd., Pelican Marsh Elementary and at Curling Avenue. Carneras shall be installed on the proposed signal poles utilizing a 1-hook bracket as approved by the COUNTY. Separate poles for CCTV cameras are not included in this agreement. Mast Arm structural analysis review for placement of the CCTV camera at Vanderbilt Beach Road is not included in this agreement. The CONSULTANT will include appropriate pay items and notes in the Plans to include the vehicle detection system and coordinate with the COUNTY as needed. 33.11 Pole Elevation Analysis The CONSULTANT shall evaluate pole elevation requirements and design pole heights to meet the Project requirements including field of view; elimination of occlusion; site access for maintenance vehicles and personnel; access to pole mounted equipment, such as traffic detectors, and cabinets; and probability of lightning strike. 3112 Sign Panel Design Analysis — N/A 33.13 Quantities The CONSULTANT shall determine pay items and quantities and supporting documentation. 33.14 Cost Estimate 33.15 Technical Special Provisions and Supplemental Terms and Conditions 33.16 Other ITS Analyses — NIA 33.17 Field Reviews The CONSULTANT shall conduct a field review to identify necessary data for all elements of the project including, but not limited to, the following: • Existing ITS Field Devices as compared with the latest FDOT standards and COUNTY requirements • Device Make, Model, Capabilities, Condition / Age, Existence of SunGuide Software Driver ■ Condition of Structure(s), cabinets, and other above -ground infrastructure and devices • Type of Detection as Compared with Current COUNTY Standards • Underground Infrastructurc • Proximity of other utilities • Traffic Operations • Any other field reconnaissance as necessary to develop a complete ITS design package 33.18 Technical Meetings 33.19 Quality Assurance / Quality Control 33.20 Supervision 33.21 Coordination 34 INTELLIGENT TRANSPORTATION SYSTEMS PLANS Scope of Services Page A-66 Project Number: 60190 C;At] The CONSULTANT shall prepare a set oP ITS Plans in accordance with the FDOT Design .Manual that includes the following; 34.1 Key Sheet 34.2 General Notes I Pay Item Notes 34.3 Project Layout— NIA 34.4 Typical and Special Details The CONSULTANT shall prepare special details not addressed by MOT Standard Plans, including block diagrams, hub cabinets, wiring diagrams, solar power service, and special mounting details. 34.5 Plan Sheet The CONSULTANT shall prepare the ITS plan sheets to include all necessary information related to the project design elements. The plan sheets shall include general and pay itern notes and pay items. The plans shall depict the location of pull boxes, splice boxes, conduit runs and device locations with setbacks from the travel way. Devices shall be located by station and offset. 34.6 ITS Communications Plans 34.7 Fiber Optic Splice Diagrams The CONSULTANT shal I produce fiber optic cable splicing diagrams to show the connectivity of the fiber optic cable from its termini at field devices to the TMC. The diagrams shall denote new and existing fiber routes, splices, and terminations involved in the work. The diagrams shall identify cables by size, tube color / number and stand colors / numbers. All cables shall be identified either by numbering system identified either by numbering system identified on the }mans or by bounding devices. The diagrams shall denote the types of connectors in the patch panels. 34.8 Grounding and Lightning Protection Plans — N/A (Addressed in FDOT Standard Plans) The CONSULTANT shall include efforts to design a complete and reliable lightning protection design for each pole and associated devices, ITS device installation, as well as device cabinets and communications hubs, etc. if not already addressed in the FDOT's Standard flans. 34.9 Cross Sections 34.10 Guide Sign Work Sheets — NIA 34.1.1 Special Service Poinl 00-ails -- N/A 34.12 Strain Pole Schedule — NIA 34.13 Overhead I Cantilever Sign Structure — NIA 34.14 Other Overhead Sign Structures (Long Span, Monottibe, etc.) —N/A 34.15 Temporary Traffic Control Plans —NIA Scope of Services Page A-67 Project Number- 60190 ocm) 34.16 Interim Standards The CONSULTANT shall adhere to all FDOT's Interim Standards for as applications. 34.17 CIS Data and Asset Management Requirements — NIA 34.18 Quality Assurance / Quality Control 34.19 Supervision 35 GEMECI-INICAL The CONSULTANT shall be responsible for a complete geotechnical investigation. All work perforin.cd by the CONSULTANT shall be in accordance with FDOT and COUNTY 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 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, 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 what was originally shown in the investigation plan. The Soils Report shall contain a signed statement by the Geolechnical 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 `french 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), ground water 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. Roadway The CONSULTANT shall be ►esponsible for coordination of all geotechnical related F1 eld work activities. The CONSULTANT shall retain all samples until acceptance of the design -build criteria package. CONSULTANT shall perform specialized yield -testing as required by project needs and as directed in writing by the COUNTY's Project Manager. Scope of Services Page, Project Number, 60190 c•AIi 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's Project Manager. All laboratory testing and classification will be performed in accordance with applicable FDOT and COUNTY standards, ASTM Standards or AASHTO Standards, unless otherwise specified in the Contract Documents. 35.2 Develop Detailed Baring Location Plan Develop a detailed boring location plan. Meet with COUNTY 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 Stalce 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 PIan (TTCP). All work zone traffic control will be performed in accordance with FDOT Standard Plans Index 102series. 35.6 Drilling Access Permits Obtain all State, County, City, and Water Management District permits for performing geotechnical borings, as needed. 35.7 Property Clearances — NIA 35.8 Groundwater Monitoring Monitor groundwater, using pieiometers. 35.9 LBR / Resilient Modulus Sampling Collect Limerock Bearing Ratio (1,13R) samples at rate of 3 samples per mile and conduct LBR testing per FDOT specifications. 35.10 Coordination of Field Work Coordinate all field work 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 Scope of Services Page A-69 Project Number: 60190 r0 Determine design LBR values fi-om 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 ground water levels and estimate seasonal high ground water levels. Estimate seasonal low ground water levels. 35.15 Parameters for Water Retention Areas Calculate parameters for water retention areas, exfiltration trenches, and/or swabs. 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. 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 —N/A 35.20 Stormwater Volume Recovery and/or Background Seepage Analysis Provide geotechnical parameters to allow the drainage engineer to perform stormwater volume recovery analysis. 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 (e.g., 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 Prepare and submit the report in accordance with Section 3.2 of the FDDT Materials Manual: Flexible Pavement Coring and Evaluation. 35.23 Preliminary Roadway Report The purpose of the preliminary roadway report will be to assist in setting road grades and Scope of Services Page A-70 Project Number: 60190 'At! locating potential problems. Submit a preliminary roadway report before the 30% plans submittal, to 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 [Mans Indices 120-001 and 120-002, * The results of all rasps discussed in all previous sections regarding data interpretation and analysis. * An appendix that contains stratified soil boring profiles, laboratory test data sheets, sample eilabat)kment 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 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 WR 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. 3516 SPT Boring Drafting Draft SPT borings as directed by the COUNTY. Structures The CONSULTANT shall be responsible for coordination of all geotechnical related field work activities. The CONSULTANT shall retain all samples until acceptance of the design -build criteria package. CONSULTANT shall perform specialized field-testing as required by project needs and as directed in writing by the COUNTY's Project Manager. All Laboratory testing and classification will be performed in accordance with applicable FDOT and COUNTY standards, ASTM Standards or AASHTO Standards, Unless otherwise specified in the Contract Documents. The staff hour tasks for structt,rral foundations for box culverts, walls, mast arm signals, and other structures include the following: Scope of Services Page A-71 Project Number: 60190 'f , 35.27 Develop Detailed Boring Location Plan Develop a detailed boring location plan. Meet with COUNTY 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 FDOT 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 r NIA 35.32 Collection of Corrosion Samples Collect corrosion samples for determination of environmental cIassitications . 35,33 Coordination of Field Work Coordinate all field work 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 (BDR) —N/A 35.38 Detailed Analysis of Selected Foundation Alternate(s) NIA 35.39 Bridge Construction and 'Testing Recommendations — NIA 35.40 Lateral Load Analysis — NIA 35.41 Walls — OPTIONAL SERVICES (To be negotiated) 35.42 Sheet Pile Wall Analysis — OPTIONAL SERVICES (To be negotiated) Scope of Services Page A-72. Project Number. 60190 Q ,;I 35,43 Design Soil Parameters for Signs, Signals, High Mast Lights, and Strain Poles 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 — OPTIONAL SERVICES (To be negotiated) 35,45 Preliminary Report - Bridge and Associated Walls —N/A 35.46 Final Report - Bridge and Associated Walls — N/A 35.47 Final Reports -- Signals and Baffle Boxes 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 MOT or COUNTY Standard specifications. • 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 Fi-IWA check list, 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. The final report and special provisions will be signed and sealed by a Professional Engineer licensed in the State of Florida. These reports will be submitted to the COUNTY for review prior to project completion. After review by the COUNTY, the reports will be submitted to the COUNTY in anal form and will include the following: All original plan sheets (I I" x 17") One set of all plan and specification documents, in electronic format, according to COUNTY requirements • All reference and support documentation used in preparation of contract plans package 35.48 SPT Boring Drafting Prepare a complete set of drawings to include all SPT borings, auger borings and other pertinent soils info nation 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 MOT Soils and Foundations Handbook, 35.49 Other Geotechnical —N/A Scope ot.Services Page A-73 Project Number: 60190 OLA� 35.50 Technical Special Provisions and Supplemental Terms and Conditions — NIA 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 PROXECT REQU111EMENTS 37.1 Liaison OfTice 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 ICey 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 that describes the work performed on each task. 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. 37A 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 Supplemental Terms and Conditions, and plans as required by 1; DOT and COUNTY standards. 37.6 Computer Automation The project will be developed utilizing Computer Aided Drafting and Design (CADD) systems. Scope of Serviccs Page A-74 Project Number: 60190 ['r�t� It is the responsibility of the CONSULTANT to meet the requirements in the I+DOT's CARD Manual, The CONSULTANT shall submit final docuanents and files as described therein or as emended by this Scope of Services. 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. Scope of Services Page A-75 Project Number: 60190 SCHEDULE B BASIS OF COMPENSATION 1. MONTHLY STATUS REPORTS B.1.1. Asa condition precedent to payment, CONSULTANT shall submit to the COUNTY as part of its monthly invoice a progress report reflecting the Project status, in terms of the total work effort estimated to be required for the completion of the Basic Services and any authorized Additional Services, as of the last day of the subject monthly billing cycle. Among other things, the report shall show all Service items and the percentage complete of each item. 2. COMPENSATION TO CONSULTANT B.2.1. For the Basic Services provided for in this Agreement, the COUNTY agrees to make the payments to CONSULTANT in accordance with the terms stated below. Payments will be made in accordance with the following Schedule, however, the payment of any particular line item noted below shall not be due until services associated with any such line item have been completed or partially completed to the COUNTY's reasonable satisfaction. Lump sum payments will be made upon the percentage complete. In no event shall such Time and Materials compensation exceed the amounts set forth in the table below. Tasks/Item Description Lump Surn Time and Materials Not -To -Exceed 1 30% ❑esign Submittal $712,284.11 $ $ - 2 60% Design Submittal $525,378.05 3 90% Design Submittal $296,668.04 $ 4 Final Design Submittal $162,537.13 $ 5 3.8 Post Design Services $ $74,862.67 6 8.14 Preparation of Environmental Clearances and $ 62,595.00 $ Reevaluations (Optional Service) $ $ 7 27.10 Underground Utilities (SUE) (Optional Service) $ 65,675.00 $ $ $ Page 18 of 30 1'SA_CCNA Single Nujcct Agrceinatit 12.027_vcr. lj _ $ $ $ $ $ $ Total Lump Sum Fee $ 1,825,137.33 Total Time and Materials Fee $74,8�2.67 GRAND TOTAL FEE $1,9pp,ppp 13.2.2. 0* Time and Material Fees: The fees noted in Section 13.2.1. shall constitute the amounts to be paid to CONSULTANT for the performance of the Basic Services. Direct Labor Costs mean the actual salaries and wages (basic, premium and incentive) paid to CONSULTANT's personnel, with respect to this Project, Including all indirect payroll related costs and fringe benefits, all in accordance with and not in excess of the rates set forth in the Attachment 1 to this Schedule B. With each monthly Application for Payment, CONSULTANT shall submit detailed time records, and any other documentation reasonably required by the COUNTY, regarding CONSULTANT's Direct Labor Costs incurred at the time of billing, to be reviewed and approved by the COUNTY. There shall be no overtime pay without the COUNTY's prior written approval. B.2.2.1. Notwithstanding anything herein to the contrary, in no event may CONSULTANT's monthly billings, on a cumulative basis, exceed the sum determined by multiplying the applicable not to exceed task(s) limits by the percentage the COUNTY has determined CONSULTANT has completed such task as of that particular monthly billing. Page 19 of 34 PSA_CCNA $ingle Project Agreement [2022 ver.l ] CA 0) B.2.3. ❑■ * Lump Sum Fees: The fees noted in Section 2.1. shall constitute the lump sum amount to be paid to CONSULTANT for the performance of the Basic Services. There shall be no overtime pay without the COUNTY's prior written approval. B.2.3.1 CONSULTANT shall submit, with each of the monthly status reports provided for under Section B.1.1 of this Schedule B, an invoice for fees earned in the performance of Basic Services and Additional Services during the subject billing month. B.2.4. For Additional Services provided pursuant to Article 2 of the Agreement, if any, the COUNTY agrees to pay CONSULTANT a negotiated total fee and Reimbursable Expenses based on the services to be provided and as setforth in the Amendment authorizing such Additional Services. The negotiated fee shall be based upon the rates specified in Attachment 1 to this Schedule B and all Reimbursable Expenses shall comply with the provision of Section 3.4.1 below. There shall be no overtime pay on Additional Services without the COUNTY's prior written approval. 13.2.5. The compensation provided for under Section B.2.1 of this Schedule B, shall be the total and complete amount payable to CONSULTANT for the Basic Services to be performed under the provisions of this Agreement, and shall include the cost of all materials, equipment, supplies and out-of-pocket expenses incurred in the performance of all such services. 13.2.6. Notwithstanding anything in the Agreement to the contrary, CONSULTANT acknowledges and agrees that in the event of a dispute concerning payments for Services performed under this Agreement, CONSULTANT shall continue to perform the Services required of it under this Agreement, as directed by the COUNTY, pending resolution of the dispute provided that the COUNTY continues to pay to CONSULTANT all amounts that the COUNTY does not dispute are due and payable. 3. SCHEDULE OF PAYMENTS B.3.1. Notwithstanding anything herein to the contrary, the CONSULTANT shall submit no more than one invoice per month for all fees earned that month for both Basic Services and Additional Services. Invoices shall be reasonably substantiated, identify the services rendered and must be submitted in triplicate in a form and manner required by the COUNTY. B.3.1.1 Payments will be made for services furnished, delivered, and accepted, upon receipt and approval of invoices submitted on the date of services or within six (6) months after completion of contract. Any untimely submission of invoices beyond the specified deadline period is subject to non-payment under the legal doctrine of "laches" as untimely submitted. Time shall be deemed of the essence with respect to the timely submission of invoices under this Agreement. B.3.2_ Invoices not properly prepared (mathematical errors, billing not reflecting actual work done, no signature, etc.) shall be returned to CONSULTANT for correction. Invoices shall be submitted on CONSULTANT's letterhead and must include the Purchase Order Number and Project name and shall not be submitted more than one time monthly. B.3.3. Payments for Additional Services of CONSULTANT as defined in Article 2 hereinabove and for reimbursable expenses will be made monthly upon presentation of a detailed invoice with supporting documentation. B.3.4. unless specific rates have been established in Attachment 1, attached to this Schedule B, CONSULTANT agrees that, with respect to any subconsultant or subcontractor to be utilized by CONSULTANT for this Agreement or Additional Services, CONSULTANT shall be limited to a maximum markup of five percent (5%) on the fees and expenses associated with such subconsultants and subcontractors. &14.1 Reimbursable Expenses must comply with §112.061, Fla. Stat., or as set forth in the Agreement, be charged without mark-up by the CONSULTANT, and shall consist only of the following items: Page 20 oF30 PSA_CCNA Single Prajccl Agreement 12022_vcr. I ] 13.3,4.1,1. Cost for reproducing documents that exceed the number of documents described in this Agreement and postage and handling of Drawings and Specifications. B,3,4,1,2_ Travel expenses reasonably and necessarily incurred with respect to Project related trips, to the extent such trips are approved by the COUNTY. Such expenses, if approved by the COUNTY, may include coach airfare, standard accommodations and meals, all in accordance with §112M1, Fla. Stat. Further, such expenses, if approved by the COUNTY, may include mileage for trips that are from/to destinations outside of Collier or Lee Counties. Such trips within Collier and Lee Counties are expressly excluded. B.3.4.1.3. Permit Fees required by the Project. B.3.4.1.4. Expense of overtime work requiring higher than regular rates approved in advance and in writing by the COUNTY. B.3.4.1.5, Expense of models for the County's use. B.3.4.1.6. Other items on request and approved in writing by the COUNTY. B_3.4.1.7. The CONSULTANT shall bear and pay all overhead and other expenses, except for authorized reimbursable expenses, Incurred by CONSULTANT in the performance of the Services. 8,3.4.1.8. Records of Reimbursable Expenses shall be kept on a generally recognized accounting basis. 8_3.5. The CONSULTANT shall obtain the prior written approval of the COUNTY before incurring any reimbursable expenses, and absent such prior approval, no expenses incurred by CONSULTANT will be deemed to be a reimbursable expense. [END OF SCHEDULE B] REMAINDER OF PAGE INTENTIONALLY LEFT BLANK Page 21 of 34 PSA_CCNA Single Project Agreement j2022 vcr. I SCHEDULE B — ATTACHMENT 1 CONSULTANT'S HOURLY RATE SCHEDULE Title Principal Hourly Rate $ 238.00 Senior Project Manager $ 201.00 Project Manager $ 165.00 $ 175.00 Senior Engineer -- Engineer ^ $ 136.00 Senior Inspector $ 117,00 Senior Inspector 96.00 Senior Planner $ 164.00 Planner $ 130.00 Senior Designer $128.00 Designer 109.00 Environmental Specialist $ 120.00 Senior Environmental Specialist 156-00 Scientist/Geologist 115.00 Senior Scientist/Geolo ist $ 156.00 Senior GIS Specialist $ 149.00 GIS Specialist $ 114.00 Clerical/Administrative $ 73,00 Senior Technician $ 102.00 Technician $ 83.00 CARD Technician 95.00 Senior Landscape Architect $ 177.00 Landscape Architect $ 148.00 Marine Biolo ist/H dro eolo ist $ 133,00 Senior Marine Biola ist1H dro eolo ist - $169.010 Surveyor and Mapper $ 142.00 Survey Crew - 2 man $ 1 52,00 Survey Crew - 3 man $185.00 Surve Crew - 4 man $ 218,00 The above hourly rates are applicable to Time and Materials task(s) only. The above list may not be all inclusive. Additional hourly rates for other personnel may be added via an Amendment upon mutual agreement in advance and in writing by the parties. For Grant Funded Projects, the above hourly rates are for purposes of providing estimate(s), as required by the grantor agency. Page 22 of 30 PSA CCNA Single Projeol Agreement [2022_ver.I I l:A� SCHEDULE C PROJECT MILESTONE SCHEDULE Task/Item Description Number of Calendar Days For Completion of Task from Date of Notice to Proceed 1 30% Submittal 210 2 60% Submittal 380 3 90% Submittal 510 4 Final Submittal 720 5 3.8 Post Design Services 1330 6 8.14 Preparation of Environmental Clearances and Optional Service by NTP Reevaluations (Optional Service) 7 27.10 Underground Utilities (SUE) (Optional Service) Optional Service by NTP Page 23 of 30 PSA_CCNA Single Project Agrainunt [2022_m.11 CA(1 SCHEDULE o INSURANCE COVERAGE 1. The amounts and types of insurance coverage shall conform to the following minimum requirements with the use of Insurance Services Office (ISO) forms and endorsements or their equivalents. If CONSULTANT has any self -insured retentions or deductibles under any of the below listed minimum required coverages, CONSULTANT must identify on the Certificate of Insurance the nature and amount of such self -insured retentions or deductibles and provide satisfactory evidence of financial responsibility for such obligations. All self -insured retentions or deductibles will be CONSULTANT's sole responsibility. 2. The insurance required by this Agreement shall be written for not less than the limits specified herein or required by law, whichever is greater. 3_ Coverages shall be maintained without interruption from the date of commencement of the services until the date of completion and acceptance of the Project by the COUNTY or as specified in this Agreement, whichever is longer. 4. Certificates of insurance acceptable to the COUNTY shall be filed with the COUNTY within ten (10) calendar days after Notice of Award is received by CONSULTANT evidencing the fact that CONSULTANT has acquired and put in place the insurance coverages and limits required hereunder. In addition, certified, true and exact copies of all insurance policies required shall be provided to the COUNTY, on a timely basis, if requested by the COUNTY. Such certificates shall contain a provision that coverages afforded under the policies will not be canceled or allowed to expire until at least thirty (30) days prior written notice has been given to the COUNTY. CONSULTANT shall also notify the COUNTY, in a like manner, within twenty-four (24) hours after receipt, of any notices of expiration, cancellation, non -renewal or material change in coverages or limits received by CONSULTANT from its insurer, and nothing contained herein shall relieve CONSULTANT of this requirement to provide notice, In the event of a reduction in the aggregate limit of any policy to be provided by CONSULTANT hereunder, CONSULTANT shall immediately take steps to have the aggregate limit reinstated to the full extent permitted under such policy_ 5. All insurance coverages of the CONSULTANT shall be primary to any insurance or self- insurance program carried by the COUNTY applicable to this Project. 5, The acceptance by the COUNTY of any Certificate of Insurance does not constitute approval or agreement by the COUNTY that the insurance requirements have been satisfied or that the insurance policy shown on the Certificate of Insurance is in compliance with the requirements of this Agreement. 7. CONSULTANT shall require each of its subconsultants to procure and maintain, until the completion of the subconsultant's services, insurance of the types and to the limits specified in this Section except to the extent such insurance requirements for the subconsultant are expressly waived in writing by the COUNTY. S. Should at any time the CONSULTANT not maintain the insurance coverages required herein, the COUNTY may terminate the Agreement or at its sole discretion shall be authorized to purchase such coverages and charge the CONSULTANT for such coverages purchased. If CONSULTANT fails to reimburse the COUNTY for such costs within thirty (30) days after demand, the COUNTY has the right to offset these costs from any amount due CONSULTANT under this Agreement or any other agreement between the COUNTY and CONSULTANT. The COUNTY shall be under no obligation to Nibe 24 of 30 PSA_CCNA Single Prajmt Agreement I2022_ver.I I purchase such insurance, nor shall it be responsible for the coverages purchased or the insurance company or companies used. The decision of the COUNTY to purchase such insurance coverages shall in no way be construed to be a waiver of any of its rights under the Agreement. 9. If the initial, or any subsequently issued Certificate of Insurance expires prior to the completion of the services required hereunder or termination of the Agreement, the CONSULTANT shall furnish to the COUNTY, in triplicate, renewal or replacement Certificate(s) of Insurance not later than three (3) business days after the renewal of the policy(ies). Failure of the Contractor to provide the COUNTY with such renewal certificate(s) shall be deemed a material breach by CONSULTANT and the COUNTY may terminate the Agreement for cause_ Sections checked (❑■ ) are required by this Agreement. 10- d WORKERS' COMPENSATION AND EMPLOYERS' LIABILITY. Workers' Compensation and Employers' Liability Insurance shall be maintained by the CONSULTANT during the term of this Agreement for all employees engaged in the worts under this Agreement in accordance with the laws of the State of Florida. The amounts of such insurance shall not be less than: a. Worker's Compensation - Florida Statutory Requirements b. Employers' Liability - The coverage must include Employers' Liability with a minimum limit of $1,000,000 for each accident. The insurance company shall waive all claims rights against the COUNTY and the policy shall be so endorsed. 11. El' 12. ❑ shall be maintaiR Fe n i.-. 6L-,.e .. r�la+inn of 13. ■❑ COMMERCIAL GENERAL LIABILITY. A. Commercial General Liability Insurance, written on an "occurrence" basis, shall be maintained by the CONSULTANT. Coverage will include, but not be limited to, Bodily Injury, Property Damage, Personal Injury, Contractual Liability for this Agreement, Independent Contractors, Broad Form Property Damage including Completed Operations and Products and Completed Operations Coverage. Products and Completed Operations coverage shall be maintained for a period of not less than five (5) years following the completion and acceptance by the COUNTY of the work under this Agreement. Limits of Liability shall not be less than the following: Coverage shall have minimum limits of $1 000,000 Per Occurrence, $ 2,000,000 aggregate. B. The General Aggregate Limit shall apply separately to this Project and the policy shall be endorsed using the following endorsement wording. "This endorsement modifies insurance provided under the following: Commercial General Liability Coverage Part. The General Aggregate Limit under LIMITS OF INSURANCE applies separately to each of your projects away from premises owned by or rented to you." Applicable deductibles or self -insured retentions shall be the sole responsibility of CONSULTANT. Deductibles or self -insured retentions carried by the CONSULTANT shall be subject to the approval of the Risk Management Director or his/her designee. Page 25 of 30 PSA_CCNA Single Project Agreement [2022_ver. I 1 14. Coiner County Board of County Commissioners shall be listed as the Certificate Holder and included as an "Additional Insured" on the Insurance Certificate for Commercial Gene4 Liability where required. The insurance shall be primary and non-contributory with respect to any other insurance maintained by, or available for the benefit of, the Additional Insured and the Contractor's policy shall be endorsed accordingly. Contractor shall ensure that all subcontractors comply with the same insurance requirements that the Contractor is required to meet. 15. ❑ S Ibf'ONS II TANT in lima than the I !"_' I abilitY lirr.h_ e-h_.sur R #fi 6� !l$# �BSSA—crate,--�r,��vCi,,"'�;�reC{�^arvefa4��r1✓I 1gFa:+ol T Iv iri. q /l'.-.....## Coverage- h� ....rrir3r-1 thin f`flA1C'I II Thhli' r 1 6. „-imfa,�Liawity. Coverr'7ac, �'h-alI�PQFT8��ri+�-11,18vf-' I r IN of th 1 17. 7 BUSINESS AUTOMOBILE LIABILITY INSURANCE. Coverage shall have minimum limits of $1,000,000 Per Occurrence, Combined Single Limit for Bodily Injury Liability and Property Damage Liability. This shall include: Owned Vehicles, Hired and Non -Owned Vehicles and Employee Non -The ownership. 18. ❑ T-SCHISIGLOGY ERRORS a OMISSIONS INSURANCE. Gevefage�5hall have 20. ❑■ UMBRELLA LIABILITY. A. Umbrella Liability may be maintained as part of the liability insurance of the CONSULTANT and, if so, such policy shall be excess of the Employers' Liability, Commercial General Liability, and Automobile Liability coverages required herein and shall include all coverages on a "following form" basis, B. The policy shall contain wording to the effect that, in the event of the exhaustion of any underlying limit due to the payment of claims, the Umbrella policy will "drop down" to apply as primary insurance. 21. A❑ PROFESSIONAL LIABILITY INSURANCE. A. Professional Liability: Shall be maintained by the CONSULTANT to ensure its legal liability for claims arising out of the performance of professional services under this Agreement. CONSULTANT waives its right of recovery against COUNTY as to any claims under this insurance. Such insurance shall have limits of not less than $ 2,000,000 each claim and aggregate. B. Any deductible applicable to any claim shall be the sole responsibility of the CONSULTANT. Deductible amounts are subject to the approval of the COUNTY- C. The CONSULTANT shall continue this coverage for this project for a period of not less than five (5) years following completion and acceptance of the Project by the COUNTY. D. The policy retroactive date w111 always be prior to the date services were first performed by CONSULTANT or the COUNTY, and the date will not be moved forward during the term of this Agreement and for five years thereafter. CONSULTANT shall promptly submit Certificates of Page 26 of 30 PSA CCNA Single Project Agreemcnl {2022_vor.I I Insurance providing for an unqualified written notice to the COUNTY of any cancellation of coverage or reduction in limits, other than the application of the aggregate limits provision_ In addition, CONSULTANT shall also notify the COUNTY by certified mail, within twenty-four (24) hours after receipt, of any notices of expiration, cancellation, non -renewal or material change in coverages or limits received by CONSULTANT from its insurer. In the event of more than a twenty percent (20%) reduction in the aggregate limit of any policy, CONSULTANT shall immediately take steps to have the aggregate limit reinstated to the full extent permitted under such policy. CONSULTANT shah promptly submit a certified, true copy of the policy and any endorsements issued or to be issued on the policy if requested by the COUNTY. 22. VALUABLE PAPERS INSURANCE. In the sole discretion of the COUNTY, CONSULTANT may be required to purchase valuable papers and records coverage for plans, specifications, drawings, reports, maps, books, blueprints, and other printed documents in an amount sufficient to cover the cost of recreating or reconstructing valuable papers or records utilized during the term of this Agreement. 23. PROJECT PROFESSIONAL LIABILITY. A. If the COUNTY notifies CONSULTANT that a project professional liability policy will be purchased, then CONSULTANT agrees to use its best efforts in cooperation with the COUNTY and the COUNTY's insurance representative, to pursue the maximum credit available from the professional liability carrier for a reduction in the premium of CONSULTANT's professional liability policy. If no credit is available from CONSULTANT's current professional policy underwriter, then CONSULTANT agrees to pursue the maximum credit available on the next renewal policy, if a renewal occurs during the term of the project policy (and on any subsequent professional liability policies that renew during the term of the project policy). CONSULTANT agrees that any such credit will fully accrue to the COUNTY. Should no credit accrue to the COUNTY, the COUNTY and CONSULTANT, agree to negotiate in good faith a credit on behalf of the COUNTY for the provision of project -specific professional liability insurance policy in consideration for a reduction in CONSULTANT's self -insured retention and the risk of uninsured or underinsured consultants. B. The CONSULTANT agrees to provide the following information when requested by the COUNTY or the COUNTY's Project Manager: 9 . The date the professional liability insurance renews. 2. Current policy limits. 3. Current deductiblestself-insured retention, 4. Current underwriter. 5. Amount (in both dollars and percent) the underwriter will give as a credit if the policy is replaced by an individual project policy. 6. Cost of professional insurance as a percent of revenue. T Affirmation that the design firm will complete a timely project errors and omissions application. C. If the COUNTY elects to purchase a project professional liability policy, CONSULTANT to be insured will be notified and the COUNTY will provide professional liability insurance, naming CONSULTANT and its professional subconsultants as named insureds. [END OF SCHEDULE D] Page 27 of 30 PSA_CCNA Singlc Ihn,ject Agreemcnl [2022_ver. ky C:14�1 SCHEDULE E TRUTH IN NEGOTIATION CERTIFICATE In compliance with the Consultants' Competitive Negotiation Act, Section 287.055, Florida Statutes, KISINGER CAMPO & ASSOCIATES CORP. (company's name) hereby certifies that wages, rates and other factual unit costs supporting the compensation for the services of the CONSULTANT to be provided under the Professional Services Agreement, concerning " DESIGN SERVICES FOR AIRPORT ROAD WIDENING "project" is accurate, complete and current as of the time of contracting. BY: Z�zl �1( TITLE: CEO / President DATE: November 30, 2022 Page 28 of 30 PSA_CCNA Single Project Agreement [2022_ver.I] 0 SCHEDULEF KEY PERSONNEL Name Personnel CateygoN Percentage of Time Richard Harrison PE Principal 5 Fathy Abdalla PE Senior Pro ect Manager 10 Deborah Hernandez PE Senior Proiect Manager 5 Josh Robinson, PE Senior Proiect Mana er 5 John Mazeres, PE Senior Proiect Manager 5 Adrienne Wisdom PE Project Manager 30 Jason Labarbara PE Senior En ineer 5 Brian Rose PE Senior Engineer 30 Jesse Gill PE Engineer 50 Lucio Martinez PE Engineer 30 Courtney Richards, PE Engineer 30 Martin Horwitz Senior Environmental Specialist 20 Nicole Selty Senior Environmental Specialist 10 Catie Neal Senior Environmental Specialist 20 Page 29 of 30 PSA_CCNA Single Project Agrceme L [2022_vor. I) 9 SCHEDULE C Other: Grant Certifications and Assurances (Description) following this page (pages through 10 ❑ this schedule is not applicable Page 30 of 30 PSA C.CNA Single Project Agreement E2022_ver. I EXHIBIT t.A STATE CONTRACT PROVISIONS FLORIDA DEPARTMENT OF TRANSPORTATION CSFA 55.008 The supplemental conditions contained in this section are intended to cooperate with, to supplement, and to modify the general conditions and other specifications. In cases of disagreement with any other section of this contract, the Supplemental Conditions shall govern, Contractor means an entity that receives a contract. The services performed by the awarded Contractor shall be in compliance with all applicable grantor regulations/requirements, and additional requirements specified in this document. It shall be the awarded Contractor's responsibility to acquire and utilize the necessary manuals and guidelines that apply to the work required to complete this project. In general, 1) The contractor (including all subcontractors) must insert these contract provisions in each lower tier contracts (e.g., subcontract or sub -agreement); 2) The contractor (or subcontractor) must incorporate the applicable requirements of these contract provisions by reference for work done under any purchase orders, rental agreements and other agreements for supplies or services; 3) The prime contractor Is responsible for compliance with these contract provisions by any subcontractor, lower -tier subcontractor or service provider. 1'(:I'-t EXHIBIT I.A Records Retention and Access STATE GONTIZAC-' lROVISIONS CONTRACT PROVISIONS The contractor and all subcontractors shall maintain and retain sufficient records demonstrating its compliance with the terms of the Agreement for a period of at least five (5) years after final payment is made and shall allow the County, the Florida Department of Transportation (FDOT), or its designee's access to such records upon request, The contractor agrees to comply with 20.055(5) F.S. and incorporate in all its subcontractors the obligations to comply with 20,055(5)F.S to cooperate with the inspector general in any investigation, audit, inspection, review, or hearing pursuant to this section. Restrictions, Prohibitions, Controls and Labor Provisions: a. A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid on a contract to provide any goods or services to a public entity; may not submit a bid on a contract with a public entity for the construction or repair of a public building or public work; may not submit bids on leases of real property to a public entity; may not be awarded or perform work as a contractor, supplier, subcontractor or consultant under a contract with any public entity; and may not transact business with any public entity in excess of the threshold amount provided in Section 287.017, Florida Statutes, for CATEGORY TWO for a period of 36 months from the date of being placed on the convicted vendor list, b. In accordance with Section 287.134, Florida Statutes, an entity or affiliate who has been placed on the Discriminatory Vendor List, kept by the Florida Department of Management Services, may not submit a bid on a contract to provide goods or services to a public entity; may not submit a bid on a contract with a public entity for the construction or repair of a public building or public work; may not submit bids on leases of real property to a public entity; may not be awarded or perform work as a contractor, supplier, subcontractor or consultant under a contract with any public entity; and may not transact business with any public entity. c. An entity or affiliate who has had its Certificate of Qualification suspended, revoked, denied or have further been determined by the FDOT to be a non -responsible contractor may not submit a bid or perform work for the construction or repair of a public building or public work on a contract with the Recipient. d. No funds received pursuant to this Agreement may be expended for lobbying the Florida Legislature, judicial branch, or any state agency, in accordance with Section 216.347, Florida $1atutes. e. The Department shall consider the employment by any contractor of unauthorized aliens a violation of Section 274A(e) of the Immigration and Nationality Act, If the contractor knowingly employs unauthorized aliens, such violation will be cause for unilateral cancellation of this Agreement. f. The Contractor shall: i. Utilize the U.S. Department of Homeland Security's E-Verify system to verify the employment eligibility of all new employees hired by the Recipient during the term of the contract; and ii. Expressly require any subcontractors performing work or providing services pursuant to the state contract to likewise utilize the U.S. Department of Homeland Security's E-Verify system to verify the employment eligibility of all new employees hired by the subcontractor during the contract term. g. The contractors and subcontractors to comply with all federal, state, and local laws and regulations applicable to this Project. I: C P-2 Ii E7CHf Bl'r I .A Indemnification STATE CONI"RAC'I' PROVISIONS "To the extent provided by law the Recipient's contractor/consultant shall indemnify, defend, and hold harmless the Recipient and the State of Florida, Department of Transportation, including the Department's officers, agents, and employees against any actions, claims, or damages arising out of, relating to, or resulting from negligence or wrongful act(s) of the contractor or consultant or any of b otticers, agents or employees, acting within the scope of their office or employment, in connection with the rights granted to or exercised by the contractor or consultant hereunder, to the extent and within the limitations of Section 768 28, Florida Statutes. The foregoing indemnification shall not constitute a waiver of sovereign immunity beyond the limits set forth in Florida Statutes, Section 768.28, Nor shall the same be construed to constitute agreement by the contractor or consultant to indemnify the Recipient for the negligent acts or omissions of the Recipient, its officers, agents, or employees, or third parties. Nor shelf the same be construed to constitute agreement by the contractor or consultant to indemnify the Department for the negligent acts or omissions of the Department, its officers. agents, or employees, or third parties. This indemnification shall survive the termination of this Agreement." Conflict of Interest FOOT Conflict of Interest procedures are applicable to this contract. Miscellaneous Provisions The County's contractors, subcontractors, consultants, and subconsuitants are not agents of The Florida Department of Transportation as a result of this contract. FC)P-3 ('All EXHIBIT 1.13 GRANT CERTIFICATIONS AND ASSURANCES GRANT CERTIFICATIONS AND ASSURANCES THE FOLLOWING DOCUMENTS NEED TO BE RETURNED WITH SOLICIATION DOCUMI N,rs BY DEADLINE TO BE CONSIDERED RESPONSIVE 1. Certification Regarding Debarment, Suspension, and Other Responsibility Matters - Primary Covered Transactions 2. Conflict of Interest 3, Anticipated DBE, M/WBE or VETERAN Participation Statement 4. Opportunity List for Commodities and Contractual Services and Professional Consultant Services S. Acknowledgement of Grant Terms and Conditions G C A - 1 ��;� EXHIBIT 1.13 GRANT CERTIFICATIONS AND ASSURANCES COLLIER COUNTY Certification Regarding Debarment, Suspension, and Other Responsibility Matters Primary Covered Transactions (1) The prospective primary participant certifies to the best of its knowledge and belief, that it and its principals: (a) Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from covered transactions by any Federal depatlment or agency; (b) Have not within a three-year period preceding this proposal been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State or local) transaction or contract under a public transaction; violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property; (c) Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity (Federal, State or local) with commission of any of the offenses enumerated in paragraph (1)(b) of this certification; and (d) Have not within a three-year period preceding this application/proposal had one or more public transactions (Federal, State or local) terminated for cause or default. (2) Where the prospective primary participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. Thomas Shaw, PE Name Sr. VP/Director of Production Title Kisinger Campo & Associates, Corp. Firm Airport Road Widening I RPS No. 21.7862 Project Name FPID: 44044 1 -1 Project Number 59-1677145 Tax ID Number 085089126 DUNS Number 201 North Franklin Street, Suite 400, Tampa, FL 33602 Street Address, City, State, Zip Signatilrel GCA - 2 0 EXHIBIT 13 GRANT CERTIFICATIONS AND ASSURANCES COLLIER COUNTY Conflict of Interest Certification RPS No. 21-7862 Collier County Solicitation No. I, Thomas Shaw, PE , hereby certify that to the best of my knowledge, neither I nor my spouse, dependent child, general partner, or ,any organization for which I am serving as an officer, director, trustee, general partner or employee, or any person or organization with whom I am negotiating or have an arrangement concerning prospective employment has a financial interest in this matter. I further certify to the best of my knowledge that this matter will not affect the financial interests of any member of my household. Also, to the best of my knowledge, no member of my household; no relative with whom 1 have a close relationship; no one with whom my spouse, parent or dependent child has or seeks employment; and no organization with which I am seeking a business relationship nor which I now serve actively or have served within the last year are parties or represent a party to the matter. I also acknowledge my responsibility to disclose the acquisition of any financial or personal interest as described above that would be affected by the matter, and to disclose any interest 1, or anyone noted above, has in any person or organization that does become involved in, or is affected at a later date by, the conduct of this matter. Thomas Shaw, PE Name Sr. Vice PresidentlDirector of Production 07/01/2021 Position Date Privacy Act Statement Title i of the Ethics in Government Act of 1978 (5 U.S.C. App.), Executive Order .12674 and 5 CFR Part 2634, Subpart I require the reporting of this information. The primary use of the information on this form is for review by officials of The Justice Department to determine compliance with applicable federal conflict of interest laws and regulations. Additional disclosures of the information on this report may be made: (1) to a federal, state or local law enforcement agency if the Justice Department becomes aware of a violation or potential violation of law or regulations; (2) to a court or party in a court or federal administrative proceeding if the government is a party or in order to comply with a judge -issued subpoena; (3) to a source when necessary to obtain information relevant to a conflict of interest investigation or decision; (4) to the National Archives and Records Administration or the General Services Administration in records management inspections; (5) to the Office of Management and Budget during legislative coordination on private relief legislation; and (6) in response to a request for discovery or for the appearance of a witness in a judicial or administrative proceeding, if the information is relevant to the subject matter, This confidential certification will not be disclosed to any requesting person unless authorized by law. See also the OGrE{GOUT-2 executive branch -wide Privacy Act system of records. GCA-3 KCA I & ASl aOC [AT EO Design Services for Airport Road Widening I RPS No.. 21-7862 1 Tab 5 111 t< as;oc�hrf� p COLLIER COUNTY ANTICIPATED DISADVANTAGED, MINORITY, WOMEN OR VETERAN PARTICIPATION STATEMENT Status will be verified. Unverifable statuses will require the Vendor/Prime Contractor to either provide a revised statement or provide source documentation that validates a status. Contractor means an entity that receives a contract. A. VENDOR/PRIME CONTRACTOR INFORMATION PRIME NAME PMIMI I i IL? NUMBI.M CONTRACT DOLLAR AMOUNT Kisinger Campo & Associates, Corp. 59-1677145 IS THE PRIME A FLORIDA-CERTIFIED DISADVANTAGED, VETERAN? Y IS THE ACTIVITY OF THIS CONTRACT, MINORITY OR WOMEN BUSINESS ENTERPRISE DBE? y N CON$TRUCTION? Y (DBE/MBE/WBE)? OR HAVE A SMALL DISADVANTAGED BUSINESS SA CERTIFICATION FROM THE SMALL BUSINESS MBE? Y N CONSULTATION? Y N ADMINISTRATION? OR ASFRVICE DISABLED VETERAN? VVBE? Y N OTHER? @ N SDB BA? v tS THIS SUBMISSION A REVISION? Y N IF YES, REV#SIGN NUMBER- B. IK PRIME HAS SUBCONTRACTOR OR SUPPLIER WHO IS A DISADVANTAGED MINORITY, WOMEN -OWNED, SMALL BUSINESS CONCERN OR SERVICE DISABLED VETERAN, PRIME IS TO COMPLETE THIS NEXT SECTION DOE, MBE, WOE SUBCONTRACTOR OR SUPPLIER TYPE OF WORK OR ETHNICITY CODE PERCENT OF CONTRACT VET, SMBSA NAME SPECIALTY (See Below) DOLLARS W/M/DBE Archaeological Consultants, Inc. Cultural NMW 1% Resources MBE Tierra, Inc. Geotechnlcal HA �o DBE/VET David M. Jones, Jr. & Associates, Landscape I D Inc. Architecture TOTALS: I C. SECTION TO BE COMPLETED BY PRIME VENDOR/CONTRACTOR NAME OF SUBMITTER DATE TITLE OF SUBMITTER Thomas Shaw, PE 07/01/2021 Sr. VP/Director of Production Klsinger Campo & Associates, Corp. EMAIL ADDRESS OF PRIME [SUBMITTER) TELEPHONE NUMBER FAX NUMBER marketing@kcaeng.com 813,871.5331 813.871.5135 NOTE: This Information i5 used to track and report anticipated DBE or MBE participation in federally -funded contracts. The anticipated DBE or M BE amount is voluntary and will not become part of the contractual terms. This form must be submitted at time of response to a wllcitation. If and when awarded a County contract, the prime will be asked to update the Information for the grant compliance files. (CITY BlackAmerlcan GA Hispanic American HA NativeAmerican NA Subcont. Asian American SAA Asian -Pacific American APA N01I Minority Women NMW Other, not of any other group listed O I D. SECTION TO BE COMPLETED BY COLLIER COUNTY DE-PAlt.t'MFNI NAML I CQLLIERCONI'RACI #(IFIVRFPurPO/RECI I (_' iMNl PROGRAM/CONTRACT BY: DATE EXHIBIT 1.13 GRANT CERTIFICATIONS AND ASSURANCES COLLIER C04J14rYG1L6NT COA4PLIANCE 1`0V.1 PID OPPORTUNITY LIST FOR COMMODITIES AND CONTRACTUAL SERVICES AND PROPESS1014AL CONSULTANT SERVICES it is the Poky of Calller County that disadwrrtageed businesses and mivarhy wendors, dJ 44ned In tht Cod&of Federd) Rtrqufatlons l or fforido Statutes IFS), recast hove the Pp pGrTan+tv to rSpRitipate as contracts wTthfederorarad/or stare Qrant assistance, PrimeCcintractorfPrime Consultant: KiSinA6P Campo & Assuyhite5, Corp. Address and PhoneNumtser. 20I N. Franklin Street, Sui(c 400, Ta nion, f I, 3360218 13.871.533 1 Procurement Number/AduertisementNumber: ItI'S No..21-78621 FPID: 44044 1 -1 The list below is intended to be a listing of Firms that are, or ammpting to, partir•ipate on the project numbered ahm,@, The list must Include the firm bidding or gaoling as prime, as well as subs and suppliers quoting for participation. Prime contractors a nd consurtants must provide information for Numbers 1, 2, 3, and A; and, s hvuld prOvidB any information they has+e for Numbers 5, 6, 7, and a. This farm must be submitted with the bits patkagte. 1, rederal Ta7r ID Number: H-1677145 6. DBE B. Annual Gross Receipts 2, Frrm Name: Kissl Campo & Associates, Corp. x Non -DBE Less than 51 million 3. Phone slumber. 813.871.5331 aetvreen s 1-5 n0lon .i- Address 201 N Franklin Street Between $ 5-11) million Suite 400 7, subcontractor Between $10-15 millon Tampa,FL33602 subconsultant e x More than $15mlilion S. Year Ill Established: 1976 1, Federal Tax ID Number: 59-1712538 6- I x I DBE a. Annual Grpn Avceipts a. Firm Name: Archaeological Consultants, Inc. III----111 1`40n,DSE Lam than S I mdtlon 3. Phone Rum 941.379.6206 x Between $ i-5 n0ion a- AddflSi 8110 Bill Court, Suite A Between $ SAG mikion Sarasota, FL 34240 7- subcontractor El aetvYeen S 10-15 MlIlion subconsuhant More than $15 million 5. Year Frrm Estal:Ai : 1976 i. Federal Tax 10Number 59-211306Y 6,1--1 DBE p. Annual Gross Receipts i_ firm Name: David M, Jones, A and Assm, Inc. Nan -DOE k Less than 5 1 million 3. Phone Number: 239337.5525 Between 5 1-5 million 3. Address 2221 McGreqor Boulevard Between S 540 million FI, Myers, FL 33901 7,F] nt sutxoractor Between 5 i,o-is million 5ubconiultant more than S 15mil lion 5. year Firm Established: 19.01 I. Federal Tax ID Number: 82-4321976 B. DBE A. Annual Gross MKOipts 1. Firm Name: 1.l Rooks & Assooiales LLC x Nan-nBE � Less than 51 mil lion 3. Phone Num be r. 813 752 2113 Between $ 1-5 million a-'Sddress 106 NW Drane Street x Between $ 5-10 million Plant City, FL 33563 7. SukKenlractor Between $ 10-15 million subconsultant a More than $ is million 5- Year Firm Established: 2018 GCA 5 Cot) EXHIBIT 13 Continued GRANT CERTIFICATIONS AND ASSURANCES CdLLiEp CoUliry 6RANT COMPLIANCE FOPM PID OPPORTURITY LIST FOR COMMODITIES AND CONTRACTUAL SERVICES AND PROFESSIONAL CONSULTANT SERVICES it is ttre Policy of Coiher County rhat and minority vendors, os deffaM in the Code of Rrtkral lTepuiatlans (CrR) or Ploritte s7erutes FS must hoye Me oppiarrumfly to omit' ore err contretrs witi, adenptgndJorState rant=Vxtenci. Primecontractor/PrimeConsultant: Kisin ur Campo cSC' Associates Cori), Address and Phone Number: 201 N. Franklin 5treer. Suite 400. Trtmnn. FL 3a602/813.871.5331 Procurement Number/Addertisemem Number: RPS No. 21-78621 F131D: 440441.1 The list below is intended to he a listing of firms that are, or attempting to, participate on the project numbered above. The list must indude the firm bidding or quoting as prime, as well as subs and suppliers quoting for pa niclpatlon. Prime contractors and consultants must provida information for Numpers 1, 2, 3, and 4; and, should Provide any tttforcnatlan they hive far Numbers 5, 6, 7, and 8. This form must be submitted with the bid package. 1, Federal Tax 10 Number: 84-2356040 6. DBE a. Annual Gross ReCoiptt 2. Fum Name: 72 LIES. Inc. d/b/a T2 Utility Enaineets x Non -DBE Less than S 1 million 5. Phone tramper. 239.277.0722 Between 1-5 million d. Addles Zip Drive l awmen S 5-10 million 16570 Ft Myers, FL 33905 7. subcontractor Between 510-15 million y( subcowuhant x More than $ i5 million 5. Year Firm established. 2019 i. i ederal Tax ID Number: 59-3154723 6. H DBE a, Annual Gross Receipts 2, Finn Nama: Tierra, Inc;, 7( Nan -DBE Less than $ 1 miliion 3. Phone Number: 819.989.1354 Between $1-5 million 4_ address _ 7351 Temple Terrace Highway Between $ 3-10 mOlon Tampa, FL 33637 SkLbCOntractVr Between S 10-15 miAlon USubcoro ulant L.x More than $ 15 million 5. Year Firm Mablished: 1992 1. Federal Tax 10 Number, 6. D6E & Annual Gross Recespt5 2. Firm Flame: Nan -DBE less than $ 1 mil lion 3, Phone Number. Between $1-5 million d. Address rietvreen 5 5-10 million 7. Between $ 10-15 million B5ubcontraCt4T Subcansuftant more thin 5 ismJlion 5_ Year Firm established: i_ Federal Tax t0 Plumber 6. S. AMAU21 Grass RROipts 2_ Firm Name: [3DOE Nan -DBE Less than 5 1 and lion 3. Phone Number Between $ 1-5 million 4. Addiess Between S 5-lo m;flim 7_R Suhtontractor Between 5 10-15 million subcom ultant Mare than $ 15 million 5. Year Firm Established GCA - 5 0 EXHIBIT LB GRANT CERTIFICATIONS AND ASSURANCES COLLIER COUNTY Acknowledgement of Terms, Conditions and Grant Clauses Flow Down of'Terms and Conditions from (lie Grant Agreement Subcontracts: If the vendor subcontracts any of the work required under this Agreement, a copy of the signed subcontract must be available to the Department for review and approval, The vendor agrees to include in the subcontract that (1) the subcontractor is bound by the terms of this Agreement, (ii) the subcontractor is bound by all applicable state and federal laws and regulations, and (iii) the subcontractor shall hold the Department and Recipient harmless against all claims of whatever nature arising out of the subcontractor's performance of work tinder this Agreement, to the extent allowed and required by law. The recipient shall document in the quailerly report the subcontractor's progress in performing its work under this agreement. For each subcontract, the Recipient shall provide a written statement to the Department as to whether the subcontractor is a minority vendor as defined in Section 288.703, Fla. Stat. Certification On behalf of my firm, I acknowledge, and agree to perform all of the specifications and grant requirements identified in this solicitation doeumcnt(s). VendorlContractor Name Kisinger Campo & Associates, Corp. hate 0710112021 Authorized Signature Address 201 North Franklin Street, Sulte QO, Tampa, FL 33602 Sol icitation/Contract # IMPS No. 21-7862 Thomas Shaw, PE, Sr. VP/Director of Production GCA - 6 (A_(?