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#21-7831 (Jacobs Engineering Group, Inc.)
PROFESSIONAL SERVICES AGREEMENT Contract # 21-7831 for " PINE RIDGE ROAD CORRIDOR IMPROVEMENTS 1; THIS AGREEMENT is made and entered into this IZr day of J✓1 y , 20 22 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 Jacobs Engineering Group Inc. authorized to do business in the State of Florida, whose business address is 1999 Bryan Street, Dallas, TX 75201 (hereinafter referred to as the "CONSULTANT" and/or "CONTRACTOR"). WITNESSETH: WHEREAS, the COUNTY desires to obtain the professional services of the CONSULTANT concerning PINE RIDGE ROAD CORRIDOR IMPROVEMENTS (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. Page 1 of 30 PSA_CCNA Single Project Agreement[2022_ver.1] C50 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 Joe Martin, 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: PublicRecordRequest(cr�colliercountyfl.gov The Contractor must specifically comply with the Florida Public Records Law to: Page 2 of 30 PSA_CCNA Single Project Agreement[2022_ver.1] 1. Keep and maintain public records required by the public agency to perform the service. 2. 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 CONSULTANT's non-performance whether or not the COUNTY obtained substitute performance. 1 .10. 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 PSA_CCNA Single Project Agreement[2022_ver.I J 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 83/90). 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 - EOP, 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: (i) 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 Project Agreement[2022 ver.l] 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 PSA_CCNA Single Project Agreement[2022_ver.l] C19 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 not 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 6 of 30 PSA_CCNA Single Project Agreement[2022_ver.l] (AO 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 B, 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. I I 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 other technical data, other than working papers, prepared or developed by or for CONSULTANT 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. Page 7 of 30 PSA_CCNA Single Project Agreement[2022_ver.1] 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 of 30 PSA_CCNA Single Project Agreement[2022_ver.1] 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 insurance 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 of 30 PSA_CCNA Single Project Agreement[2022_ver.1] tit., 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. 10.4. 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 Project Agreement 12022_ver.I] 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 Certificate, 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 11 of 30 PSA_CCNA Single Project Agreement[2022_ver.I] €::;) J 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 Management Services Division Director: Trinity Scott Address: 2885 Horseshoe Dr. S Naples, FL 34104 Administrative Agent/PM: Mario Puente, PM Telephone: 239) 252-5828 E-Mail(s): Mario.Puente a(�,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: Jacobs Engineering Group, Inc. Address: 5801 Pelican Bay Blvd.Ste 505 Naples, FL 34108 Page 12 of 30 PSA_CCNA Single Project Agreement[2022_ver.1] 4� Attention Name & Title: EIIen.B. Patterson, VP/ Bill Gramer, Project Manager Telephone: (561) 914-0192 / (239) 431-9222 E-Mail(s): EIIen.PattersonAjacobs.com / Bill.Gramerjacobs.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 F KEY PERSONNEL Schedule G Other: N/A Solicitation # 21-7831 , including all Attachment(s), Exhibit(s) & Addendum Consultant's Proposal Page 13 of 30 PSA_CCNA Single Project Agreement[2022_ver.I] ICA'. 17.10. Grant Funded Projects (only applicable to Grant funded projects): 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 AGREEMENT/PUBLIC 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 E. 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 Single Project Agreement[2022_ver.1] 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 fail 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 30 PSA_CCNA Single Project Agreement[2022_ver.1] C,A.0 IN WITNESS WHEREOF, the parties hereto have executed this Professional Services Agreement the day and year first written above. ATTEST: BOARD OF COUNTY COMMISSIONERS FOR COLLIER COUNTY, FLORIDA Crystal K.Kinzel, Clerk of the Circuit Court and GoMptrollerCej I c;::ZQZ) By. Y %t\.4r. . - >� By; r' '.�, Willi./ L. McDaniel Jr. Date: Chairman Attestas to-.CtiairmaJ signature Q:nIYA Approved as to For and. Legality: 2. County Attorney Name Consultant: Consultant's Witnesses: JACOBS ENGINEERING GROUP INC. y. 2-fai..1 i.ciieim.: Witness IP1v� A 1 Filgo, Farr c`r/h fie! \kelfL, GL E?'C"-,),(1 )v C.e 9c,ef k Cs.o,(L ' Name and Title Name and Title Stenti la s%er-- �W tness �1 fe. ey. Mill.'/1 OSS4. Name and Title Page 16of30 e PSA_CCNA Single Project Agreement f2022_ver.II SCHEDULE A SCOPE OF SERVICES 1 following this page (pages through $1 ) Page 17 of 30 -� PSA_CCNA Single Project Agreement[2022_ver.I]e) SCHEDULE A SCOPE OF SERVICES FOR RPS NO. 20-7831 PINE RIDGE ROAD CORRIDOR IMPROVEMENTS PROJECT COUNTY PROJECT NO: 60201 Page A-2 Pro ect Number: 60201 OCAO Scope of Services g J TABLE OF CONTENTS 1 PURPOSE 5 2 PROJECT DESCRIPTION 7 3 PROJECT COMMON AND PROJECT GENERAL TASKS 21. 4 ROADWAY ANALYSIS 28 5 ROADWAY PLANS 32 6a DRAINAGE ANALYSIS 34 6b DRAINAGE PLANS 37 7 UTILITIES 37 8 ENVIRONMENTAL PERMIT'S and ENVIRON.MINTAI.., CLEARANCES 40 9 STRUCTURES - SUMMARY AND MISCELI..ANEOUS TASKS AND DRAWINGS 44 10 STRUCTURES -BRIDGE DEVELOPMENT REPORT—N/A 45 11. STRUCTURES -TEMPORARY BRIDGE—N/A 45 12 STRUCTURES - SHORT SPAN CONCRETE BRIDGE—N/A 45 13 STRUCTURES - MEDIUM SPAN CONCRETE BRIDGE—N/A 45 14 STRUCTURES - STRUCTURAL STEEL BRIDGE—N/A 45 15 STRUCTURES - SEGMENTAL CONCRETE BRIDGE—N/A 45 16 STRUCTURES - MOVABLE SPAN -N/A 45 17 STRUCTURES - RETAINING WALLS 45 18 STRUCTURES - MISCELLANEOUS 46 19 SIGNING AND PAVEMENT MARKING ANALYSIS 48 20 SIGNING AND PAVEMENT MARKING PLANS 49 21 SIGNAI..,IZATION ANALYSIS 49 22 SIGNALIZATION PLANS 53 23 LIGHTING AN.A.L,YSIS 54 24 LIGHTING PLANS 56 25 LANDSCAPE ANALYSIS 56 26 LANDSCAPE PLANS—N/A 57 27 SURVEY 57 28 PHOTOGRAMMETRY (713D) 62 Scope of Services Page A-3 Project Number: 60201 ( ) 29 MAPPING 62 30 TERRESTRIAL MOBILE LiDAR (TBD) 64 31 ARCHITECTURE DEVELOPMENT—N/A 64 32 NOISE BARRIERS IMPACT DESIGN ASSESSMENT—N/A 64 33 INTELLIGENT TRANSPORTATION SYSTEMS ANALYSIS 64 34 INTELLIGENT TRANSPORTATION SYSTEMS PLANS 69 35 GEOTECHNICAL 71 36 3D MODELING—N/A 79 37 PROJECT REQUIREMENTS 80 Scope of Services Page A-4 Project Number: 60201 SCOPE OF SERVICES FOR CONSULTING ENGINEERING SERVICES HIGHWAY AND BRIDGE/STRUCTURAL DESIGN This Schedule A forms an integral part of the agreement between the Collier County Board of County Commissioners (hereinafter referred to as the COUNTY) and Jacobs Engineering Inc. (hereinafter referred to as the CONSULTANT) relative to the transportation facility described as follows: County Project Number: 60201 Related FDOT FPID(s): N/A Federal Aid Project No.: N/A Project Description: Pine Ridge Road Corridor Improvements Project, Collier County Bridge No(s).: N/A Railroad Crossing No.: N/A Context Classification: C4-Urban General 1 PURPOSE The purpose of this Schedule A 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 60%Design Phase set of construction contract documents, design criteria package and incidental engineering services, as necessary, for improvements related to the modification from current conventional signalized intersections to a Continuous Flow Intersection at Livingston Road (CFI) and a Restricted Crossing U-Turn at Whippoorwill Lane (RCUT). Design shall be compatible with the proposed design(FDOT FPID 445296-1-22-01)of a Diverging Diamond Interchange (DDI) at the I-75 Interchange. The CONSULTANT Design responsibility will end just West of the I-75 Southbound On-Off Ramps. Coordination of the "join-point" with DDI Project will be required. CONSULTANT will provide comments with regards to necessary modifications to the DDI Project if applicable. FDOT will be responsible for those plan modifications if necessary. Major work groups include: o 3.2 Major Highway Design • Minor work groups include: o 4.1.1 Miscellaneous Structures o 6.1 Traffic Engineering Studies o 7.1 Signing, Pavement Marking and Channelization o 7.3 Signalization o 8.1 Control Surveying Scope of Services Page A-5 Project Number: 60201 OCAO o 8.2 Design, Right of Way Construction Surveying o 8.4 Right of Way Mapping o 9.1 Soil Exploration o 9.2 Geotechnical Classification Lab Testing o 9.4 Foundation Studies Known alternative contracting methods include: Design Build Scope Intent is to deliver a conventional Design-Build project. Low-Bid Design-Build (LBDB) or Adjusted Score Design-Build (ASDB) are alternative contracting methods that may be utilized for the project's construction phase. • Should the construction contracting method become Design-Bid-Build,preparation of Final Plans and Specifications, beyond the Design-Build Criteria Package would be considered Optional Services. CONSULTANT Fees would be modified/authorized per Schedule B. Project Schedule would be modified/authorized per Schedule C. The general objective is for the CONSULTANT to prepare a set of 60% Design Phase 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 may be used by the County to solicit a Design-Build Team for the Project. The Scope of Services establishes which items of work in the FDOT 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 be the responsibility of the CONSULTANT and/or the COUNTY. The CONSULTANT shall be aware that as a project is developed, (prior to 30% Design Submittal), certain minor 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. CONSULTANTs are 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. Scope of Services Page A-6 Project Number: 60201 OCAO The COUNTY will provide contract administration and management services. Under a separate contract, the County will provide Independent Peer Review services for all technical work associated with the development and preparation of contract documents, including Construction documents. The CONSULTANT shall fully comply with the Independent Peer Review process and respond to comments in an efficient manner. The COUNTY's staff 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. 2 PROJECT DESCRIPTION The purpose of the design is for the modification from current conventional signalized intersections to a Continuous Flow Intersection at Livingston Road (CFI), and a Restricted Crossing U-Turn at Whippoorwill Lane (RCUT). Design shall be compatible with the proposed design (FDOT FPID 445296-1-22-01) of a Diverging Diamond Interchange (DDI) at the 1-75 Interchange. The CONSULTANT shall investigate the status of the FDOT PD&E Study and Design Plans 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 Project Development and Environment (PD&E) study, the CONSULTANT shall use the approved concepts as a basis for the design compatibility review unless otherwise directed by the COUNTY.Note: The FDOT will be providing all required plans, specifications, quantities, estimates, permits, environmental clearances, utility clearances, reports and data (survey, geotechnical, etc.) necessary for the Design-Build Criteria Package for FPID 445296-1-22-01. This information will be included by CONSULTANT in the Design-Build Criteria Package. 2.1 Project General and Roadway (Activities 3, 4, and 5) Public Involvement: The CONSULTANT shall prepare for and attend up to two (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 attend agency meetings as directed by the COUNTY. Please see Section 3.1 for details. Joint Project Agreements: A Joint Participation Agreement (JPA) between the COUNTY and FDOT is anticipated for construction funding associated with the Diverging Diamond Interchange (DDI) at the I-75 Interchange (FPID 445296-1-58-01). Execution of the JPA will be prior to advertisement of the Design-Build solicitation. CONSULTANT shall ensure requirements of the JPA are incorporated into the Design-Build Criteria Package. Specification Package Preparation: Conventional Specification Package or Design-Build Specifications Package pending selected contracting method. Scope of Services Page A-7 Project Number: 60201 Value Engineering: Value Engineering/Independent Peer Review services may be conducted by an independent consultant for this project. Please see section 3.5 for details. Risk Assessment Workshop: N/A Plan Type: Plan Sheet and Profile Sheet. The CONSULTANT shall provide all plans and details necessary for the 60% Design Phase 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). Deviations from the requirements and procedures provided in the FDM must be approved by the COUNTY in writing. In preparation of the Design-Build Criteria Package final deliverable, Roadway Plans and component sets will only be submitted at 30% and 60%phases. Typical Section: Up to eighteen (18) • Pine Ridge Road (W of Livingston) (1) • Pine Ridge Road (E of Livingston) (4) • Livingston Road (S) (1) • Livingston Road (N) (1) • Livingston Road CFI Ramps (4) • Pine Ridge Road (at RCUT) (2) • RCUT bulb (2) • Whippoorwill Lane (N) (1) • Whippoorwill Lane (S) (1) • Pine Ridge Road west of I-75 (1) CONSULTANT shall develop a typical section package showing the required roadway configuration in accordance with the governing design manuals and standards. The typical Section Package must be approved by the County before incorporating these elements into the 30%and/or 60%design. The COUNTY shall provide final direction with regards to bike lanes during the conceptual design development (A minimum of 90 Days prior to 30% Design Submittal). New sidewalk on the south side of Pine Ridge Road from Whippoorwill Lane to I-75 is proposed. Pavement Designs: Five(5) • Pine Ridge Road • Pine Ridge Road (Mill & Resurface) • Livingston Road • Livingston Road (Mill & Resurface) • Whippoorwill Lane (Mill and Resurface) Note: All Associated Pavement Designs for Diverging Diamond at 1-75 will be provided by FDOT and incorporated into the Design Criteria Package. Pavement Type Selection Report: N/A Scope of Services Page A-8 Project Number: 60201 cAo) Cross-Slope Correction: The 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: Two existing Collier Area Transit(CAT) routes operating within the project limits. The CONSULTANT shall coordinate with Collier County Public Transit and Neighborhood Enhancements prior to impacting any of the transit locations. Bus Stop Location(s) will be made ADA Compatible (if applicable). Major Intersections and Interchanges: • Pine Ridge Road at Livingston Road (Partial CFI) • Pine Ridge Road at Whippoorwill Lane (R-Cut or Conventional) Roadway Alternative Analysis: The CONSULTANT shall evaluate the concept layout, executive summary report, and technical report provided in all supplied Reference Exhibits and make recommendations for any necessary modifications and/or improvements to the concept prior to proceeding with 30% plans. Level of Temporary Traffic Control Plan (TTCP): The CONSULTANT shall evaluate and provide to the COUNTY for review concept level TCP plans sufficient to assure constructability and full impact assessment along the corridor prior to advancing beyond 30% design plans. Once the COUNTY concurs with the TCP approach concept,the CONSULTANT shall provide preliminary TCP plans with the 60% submittal. Preliminary Plans should define suitable geometry and information to adequately convey the approved TCP concept. Temporary Lighting:N/A—Will be responsibility of D-B Team Temporary Signals: N/A—Will be responsibility of D-B Team Temporary Drainage: N/A—Will be responsibility of D-B Team Design Variations: The CONSULTANT is responsible for preparing and obtaining any Design Variations necessary for the project (when/if required). Up to three (3). Design Exceptions: The CONSULTANT is responsible for preparing and obtaining any Design Exceptions necessary for the project (when/if required). Up to two (2). Back of Sidewalk Profiles: N/A Selective Clearing and Grubbing: N/A Design Criteria Package Preparation: The CONSULTANT is responsible for obtaining or developing all data and information necessary for the development of a Design-Build Criteria Package to allow the COUNTY to receive bids in the procurement of a Design-Build Team Scope of Services Page A-9 Project Number: 60201 CAo (DBT). 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, FDEP and FDOT as applicable. Stormwater 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 and ponds along Pine Ridge Road and Livingston Road to be reconfigured and reconstructed in the areas where the roadway geometry will be modified. The existing drainage basin patterns should remain. The additional impervious area will require additional treatment and attenuation. It is anticipated the existing drainage features within the FDOT Limited Access Area of the I-75 Interchange will be utilized for additional compensation requirements. Expected systems include open, closed, ditches, and ponds. The proposed improvements will encroach into the FEMA floodplain. Any floodplain impacts will be compensated by excavation within the existing right of way (this is anticipated to occur withing the FDOT Limited ROW Area of the I-75 Interchange), floodplain compensation ponds or floodplain modeling to show no rise in stage. 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 and Design (Activity 7) The CONSULTANT shall ensure FDEP and 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 person shall be contractually referred to as the Utility Coordination Manager and shall be identified in the CONSULTANT proposal.The Utility Coordination Manager shall be 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 coordinating any new installations. Assisting the Engineer of Record with resolving utility conflicts. • Scheduling and performing utility coordination meetings, keeping and distribution of minutes/action items of all utility meetings, and ensuring expedient follow-up on all unresolved issues. • Distributing all plans at the 30% and 60% Design Phases, conflict matrixes and changes to affected utility owners and making sure this information is properly coordinated and documented. • Identifying and coordinating the completion of any COUNTY or utility owner agreement Scope of Services Page A-10 Project Number: 60201 `_, that is required for reimbursement,or accommodation of the utility facilities associated with the project. Note: Utility Work Schedules will be the responsibility of the Design-Build Team. Note: Preparation, review, and processing of all utility related reimbursable paperwork inclusive of betterment and salvage determination shall be the responsibility of the DB Team. 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. Expected Utilities: • FP&L • Comcast • Summit Broadband(Hotwire) • Century Link • Collier County PUED • Collier County Traffic Operations • Collier County IT • City of Naples Water & Sewer • Crown Castle • TECO Peoples Gas CONSULTANT will be responsible for identifying all those utilities impacted by the roadway improvement and determine whether additional right-of-way will be required for their relocation. Consultant will not b responsible for any Utility Relocation Designs for the COUNTY utilities which may/will be impacted by th proposed project improvements. Utility Relocation Designs will be considered Additional Services. 2.4 Environmental Permits and Environmental Clearances (Activity 8) The CONSULTANT is responsible for identifying and applying for necessary permits (listed below) for the project. The CONSULTANT is responsible for all permit coordination and revisions necessary to obtain the required permits. The 60% phase shall not be considered complete until a notice of intent to permit or the permit is issued by the regulatory agencies. Responses to RAI's (anticipated maximum of three for each) and subsequent coordination will be the responsibility of the CONSULTANT.. Note: Permit Modifications or Resubmittals, caused by any modifications to the plans made by the Design Build Team, will be the responsibility of the Design-Build Team. Expected Permits: • A modification to the South Florida Water Management District (SFWMD) Environmental Resources Permits. (ERP)Permit,Nos. 11-01837-P for Pine Ridge Road • A modification to the South Florida Water Management District (SFWMD) Environmental Resources Permits. (ERP) Permit, 11-01501-P for Livingston Road. Project Number: 60201 Scope of Services Page A-11 Pro L Av g J • A FDEP Section 404 -No Permit Required for Pine Ridge Road • A FDEP Section 404 -No Permit Required for Livingston Road • A FDEP Section 404 permit(Section I) for dredge and fill impacts for Pine Ridge Road -N/A, If required, this will be considered Additional Services. • A Drainage Connection Permit from FDOT will be applied for with regards to the "Joint-Use" I-75 Treatment and attenuation areas. The COUNTY shall pay for all required permits and mitigation and will direct the use of mitigation banks as required. 2.5 Structures (Activities 9 - 18) Bridge: N/A - In the event that any type of Bridge design work, is required, it would be considered Optional Services to be negotiated at a later time and performed under a Change Order. Type of Other Structure Work In the event that any type of other structures design work not identified below, is required, it would b considered Additional Services. Retaining Walls: The CONSULTANT shall provide design services and deliver Conceptual documents for the following critical temporary and/or permanent retaining walls anticipated for the project. • 900 Lineal feet of Retaining Wall (Permanent Steel Sheet Pile Wall for Lake) Miscellaneous Structures: The CONSULTANT shall Provide preliminary design using the Design Aid fc FDOT Standard Mast Arm Assemblies. No substructure design to be provided for this phase of the project. 2.6 Signing and Pavement Markings (Activities 19 & 20) The CONSULTANT shall provide all design services and deliver 60%Design Phase documents for all signing and pavement markings required for the project. Design should reflect Collier County Traffic Operations latest TRAFFIC TECHNICAL SPECIAL PROVISIONS AND SUPPLEMENTAL TERMS AND CONDITIONS. 2.7 Signalization (Activities 21 & 22) The CONSULTANT shall provide all design services and deliver 60% Design Phase documents for all signalization(20 Poles)required for the project. Design should reflect Collier County Traffic Operations latest TRAFFIC TECHNICAL SPECIAL PROVISIONS AND SUPPLEMENTAL TERMS AND CONDITIONS. Signalized Intersections: Livingston Road (9 Signal Poles), Collier Fire Rescue Emergency Signal (3 Poles), and Whippoorwill Lane (8 Signal Poles). Scope of Services Page A-12 Project Number: 60201 Ic Traffic Studies: The CONSULTANT will review existing traffic data from the Pine Ridge Road Corridor Congestion Study to carry out traffic analysis for this Project and determine whether additional or updated data may be needed. It is anticipated that Traffic Modeling will be required. SYNCHRO Analysis and Microsimulation (VISSIM) will be required. If required, the CONSULTANT shall conduct corridor and intersection traffic capacity and level of service analysis Tasks in accordance with all applicable manuals,guidelines, standards, handbooks, procedures, and current design memorandums. a) Traffic Counts: The CONSULTANT shall coordinate with FDOT to obtain available traffic count data and traffic studies associated with the DDI design project and Pine Ridge Road east of Whippoorwill Lane. The CONSULTANT will provide the following traffic data. • Current corridor traffic counts (Up to 10 Segment locations) • 72-hour traffic machine counts at the following locations: o Pine Ridge Road (W of Livingston) o Pine Ridge Road (E of Livingston) o Livingston Road(S of Pine Ridge) o Livingston Road (N of Pine Ridge) o Whippoorwill Lane (N of Pine Ridge) o Whippoorwill Lane (S of Pine Ridge) o I-75 Ramps (4 Locations) o Napa Boulevard o Vineyards Boulevard o Osceola Trail (W) o Osceola Trail (N) • 8-hour manual vehicle turning movement counts for peak hours at the following locations: o Pine Ridge Road at Livingston Road o Pine Ridge Road at Whippoorwill Lane o Pine Ridge Road at I-75 Interchange Ramps o Napa Boulevard Intersection o Vineyards Boulevard Intersection o Osceola Trail (W) Intersection o Osceola Trail (N) Intersection 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 traffic volumes. AADT information shall be provided for all intersection approaches. Directional split(D value)and truck percentages(daily and peak)shall be calculated. Scope of Services Page A-13 Project Number: 60201 ID b) Travel Demand Forecast: The COUNTY shall utilize the recently adopted FDOT District 1 Regional Planning Model (D1RPM). The CONSULTANT shall use the adopted D1RPM Model and provide Opening Year and Design Year projections for the same locations as identified for the existing conditions. The CONSULTANT shall review historic 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 Hour Volumes (DDHVs) shall be developed by the CONSULTANT. AADT volumes will be converted to Design Hour Traffic or DDHVs for peak and reverse peak directions (i.e., am and pm). Design hour traffic volumes shall be developed using a standard K factor and D factors developed from the existing traffic count information. Truck percentages for the peak and daily conditions shall be reviewed based on historic 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. 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 peak period) and shall contain coding diagrams, tables and other related data to ensure the existing year model is accurate. 0 Technical Memorandums: The Consultant shall summarize the information as described above in a Technical Traffic Memorandum. Count Stations: Consultant will design one (1) County Station west of I-75. Location to be coordinate with Traffic Operations. Traffic Monitoring Sites: N/A 2.8 Lighting (Activities 23 & 24) The CONSULTANT shall provide 60% Design Phase services for all lighting required for the project. Existing lighting will be replaced and updated to support the proposed improvements. Design should reflect Collier County Traffic Operations latest ROADWAY LIGHTING TECHNICAL SPECIAL PROVISIONS. 2.9 Landscape (Activities 25 & 26) • The CONSULTANT will review the corridor to coordinate Landscape Opportunities for future Scope of Services Page A-14 Project Number: 60201 1111) COUNTY use. Includes specification of conduits and sleeves for irrigation and specification of adequate landscaping topsoil within the medians and appropriate areas of opportunity for future landscaping items. Architectural Pavers will be designed in medians where applicable. The CONSULTANT will not provide analysis and/or Landscaping Irrigation and Planting Plan component. Details to be included in Roadway Plan component. Planting Plans: N/A • Irrigation Plans: N/A • Hardscape Plans: N/A • Outdoor Advertising:N/A 2.10 Survey (Activity 27) Design Survey: The design survey limits include a detailed topographic and control survey. • Livingston Road: Two thousand (2,000) feet north and south from the intersection with Pine Ridge Road. • Pine Ridge Road: Twelve hundred fifty feet (1,250) feet west from the intersection with Livingston Road to the I-75 Southbound On/Off Ramp Intersection. • Whippoorwill Lane: Five hundred(500) feet north and 750 ft south from the intersection with Pine Ridge Road Lateral extent of the survey shall include any areas where cross drains exist or where new culverts are proposed. Survey of the existing stormwater management pond at the southwest corner of the intersection between Pine Ridge Road and Livingston Road shall include the extents of the entire County property plus 100' west of the western property line adjacent to the FPL easement. All work shall be certified by a professionally registered surveyor in the State of Florida. Subsurface Utility Exploration: SUE eight foot "X" shaped trenches at new underground infrastructure or earthwork excavation (i.e., drilled shafts, sheet piles, strain poles, mast arms, miscellaneous foundations, drainage structures, pipe culverts, new ditches, etc.) in applicable areas that work will be performed. CONSULTANT shall provide electronic depths with the designates. Proposed SUE locations must be approved by the COUNTY prior to authorization of this task. Additionally, scope includes up to eighty (80) pothole locations. Right of Way Survey: A Right of Way survey is required for the project limits. Vegetation Survey: Mature trees and palms (with diameter 4 inches and greater) within the construction limits shall be identified on the design plans. 2.11 Photogrammetry (Activity 28)—N/A 2.12 Mapping (Activity 29) Control Survey Map: The CONSULTANT shall provide a project control map for the project limits. Scope of Services Page A-15 Project Number: 60201 Right of Way Map: The CONSULTANT is responsible for Right of Way Maps or Sketches for right of way acquisitions necessary for the project. Legal Descriptions: The CONSULTANT is responsible for all Legal Descriptions and Technical Memorandums for right of way acquisitions necessary for the project. Scope includes up to 6 fee simple takings, 8 permanent easements and 20 temporary easements. Obtaining any Title Searches that may be required are the responsibility of the CONSULTANT. Maintenance Map: The CONSULTANT shall provide aerial based maintenance map (utilizing Collier County Aerial Mapping) for the project limits showing the FDOT and local agency jurisdictional areas. Miscellaneous Items: N/A 2.13 Terrestrial Mobile LiDAR (Activity 30) - N/A 2.14 Architecture (Activity 31) - N/A 2.15 Noise Barriers (Activity 32)—N/A 2.16 Intelligent Transportation Systems (Activities 33 & 34) The CONSULTANT shall be responsible for all conceptual ITS design and engineering services, for 60%Design Phase,within the Project Corridor. The CONSULTANT shall detail existing ITS equipment and report which devices will be removed, replaced, or impacted by project work. 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 includes, 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. 1-75 Interchange: -N/A Scope of Services Page A-16 Project Number: 60201 cr,o The primary ITS infrastructure and devices associated with the FDOT Freeway Management System (FMS) infrastructure along I-75 and Pine Ridge Road are not intended to be included in this project. Any improvements affecting operations from the FDOT's RTMCs at SWIFT Center located at 10041 Daniels Parkway, Fort Myer, Florida and FDOT's STMC located at 2101 47th Terrace East, Bradenton, Florida shall be coordinated with the District ITS Coordinator. Any existing FDOT Infrastructure (1-75 Interchange Area) that will be impacted by the project must be coordinated with FDOT. The proposed design must be compatible with existing ITS Infrastructure. Continuous operations must be provided. 2.17 Geotechnical (Activity 35) The CONSULTANT is responsible for all Pavement Evaluation 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, miscellaneous sign structures (Non DDI related), ponds, culvert extensions, and mast arms. 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 when encountered by Geotechnical Investigation. Where cap rock is expected to be encountered in the installation of stormwater pipe and other structures, the horizontal and vertical extents of the "Rock Trench Excavation" and "muck removal" shall be estimated based on the Geotechnical Investigation. The Soils Report shall contain a signed statement by the geotechnical engineer that they have walked the project site and verified to the best of their ability that information provided in the report is representative of what the surface conditions and vegetation suggest would exist below based on their limited investigation. The CONSULTANT shall perform specialized field-testing including but not limited to: • Roadway auger borings every 100 feet to a depth of 6 feet • LBR sampling and testing at 3 per mile • Pavement core sampling and testing at 1 sample per 1,000 feet • Corrosion series testing at sample per abundant stratum per 1,000 feet • Storm sewer system Split Spoon Test(SPT)borings to a depth of 20 feet every 500 feet • SPT borings for each new signal and/or mast arm to a depth of 25 feet • Two corrosion series tests at each intersection(Livingston, Whippoorwill) • Two SPT borings to a depth of 25 feet at each wet/dry detention pond location • Two borehole permeability tests at each wet/dry detention pond location • Piezometer installations at 1 per pond for SHGWL determinations 2.18 3D Modeling (Activity 36) CONSULTANT shall use Open Roads Designer. —Limited Modeling 2.19 Project Schedule Within ten (10) days after the Notice-To-Proceed, and prior to the CONSULTANT beginning work, the CONSULTANT shall provide the COUNTY a detailed project activity/event Project Number: 60201 Scope of Services Page A-17 Pro g J schedule. The schedule shall be based upon the durations and schedule negotiated during the project staff hour negotiations process. The CONSULTANT shall allow for a 28-calendar day review time for each phase submittal and any other submittals as appropriate. The schedule shall indicate all required submittals. All fees and price proposals are to be based on the negotiated schedule for 60%Phase contract documents. Periodically, throughout the life of the contract, the project schedule and payout reports shall be reviewed as requested by the COUNTY 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 and payout reports, shall be submitted with the monthly progress report. The schedule shall be submitted in Microsoft Project format. 2.20 Submittals The CONSULTANT shall furnish 30% and 60% Design Phase contract documents (as indicated in the scope of work) as required by the COUNTY to adequately control, coordinate, and approve the work concepts. To expedite the design reviews, 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 PDF format. Documents that do not exceed 25 MGB can be transmitted via email. 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 be size 11" x 17". In addition to the delivery of the files produced during project development, the COUNTY requires the inclusion of Engineering Data files (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 corridor model(s). Critical roadway geometric items,such as the centerlines and profiles of the proposed mainline, side streets, special ditches, and utilities, must be included. These Engineering Data files are considered "Project Documents" as defined in the contract and shall be provided when requested by the COUNTY 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 of standards and requirements utilized by the COUNTY which include, but are not limited to, publications such as: General: cpo Scope of Services Page A-18 Project Number: 60201 • 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 Design of Highways and Streets • AASHTO-Highway Safety Manual • Rule Chapter 5J-17,Florida Administrative Code(F.A.C.) • Rule Chapter 62-302,F.A.C.,Surface Water Quality Standards • Code of Federal Regulations(C.F.R.) • Florida Administrative Codes(F.A.C.) • Chapters 20, 120,215,455, Florida Statutes(F.S.) • Florida Department of Environmental Protection Rules • FDOT Basis of Estimates Manual • FDOT Computer Aided Design and Drafting(CADD)Manual • FDOT Standard Plans • FDOT Flexible Pavement Design Manual • FDOT Handbook for Preparation of Specifications Package • FDOT Standard Plans Instructions • FDOT Manual of Uniform Minimum Standards for Design,Construction and Maintenance for Streets and Highways("Florida Greenbook") • FDOT Materials Manual • FDOT Pavement Type Selection Manual • FDOT Design Manual • FDOT Procedures and Policies • FDOT Procurement Procedure 001-375-030 • FDOT Project Traffic Forecasting Handbook • FDOT Public Involvement Handbook • FDOT Standard Specifications for Road and Bridge Construction • FDOT Utility Accommodation Manual • Manual on Speed Zoning for Highways,Roads,and Streets in Florida • Federal Highway Administration(FHWA)-Manual on Uniform Traffic Control Devices(MUTCD) • 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 • Quality Assurance Guidelines • Safety Standards • Any special instructions from 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 Scope of Services Page A-19 Project Number: 60201 • Transportation Research Board(TRB)-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 Drainage: • FDOT Drainage Design Guide • FDOT Drainage Manual • Florida Erosion and Sediment Control Manual • FDOT Drainage Connection Permit Handbook 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 for Transportation Projects Topic 550-020-002 • FDOT Right of Way Mapping Handbook • FDOT Surveying Procedure Topic 550-030-101 • Florida Department of Transportation Right of Way Procedures Manual • 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(MUTS) • FDOT Median Handbook • FDOT 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-8-00 Recommended Practice for Roadway Lighting Structures: • AASHTO Standard Specifications for Structural Supports for Highway Signs,Luminaires and Traffic Signals,and Interims • FDOT Structures Manual • FDOT Structures Design Bulletins(available on FDOT Structures web site only) Geotechnical: • FHWA Checklist and Guidelines for Review of Geotechnical Reports and Preliminary Specifications Scope of Services Page A-20 Project Number: 60201 • Manual of Florida Sampling and Testing Methods • Soils and Foundation Handbook 2.22 Services to be 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(UAO) • 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 Reports • Letters of authorization designating the CONSULTANT as an agent of the COUNTY (Concurrent with NTP) • Phase reviews of plans and engineering documents • Regarding Environmental Permitting Services: o Approved Permit Document when available o Appropriate signatures on application forms o Fees associated with permit submittals. o Fees associated with Mitigation 3 PROJECT COMMON AND PROJECT GENERAL TASKS Project Common Tasks Project Common Tasks,as listed below,are work efforts that are applicable to many project activities,4(Roadway Analysis)through 36 (3D 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. Cost Estimates: The CONSULTANT is responsible for producing a construction cost estimate and reviewing and updating the cost estimate when scope changes occur and/or at the 30% and 60% milestones of the project. 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. Scope of Services Page A-21 Project Number: 60201 cN`-➢) 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 over any conflicting terms in the order of contract documents. Field Reviews:The CONSULTANT shall make 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 subconsultants, such as access management meetings,pavement design meetings, local governments,progress review meetings(phase review), 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 meeting. Quality Assurance/Quality 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 FDOT 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 opinions from those within designated areas of expertise. Scope of Services Page A-22 Project Number: 60201 '` 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 procedures to 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, 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/Value Engineering: Value Engineering/Independent Peer Review services will be conducted by the COUNTY's independent consultant for this project. Please see section 3.5 for details. Supervision: The CONSULTANT shall supervise all technical design activities. Coordination: The CONSULTANT shall coordinate with all disciplines of the project to produce a final set of 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 governments or other regional and state agencies. Specifically, the FDOT PD&E Study for proposed improvements at the 1-75 at Pine Ridge Road interchange. The Whippoorwill Lane Project Improvements. The Pathway Project within FPL Easement. Scope of Services Page A-23 Project Number: 60201 1 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 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. 3.1.1 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 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 COUNTY's written approval of the Public Involvement Plan, the CONSULTANT, (per Public Meeting Schedule) 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 identified/prepared by the CONSULTANT 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 impacted property owners and tenants (within a minimum of 300 feet of the project corridor) The CONSULTANT shall prepare a mailing list of all such entities and shall update the mailing Scope of Services Page A-24 Project Number: 60201 list as needed during the life of the project. 3.1.4 Median Modification Letters - Consultant Shall prepare Median Modification Letters wher applicable. 3.1.5 Driveway Modification Letters —N/A 3.1.6 Newsletters The CONSULTANT shall prepare up to two (2) newsletters for distribution to elected officials, public officials, property owners along the corridor and other interested parties. The letters will be sent by the CONSULTANT. 3.1.7 Project Renderings The CONSULTANT shall prepare renderings for use in two (2) public meetings. 3.1.8 PowerPoint Presentations (Optional Services) The CONSULTANT shall prepare up to two (2) PowerPoint presentations if requested by the COUNTY. 3.1.9 Public Meeting Preparations The CONSULTANT shall prepare the necessary materials for 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 be 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 down. The CONSULTANT shall also prepare a summary of the public meeting that includes all copies of all materials shown or provided at the public meeting. The summary 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 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 submittal. 3.1.11 Other Agency Meetings In addition to scheduled public meetings the CONSULTANT may be required to participate in meetings with local governing authorities and/or Metropolitan Planning Page A-25 Project Number: 60201 Scope of Services g j Organization (MPO). The CONSULTANT's participation may include, but not be limited to, presentations during the meeting, note taking, and summarizing the meeting in a memo to the file. It is estimated for this project there will be two (2)meetings with local governing authorities and/or MPOs during the design. 3.1.12 Web Site The CONSULTANT will provide Public Involvement Graphics to COUNTY for the COUNTY Website. 3.2 Joint Project Agreements A Joint Participation Agreement(JPA)between the COUNTY and FDOT is anticipated for construction funding associated with the Diverging Diamond Interchange (DDI) at the 1-75 Interchange (FPID 445296-1-58-01). Execution of the JPA will be prior to advertisement of the Design-Build solicitation. CONSULTANT shall ensure requirements of the JPA are incorporated into the Design-Build Criteria Package. 3.3 Specifications & Estimates 3.3.1 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 along with the 60% plans submittal. This submittal does not require signing and sealing and shall be coordinated through the COUNTY's Project Manager. The CONSULTANT shall coordinate with the COUNTY on the submittal requirements, but at a minimum shall consist of the complete specifications package, and a copy of the latest project plans. 3.3.2 Estimated Quantities Report Preparation—N/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—N/A 3.6 Prime Consultant Project Manager Meetings Scope of Services Page A-26 Project Number: 60201 u Includes only the Prime Consultant Project Manager's time for travel and attendance at Activity Technical Meetings and other meetings listed in the meeting summary for Task 3.6 on tab 3 Project General Task of the staff hour forms. Staff hours for other personnel attending Activity Technical Meetings are included in the meeting task for that specific Activity. 3.7 Plans Update—N/A 3.8 Design-Build Firm (DBF) Procurement Support The Consultant shall provide support to the County during the DBF procurement process. The Consultant shall prepare materials for and assist the County in conducting the Pre-Proposal Meeting. The Consultant shall assist the County in the DBF procurement process by preparing responses to Pre-Bid Questions, preparing responses to Pre-Proposal Meeting questions, and preparing Addendums. The Consultant shall attend the Mandatory Pre-Proposal Meeting, Page Turn Meetings, and Question and Answer Meeting. 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. Deliverables shall be provided in both pdf and CADD formats. Please see Section 2.20 for details. 3.10 Risk Management—N/A 3.11 Railroad, Transit and/or Airport Coordination Transit Collier Area Transit—Level of coordination is anticipated to include documentation and mitigation of MOT impacts to the current transit stops through coordination meetings. Requirements shall be included in the Design Build RFP. Any improvements made to the transit stops will be ADA Compliant. 3.11.1 Aeronautical Evaluation—N/A 3.12 Landscape and Existing Vegetation Coordination Coordinate with the COUNTY'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. It is anticipated that the existing "significant"plantings along Livingston Road, Pine Ridge Road, and within the I-75 Interchange will be removed (by others)prior to the construction of the Project Improvements. CONSULTANT will prepare an exhibit showing proposed Project Improvements overlayed on an Aerial for use by Collier County Landscaping Department. This Schedule A shall be used to help identify significant vegetation to be removed and relocated and "future" Landscape areas that need to be designed (by others). Page A-27 Project Number: 60201 "��} Scope of Services g j Coordination with the COUNTY's Landscape Architect(Pamela.Lulich@colliercountyfl.gov) may be necessary. 3.13 Other Project General Tasks—N/A 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 the first plans submittal (30% Plans Submittal). 4.2 Pavement Type Selection Report—N/A 4.3 Pavement Design Package The CONSULTANT shall provide an approved Pavement Design Package prior to the 60% plans submittal date. 4.4 Cross-Slope Correction The CONSULTANT shall investigate any existing pavement to be retained as part of the new roadway and include notes in the design referring to any required correction of existing cross- slopes. Cross slope information will be collected at 100' intervals. After the analysis of the cross slopes a recommendation will be provided as part of the pavement report. The CONSULTANT will coordinate with Collier County Road Maintenance to help identify any known locations which may be deficient. 4.5 Horizontal/Vertical Master Design Files The CONSULTANT shall design the geometries using the design standards 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 vegetation to be 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 information to be provided to project Utility Coordinator in the format requested by the COUNTY. 4.6 Access Management The CONSULTANT shall incorporate access management standards for each project in coordination with COUNTY staff The CONSULTANT shall review adopted access management standards and the existing access conditions (interchange spacing, signalized intersection spacing, median opening spacing, and connection spacing). Median openings that LA,o Scope of Services Page A-28 Project Number: 60201 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 COUNTY shall provide access management classification information and information derived from Conceptional Validation&Update studies and public meetings to be used by the CONSULTANT. 4.7 Whippoorwill Intersection Analysis The CONSULTANT shall review the conceptual improvement planned for the Pine Ridge Road/Whippoorwill Lane Intersection to evaluate the effectiveness of th intersection and impacts the planned improvements may have on the 1-75 DDI. Alternative Intersectio Designs (up to two) will be developed and include a revised R-Cut Design and a Convention Intersection Design. The CONSULTANT will present Alternative Designs to the County (Roll Plc Exhibits) for Review and Approval. The CONSULTANT shall not proceed with 30%Design Plans fc the Whippoorwill Intersection until Direction(written)is given by the COUNTY. Traffic modeling wi be required. Coordination with FDOT will be required. 4.8 Roundabout Design Analysis—N/A 4.9 Cross Section Design Files—N/A 4.10 Temporary Traffic Control Plan (TTCP) Analysis The CONSULTANT shall provide Conceptual Designs for a safe and effective TTCP to move vehicular and pedestrian traffic during all phases of construction. The design shall include construction phasing of roadways ingress and egress to existing property owners and businesses, routing, signing and pavement markings. Temporary Lighting, Signals and Drainage will be the responsibility of the D-B Firm. The Traffic Control Plan shall be prepared by a certified designer who has completed training as required by the COUNTY. Before proceeding with the TTCP, the CONSULTANT shall meet with the appropriate COUNTY personnel. The purpose of this meeting is to provide information to the CONSULTANT that will better coordinate the Preliminary and Conceptual TTCP efforts. 4.11 Master TTCP Design Files The CONSULTANT shall develop master TTCP files showing each phase of the TTCP. This includes all work necessary for designing lane configurations, diversions, lane shifts, signing and pavement markings. 4.12 Selective Clearing and Grubbing—N/A 4.13 Tree Disposition Plans—N/A 4.14 Design Variations and Exceptions The CONSULTANT shall prepare the documentation necessary to gain COUNTY approval of all appropriate Design Variations and/or Design Exceptions before the first submittal. Up to One (1) Design Variations and one (1) Design Exceptions is anticipated. _ ;Scope of Services Page A-29 Project Number: 60201 •< _ 4.1.5 Design Report The CONSULTANT shall prepare all applicable report(s) as listed in the Project Description section of this scope. The CONSULTANT shall submit to the COUNTY design notes, data, and calculations to document the design conclusions reached during the development of the contract plans. Final reports are to be delivered as a signed and sealed pdf file. 4.16 Quantities The CONSULTANT shall determine pay items and quantities and the supporting documentation, for the 30% and 60% Design Submittals. 4.1.7 Cost Estimate The CONSULTANT shall provide the Engineer's Estimate of Probable Cost at each submittal phase (30% and 60%). The Engineer's Estimate of Probable Cost shall be updated and adjusted at each submittal. 4.18 Technical Special Provisions and Supplemental Terms and Conditions 4.19 Design Criteria Package The CONSULTANT is responsible for obtaining or developing all data and information necessary for the development of a signed and sealed I:)esign-Build Criteria Package to allow the COUNTY to receive bids in the procurement of a Design-Build Team (DBT). The DBT selected based on these bids shall be responsible for the final design and all construction of the project. These requirements shall be thoroughly outlined in the Design-Build Criteria Package. The Design-Build Criteria Package will be based on the approved 60% Design Plans and. Environmental Permits as submitted. The CONSULTANT shall clearly define any documentation (including, but not limited to, approved PD&E Study, design plans, or engineering calculations) that should be included in the Design Criteria Package for reference. In addition to this project's limits (Continuous Flow Intersection at Livingston Road, and the Restricted Crossing U-Turn at Whippoorwill Lane), the Design-Build Criteria Package shall include all FDOT supplied documents related to the Diverging Diamond Interchange (DDI) at the 1-75 at Pine Ridge Road Interchange, as part of the Design-Build advertisement. The CONSULTANT shall develop the design and construction criteria that should clearly and. completely identify the Design-Build requirements, including any information, data, and services to be furnished by the COUNTY. The design and construction criteria shall provide a summary of the project's objectives and furnish sufficient information upon which firms may - prepare bid proposals (i.e., technical and price proposals). The design and construction criteria shall state the specifications, design criteria, and standards to be used in the design and construction of the project unless otherwise noted in the R.FP. The design requirements and criteria are essential to ensure the project is constructed to meet the needs as determined by the CONSULTANT and approved by the COUNTY. The CONSULTANT shall clearly define the various design services requirements and reference any applicable FDOT Standard Specifications. Any Supplemental Specifications,Technical Special Provisions or Supplemental Terms and Conditions anticipated by the CONSULTANT shall be included in the text of the Design Criteria Package or added to the Design Criteria Package as an attachment or reference document. The CONSULTANT shall clearly state in the Design Scope of Services Page A-30 Project Number: 60201 CA Criteria Package if the Design-Build Team is responsible for identifying and obtaining any required permits (E.g., FDEP Utility Permits). The CONSULTANT, working in conjunction with the appropriate COUNTY staff, shall clearly define the level of public involvement required for the project. The CONSULTANT shall provide information relating to any existing geotechnical information that is available through the COUNTY. The CONSULTANT shall identify all Utility Agency/Owners within the PROJECT to determine any impacts to the facilities and determine if Utility Agency/Owners are reimbursable for the proposed impacts. The CONSULTANT shall clearly specify all utility coordination efforts required of the DBT. For example, if the DBT is expected to use the COUNTY's standard practices in coordinating with utility companies, those details must be provided in the Criteria Package requirements. It is the DBT's responsibility to coordinate and clear all utilities on the project. The CONSULTANT shall provide all known information about the proposed or existing right- of-way or easements to provide a clear and accurate Design Criteria Package upon which DBTs may base their bid proposals. It is the DBT's responsibility to ensure all proposed components of the project are constructed within the existing COUNTY or FDOT right-of-way. The CONSULTANT shall define the final documents required by the COUNTY from the DBT upon completion of the project. These should include record set (as-built) plans, engineering reports, shop drawings, test results, daily reports, quantities list, warranties for equipment installed on the project, other ancillary documentation, etc. The CONSULTANT shall address any QC requirements the DBT must follow, which are in addition to those already in the referenced specifications, policies, and procedures. The CONSULTANT shall include a section that details any items or services to be furnished by the COUNTY. This shall include any information (data, reports, etc.), support functions (computer services, etc.), materials,equipment,testing devices, or other items that would affect the bid or technical approach. Such information might include survey data, existing plans (if available), right-of-way maps, etc. The Design Criteria Package will be consistent with the COUNTY's requirements. The CONSULTANT shall prepare and submit a Draft Design Criteria Package to the COUNTY for review and approval. When all comments are addressed, a Draft Final Design Criteria Package shall be submitted for review and approval. The Final Design Criteria Package document shall be signed and sealed and submitted to the COUNTY and FDOT prior to the time of advertisement of the project. One electronic copy of the Design Criteria Package document shall be submitted in Microsoft Word format with all modifications and changes from the approved Draft Final version shown using tracked changes. This copy will be submitted to the COUNTY and FDOT for review and approval. 4.20 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 in-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 Scope of Services Page A-31 Project Number: 60201 required to obtain necessary data for all elements of the roadway analysis identified in this scope of work. 4.21 Monitor Existing Structures—N/A 4.22 Technical Meetings Includes meetings with the COUNTY or other Agency staff, between disciplines and CONSULTANTS, such as access management meetings, pavement design meetings, progress review meetings (phase review), and miscellaneous meetings necessary for all elements of the roadway analysis identified in this scope of work. Note: A formal Road Safety Audit will not be performed, nor a report prepared as part of these scope of services. 4.23 Quality Assurance/Quality Control The CONSULTANT shall be responsible for the professional quality, technical accuracy, and coordination of all surveys, designs, drawings, specifications, and other services furnished by the CONSULTANT under this contract. 4.24 Independent Peer Review—N/A 4.25 Supervision Includes all efforts required to supervise all technical design activities. 4.26 Coordination Includes all efforts to coordinate all elements of the roadway analysis to produce contract deliverables. 5 ROADWAY PLANS The CONSULTANT shall prepare Roadway,TTCP,Utility Adjustment Sheets,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. 5.1 Key Sheet 5.2 Typical Section Sheets 5.2.1 Typical Sections 5.2.2 Typical Section Details 5.3 General Notes/Pay Item Notes 5.4 Project Layout 5.5 Plan/Profile Sheet—N/A 5.6 Profile Sheet 5.7 Plan Sheet Page A-32 Pro ect Number: 60201 CA`J Scope of Services g � 5.8 Special Profile 5.9 Back of Sidewalk Profile Sheet—N/A 5.10 Interchange Layout Sheet—N/A 5.11 Ramp Terminal Details (Plan View)—N/A 5.12 Intersection Layout Details - (3) at Whippoorwill, (3) at Livingston 5.13 Special Details 5.14 Cross-Section Pattern Sheets —N/A 5.15 Roadway Soil Survey Sheets 5.16 Cross Sections 5.17 Temporary Traffic Control Plan Sheets (Conceptual) 5.18 Temporary Traffic Control Cross Section Sheets (Conceptual) 5.19 Temporary Traffic Control Detail Sheets (Conceptual) 5.20 Utility Adjustment Sheets 5.21 Selective Clearing and Grubbing Sheets—N/A 5.21.1 Selective Clearing and Grubbing—N/A 5.21.2 Selective Clearing and Grubbing Details—N/A 5.22 Tree Disposition Plan Sheets—N/A 5.22.1 Tree Disposition Plan Sheets—N/A 5.22.2 Tree Disposition Plan Tables and Schedules—N/A 5.23 Project Control Sheets 5.24 Environmental Detail Sheets Preparation of detail sheets for potential environmental issues such as, underground fuel tanks and monitoring wells, septic tanks within the proposed right of way. All piping and pumps in association with the above referenced issues shall also be located and identified by the survey. The CONSULTANT shall relay to the COUNTY any findings of contaminated soil, monitoring wells, or any features (particularly springs or sinks) relating to contamination or hazardous material. Coordination with Permits/Environmental staff and preparing Dredge & Fill Detail sheets where applicable. Consultant will do a Phase I Assessment. A Phase II Assessment if required will be considered Additional Services. 5.25 Utility Verification Sheets (SUE Data) 5.26 Quality Assurance/Quality Control Scope of Services Page A-33 Project Number: 60201 5.27 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 be responsible for designing a drainage and stormwater management system.All design work shall comply with the requirements of the appropriate regulatory agencies and the FDOT's Drainage Manual. The CONSULTANT shall coordinate fully with the appropriate permitting agencies and the COUNTY's staff All activities and submittals should be coordinated through the COUNTY's Project Manager. The work will include the engineering analyses for any or all of the following: 6a.1 Drainage Map Hydrology Create a (pre- and/or post-condition) working drainage basin map to be used in defining the system hydrology. This map shall incorporate drainage basin boundaries, existing survey and/or LiDAR and field observations, as necessary, to define the system. Basin delineations shall also include any existing collection systems in a logical manner to aid in the development of the hydraulic model. Examine all adjacent property outfall points to determine whether accommodations for offsite drainage must be incorporated into the project drainage 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. Determine surface water elevations at cross drains,floodplains,outfalls and adjacent stormwater ponds. Determine groundwater elevations at intervals between the above-mentioned surface waters. Document findings in the Drainage Documentation Report. Profile changes along Pine Ridge Road are not anticipated. Profile changes along Livingston Road are anticipated. 6a.3 Existing Pond Analysis and Report Evaluate pond sites using a preliminary hydrologic analysis. Document the results and coordination for all the project's pond site analyses. Assumes some Pond areas within FDOT limited Access Area will require modification. The FDOT Drainage Manual provides specific documentation requirements. 6a.4 Design of Cross Drains N/A 6a.5 Design of Ditches Design roadway conveyance and outfall ditches. This task includes capacity calculations, longitudinal grade adjustments, flow changes, additional adjustments for ditch convergences, selection of suitable channel lining, design of side drain pipes, and documentation. (Design of linear stormwater management facilities in separate task.) Scope of Services Page A-34 Project Number: 60201 6a.6 Design of Stormwater Management Facility (Offsite or Infield Pond) Design stormwater management facilities to meet requirements for stormwater quality treatment, attenuation and aesthetics. Develop proposed pond layout (contributing drainage basin, shape, contours, slopes, volumes, tie-ins, aesthetics, etc.), perform routing, pollutant/nutrient loading calculations, recovery calculations, design the outlet control structure and buoyancy calculations for pond liners when necessary. • Assumes Livingston Pond(1) will be modified due to CFI configuration. Pond will be reconfigured. Pond will be extended to the south to recover lost volume. Permanent Steel Sheet Pile Retaining Wall will be utilized. • Assumes I-75 Infield Areas (4) will be modified due to DDI configuration and Pine Ridge Road Stormwater/Flood Plain Compensation needs. 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. FDOT Infield Area will be needed/utilized for Compensatory Treatment and Storage. 6a.8 Design of Floodplain Compensation Determine floodplain encroachments, coordinate with regulatory agencies, and develop proposed compensation area layout (shape, contours, slopes, volumes, etc.). Document the design following the requirements of the regulatory agency. FDOT Infield Area will be needed/utilized for Flood Plain Compensation. 6a.9 Design of Storm Drains Delineate contributing drainage areas, determine runoff, inlet locations, and spread. Calculate hydraulic losses (friction, utility conflict and, if necessary, minor losses). Determine design tailwater and, if necessary, outlet scour protection. 6a.10 Optional Culvert Material Determine acceptable options for pipe materials using the Culvert Service Life Estimator. 6a.11 French Drain Systems—N/A 6a.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. Scope of Services Page A-35 Project Number: 60201 CAO 6a.14 Box Culvert Extension Hydraulic Report—N/A 6a.15 Temporary Drainage Analysis—N/A 6a.16 Quantities The CONSULTANT shall determine pay items and quantities and the supporting documentation. 6a.17 Cost Estimate Prepare cost estimates for the drainage components, except bridges and earthwork for stormwater management and flood compensation sites. 6a.18 Technical Special Provisions /Supplemental Terms and Conditions N/A 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) as needed. See the FDOT Hydroplaning Guidance and FDOT Design Manual (FDM) Chapters 210 and 211 for more information. 6a.20 Existing Permit Analysis Data gathering including desktop analysis of local, state and federal Drainage permits. • Livingston • Pine Ridge Road • I-75 (Necessary for Drainage Connection Permit, Compensatory Storage) 6a.21 Drainage Connection Permit—The CONSULTANT shall coordinate with the FDOT with regard to a Drainage Connection Permit. The Pine Ridge Road Drainage System/Permit currently convey stormwater easterly to the 1-75 Drainage System. The 1-75 Drainage system will need to provide addition treatment and attenuation for the planned project improvements. This will require a Drainage Connectio Permit. Drainage system Modeling and Permit preparation will be required. 6a.22 Noise Barrier Evaluation—N/A 6a.23 Field Reviews 6a.24 Technical Meetings Meetings with COUNTY staff,regulatory agencies,local governments such as meetings with FDOT District Drainage, the Water Management District, FDEP, etc. 6a.25 Environmental Look-Around Meetings Convene a meeting with COUNTY staff, regulatory agencies, local governments and other stakeholders to explore watershed wide stormwater needs and alternative permitting approaches. Scope of Services Page A-36 Project Number: 60201 6a.26 Quality Assurance/Quality Control 6a.27 Independent Peer Review—N/A 6a.28 Supervision 6a.29 Coordination 6b DRAINAGE PLANS The CONSULTANT shall prepare Drainage plan sheets,notes, and details. The plans shall include the following sheets necessary to convey the intent and scope of the project for the purposes of construction. 6b.1 Drainage Map 6b.2 Bridge Hydraulics Recommendation Sheets—N/A 6b.3 Drainage Structures 6b.4 Lateral Ditch Plan/Profile—N/A 6b.5 Lateral Ditch Cross Sections —N/A 6b.6 Retention/Detention Pond Detail Sheets 6b.7 Retention Pond Cross Sections 6b.8 Erosion Control Plan Sheets 6b.9 SWPPP Sheets 6b.10 Quality Assurance/Quality Control 6b.11 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 identified. 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 bring 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 Scope of Services Page A-37 Project Number: 60201 �An may be impacted by the project. 7.3 Make Utility Contacts First Contact: The CONSULTANT shall send letters and two sets of plans to each utility, and one set to the COUNTY Offices. Includes contact by phone for meeting coordination. Request type, size, location, easements, and cost for relocation if reimbursement is claimed. Request the voltage level for power lines in the project area. Send UAO requests for reimbursement to 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 the second contact letter with the necessary documents to each utility company/agency as required. Two complete sets of plans (hard copy, disk or electronic files) and the utility conflict information (if necessary) shall be furnished to each 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—N/A 7.5 Preliminary Utility Meeting The CONSULTANT shall schedule (time and place), notify participants, and conduct a preliminary utility meeting with all UAO(s) having facilities located within the project limits for the purpose of presenting the project,review the current design schedule,evaluate the utility information collected, provide follow-up information on compensable property rights, 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 DUO. 7.8 Subordination of Easements Coordination—N/A Scope of Services Page A-38 Project Number: 60201 cA0 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 completion of the plans, including utility adjustment details. Also, to work with the UAOs to recommend potential resolution between known utility conflicts with proposed construction plans as may be deemed practical by the UAO. The CONSULTANT shall keep accurate minutes of all meetings and distribute a copy to all attendees within 3 days. See Task 4.5 (Horizontal/Vertical Master Design File) and Task 4.9 (Cross Section Design Files) for utility conflict location identification and adjustments. 7.10 Review Utility Markups & DRAFT Work Schedules The CONSULTANT shall review utility marked up plans and draft 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, drainage, structures, lighting, roadway, signals, utilities, landscape architecture, 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 Draft 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—N/A 7.13 Additional Utility Services •COUNTY Utility Analysis — The CONSULTANT shall review the existing Collier County utilitic within the project area and evaluate potential impacts cause by the proposed projec improvements. CONSULTANT will obtain COUNTY GIS Data to assist with the evaluation CONSULTANT will survey above ground utility infrastructure. CONSULTANT shall perforr SUE investigation at"Tie-in"points. Scope of Services Page A-39 Project Number: 60201 COUNTY Utility Design — For 0 to 60% design, The CONSULTANT will be responsible for identifying all those utilities impacted by the roadway improvements and determine whether additional right-of-way will be required for their relocation. Consultant will not be responsible for any Utility Relocation Designs for the COUNTY utilities which may/will be impacted by the proposed project improvements. For 60% to 100% design, The CONSULTANT will be responsible for Utility Relocation Designs. For 0 to 60%design, said impacted utilities shall be documented per a conflict matrix that will identify potential water, wastewater and .Irrigation Quality assets that are going to be in conflict with the proposed road work. The consultant shall include Subsurface Utilities Engineering (SUE) services (i.e. soft dig investigation)to prepare this matrix. 7.14 Processing Utility Work by Highway Contractor (UWHC)—N/A 7.15 Contract Plans to UAO(s)—N/A 7.16 Certification/Close-Out—N/A 7.17 Other Utilities—N/A 8 ENVIRONMENTAL PERMITS and ENVIRONMENTAL CLEARANCES The CONSULTANT is responsible for obtaining all permits,compliances,and clearances required for the construction of this project as part of the 60% phase. This includes the preparation and, submittal (Along with 60% Plans Submittal) and 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 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. Note: The FDOT will be responsible for all Permits associated with the DDI Project. 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 research shall include a review of the project's "Pine Ridge Road Corridor Congestion Study, March 2018, and the FDOT PD&E documents (if available) Scope of Services Page A-40 Project Number: 60201 The CONSULTANT shall research any existing easements 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. Any applicable information will be shown on the plans as appropriate. 8.2 Field Work • 8.2.1 Pond Site Modification: Livingston Expansion • 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 Army Corps of Engineers (USACE) Wetland Delineation Manual (Technical Report Y-87- 1); Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Atlantic and Gulf Coastal Plain Region (ERD/EL TR-10-20). • 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 • Obtain a jurisdictional determination as defined by the rules or regulations of each permitting agency processing a COUNTY permit application for the project. • 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. • 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. • Prepare appropriate agency forms to obtain required permits. Forms may include but are not limited to the USACE "Wetland Determination Data Form—Atlantic and Gulf Coastal Plain Region"; the USACE "Approved Jurisdictional Determination Form"; Uniform Mitigation Assessment Method forms and/or project specific data forms. EA.1-) Scope of Services Page A-41 Project Number: 60201 • 8.2.3 Species Surveys: The CONSULTANT shall conduct general wildlife surveys and anticipated species- specific surveys listed below. Information from these surveys will be used as part of the permit submittals for anticipated permitting agencies (e.g., FDEP, SFWMD) or commenting agency (e.g. FWC, USFWS)that is processing a COUNTY permit. Anticipated species-specific surveys include Florida Bonneted Bat, 8.3 Agency Verification of Wetland Data -2 (SFWMD and FDEP) The CONSULTANT shall be responsible for verification of wetland and other surface water data identified in Section 8.2 and coordinating regulatory agency field reviews, including finalization of assessments and jurisdictional determinations with applicable agencies. 8.4 Complete and Submit All Required Permit Applications The CONSULTANT shall 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 prepare, submit and 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. All permit applications shall be submitted (as part of the 60% Plans Submittal) and approved by their respective regulatory agency as part of this scope of services. Complete and Submit all Required Wetland Permit Applications: • 8.4.1 Complete and Submit Permit Application - Livingston: The CONSULTANT shall prepare, complete, and submit required wetland permit, application packages or No Permit Required requests to the appropriate regulatory agencies. This includes, but is not limited to, the WMDs and/or DEP, and USACE (if applicable). 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 Requests for Additional Information (RAIs), including necessary revisions to the application package. All responses and completed application packages must be approved by the COUNTY prior to submittal to the regulatory agencies. During field reviews or during Agency Coordination, if a specific Species Survey is required for Gopher Tortoise, those services will be Page A-42 Project Number: 60201 �A�' Scope of Services g j \._..: considered Additional Services. Note: If required, the County will be responsible for costs related to Gopher Tortoise relocations. 0 8.4.2 Complete and Submit Permit Application—Pine Ridge Road: 8.5 The CONSULTANT shall prepare, complete,and submit required wetland permit,application packages or No Permit Required requests to the appropriate regulatory agencies. This includes, but is not limited to,the WMDs and/or DEP, and USAGE(if applicable). 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 Requests for Additional Information(RAIs), including necessary revisions to the application package.All responses and completed application packages must be approved by the COUNTY prior to submittal to the regulatory agencies. Coordinate and Review Dredge and Fill Sketches—N/A,Additional Services if Required. 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—N/A 8.8 Prepare Coastal Construction Control Line (CCCL) Permit Application—N/A 8.9 Prepare USACE Section 408 Application to Alter a Civil Works Project—N/A 8.10 Compensatory Mitigation Plan 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. Fees shall be paid by COUNTY. 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). 8.1.2 Other Environmental Permits—N/A 8.13 Technical Support to the COUNTY for Environmental Clearances and Re- evaluations— 8.13.1 SI3PPO letter for Permits—N/A,Additional Services if required. 8.14 Preparation of Environmental Clearances and Re-evaluations—N/A. 8.15 Contamination Impact Analysis The CONSULTANT shall prepare Contamination Screening Evaluation for the project limits Scope of Services Page A-43 Project Number: 60201 including stormwater ponds and floodplain compensation sites 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. 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. 8.16 Asbestos Survey—N/A 8.17 Technical Meetings 8.18 Quality Assurance/Quality Control 8.19 Supervision 8.20 Coordination 9 STRUCTURES - SUMMARY AND MISCELLANEOUS TASKS AND DRAWINGS The CONSULTANT shall analyze, design, and develop conceptual contract documents for all structures in accordance with applicable provisions as defined in Section 2.19,Provisions for Work. Individual tasks identified in Sections 9 through 18 are defined in the FDOT Staff Hour Estimation Handbook and within the provision defined in Section 2. 20, Provisions for Work. Contract documents shall display economical solutions for the given conditions. The CONSULTANT shall provide Conceptual Design Documentation to the COUNTY with each submittal consisting of supporting documentation developed (not including calculations) during the development of the plans. 9.1 Key Sheet and Index of Drawings 9.2 Project Layout 9.3 General Notes and Bid Item Notes 9.4 Miscellaneous Common Details 9.5 Incorporate Report of Core Borings 9.6 Standard Plans —Bridges—N/A 9.7 Existing Bridge Plans —N/A 9.8 Quantities Scope of Services Page A-44 Project Number: 60201 " 9.9 Cost Estimate 9.10 Technical Special Provisions and Supplemental Terms and Conditions 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 —N/A 11 STRUCTURES - TEMPORARY BRIDGE —N/A 12 STRUCTURES - SHORT SPAN CONCRETE BRIDGE —N/A 13 STRUCTURES - MEDIUM SPAN CONCRETE BRIDGE —N/A 14 STRUCTURES - STRUCTURAL STEEL BRIDGE —N/A 15 STRUCTURES - SEGMENTAL CONCRETE BRIDGE —N/A 16 STRUCTURES - MOVABLE SPAN -N/A 17 STRUCTURES - RETAINING WALLS The CONSULTANT shall prepare 60% Phase Plans for Retaining Wall(s) as specified in Section 2.5. General Requirements 17.1 Key Sheet—N/A 17.2 Horizontal Wall Geometry Permanent Proprietary Walls—N/A 17.3 Vertical Wall Geometry 17.4 Semi-Standard Drawings 17.5 Wall Plan and Elevations (Control Drawings) Project Number: 60201 Scope of Services Page A-45 Pro g J 17.6 Details Temporary Proprietary Walls - N/A 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—TBD— Optional Services 17.11 Design 17.12 Vertical Wall Geometry 17.13 General Notes 17.14 Wall Plan and Elevations (Control Drawings) 17.15 Sections and Details 17.16 Reinforcing Bar List Other Retaining Walls and Bulkheads (Permanent and Critical Temp. Steel Sheet Pile) 17.17 Design 17.18 Vertical Wall Geometry 17.19 General Notes, Tables and Miscellaneous Details 17.20 Wall Plan and Elevations 17.21 Details—N/A 18 STRUCTURES - MISCELLANEOUS The CONSULTANT shall prepare plans for Miscellaneous Structure(s) as specified in Section 2.5. CONSPAN/Concrete Box Culverts—N/A 18.1 Concrete Box Culverts—N/A 18.2 Concrete Box Culverts Extensions —N/A 18.3 Concrete Box Culvert Data Table Plan Sheets—N/A 18.4 Concrete Box Culvert Special Details Plan Sheets—N/A Strain Poles (Only for Temporary Signals)—N/A r At) Page A-46 Pro ect Number: 60201 Scope of Services g J 18.5 Steel Strain Poles 18.6 Concrete Strain Poles 18.7 Strain Pole Data Table Plan Sheets 18.8 Strain Pole Special Details Plan Sheets Mast Arms 18.9 Mast Arms 18.10 Mast Arms Data Table Plan Sheets 18.11 Mast Arms Special Details Plan Sheets—N/A Overhead/Cantilever Sign Structure—N/A 18.12 Cantilever Sign Structures—N/A 18.13 Overhead Span Sign Structures—N/A 18.14 Special (Long Span) Overhead Sign Structures—N/A 18.15 Monotube Overhead Sign Structure - N/A 18.16 Bridge Mounted Signs (Attached to Superstructure) - N/A 18.17 Overhead/Cantilever Sign Structures Data Table Plan Sheets—N/A 18.18 Overhead/Cantilever Sign Structures Special Details Plan Sheets—N/A High Mast Lighting—N/A 18.19 Non-Standard High Mast Lighting Structures—N/A 18.20 High Mast Lighting Special Details Plan Sheets—N/A Noise Barrier Walls (Ground Mount) —N/A 18.21 Horizontal Wall Geometry 18.22 Vertical Wall Geometry 18.23 Summary of Quantities - Aesthetic Requirements 18.24 Control Drawings 18.25 Design of Noise Barrier Walls Covered by Standards 18.26 Design of Noise Barrier Walls not Covered by Standards 18.27 Aesthetic Details Special Structures—N/A CAS Scope of Services Page A-47 Project Number: 60201 18.28 Fender System —N/A 18.29 Fender System Access—N/A 18.30 Special Structures—N/A 18.31 Other Structures—N/A 18.32 Condition Evaluation of Signal and Sign Structures, and High Mast Light Poles—N/A 18.33 Condition Evaluation of Signal and Sign Structures, and High Mast Light Poles — N/A 18.34 Analytical Evaluation of Signal and Sign Structures, and High Mast Light Poles—N/A 18.35 Ancillary Structures Report - N/A 19 SIGNING AND PAVEMENT MARKING ANALYSIS The CONSULTANT shall analyze and document Signing and Pavement Markings Tasks in accordance with all applicable manuals,guidelines, standards,handbooks,procedures, and current design memorandums. 19.1 Traffic Data Analysis The CONSULTANT shall review the approved preliminary engineering report,typical section package, traffic technical memorandum and proposed geometric design alignment to identify proposed sign placements and roadway markings. Perform queue analysis. 19.2 No Passing Zone Study—N/A 19.3 Signing and Pavement Marking Master Design File The CONSULTANT shall prepare the 60%Phase Signing&Marking Design file to include all necessary design elements and all associated reference files. 19.4 Multi-Post Sign Support Calculations - N/A 19.5 Sign Panel Design Analysis Establish sign layout, letter size and series for non-standard signs. 19.6 Sign Lighting/Electrical Calculations—N/A—(Signs not lighted) 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 ec Pa a A-48 Pro Scope of Services g j t Number: 60201 19.10 Other Signing and Pavement Marking Analysis—N/A 19.11 Field Reviews 19.12 Technical Meetings 19.13 Quality Assurance/Quality Control 19.14 Independent Peer Review—N/A 19.15 Supervision 19.16 Coordination 20 SIGNING AND PAVEMENT MARKING PLANS The CONSULTANT shall prepare a set of 60% Design Phase 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 Notes/Pay Item Notes 20.3 Project Layout—N/A 20.4 Plan Sheet 20.5 Typical Details 20.6 Guide Sign Work Sheets 20.7 Traffic Monitoring Site-N/A 20.8 Cross Sections—N/A 20.9 Special Service Point Details—N/A 20.10 Special Details 20.11 Interim Standards—N/A 20.12 Quality Assurance/Quality Control 20.13 Supervision 21 SIGNALIZATION ANALYSIS The CONSULTANT shall analyze and document Signalization Analysis Tasks in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and current design memorandums. The CONSULTANT shall have a licensed Professional Engineer with experience Page A-49 Pro ect Number: 60201 � Scope of Services g J in traffic signal timing development review and approve all final data collection, proposed intersection timings, phasing, etc. (when required per scope) 21.1 Traffic Data Collection The CONSULTANT shall perform all effort required for traffic data collection,including crash reports, 24 hr. machine counts, 8 hr. turning movement counts, 7-day machine counts, and speed& delay studies. Note: Either In Season or Off-Season (Not both) 21.1a Approach Counts—Seven (7) day (Design) The CONSULTANT shall collect approach counts for a period of at least seven(7) consecutive days for each direction of travel for the purposes of design. Count data shall be recorded by automatic devices furnished by the CONSULTANT. The seven(7) approach counts will be used to determine the operating time periods for each timing pattern developed for each 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 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). 21.1b Design Turning Movement Counts—Three (3) Day The CONSULTANT shall collect and summarize eight(8) hours of fifteen-minute turning movement counts for at each traffic signal included in the project limits during the 0 to 60% design phase using the procedures contained in the Florida Department of Transportation Manual on Uniform Traffic Studies (MUTS), Chapter IV, "Summary of Vehicle Movements". The counts shall be conducted during the highest eight hours of the day as determined by average approach counts in 21.1 a, and include the AM peak, PM peak, Mid-day peak and Off- peak periods. The specific time frame for each period shall be determined by the CONSULTANT and approved by Collier County Traffic Operations. The counts shall include trucks. One (1) day of turning-movement counts shall be made on a typical Tuesday, Wednesday, or Thursday. One (1) day of turning movement counts shall be made on a normal Saturday. One (1) day of turning movement counts shall be made on a normal Sunday. Counts shall not be conducted on non-school day, holiday or during special events. A seasonal adjustment factor approved by Collier County Traffic Operations may be required. The CONSULTANT shall submit turning movement counts in tabular form, broken down by approach with each turning movement separated. The tables shall show the eight hours of data collection divided into 15 Scope of Services Page A-50 Pro ect Number: 60201 cA�� g J minute increments and one hour totals. The format for the count data shall be approved by Collier County Traffic Operations. 21.2 Traffic Data Analysis—N/A will be made part of the Design-Build Criteria Package. The CONSULTANT shall determine signal operation plan, intersection geometry, forecasting traffic, and intersection analysis run. 21.2a Intersection Analysis The CONSULTANT shall use the latest Collier County approved version of SYNCHRO 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 reflection 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 SYNCHRO analysis shall be submitted to Collier County Traffic Operations for review and approval. Each SYNCHRO model shall include each signalized intersection within the limits of the project. Engineering judgment should always be used in correlation with the software. SYNCHRO analysis shall be used with the following restrictions: • The CONSULTANT shall determine minimum and maximum cycle lengths 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. Tru-Traffic shall be used by the CONSULTANT to refine the offsets from the time-space diagrams generated by SYNCHRO. The bandwidths, speeds, direction of travel, intersection names and offsets shall be shown on each time-space diagram developed in TS/PP-Draft. The offset reference points must be verified through Collier County Traffic Operations before input into Tru-Traffic. Scope of Services Page A-51 Project Number: 60201 The results of the SYCHRO analysis and Tru-Traffic time-space diagrams shall be submitted to the Collier County Traffic Operations as a draft timing report for review and approval. The draft timing report shall contain the following for each system: • Each system's time of day operation data. • A line sketch showing lane configurations with storage lane lengths, phase numbering and speed limits at each intersection. • Line sketch showing peak hour volume (AM, Noon and PM) information at each intersection. • Controller parameter data. • Coordination parameter data including splits and offsets for each developed pattern. • The offset reference point. • The time space diagrams of all final patterns developed. The CONSULTANT shall submit the draft and final SYNCHRO and Tru-Traffic runs electronically using the most current version. 21.3 Signal Warrant Study—N/A 21.4 Systems Timings—N/A Note: Required services will be the responsibility of the Design-Build Team. Requirements will be made part of the Design-Build Criteria Package. 21.5 Reference and Master Signalization Design File The CONSULTANT shall prepare the 60% Phase Signalization Design file to include all necessary design elements and all associated reference files. 21.6 Reference and Master Interconnect Communication Design File The CONSULTANT shall prepare the 60% Phase Interconnect Communication Design file to include all necessary design elements and all associated reference files. 21.7 Overhead Street Name Sign Design The CONSULTANT shall design Signal Mounted Overhead Street Name signs. (20 Total) Scope of Services Page A-52 Project Number: 60201 21.8 Pole Elevation Analysis ) -NA 21.9 Traffic Signal Operation Report—N/A 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 Other Signalization Analysis—N/A 21.14 Field Reviews (5 Intersections—Livingston, Emergency, Whippoorwill) The CONSULTANT shall collect information from the maintaining agencies and conduct a field review. The review should include, but is not limited to, the following: • Existing Signal and Pedestrian Phasing • Controller Make, Model, Capabilities and Condition/Age • Condition of Signal Structure(s) • Type of Detection as Compared with Current District Standards • Interconnect Media • Controller Timing Data 21.15 Technical Meetings 21.16 Quality Assurance/Quality Control 21.17 Independent Peer Review—N/A 21.18 Supervision 21.19 Coordination 22 SIGNALIZATION PLANS (20 Poles: Livingston, Emergency, Whippoorwill, R-Cut) The CONSULTANT shall prepare a set of 60% Design Phase Signalization Plans 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 Scope of Services Page A-53 Project Number: 60201 22.4 Interconnect Plans 22.5 Traffic Monitoring Site -N/A 22.6 Guide Sign Worksheet 22.7 Special Details 22.8 Special Service Point Details — N/A 22.9 Mast Arm/Monotube Tabulation Sheet 22.10 Strain Pole Schedule (Temporary Signals)—N/A 22.11 TTCP Signal (Temporary)—N/A 22.12 Temporary Detection Sheet—N/A 22.13 Utility Conflict Sheet 22.14 Interim Standards—N/A 22.15 Quality Assurance/Quality Control 22.16 Supervision Signal Operations 23 LIGHTING ANALYSIS The CONSULTANT shall analyze and document Lighting Tasks in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and current design memorandums. 23.1 Lighting Justification Report—N/A 23.2 Lighting Design Analysis Report(LDAR) The CONSULTANT shall prepare a Preliminary Lighting Design Analysis Report. in accordance with the requirements of the FDOT Design Manual. The report shall be submitted under a separate cover prior to the final design-build criteria package submittal. The report shall provide analyses 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 report shall include the evaluation of the existing lighting design and a recommendation on upgrading the existing lighting levels. The evaluation shall consider pole heights, lamp wattage, and arm lengths. The evaluation shall include a cost estimate that includes initial cost in addition to operations and maintenance cost for one year(to be developed by Collier County Traffic staff). The CONSULTANT shall prepare a photometric analysis to be submitted as part of the Lighting Design Analysis Report. Scope of Services Page A-54 Project Number: 60201 cxco The Lighting Design Analysis Report(LDAR) shall include: • Lighting Design Criteria • Lighting Photometric Calculations • Letter to the power company requesting service • Power company confirmation letter on the requested services (D/B Team Responsibility) • Voltage drop calculations for each branch circuit After approval of the preliminary report,the CONSULTANT shall submit a final report for the design-build criteria package. 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.if applicable,FDOT and Local Agency power shall be on separate service points/meters. The Voltage Drop Calculations shall be submitted with the Lighting Design Analysis Report. 23.4 FDEP Coordination and Report—N/A 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—N/A 23.7 Design Documentation—N/A (include 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 - Consultant will provide Supplemental Terms and Conditions to the COUNTY. 23.11 Other Lighting Analysis—Review of existing Plans and As-builts 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 Scope of Services Page A-55 Project Number: 60201 requirements, etc. This review also includes circuits outside the limits of lighting construction that originate or touch this Project's scope of work. 23.13 Technical Meetings 23.14 Quality Assurance/Quality Control 23.15 Independent Peer Review—N/A 23.16 Supervision 23.17 Coordination 24 LIGHTING PLANS (Livingston, Pine Ridge) The CONSULTANT shall prepare a set of 60% Design Phase Lighting Plans in accordance with all applicable Collier County Traffic Operations Roadway Lighting Technical Special Provisions, FDOT manuals, guidelines, standards, handbooks, procedures, and current design memorandums. 24.1 Key Sheet 24.2 Summary of Pay Items 24.3 Pole Data, Legend & Criteria 24.4 Service Point Details— Show location only on plan sheets 24.5 Project Layout—N/A 24.6 Plan Sheet 24.7 Special Details—only include standard Collier County details 24.8 Temporary Highway Lighting Detail Sheets—N/A 24.9 Temporary Highway Lighting Plan Sheets—N/A 24.10 Interim Standards—N/A 24.11 Quality Assurance/Quality Control 24.12 Supervision 25 LANDSCAPE ANALYSIS The CONSULTANT will review the corridor to determine Landscape Opportunities for future COUNT\ use and "Base Level of Landscaping"per Collier County Landscape Beautification Master Plan. Include: specification of conduits and sleeves for irrigation and specification of adequate landscaping topsoil within the medians and appropriate areas of opportunity for future landscaping items. Architectural Pavers will be designed in medians where applicable. The CONSULTANT will not provide analysis and/or Landscaping Irrigation and Planting plan component. 25.1 Data Collection—Field Review with County Staff CAO Scope of Services Page A-56 Project Number: 60201 25.2 Site Inventory and Analysis for Proposed Landscape—N/A 25.3 Planting Design—Conceptual Design for Opportunity and Constraints—N/A 25.4 Irrigation Design—N/A 25.5 Hardscape Design—N/A 25.6 Roll Plots 25.7 Quantities—N/A 25.8 Cost Estimates —N/A 25.9 Technical Special Provisions and Supplemental Terms and Conditions 25.10 Inspection Services—N/A 25.11 Other Landscape Services—N/A 25.12 Outdoor Advertising—N/A 25.13 Field Reviews — 25.14 Technical Meetings /Public Meetings—N/A 25.15 Quality Assurance/Quality Control 25.16 Independent Peer Review—N/A 25.17 Supervision 25.18 Project Coordination 25.19 Interdisciplinary Coordination 26 LANDSCAPE PLANS The CONSULTANT shall provide"base level of landscaping" in the roadway plans as follows: electrical and irrigation sleeving,clean median backfill with landscape quality soil,non-mountable Type F curbing and brick pavers at the median ends. Specification and references in "Landscape and Irrigation Specifications for Beautification Improvements" are found in the Collier County's Right of Way Manual. Plans will be reviewed by Collier County Landscape Design and Maintenance Staff. The CONSULTANT will not provide analysis and/or Landscaping Irrigation and Planting Plan component. 27 SURVEY The CONSULTANT shall perform survey tasks in accordance with all applicable statutes, manuals, guidelines, standards, handbooks, procedures, and current design memoranda. The CONSULTANT shall submit all survey notes and computations to document the surveys. All field survey work shall be recorded in approved media and submitted to the COUNTY.Field books Scope of Services Page A-57 Project Number: 60201 submitted to the COUNTY must be of an approved type. The field books shall be certified by the surveyor in responsible charge of work being performed before the final product is submitted. The field survey will be provided as part of the Design Criteria Package. The survey notes shall include documentation of decisions reached from meetings, telephone conversations or site visits. All like work (such as bench lines, reference points, etc.) shall be recorded contiguously. The COUNTY may not accept field survey radial locations of section corners, platted subdivision lot and block corners, alignment control points, alignment control reference points and certified section corner references. The COUNTY may instead require that these points be surveyed by true line, traverse or parallel offset or Global Positioning Systems (GPS)procedures. 27.1 Horizontal Project Control (HPC) Establish or recover HPC, for the purpose of establishing horizontal control on the Florida State Plane Coordinate System or datum approved by the COUNTY's Project Manager; may include primary or secondary control points. Includes analysis and processing of all field collected data, and preparation of forms. 27.2 Vertical Project Control (VPC) Establish or recover VPC, for the purpose of establishing vertical control on datum approved by the COUNTY's Project Manager; may include primary or secondary vertical control points. Includes analysis and processing of all field collected data, and preparation of forms. 27.3 Alignment and/or Existing Right of Way (R/W)Lines Establish, recover or re-establish project alignment. Also includes analysis and processing of all field collected data, existing maps, and/or reports for identifying mainline, ramp, offset, or secondary alignments. Depict alignment and/or existing R/W lines (in required format) per COUNTY R/W Maps, platted or dedicated rights of way. 27.4 Aerial Targets—N/A 27.5 Reference Points Reference Horizontal Project Control (HPC)points,project alignment, vertical control points, section, 1/4 section, center of section corners and General Land Office (G.L.O.) corners as required. 27.6 Topography/Digital Terrain Model (DTM) (3D) Locate all above ground features and improvements for the limits of the project by collecting the required data for the purpose of creating a DTM with sufficient density. Shoot all break lines, high and low points. Effort includes field edits, analysis and processing of all field collected data, existing maps, and/or reports. 27.7 Planimetric (2D) Scope of Services Page A-58 ���; p g Project Number: 60201 Locate all above ground features and improvements. Deliver in appropriate electronic format. Effort includes field edits, analysis and processing of all field collected data, existing maps, and/or reports. 27.8 Roadway Cross Sections/Profiles Perform cross sections or profiles. May include analysis and processing of all field-collected data for comparison with DTM. 27.9 Side Street Surveys Refer to tasks of this document as applicable. 27.10 Underground Utilities The CONSULTANT's approach to practicing SUE shall be consistent with the American Society of Civil Engineers (ASCE) Standard (Cl/ASCE 38-02) entitled "Standard Guideline for the Collection and Depiction of Existing Subsurface Utility Data". Designation includes 2-dimensional collection of existing utilities and selected 3-dimensional verification as needed for designation. Designation shall include electronic depths. Location includes non-destructive excavation to determine size, type and location of existing utility, as necessary for final 3-dimensional verification. Survey includes collection of data on points as needed for designates and locates. Includes analysis and processing of all field collected data, and delivery of all appropriate electronic files. The Consultant shall SUE eight foot "X" shaped trenches at new underground infrastructure or earthwork excavation(i.e., drilled shafts, sheet piles, strain poles,mast arms, miscellaneous foundations, drainage structures, pipe culverts, new ditches, etc.) in areas that work will be performed. CONSULTANT shall provide electronic depths with the designates. Proposed SUE locations must be approved by the COUNTY prior to authorization of this task. Additionally, scope includes up to eighty (80)pothole locations. A Professional Land Surveyor, registered in the State of Florida, shall sign and seal the data provided and included in the Verified Utility Locate Plan Sheets. All information shall be provided in the format requested by the COUNTY. 27.11 Outfall Survey Locate all above ground features and improvements for the limits of the project by collecting the required data for the purpose of a DTM. Survey with sufficient density of shots. Shoot all break lines, high and low points. Includes field edits, analysis and processing of all field collected data, existing maps, and/or reports. 27.12 Drainage Survey Locate underground data (XYZ, pipe size, type, condition and flow line) that relates to above CAC Scope of Services Page A-59 Project Number: 60201 ground data. Includes field edits, analysis and processing of all field collected data, existing maps, and/or reports. 27.13 Bridge Survey (Minor/Major)—N/A 27.14 Channel Survey—N/A) 27.15 Pond Site Survey Refer to tasks of this document as applicable. 27.16 Mitigation Survey—N/A 27.17 Jurisdiction Line Survey Perform field location (2-dimensional) of jurisdiction limits as defined by respective authorities, also includes field edits, analysis and processing of all field collected data, preparation of reports. 27.18 Geotechnical Support Perform 3-dimensional (X,Y,Z) field location, or stakeout, of boring sites established by geotechnical engineer. Includes field edits, analysis and processing of all field collected data and/or reports. 27.19 Sectional/Grant Survey Perform field location/placement of section corners, 1/4 section corners, and fractional corners where pertinent. Includes analysis and processing of all field-collected data and/or reports. 27.20 Subdivision Location—N/A 27.21 Maintained R/W Perform field location (2-dimensional) of maintained R/W limits as defined by respective authorities, if needed. Also includes field edits, analysis and processing of all field collected data, preparation of reports. 27.22 Boundary Survey—N/A 27.23 Water Boundary Survey - N/A 27.24 Right of Way Staking, Parcel/Right of Way Line Perform field staking and calculations of existing/proposed R/W lines for on-site review purposes where parcels/easements will be obtained. 27.25 Right of Way Monumentation —N/A 27.26 Line Cutting Perform all efforts required to clear vegetation from the line of sight. Scope of Services Page A-60 Project Number: 60201 27.27 Work Zone Safety Provide work zone as required by COUNTY standards. 27.28 Vegetation Survey—N/A 27.29 Tree Survey Locate individual trees or palms, above 4 inches in diameter, within the project limits. 27.30 Miscellaneous Surveys Refer to tasks of this document, as applicable, to perform surveys not described herein. The percent for Supplemental will be determined at negotiations. This item can only be used if authorized in writing by the COUNTY. 27.31 Supplemental Surveys Supplemental survey days and hours are to be approved, in writing, in advance by the COUNTY. Refer to tasks of this document, as applicable, to perform surveys not described herein. 27.32 Document Research Perform research of documentation to support field and office efforts involving surveying and mapping. 27.33 Field Review Perform verification of the field conditions as related to the collected survey data. 27.34 Technical Meetings Attend meetings as required and negotiated by the COUNTY. 27.35 Quality Assurance/Quality Control (QA/QC) Establish and implement a QA/QC plan. Also includes subconsultant review, response to comments and any resolution meetings if required, preparation of submittals for review, etc. 27.36 Supervision Perform all activities required to supervise and coordinate project. These activities must be performed by the project supervisor, a Florida P.S.M. or their delegate as approved by the COUNTY Project Manager. 27.37 Coordination Coordinate survey activities with other disciplines. These activities must be performed by the project supervisor, a Florida P.S.M. or their delegate as approved by the COUNTY Project Manager. Page A-61 Pro ect Number: 60201 cAo Scope of Services g j 28 PHOTOGRAMMETRY - N/A 29 MAPPING The CONSULTANT will be responsible for the preparation of control survey maps, right of way maps, right of way sketches, maintenance maps, sketches, other miscellaneous survey maps, and legal descriptions as required for this project in accordance with all applicable FDOT Manuals, Procedures, Handbooks, COUNTY specific requirements, and Florida Statutes. All maps, surveys and legal descriptions will be prepared under the direction of a Florida Professional Surveyor and Mapper(PSM)to COUNTY size and format requirements utilizing COUNTY approved software and will be designed to provide a high degree of uniformity and maximum readability. The CONSULTANT will submit maps, legal descriptions, quality assurance check prints, checklists, electronic media files and any other documents as required for this project to the COUNTY for review at stages of completion as negotiated. Master CADD File 29.1 Alignment 29.2 Section and 1/4 Section Lines 29.3 Subdivisions/Property Lines 29.4 Existing Right of Way 29.5 Topography 29.6 Parent Tract Properties and Existing Easements 29.7 Proposed Right of Way Requirements The ENGINEER OF RECORD (EOR) will provide the proposed requirements. The PSM is responsible for calculating the final geometry. Notification of Final Right of Way Requirements along with the purpose and duration of all easements will be specified in writing. 29.8 Limits of Construction The limits of construction DGN file as provided by the EOR will be imported or referenced to the master CADD file. Additional labeling will be added as required. The PSM is required to advise the EOR of any noted discrepancies between the limits of construction line and the existing/proposed right of way lines, and for making adjustments as needed when aresolution is determined. 29.9 Jurisdictional/Agency Lines These lines may include, but are not limited to,jurisdictional, wetland, water boundaries, and city/county limit lines. Sheet Files 29.10 Control Survey Cover Sheet CAI Scope of Services Page A-62 Project Number: 60201 29.11 Control Survey Key Sheet 29.12 Control Survey Detail Sheet 29.13 Right of Way Map Cover Sheet 29.14 Right of Way Map Key Sheet 29.15 Right of Way Map Detail Sheet 29.16 Maintenance Map Cover Sheet 29.17 Maintenance Map Key Sheet 29.18 Maintenance Map Detail Sheet 29.19 Reference Point Sheet 29.20 Project Control Sheet This sheet depicts the baseline, the benchmarks, the primary and secondary control points and their reference points including the type of material used for each point,their XYZ coordinates, scale factors and convergence angles. This sheet(s) may be included with the Control Survey Map, Right of Way Map and Maintenance Map. 29.21 Table of Ownerships Sheet Miscellaneous Surveys and Sketches 29.22 Parcel Sketches 29.23 TIITF Sketches 29.24 Other Specific Purpose Survey(s) 29.25 Boundary Survey(s) Map—N/A 29.26 Right of Way Monumentation Map—N/A 29.27 Title Search Map 29.28 Title Search Report 29.29 Legal Descriptions 29.30 Final Map/Plans Comparison The PSM will perform a comparison of the final right of way maps with the available 60% Phase construction plans to review the correctness of the type of parcel to be acquired and the stations/offsets to the required right of way. The PSM will coordinate with the FOR to resolve any conflicts or discrepancies and provide documentation of the review. 29.31 Field Reviews Scope of Services Page A-63 Project Number: 60201 11) 29.32 Technical Meetings 29.33 Quality Assurance/Quality Control 29.34 Supervision 29.35 Coordination 29.36 Supplemental Mapping—N/A 30 TERRESTRIAL MOBILE LiDAR-N/A 31 ARCHITECTURE DEVELOPMENT—N/A 32 NOISE BARRIERS IMPACT DESIGN ASSESSMENT —N/A 33 INTELLIGENT TRANSPORTATION SYSTEMS ANALYSIS Note: Required services post 60% Design Submittal will be the responsibility of the Design- Build Team. Requirements will be made part of the Design-Build Criteria Package. 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 SEMP 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 deviceplacements. The CONSULTANT shall review and follow Collier County Traffic Operations specifications at all time 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, and develop a Concept of Operations (ConOps), Project Systems Engineering Management Plan (PSEMP), RTVM, and other documents as necessary for conformance with Federal Highway Administration (FHWA) requirements. The CONSULTANT shall 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. 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 Livingston Road to I-75 Page A-64 Project Number: 60201 lA Scope of Services g j Southbound On-Off Ramps and this may require the installation of new fiber and conduit. BlueTOAD BlueTOAD Spectra CV2X system 2 units and all requisite accessories with the ability to send Traveler Information Messages (TIM) to motorists 1. Pine Ridge Rd & Livingston Rd 2. Pine Ridge Road & I-75 (FDOT DDI Design Responsibility) CCTV camera system shall provide 100 percent coverage of all mainline lanes, entrance and exit ramps,interchanges(includes view of crossing arterials),blind spots(such as those caused due to existing and proposed bridges,existing and proposed signage,vegetation,and horizontal and vertical curvatures). Cameras shall be spaced to meet the Project requirements, guidance from the ConOps, and as approved by the COUNTY. Vehicle detection devices shall be spaced as required to meet the Project requirements (speed, volume, and occupancy detection), guidance from the ConOps and as approved by the COUNTY. All ITS devices shall be compatible with the latest version of the National Transportation Communications for ITS Protocol(NTCIP). The CONSULTANT shall design the project such that all ITS field devices and ancillary components comply with FDOT's Approved Product List (APL) and are supported within software approved by the COUNTY. Closed Circuit Television(CCTV) Camera Assembly The CONSULTANT shall be responsible for the conceptual design and exact field locations for the camera assemblies. The camera subsystem shall provide overlapping coverage to overcome visual blockage. Camera assemblies may include a camera lowering device (CLD). The position, height, and design of each camera pole shall be finalized by the Design-Build Team. Each site shall be evaluated for overall monitoring capability, as well as designed to provide safe and effective maintenance conditions. The camera assembly deployment shall be designed to provide fields of view that give the required corridor coverage. The CONSULTANT shall identify the final number and locations of the camera assemblies based on the evaluation of existing conditions and coordination with Traffic Operations Department. . The CCTV camera assembly shall comply with the latest version of FDOT Standard Specifications for Road and Bridge Construction, Supplemental Specification 682. Vehicle Detection Subsystem CAO Scope of Services Page A-65 Project Number: 60201 The CONSULTANT shall select vehicle detection technology to meet the Project needs, ConOps requirements, and as approved by the COUNTY. The CONSULTANT shall be responsible for the conceptual design of a non-intrusive vehicle detection subsystem for the roadway facilities. The detectors shall be positioned near other ITS field device infrastructure including the fiber-optic splice vaults when feasible to reduce cost. Final detection station locations shall be based on a number of location variables identified during the design phase. The vehicle detection subsystem shall collect and process volume, speed and occupancy data on a lane-by-lane basis for the corridor mainlines, in both directions of travel. The data will be used by the TMC for functions including detecting incidents, determining travel times, estimating traffic conditions for dissemination to travelers, sharing information with other agencies, and data archiving for transportation planning and historical data analysis. The vehicle detection subsystem shall allow for connectivity to the TMC. Vehicle detectors must meet the Project requirements under all environmental and traffic conditions expected for the corridors. The detection system shall produce accurate volume, speed and occupancy data for all corridor traffic operation conditions. The CONSULTANT design must limit the likelihood of occlusions, other blocking of vehicles and adjacent lanes detection that degrade the detection system performance below specified accuracy. Design the system so that signs, walls, guardrails, and other physical elements do not degrade detection performance. The system shall allow remote configuration, calibration, monitoring, and diagnostic of real- time traffic activities from a remote location, such as the TMC,using software provided by the detection system vendor. The CONSULTANT shall determine the exact location of the field devices to meet the desired coverage and functional requirements of vehicle detectors. The detector and associated cabinet locations shall be identified by the CONSULTANT. The CONSULTANT shall be responsible for the conceptual design of a vehicle detection system that allows travel times to be automatically calculated for roadway facilities. The travel time system may utilize a variety of vehicle detection systems, including loop, video, microwave, wireless magnetometer, and Automatic Vehicle Identification(AVI) systems. The system shall utilize the project communications backbone in order to collect and distribute travel time data to the TMCs. The vehicle detection system utilized shall comply with the latest version of FDOT Standard Specifications for Road and Bridge Construction, Specification 660. 33.2 Communications The CONSULTANT shall be responsible for the development of a communications plan(with Collier County Traffic Operations staff to determine the optimal communications medium for the project corridor. The plan shall be developed prior to submittal of 30% plans. The plan Page A-66 Pro ect Number: 60201 C Scope of Services g j shall identify communications media alternatives and provide a cost estimate that includes initial, operations and maintenance cost for the life cycle of the communications network. The plan shall ensure that video,voice, and data will be communicated in real-time between center to-field and center-to-center (C2C) nodes as applicable. The communications system design must utilize non-proprietary, open- architecture, standards-based, robust, scalable, and proven technology. The communication plan analysis shall address communication and connections between field devices, communications and connections between field devices and the TMC, center-to-center communications between TMCs, and any other communication links or connections required to meet project goals. The communications system components shall be in accordance with Sections 630, 633, and 635 of the latest FDOT Standard Specifications for Road and Bridge Construction. 33.3 Grounding and Lightning Protection The CONSULTANT shall be responsible for a grounding and lightning protection conceptual design to provide personnel and equipment protection against faults, surge currents and lightning transients. The grounding and lightning protection system shall be designed in accordance with the latest version of the FDOT Standard Specifications for Road and Bridge Construction, Specification 620. 33.4 Power Subsystem 33.5 Voltage Drop Calculations The electrical design shall address allowable voltage drops per the NEC. The CONSULTANT shall submit voltage drop calculations for any electrical circuit providing power to the ITS field devices beyond the electric utility service point. The calculations shall document the length of each circuit, its load, the size conductor or conductors used and their ohm resistance values and the required voltages from the service point to the respective ITS devices to maintain voltage drops with allowable limits. 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 District. Load analysis calculations shall be submitted. All voltage drop calculations shall allow for future expansion of ITS infrastructure, if identified in the Project ConOps. 33.6 Design Documentation The CONSULTANT shall submit a Design Documentation Book with each plan submittal under separate cover and not part of the roadway documentation book. At a minimum, the design documentation book shall include: • Computation books for all applicable items on plans. • Phase submittal checklist. • Three-way quantity check list • Structural calculations for all structures • Voltage drop calculations. Project Number: 60201 Scope of Services Page A-67 g • Load analysis calculations 33.7 Existing ITS—N/A (Incl in 33.1) 33.8 Queue Analysis—N/A 33.9 Reference and Master ITS Design File The CONSULTANT shall prepare the ITS design file to include all necessary design elements and the reference files for topo,R/W roadway,utilities files,etc.This effort includes the design and layout of proposed ITS devices, including but not limited to: CCTV / Detection poles, detection devices, advanced traffic controllers, conduit, cabinet-related pull boxes, service points, fiber optic sizing, and communications hubs. All existing ITS infrastructure shall be referenced to the new ITS plan sheets (if applicable). 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, R/W, roadway, utilities files, existing ITS 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. 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 CCTV cameras, traffic detectors, and cabinets; and probability of lightning strike. 33.12 Sign Panel Design Analysis—N/A The CONSULTANT shall design all ITS signing in conjunction with the Roadway Master Signing. This includes any static sign panel that includes changeable message elements. 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 The CONSULTANT shall develop Technical Special Provisions (TSP) for the specific items or conditions of the project that are not addressed in the FDOT'S Standard Specifications, Supplemental Specifications and Special Provisions. 33.16 Other ITS Analyses—N/A 33.17 Field Reviews Scope of Services Page A-68 Project Number: 60201 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 Infrastructure • 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 Note: Required services post 60% Design Submittal will be the responsibility of the Design- Build Team. Requirements will be made part of the Design-Build Criteria Package. The CONSULTANT shall prepare a set of ITS Plans in accordance with the FDOT Design Manual that includes the following: 34.1 Key Sheet 34.2 General Notes/Pay Item Notes 34.3 Project Layout—N/A 34.4 Typical and Special Details The CONSULTANT shall prepare special details not addressed by FDOT 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 item notes and pay items. The plans shall depict the location of pull boxes, splice boxes, conduit runs and Scope of Services Page A-69 Project Number: 60201 device locations with setbacks from the travel way. Devices shall be located by station and offset. 34.6 ITS Communications Plans The CONSULTANT shall prepare plans for the communications network. These plans shall consist of block diagrams, (splicing diagrams, port assignments, wiring diagrams will be the responsibility of the D/B Team), and all other information necessary to convey the design concept to the contractor. These plans shall be included in the ITS plan set and be prepared in a manner consistent with immediately adjacent ITS project installations (planned or installed). The communication system shall be an open-architecture, non-proprietary, real-time, multimedia communications network. The communication system design must be compatible and completely interoperable with the existing systems. The CONSULTANT's design shall include protecting and maintaining the existing ITS infrastructure. For locations where existing ITS infrastructure is impacted, the CONSULTANT's design shall include mitigation to minimize the downtime of existing system as per the FDOT and COUNTY requirements. The CONSULTANT is responsible for the design of the communication infrastructure and its integration with the COUNTY's communication system. Additionally, the CONSULTANT shall determine the most cost effective, best performing, communication connectivity option. The communication system must allow command and control as well as data and video transmission between the field devices and the TMC at 2885 Horseshoe Drive,Naples Florida. Conduit paths shall be selected to provide a continuous duct system on one side of the road unless otherwise requested by the FDOT. The various components of ITS deployment will be located on both sides of the freeway and therefore under pavement bore and lateral conduits will be necessary to access equipment locations. 34.7 Fiber Optic Splice Diagrams—N/A 34.8 Grounding and Lightning Protection Plans—N/A (Covered by Spec) 34.9 Cross Sections—N/A— Signal Mounted The CONSULTANT shall prepare cross sections for CCTV Camera Poles. 34.10 Guide Sign Work Sheets—N/A The CONSULTANT shall prepare the guide sign work sheets to include all necessary information related to the design of the static message signs in the project corridor. 34.11 Special Service Point Details The CONSULTANT shall design any special service point and electrical distribution system beyond the electric utility company's service point. The plan shall depict with pay items, Page A-70 Pro ect Number: 60201 CA(?! Scope of Services g j general and plan notes the locations of transformers, switches, disconnects, conduits, pull boxes and power conductors.The plans shall identify the location of underground and overhead service points with identifying pole and transformer numbers. 34.12 Strain Pole Schedule The CONSULTANT shall incorporate the schedule detail chart for concrete or steel strain poles in the plan set. 34.13 Overhead /Cantilever Sign Structure—N/A 34.14 Other Overhead Sign Structures (Long Span, Monotube, etc.) —N/A 34.15 Temporary Traffic Control Plans—N/A 34.16 Interim Standards—N/A The CONSULTANT shall adhere to all FDOT's Interim Standards for ITS applications. 34.17 GIS Data and Asset Management Requirements—N/A 34.18 Quality Assurance/Quality Control 34.19 Supervision 35 GEOTECHNICAL The CONSULTANT shall, for each project, be responsible for a complete geotechnical investigation. All work performed by the CONSULTANT shall be in accordance with FDOT 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 Geotechnical Engineer that they have walked the project site and verified to the best of their ability that information provided in the report is representative of what the surface conditions and vegetation suggest would exist below. Where cap rock is expected to be encountered in the installation of stormwater pipe and other structures, the pay items "Rock Trench Excavation" and "muck CAC Scope of Services Page A-71 Project Number: 60201 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 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. 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 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. 35.3 Stake Borings/Utility Clearance Stake borings and obtain utility clearance. 35.4 Muck Probing Probe standing water and surficial muck in a detailed pattern sufficient for determining removal limits to be shown in the Plans. 35.5 Coordinate and Develop TTCP for Field Investigation CA"):0 Scope of Services Page A-72 Project Number: 60201 Coordinate and develop Temporary Traffic Control Plan(TTCP). All work zone traffic control will be performed in accordance with FDOT Standard Plans Index 102 series. 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 Notify property tenants in person of drilling and field activities, if applicable. Written notification to property owners/tenants is the responsibility of the CONSULTANT. The CONSULTANT shall be responsible for assembling a list of all property owners where access is required for conducting geotechnical investigations. A standardized letter shall be prepared by the CONSULTANT for review and approval by the COUNTY prior to notifying affected property owners. 35.8 Groundwater Monitoring Monitor groundwater, using piezometers. 35.9 LBR/Resilient Modulus Sampling Collect Limerock Bearing Ratio (LBR) 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 Determine design LBR values from the 90% and mean methods when LBR testing is required by the COUNTY. 35.13 Laboratory Data Tabulate laboratory test results for inclusion in the geotechnical report,the report of tests sheet (Roadway Soil Survey Sheet), and for any necessary calculations and analyses. 35.14 Seasonal High Water Table Review the encountered 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 swales. Scope of Services Page A-73 Project Number: 60201 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 Perform stormwater volume recovery analysis in consultation with the EOR. 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 FDOT 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 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 Plans Indices 120-001 and 120-002. • The results of all tasks discussed in all previous sections regarding data interpretation and analysis. • An appendix that contains stratified soil boring profiles, laboratory test data sheets, sample embankment settlement and stability calculations, design LBR calculation/graphs, CA« Scope of Services Page A-74 Project Number: 60201 and other pertinent calculations. • The CONSULTANT will respond in writing to any changes and/or comments from the COUNTY and submit any responses and revised reports. 35.24 Final Report The Final Roadway Report shall include the following: • Copies of U.S.G.S. and S.C.S. maps with project limits shown. • A report of tests sheet that summarizes the laboratory test results, the soil stratification (i.e. soils grouped into layers of similar materials) and construction recommendations relative to Standard Plans Indices 120-001 and 120-002. • The results of all tasks discussed in all previous sections regarding data interpretation and analysis. • An appendix that contains stratified soil boring profiles, laboratory test data sheets, sample embankment settlement and stability calculations, design LBR calculation/graphs, and other pertinent calculations. • The CONSULTANT will respond in writing to any changes and/or comments from the COUNTY and submit any responses and revised reports. 35.25 Auger Boring Drafting Draft auger borings as directed by the COUNTY. 35.26 SPT Boring Drafting Draft SPT borings as directed by the COUNTY. 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. 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. The staff hour tasks for high embankment fills and structural foundations for bridges, box culverts, walls, high-mast lighting, overhead signs, mast arm signals, strain poles, buildings, and other structures include the following: CAo Scope of Services Page A-75 Project Number: 60201 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 Notify property tenants in person of drilling and field activities, if applicable. Written notification to property owners/tenants is the responsibility of the CONSULTANT. The CONSULTANT shall be responsible for assembling a list of all property owners where access is required for conducting geotechnical investigations. A standardized letter shall be prepared by the CONSULTANT for review and approval by the COUNTY prior to notifying affected property owners. 35.32 Collection of Corrosion Samples Collect corrosion samples for determination of environmental classifications. 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. Scope of Services Page A-76 Project Number: 60201 35.37 Selection of Foundation Alternatives (BDR)—N/A 35.38 Detailed Analysis of Selected Foundation Alternate(s)—If Applicable Detailed analysis and basis for the selected foundation alternative. Foundation analyses shall be performed using approved COUNTY methods and shall include: • GRS-IBS (including the parameters identified in the Instructions for Developmental Design Standard D6025) • Spread footings (including soil bearing capacity, minimum footing width, and minimum embedment depth). • For pile and drilled shaft foundations,provide graphs of ultimate axial soil resistance versus tip elevations. Calculate scour resistance and/or downdrag (negative skin friction), if applicable. • Provide settlement analysis. 35.39 Bridge Construction and Testing Recommendations—N/A Provide construction and testing recommendations including potential constructability problems. 35.40 Lateral Load Analysis Perform lateral load analyses as directed by the COUNTY. 35.41 Walls Provide the design soil profile(s), which include the soil model/type of each layer and all soil engineering properties required by the Engineer of Record for conventional wall analyses and recommendations. Review wall design for geotechnical compatibility and constructability. Evaluate the external stability of conventional retaining walls and retained earth wall systems. For retained earth wall systems, calculate and provide minimum soil reinforcement lengths versus wall heights, and soil parameters assumed in analysis. Estimate differential and total (long term and short term) settlements. Provide wall construction recommendations. 35.42 Sheet Pile Wall Analysis 35.43 Analyze sheet pile walls as directed by the COUNTY. Anticipated for Livingston Pond modifications. Design Soil Parameters for Signs, Signals, 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—N/A CAo Scope of Services Page A-77 Project Number: 60201 35.45 Preliminary Report The preliminary structures report shall contain the following discussions as appropriate for the assigned project: • Copies of U.S.G.S. and S.C.S. maps with project limits shown. • Summary of structure background data, S.C.S., U.S.G.S., geologic and potentiometric data. • The results of all tasks discussed in all previous sections regarding data interpretation and analysis). • Recommendations for foundation installation, or other site preparation soils-related construction considerations with plan sheets as necessary. • Any special provisions required for construction that are not addressed in the FDOT's Standard specification. • An Appendix which includes SPT and CPT boring/sounding profiles, data from any specialized field tests, engineering analysis, notes/sample calculations, sheets showing ultimate bearing capacity curves versus elevation for piles and drilled shafts, a complete FHWA check list, pile driving records (if available), and any other pertinent information. 35.46 Final Report- Bridge and Associated Walls—N/A 35.47 Final Reports - Signs, Signals, Walls, 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 FDOT 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 FHWA 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 final form and will include the following: 0+0 Scope of Services Page A-78 Project Number: 60201 • All original plan sheets (11" 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 information in the plans. Include these drawings in the Final Geotechnical Report. Draft borings, location map, S.C.S. map and U.S.D.A. map as directed by the COUNTY. Soil symbols must be consistent with those presented in the latest FDOT Soils and Foundations Handbook. 35.49 Other Geotechnical—N/A 35.50 Technical Special Provisions and Supplemental Terms and Conditions 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 - CONSULTANT shall use Open Roads Designer. 36.1 Phase I 3D Design Model - Phase I complete model to include existing features (pavement, shoulders, sidewalk, curb/gutter) 36.2 Phase II 3D Design Model - Modification of the Phase I model to include the addition of, ponds, floodplain compensation sites, retaining walls, barrier walls, cross overs, gore areas, side street connections, driveways and curb ramps. Underground utilities and overhead features (signs) are not included. 36.3 '''- N/A 36.4 - N/A 36.5 Cross Section Design Files - Includes all work associated with Project specific template/assembly modifications development effort of the 3D model 36.6 - Quality Assurance/Quality Control e j Scope of Services Page A-79 Project Number: 60201 36.7 - Supervision 36.8 - Coordination 37 PROJECT REQUIREMENTS 37.1 Liaison Office The COUNTY and the CONSULTANT will designate a Liaison Office and a Project Manager who shall be the representative of their respective organizations for the Project. While it is expected the CONSULTANT shall seek and receive advice from various state, regional, and local agencies, the final direction on all matters of this project remain with the COUNTY Project Manager. 37.2 Key Personnel The CONSULTANT's work shall be performed and directed by the key personnel identified in the proposal presentations by the CONSULTANT. Any changes in the indicated personnel shall be subject to review and approval by COUNTY. 37.3 Progress Reporting The CONSULTANT shall meet with the COUNTY as required and shall provide a written monthly progress report 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. 37.4 Correspondence Copies of all written correspondence between the CONSULTANT and any party pertaining specifically to this contract shall be provided to the COUNTY for their records within one (1) week of the receipt or mailing of said correspondence. 37.5 Professional Endorsement The CONSULTANT shall have a Licensed Professional Engineer in the State of Florida sign and seal all reports, documents, Technical Special Provisions and Supplemental Terms and Conditions, and plans as required by FDOT and COUNTY standards. 37.6 Computer Automation The project will be developed utilizing Computer Aided Drafting and Design (CADD) systems. The CONSULTANT shall submit final documents and files as described therein or as amended by this Scope of Services. CONSULTANT shall use Open Roads. 37.7 Coordination with Other Consultants The CONSULTANT is to coordinate his work with any and all adjacent and integral ( ) Scope of Services Page A-80 Project Number: 60201 consultants so as to effect complete and homogenous plans and specifications for the project(s) described herein. 37.8 Optional Services • Scope Intent is to deliver a conventional Design-Build project. Low-Bid Design-Build(LBDB) or Adjusted Score Design-Build (ASDB) are alternative contracting methods that may be utilized for the project's construction phase. Should the construction contracting method become Design-Bid-Build, preparation of Final Plans and Specifications, beyond the Design- Build Criteria Package would be considered Optional Services. CONSULTANT Fees would be modified/authorized per Schedule B. Project Schedule would be modified/authorized per Schedule C. Scope of Services Page A-81 Project Number: 60201 SCHEDULE B BASIS OF COMPENSATION 1. MONTHLY STATUS REPORTS B.1.1. As a 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 Sum Time and Materials Not-To-Exceed Task 1 30% Design Plans $ 1,565,592.00 $ Task 2 60% Design-Build Plans/Permits (Submitted) $ 983,894.00 $ Task 3 Design Build Criteria Package w/Permits $ 73,195.00 $ Task 4 90% Design Plans (TBD - Separate NTP Required)* $ 1,633,172.00 $ Task 5 100% Design Plans (TBD - Separate NTP Required)* $ 592,119.00 $ Task 6 Post Design Services (TBD - Separate NTP Required)* $ $ 146,520.00 $ $ $ $ * Required only if Project goes Design-Bid-Build. $ $ The lump sum amounts for Task 4, 5, and 6 are not $ $ payable should the Project conclude upon completion $ $ of Task numbers 1, 2, and 3 as a Design-Build project. $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ Page 18 of 30 PSA_CCNA Single Project Agreement[2022 ver.I] $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ Total Lump Sum Fee $ 4,847,972.00 Total Time and Materials Fee $ 146,520.00 GRAND TOTAL FEE $ 4,994,492.00 B.2.2. 0* Time and Material Fees: The fees noted in Section B.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 30 PSA_CCNA Single Project Agreement[2022 ver.1] (L.,1,0,. B.2.3. n* 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 set forth 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. B.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. B.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. B.3.4.1 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 of 30 PSA CCNA Single Project Agreement[2022 ver.l] B.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 §112.061, 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. B.3.4.1.8. Records of Reimbursable Expenses shall be kept on a generally recognized accounting basis. B.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 30 PSA_CCNA Single Project Agreement[2022_ver.11 r�� SCHEDULE B —ATTACHMENT 1 CONSULTANT'S HOURLY RATE SCHEDULE Title Hourly Rate Principal $238.00 Senior Project Manager $201.00 Senior Technologist $190.00 Senior Engineer $175.00 Project Manager $165.00 Senior Planner $164.00 Engineer $136.00 Planner $130.00 Senior Designer $128.00 Designer $109.00 Senior Technician $102.00 Clerical/Administrative $73.00 Technician $83.00 Environmental Specialist $120.00 Senior Environmental Specialist $156.00 Scientist/Geologist $115.00 Senior GIS Specialist $149.00 GIS Specialist $114.00 Surveyor and Mapper $142.00 CADD Technician $95.00 Survey Crew - 2 Man $152.00 Survey Crew - 3 Man $185.00 Survey 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 Protects, the above hourly rates are for purposes of providing estimate(s), as required by the grantor agency. Page 22 of 30 PSA_CCNA Single Project Agreement[2022_ver.1] ��� SCHEDULE C PROJECT MILESTONE SCHEDULE Number of Calendar Days Task/Item For Completion of Task from Date of Notice to Description Proceed Task 1 30% Design Plans 270 Task 2 60% Design-Build Plans/Permits (Submitted) 450 Task 3 Design Build Criteria Package w/Permits 810** Task 4 90% Design Plans (TBD - Separate NTP Required)* 660** Task 5 100% Design Plans (TBD - Separate NTP Required)* 810** Task 6 Post Design Services (TBD - Separate NTP Required)* 1825** * Required if Project goes Design-Bid-Build ** Subject to Change based on County/FDOT Schedule Page 23 of 30 PSA_CCNA Single Project Agreement[2022_ver.1Aiw SCHEDULE D 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. 6. 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. 8. 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 Page 24 of 30 PSA CCNA Single Project Agreement[2022_ver.l 1 _ v�E�t J 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. n 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 work 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. n ite ates-eng ' where applicable to the completion of the work. Coverage shall have minimum limits of 12. ❑ the work. Coverage shall have minimum limits of$ Per Claim/Occurrence. 13. n 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, $2,000,000 aggregate. B. The General Aggregate Limit shall apply separately to this Project and the policy shall be endorsed using the following endorsement wording. "This endorsement modifies insurance provided under the following: Commercial General Liability Coverage Part. The General Aggregate Limit under LIMITS OF INSURANCE applies separately to each of your projects away from premises owned by or rented to you." Applicable deductibles or self-insured retentions shall be the sole responsibility of CONSULTANT. Deductibles or self-insured retentions carried by the CONSULTANT shall be subject to the approval of the Risk Management Director or his/her designee. Page 25 of 30 PSA CCNA Single Project Agreement[2022_ver.1] �,4` 14. Collier County Board of County Commissioners shall be listed as the Certificate Holder and included as an "Additional Insured" on the Insurance Certificate for Commercial General Liability where required. The insurance shall be primary and non-contributory with respect to any other insurance maintained by, or available for the benefit of, the Additional Insured and the Contractor's policy shall be endorsed accordingly. Contractor shall ensure that all subcontractors comply with the same insurance requirements that the Contractor is required to meet. 15. ❑ Vate a +ab+laty—C� era e— �Irl--tee ca Med by the CONSULTANT or the SUBCONSULTANT in limits of not less than the Commercial General Liability limit shown in 16. ❑ Aircraft Liability. Coverage shall be carried , completion of the Services under this Agreement. 17. I■I BUSINESS AUTOMOBILE LIABILITY INSURANCE. Coverage shall have minimum limits of$ 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. ❑ fflifliFflIffil limits of$ Per Occurrence. 4-9, ❑ CYBER-INSURANCE,G-everagc shall have min* + rats of$ Per Oe_eefrere-: ,' .a n 1111AQQC1 I A 1 IAQ11 ITV A. Umbrella Liability maintained as part of the liability insurance of the and. if so, i „ nt of claims, th wn" to apply as primary ice- 21. n 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 $ 1 ,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 riot less than five (5) years following completion and acceptance of the Project by the COUNTY. D. The policy retroactive date will 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 Agreement[2022_ver.l] 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 shall 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: 1. The date the professional liability insurance renews. 2. Current policy limits. 3. Current deductibles/self-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. 7. 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 Single Project Agreement[2022_ver.1] .y� SCHEDULE E TRUTH IN NEGOTIATION CERTIFICATE In compliance with the Consultants' Competitive Negotiation Act, Section 287.055, Florida Statutes, JACOBS ENGINEERING GROUP INC. (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 " PINE RIDGE ROAD CORRIDOR IMPROVEMENTS "project" is accurate, complete and current as of the time of contracting. BY: FL.- TITLE: ' kCJ C(A4Q&* DATE: y `3, ay-49 Page 28 of 30 PSA_CCNA Single Project Agreement[2022_ver,l J SCHEDULE F KEY PERSONNEL Name Personnel Category Percentage of Time Bill Gramer Principal 4% Joe Martin Senior Project Manager 10% Houman Assari Senior Technologist 2.5% Bhushan Godbole Senior Technologist 2.5% Micela Rosell Senior Engineer 2.5% Eric Bridges Senior Engineer 2.5% Jawara Jarrett Project Manager 10% Tara Jones Senior Planner 5% Justin White Engineer 20% Kevin Heldorfer Engineer 12% David Hernandez Senior Designer 12.5% Felicia Kirby Planner 2.5% Nathan Kindle Designer 10% Sonal Dodia Senior Technician 2% Vanessa Davis Clerical/Administrative 2% Page 29 of 30 PSA_CCNA Single Project Agreement[2022_ver.1] le SCHEDULE G Other: (Description) ❑ following this page (pages through ) ❑■ this schedule is not applicable Page 30 of 30 PSA_CCNA Single Project Agreement[2022_ver.1] '``oleo® CERTIFICATE OF LIABILITY INSURANCE o�ioiizoz2 ' 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 LIC #0437153 1-212-948-1306 CONTACT Marsh Risk & Insurance Services _NAME: PHONE CIRTS_Support@jacobs.com (AC,No.Ext): FAX No): 1-212-948-1306 633 W. Fifth Street A ADDREDRESS: INSURER(S)AFFORDING COVERAGE NAIC# Los Angeles, CA 90071 INSURERA: ACE AMER INS CO 22667 INSURED INSURER B: Jacobs Engineering Group Inc. INSURER C: C/O Global Risk Management INSURERD: 1000 Wilshire Blvd., Suite 1140 INSURER E: Los Angeles, CA 90017 INSURER F: COVERAGES CERTIFICATE NUMBER: 66051357 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 ADDL SUBR LTR TYPE OF INSURANCE POLICY EFF POLICY EXP INSD WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY HDO G72496176 07/01/22 07/01/23 EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X 1 OCCUR DAMAGE TO RENTED PREMISES(Ea occurrence) $ 500,000 X CONTRACTUAL LIABILITY MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY X PRO- JECT LOC PRODUCTS-COMP/OPAGG $ 1,000,000 OTHER: A AUTOMOBILE LIABILITY ISA H25568230 07/01/22 07/01/23 COMBINED SINGLE LIMIT $ 1,000,000 X ANY AUTO (Ea accident) BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY (Per accident) $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKER A AND EMPLOYERS' SCF C68914619 (WI) 07/01/22 07/01/23 X STATUTE E PER ORH AND EMPLOYERS'LIABILITY Y/N A ANYPROPRIETOR/PARTNER/EXECUTIVE WLR C6891453A (AOS) 07/01/22 07/01/23 E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? N N/A A (Mandatory in NH) WCU C68914577 (OH)* 07/01/22 07/01/23 E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 A PROFESSIONAL LIABILITY EON G21655065 013 07/01/22 07/01/23 PER CLAIM/PER AGG 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) PROJECT MGR: Bill Grainer. CONTRACT NUMBER: 21-7831. CONTRACT END DATE: 7/1/2027. SECTOR: Public. Collier County Board of County Commissioners is added as an additional insured for general liability as respects the negligence of the insured in the performance of insured's services to cert holder under contract for captioned work. Coverage is primary and certificate holder's insurance is excess and non-contributory. Waiver of subrogation is hereby granted in favor of cert holder for WC. General Liability coverage includes the severability of interests/Cross Suits Liability provision in favor of the holder. Designated Construction Project(s) General Aggregate Limit Endorsement applies to the General Liability coverage. *THE TERMS, CONDITIONS, AND LIMITS PROVIDED UNDER THIS CERTIFICATE OF INSURANCE WILL NOT EXCEED OR CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Collier County Board of County Commissioners THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 3295 Tamiami Trail E AUTHORIZED REPRESENTATIVE + Naples, FL 34112 I USA ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD nyumdo newgalexy 66051357