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Backup Documents 07/12/2022 Item #11I
ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP 1 1 a TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE Print on pink paper. Attach to original document. The completed routing slip and original documents are to be forwarded to the County Attorney Office at the time the item is placed on the agenda. All completed routing slips and original documents must be received in the County Attorney Office no later than Monday preceding the Board meeting. **NEW** ROUTING SLIP Complete routing lines#1 through#2 as appropriate for additional signatures,dates,and/or information needed. If the document is already complete with the exception of the Chairman's signature,draw a line through routing lines#1 through#2,complete the checklist,and forward to the County Attorney Office. Route to Addressee(s) (List in routing order) Office Initials Date 1. Risk Risk Management 7/i 2-/Zz 2. County Attorney Office County Attorney Office 5KT � 7/lith 4. BCC Office Board of County Commissioners &t ' / 7/13/i 2- 4. Minutes and Records Clerk of Court's Office 1 iir Aq 5. Procurement Services Procurement Services /J/W/_ Ur�v\ PRIMARY CONTACT INFORMATION Normally the primary contact is the person who created/prepared the Executive Summary. Primary contact information is needed in the event one of the addressees above,may need to contact staff for additional or missing information. Name of Primary Staff Patrick O'Quinn/PROCUREMENT Contact Information 239-252-8407 Contact/ Department Agenda Date Item was JULY 12m,2022 Agenda Item Number 11.I. Approved by the BCC Type of Document PROFESSIONAL SERVICES Number of Original 1 Attached AGREEMENT Documents Attached PO number or account N/A 21-7901 HNTB number if document is IMMOKALEE CORPORATION to be recorded ROAD AT RANDALL BLVD. INTERSECTION IMPROVEMENTS INSTRUCTIONS & CHECKLIST Initial the Yes column or mark"N/A"in the Not Applicable column,whichever is Yes N/A(Not appropriate. (Initial) Applicable) 1. Does the document require the chairman's original signature STAMP OK N/A 2. Does the document need to be sent to another agency for additional signatures? If yes, N/A provide the Contact Information(Name;Agency;Address;Phone)on an attached sheet. 3. Original document has been signed/initialed for legal sufficiency. (All documents to be PRO signed by the Chairman,with the exception of most letters,must be reviewed and signed by the Office of the County Attorney. 4. All handwritten strike-through and revisions have been initialed by the County Attorney's N/A Office and all other parties except the BCC Chairman and the Clerk to the Board 5. The Chairman's signature line date has been entered as the date of BCC approval of the PRO document or the final negotiated contract date whichever is applicable. 6. "Sign here"tabs are placed on the appropriate pages indicating where the Chairman's PRO signature and initials are required. 7. In most cases(some contracts are an exception),the original document and this routing slip N/A should be provided to the County Attorney Office at the time the item is input into SIRE. Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. Be aware of your deadlines! RECEIVE 8. The document was approved by the BCC on 07/12/2022 and all changes made during i JU N/A©not the meeting have been incorporated in the attached document. The County L i 2 tion for Attorney's Office has reviewed the changes,if applicable. SR1'I/e this line. 9. Initials of attorney verifying that the attached document is the version approved by the Risk Mana N/A is not BCC,all changes directed by the BCC have been made,and the document is ready for the 9 a P on for Chairman's signature. `a2'tko, this line. ii1 Ann P. Jennejohn From: Ann P.Jennejohn Sent: Friday,July 15, 2022 11:26 AM To: OQuinnPatrick Subject: Contract#21-7901 (HNTB Corp.) Attachments: #21-7901 (HNTB Corporation).pdf For your records. Thank you! Ann Jenne,john 13MR Senior Deputy Clerk 1I vti,<<u,,, Clerk to the Value Adjustment Board 4.4.• Office: 239-252-8406 Fax: 239-252-8408 (if applicable) • AvIn.Jevurtejoko.@CollierClerk.com .§^ Office of the Clerk of the Circuit Court & Comptroller of Collier County 3299 Tawtiawti Trail, Suite #401 Naples, FL 34112-5324 www.CollierClerk.coo i 1 1 i PROFESSIONAL SERVICES AGREEMENT Contract # 21-7901 for " Immokalee Road at Randall Boulevard Intersection Improvements THIS AGREEMENT is made and entered into this )2111 day of J✓ Iv , 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 HNTB Corporation authorized to do business in the State of Florida, whose business address is 201 North Franklin Street, Suite 1200, Tampa, FL 33602 (hereinafter referred to as the "CONSULTANT" and/or "CONTRACTOR"). WITNESSETH: WHEREAS, the COUNTY desires to obtain the professional services of the CONSULTANT concerning Immokalee Road at Randall Boulevard Intersection 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] 111 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 Ed Ponce, PE, CPM 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(a.colliercountvfl.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] 111 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.1] 111 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.1] C10 111 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.1] CAO 111 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] 1 1 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. Grant Funded: The hourly rates as set forth and identified in-Schedule B, which is attached 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.l] 1 1 I 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] 1 1 I 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.I] • 11 � 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[2022_ver.1] ill 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, 111 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 Engineeinq Division Division Director: Jay Ahmad Address: 2885 Horseshoe Drive S Naples, Florida 34104 Administrative Agent/PM: Dennis McCoy, Senior Project Manager Telephone: (239) 252-5726 E-Mail(s): Dennis.McCoy(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: HNTB Corporation Address: 201 North Franklin Street, Suite 1200 Tampa, Florida 33602 Page 12 of 30 PSA_CCNA Single Project Agreement[2022_ver.1] 1iI Attention Name & Title: Leonard C. Becker, Senior Vice President Telephone: (813) 402-4150 E-Mail(s): LeBecker(c�HNTB.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 # 21-7901 , including all Attachment(s), Exhibit(s) & Addendum Consultant's Proposal Page 13 of 30 PSA_CCNA Single Project Agreement[2022_ver.1] I 1 I 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] 111 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] CAO 111 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 a.cl Comptroller ' . P.... c' Q��ac . By: _ DateA-� -` �- Willia/ L. McDaniel, Jr. : , ,1, r , Chairman Atte t'as1oChairman's signature only., Ap ved-as-to orm a d Legality: 117.44 r Co5-e...-)i- P unty Attorney i,,,, 1,.. Name Consultant: Consultant's Witnesses: HNTB Corporation ----X . :44.-4A -- By e ezit. Witness e „12 , ()kcc- - occt-Le_ kyr 1_enrI ,,- C. lAe c.Krr -' r. 0 icA---teS;cA.e/vA- Name and Title Name and Title r) /y n s /✓I / - ice' Name and Title Page 16 of 30 PSA_CCNA Single Project Agreement[20 _ver. ] 1 11 SCHEDULE A SCOPE OF SERVICES following this page (pages 1 through 86 ) Page 17 of 30 ,,,.01PSA_CCNA Single Project Agreement[2022_ver.l] 111 k, SCHEDULE A S2rcount� SCOPE OF SERVICES FOR DESIGN AND RELATED SERVICES FOR Solicitation No.: 21-7901 County Project No.: 60147 Federal Aid Project No.: 1545-003-S Description: Immokalee Road (CR 846) at Randall Blvd Intersection Improvements, Collier County Bridge No.: 034063 Railroad Crossing No: N/A Context Classification: C-3R (Suburban Residential) r9 111 1 PURPOSE 4 2 PROJECT DESCRIPTION 6 3 PROJECT COMMON AND PROJECT GENERAL TASKS 2324 4 ROADWAY ANALYSIS 3034- 5 ROADWAY PLANS 3436 6 DRAINAGE ANALYSIS 3537 7 UTILITIES 3944- 8 ENVIRONMENTAL PERMITS and ENVIRONMENTAL CLEARANCES 4244 9 STRUCTURES - SUMMARY AND MISCELLANEOUS TASKS AND DRAWINGS 5052 10 STRUCTURES - BRIDGE TECHNICAL MEMO 5152 11 STRUCTURES - TEMPORARY BRIDGE—N/A 5455 12 STRUCTURES - SHORT SPAN CONCRETE BRIDGE—N/A 5455 13 STRUCTURES - MEDIUM SPAN CONCRETE BRIDGE—N/A 5455 14 STRUCTURES - STRUCTURAL STEEL BRIDGE—N/A 5455 15 STRUCTURES - SEGMENTAL CONCRETE BRIDGE—N/A 5455 16 STRUCTURES - MOVABLE SPAN—N/A 5455 17 STRUCTURES - RETAINING WALLS 5455 18 STRUCTURES —MISCELLANEOUS 5557 19 SIGNING AND PAVEMENT MARKING ANALYSIS 5759 20 SIGNING AND PAVEMENT MARKING PLANS 585-9 21 SIGNALIZATION ANALYSIS 5969 22 SIGNALIZATION PLANS 6062 23 LIGHTING ANALYSIS 616 24 LIGHTING PLANS 6365 25 LANDSCAPE ANALYSIS 6466 26 LANDSCAPE PLANS 646-7 27 SURVEY 6568 28 PHOTOGRAMMETRY—N/A 6972 29 MAPPING 6972 30 TERRESTRIAL MOBILE LiDAR—N/A 7175 31 ARCHITECTURE DEVELOPMENT—Not Applicable 7175 32 NOISE BARRIERS IMPACT DESIGN ASSESSMENT IN THE DESIGN PHASE A-2 c`�O 11a —(NOT-APPLICABLE - See PD&E Study) 7175 33 INTELLIGENT TRANSPORTATION SYSTEMS ANALYSIS 7175 34 INTELLIGENT TRANSPORTATION SYSTEMS PLANS 758 35 GEOTECHNICAL 77g4 36 3D MODELING—N/A 8594 37 PROJECT REQUIREMENTS 8594 A-3 c9 11 ! 1 PURPOSE The purpose of this exhibit is to describe the scope of work and the responsibilities of the CONSULTANT and the COUNTY in connection with the design and preparation of a complete set of construction contract documents and incidental engineering services, as necessary, for improvements to the transportation facility described herein. Major work mix includes: • 0020 New Bridge Construction • 0213 Add Lanes & Reconstruct Major work groups include: • 2.0 Project Development and Environmental (PD&E) Studies • 3.2 Major Highway Design • 4.2 Major Bridge Design Minor work groups include: • 4.1 Miscellaneous Structures and Minor Bridge Design • 6.3.1 ITS Analysis& Design • 7.1 Signing, Pavement Marking& Channelization • 7.2 Lighting • 7.3 Signalization • 8.1 Control Surveying • 8.2 Design, Right of Way Construction Surveying • 8.3 Photogrammetric Mapping • 8.4 Right of Way Mapping • 9.1 Soil Exploration • 9.2 Geotechnical Classification Lab Testing • 9.3 Highway Materials Testing • 9.4 Foundation Studies • 9.5 Geotechnical Specialty Lab Testing • 15.0 Landscape Architect. The consultant submitting as the prime consultant at a minimum must be pre-qualified through the Florida Department of Transportation (FDOT) in the following work groups: • Group 2—PD&E Studies • Group 3 - Highway Design— Roadway: 3.2 Major Highway Design • Group 4—Highway Design—Bridges: 4.2 Major Bridge Design Also,at a minimum,the consultant or its subconsultant(s)must be pre-qualified through the Florida Department of Transportation (FDOT) in the following work groups: • Group 4 — Highway Design — Bridges: 4.1 Miscellaneous Structures and Minor Bridge Design • Group 7—Traffic Operations Design A-4 C4O lil • Group 8—Surveying and Mapping • Group 9—Soil Exploration, Material Testing, and Foundations • Group 15 —Landscape Architect. Known alternative construction contracting methods include: N/A. The general objective is for the CONSULTANT to prepare a set of contract documents including plans, specifications, supporting engineering analysis, calculations and other technical documents in accordance with FDOT and COUNTY policy, procedures and requirements. These Contract documents will be used by the contractor to build the project and test the project components.These Contract documents will be used by the COUNTY or its Construction Engineering Inspection(CEI) representatives for inspection and final acceptance of the project. The CONSULTANT shall follow a system engineering process to ensure that all required project components are included in the development of the Contract documents and the project can be built as designed and to specifications. The Scope of Services establishes which items of work in the FDOT Manual of Uniform Minimum Standards for Design, Construction and Maintenance (Florida Greenbook), COUNTY Code and other pertinent manuals are specifically prescribed to accomplish the work included in this solicitation and indicate which items of work will be the responsibility of the CONSULTANT and/or the COUNTY. The CONSULTANT shall be aware that as a project is developed, certain modifications and/or improvements to the original concepts may be required.The CONSULTANT shall incorporate these refinements into the design and consider such refinements to be an anticipated and integral part of the work. This shall not be a basis for any supplemental fee 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. The CONSULTANT is expected to know the laws and rules governing their professions and are expected to provide services in accordance with current regulations, codes and ordinances and recognized standards applicable to such professional services. The CONSULTANT shall provide qualified technical and professional personnel to perform to COUNTY standards and procedures, the duties and responsibilities assigned under the terms of this agreement. The CONSULTANT shall minimize to the maximum extent possible the COUNTY's need to apply its own resources to assignments authorized by the COUNTY. The COUNTY will provide contract administration, management services, and technical reviews of all work associated with the development and preparation of contract documents, including Construction documents. The COUNTY's technical reviews are for high-level conformance and are not meant to be comprehensive reviews. The CONSULTANT shall be fully responsible for all work performed and work products developed under this Scope of Services. The COUNTY may provide job-specific information and/or functions as outlined in this solicitation if favorable. It is imperative that all signal, roadway lighting, and signing and pavement marking design be reviewed and approved by Collier County Traffic Operations at each phase of the project. The designer shall adhere to the current Collier County Traffic Operations specifications to minimize redesign. A-5 0 111 2 PROJECT DESCRIPTION The CONSULTANT shall investigate the status of the project and become familiar with concepts and commitments(typical sections,alignments,etc.)developed from prior studies and/or activities. A Project Development and Environment (PD&E) study has been completed by FDOT for this project. The CONSULTANT shall use the approved concepts as a basis for the design unless otherwise directed by the COUNTY. All PD&E study final reports can be obtained at the FDOT website(http://swflroads.com/immokalee/randall/pde/). This project encompasses approximately a 3/4-mile section of Randall Boulevard(from Immokalee Road east to 8th Street NE) and includes a new interim at-grade intersection; referred to as the Preferred Build Alternative—Phase 1 Triple Lefts in the PD&E Study. The ultimate design for this intersection calls for a grade separated overpass (GSO, also referred to herein as a flyover) westbound on Randall Boulevard connecting to Immokalee Road; referred as the Preferred Build Alternative—Phase 2 Flyover in the PD&E Study. Under this at-grade phase (Phase 1), the GSO (Phase 2)will need to be evaluated so the at-grade intersection improvement is compatible with the future GSO. The at-grade design shall accommodate the footprint of an ultimate GSO. In addition, a future project proposes widening Randall Boulevard from two to six lanes from west of 8th Street NE east to Desoto Boulevard N. Phase 1 (Interim Improvement) Phase 1 improvements will consist of reconstructing the existing two-lane undivided typical section to a four-lane divided section with a 44-foot median to allow for future widening of Randall Boulevard to six lanes. The typical section will include 11-foot travel lanes and 5- to 7-foot bike lanes. A shared use path in lieu of a six-foot sidewalk along the south side of Randall Boulevard sidewalk will be evaluated and the existing sidewalk along the north side will be evaluated to remain in place. The need for a design change re-evaluation based on typical section modifications will be confirmed during the design of Phase 1 improvements. The interim intersection improvements for Immokalee Road (CR 846) at Randall Boulevard will require signal upgrades due to the proposed lane configurations. A signal warrant study has been completed at the intersection of Randall Boulevard at 8th Street NE and a signal is warranted, for which the COUNTY is installing a span wire signal based on current conditions. The CONSULTANT shall be responsible for designing a mast arm configuration to accommodate the improvements described herein. The proposed continuous flow right turn lane from eastbound Immokalee Road (CR 846) to eastbound Randall Boulevard is proposed to be one, 11-foot travel lane. Pedestrian access facilities shall be designed within the improvements. The Randall Boulevard Access Road is proposed to be reconstructed and realigned to intersect Randall Boulevard further east. The proposed access road will remain a two-way, two-lane undivided typical section, but will include curb and gutter for drainage and a 6-foot sidewalk along the south side. A 8- to 10-foot shared use path on the south side will be evaluated in lieu of a 6- foot sidewalk. The at-grade improvements (Phasel) will include a PD&E reevaluation, final design and permitting, drainage, utilities, public involvement, and right-of-way of the ultimate (Phase 2) intersection capacity improvements. As indicated above, the COUNTY plans to perform Right-of-Way (ROW) acquisition along Immokalee Road as part of Phase 1 project implementation. The ROW acquisition is intended to support design elements that are planned for Phase 2. Subsequently the Phase 1 design includes A-6 CAO 111 30% design development for Phase 2 items such as future grade separated flyover bridge, bridge culvert extension, canal realignment, future sidewalk layouts etc. that will enable the COUNTY and CONSULTANT to determine appropriate extent of ROW acquisition. The CONSULTANT's design documents (plans) should clearly indicate future design provisions. For the purposes of Right of Way acquisition and permitting,future(Phase 2) improvements shall be shown in the 30% and 60% submittals, but removed from the 90% and Final submittals to provide clarity in the bid documents prior to letting. 2.1 Project General and Roadway(Activities 3,4, and 5) Public Involvement: See Public Involvement Scope, Section 3.1 Other Agency Presentations/Meetings: See Public Involvement Scope, Section 3.1 Joint Participation Agreements: N/A. Specification Package Preparation: See Specifications Package Preparation, Section 3.3 Value Engineering: Value Engineering/Independent Peer Review services will be conducted by an independent CONSULTANT for this project. Please review Section 3.5 for details. Risk Assessment Workshop: N/A. Plan Type: Plan/Profile. The CONSULTANT shall provide all plans and details necessary for construction of the project described herein. The CONSULTANT is expected to follow all design criteria and processes provided in the latest version of the FDOT Manual of Uniform Minimum Standards for Design, Construction and Maintenance(commonly known as the Florida Greenbook). Additional criteria from the Construction Standards Handbook for Work Within the Public Right-of-way Collier County, Florida, and the Collier County Urban Land Development Code (CCULDC) should also be utilized. The FDOT Design Manual (FDM) criteria as well as the National Association of City Transportation Officials (NACTO) Urban Bikeway Design Guide should be considered for best practice. Deviations from the criteria and processes provided in the FDM must be approved by the COUNTY in writing. Typical Section: The CONSULTANT shall develop and submit Typical Sections as part of the roadway plans. The at-grade intersection improvement design will be based on the preferred interim at-grade improvements shown in the PD&E Study referred as Preferred Build Alternative—Phase 1 Triple Lefts. Pavement Design: The CONSULTANT shall provide all asphalt pavement designs required for Phase 1 of the project. Pavement Type Selection Report(s): N/A. Cross Slope: As needed. The CONSULTANT shall evaluate any necessary modifications to cross slopes of existing pavement to be retained as part of this project. Access Management Classification: The adopted access management classifications shall be utilized; Immokalee Road— Class 5, Randall Blvd — Class 7 as defined per Collier County 2013 Resolution 13-257 Table 1. Transit Route Features: There are two Collier Area Transit (CAT) Routes that serve the project area; CAT Route 19: Golden Gate Estates to Immokalee and CAT Route 28 Golden Gate Estates / Everglades Blvd to Immokalee. In addition, there are transit stops along the project limits. The CONSULTANT shall coordinate with Collier County Public Transit and A-7 S 11i Neighborhood Enhancements prior to impacting any of the transit locations; as well as for potential bus stop enhancements and/or new stop relocations are possible. Major Intersections/Interchanges: Randall Boulevard and Immokalee Road (CR 846). Roadway Alternative Analysis: N/A. Level of TTCP: The CONSULTANT shall provide Temporary Traffic Control Plans as required. Special considerations shall be given to surrounding resident and business access points. It is anticipated that the project will require Level II Plans. Temporary Lighting: The CONSULTANT is responsible for any temporary lighting designs necessary for the project(when/if required). Temporary Signals: The CONSULTANT is responsible for any temporary signals designs necessary for the project (when/if required). A temporary signal may be needed at the Immokalee Road intersection. Temporary Drainage: The CONSULTANT is responsible for any temporary drainage designs necessary for the project(when/if required). Design Variations/Exceptions: N/A Back of Sidewalk Profiles: N/A Selective Clearing and Grubbing: N/A. Landscaping: The CONSULTANT will incorporate proposed irrigation sleeving and electrical conduit locations per direction from Collier County Landscape Department. In addition, any special landscape Median Fill will be specified per direction from Collier County Landscape Department. 2.2 Drainage (Activities 6a and 6b) System Type: The stormwater system will be designed to meet the permitting requirements of all permitting agencies. The Stormwater system design will consider best management practices. For this project, expected systems include a closed system, lateral ditches, ponds, and floodplain involvement within the right-of-way. The design/coordination of off-site ponds is part of this Scope of Services. 2.3 Utilities Coordination (Activity 7) The CONSULTANT is responsible to certify that all necessary arrangements for utility work on this project have been made and will not conflict with the physical construction schedule. The CONSULTANT should coordinate with COUNTY personnel to coordinate transmittals to Utility Companies and meet production schedules. The CONSULTANT shall ensure FDOT and COUNTY standards, policies, procedures, practices, and design criteria are followed concerning utility coordination. Provide prequalified/competent personnel necessary to efficiently and effectively carry out its responsibilities under this solicitation. The COUNTY's Project Administrator/Manager shall be responsible for verifying and maintaining copies of all required licenses, certifications, and qualifications requested from the CONSULTANT throughout the term of the contract. A-8 CAO 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 following knowledge, skills, and expertise: A minimum of 4 years of experience performing utility coordination in accordance with FDOT, Federal Highway Administration (FHWA), and American Association of State Highway and Transportation Officials (AASHTO) standards, policies, and procedures. A thorough knowledge of the FDOT plans production process and District utility coordination process. A thorough knowledge of FDOT agreements, standards, policies, and procedures. The Utility Coordination Manager shall be responsible for managing all utility coordination, including the following: Assuring that Utility Coordination and accommodation is in accordance to the COUNTY, FDOT, FHWA, and AASHTO standards, policies, procedures, and design criteria. Assisting the Engineer of Record(EOR) in identifying all existing utilities and coordinating any new installations. Assisting the EOR with resolving utility conflicts. Scheduling and performing utility coordination meetings, keeping and distribution of minutes/action items of all utility meetings, and ensuring expedient follow-up on all unresolved issues. Distributing all plans, conflict matrixes and changes to affected utility owners and making sure this information is properly coordinated and documented. Identifying and coordinating the completion of any COUNTY or utility owner agreement that is required for reimbursement, or accommodation of the utility facilities associated with the project. Review and certify to the COUNTY Project Manager that all Utility Work Schedules are correct and in accordance with the COUNTY's standards, policies, and procedures. Prepare, review and process all utility related reimbursable paperwork inclusive of betterment and salvage determination. The CONSULTANT's utility coordination work shall be performed and directed by the Utility Coordination Manager that was identified and approved by COUNTY's Project Manager. Any proposed change of the approved Utility Coordination Manager shall be subject to review and approval by COUNTY's Project Manager prior to any change being made in this contract. Anticipated utilities include: • Florida Power and Light • Lee County Electric Cooperative • Hotwire Communications • Resource Conservation Systems • Qwest Communications A-9 111 • Comcast • CenturyLink/Lumen • Summit Broadband, Inc. • TECO Peoples Gas • Crown Castle Fiber • Collier County IT • Collier County Utilities • Collier County Traffic Operations • Collier County ITS/ATMS • Collier County Schools 2.4 Environmental Permits and Environmental Clearances (Activity 8) The CONSULTANT shall coordinate with all appropriate regulatory agencies to obtain all necessary permits, which may include but not limited to: • Environmental Resource Permit - South Florida Water Management District (SFWMD) • Section 404 Permit - United States Army Corp of Engineers (USACE) / Florida Department of Environmental Protection (FDEP) The CONSULTANT is responsible for the identifying and applying for all necessary permits for the project. The CONSULTANT is responsible for all permit coordination and revisions necessary to obtain the required permits. The CONSULTANT shall obtain COUNTY review of the plans and application before submitting to the permitting agencies and assist the COUNTY in developing the permitting strategy for the project. All application and processing fees associated with permitting activities shall be paid for by the COUNTY directly to each applicable agency. The COUNTY will direct use of mitigation banks as required. 2.5 Structures (Activities 9— 18) Type of Bridge Structure Work: Bridge Technical Memo (BTM). A BTM for the future GSO is part of this scope of services. The BTM will also include discussion of the future culvert extension necessary to accommodate the future GSO. Retaining Walls: Retaining walls are not anticipated as part of the Phase 1 improvements (see Activity 17 for available Optional Services if needed). Retaining walls for Phase 2 will be evaluated as part of Activity 11 Structures - Bridge Technical Memo. Noise Barrier Walls: Noise barrier walls are not anticipated per the results of the Noise Study Report included with the PD&E study. See Activities 18.20 to 18.26 for Optional Services pending the PD&E re-evaluation. Miscellaneous: Mast arm signalization structures. Special lighting foundations will be designed as an Optional Service. A-10 CAv 11 ! 2.6 Signing and Pavement Markings (Activities 19 & 20) The CONSULTANT shall provide all design services and deliver construction documents for all signing and pavement markings required for the project. The CONSULTANT shall coordinate with COUNTY's Traffic Operations Department to maintain integrity of COUNTY's sign asset database. Contractor to follow Traffic Operations Signing and Pavement Markings special provision details which include using a 2.5" x 2.5" galvanized metal square tubular signpost. 2.7 Signalization (Activities 21 & 22) This Scope of Services includes the design of signals within the footprint of at-grade intersections of Randall Boulevard at Immokalee Road (CR846) and Randall Boulevard at 8th Street NE. Intersections: Existing Signalized Intersections: • Randall Blvd. and Immokalee Road(CR846), • Randall Blvd. and 8th St NE. A signal warrant study at the intersection of Randall Blvd and 8th St NE has been completed. The CONSULTANT shall prepare plans to replace the newly installed span wire assembly with mast arms. Traffic Data Collection: The CONSULTANT shall coordinate with the COUNTY's Transportation Planning and Traffic Operations sections to see if required traffic data is available for Randall Blvd. and Immokalee Road, Wilson and Immokalee and locations east of Randall Blvd and Immokalee Road intersections up to 8th Street NE. Traffic Studies: The CONSULTANT shall utilize the PD&E traffic study at the intersection of Randall Blvd. and Immokalee Road to provide the intersection configuration needed for proper operations for the projected traffic volumes. 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. This will encompass the following intersections: • Randall Blvd. and Immokalee Road • Randall Blvd. and 8th Street NE • Immokalee Road and Wilson Boulevard The CONSULTANT will provide the following traffic data: • Current corridor traffic counts • 72-hour traffic machine counts at the following locations: 1. Randall Blvd. and Immokalee Road 2. Randall Blvd. and 8th Street NE 3. Immokalee Road and Wilson Boulevard A-11 cn0 11 • 8-hour manual vehicle turning movement counts for peak hours at the following locations: 1. Randall Blvd. and Immokalee Road 2. Randall Blvd. and 8th Street NE 3. Immokalee Road and Wilson Boulevard Traffic Monitoring Sites: The CONSULTANT shall prepare plans for installation of a non- intrusive traffic monitoring site. 2.8 Lighting(Activities 23 & 24) The CONSULTANT shall provide all design services and deliver construction documents for all lighting required for the project. The CONSULTANT will analyze the luminescence needs for the project and provide recommendations for street lighting compatible with an ultimate six-lane configuration for Randall Blvd. Services include providing a lighting design analysis report for both Randall Boulevard and Immokalee Road within the project limits. 2.9 Landscape (Activities 25 & 26) CONSULTANT will assess opportunities and constraints for providing landscape improvements (not included in this contract). This scope includes coordination with all disciplines, existing and/or proposed underground utilities including but not limited to lighting,drainage and ITS. Landscape coordination with ITS shall include both underground conflicts and above-ground impacts to existing and/or proposed ITS coverage. The CONSULTANT shall closely coordinate with the COUNTY's ITS units to ensure that all conflicts are identified, addressed and mitigated in the Contract Documents. Landscape coordination includes designating proposed conduits and sleeves for proposed landscaping areas. Architectural Pavers will be designed in medians where applicable. The CONSULTANT will not provide Landscape Irrigation or Planting Plans. CONSULTANT shall designate adequate landscape topsoil along medians for future COUNTY use and "Base Level of Landscaping" per Collier County Landscape Beautification Master Plan. Outdoor Advertising: N/A 2.10 Survey(Activity 27) Design Survey: All survey is required for this project including a detailed topographic and control survey for Randall Blvd. from Immokalee Road to approximately 300 feet east of 8`h St NE (approximately '/2 mile in length), for Immokalee Road from approximately 500 feet west of Wilson Boulevard to approximately 1000 feet east of the Dunkin Donuts driveway (approximately one mile in length),and for 4th Street from Immokalee Road to approximately 400 feet to the north including the intersection at 25`' Avenue NE and all access points in between, within Collier County existing ROW. Boring Layout: Boring locations will be provided for proposed mast arms along Immokalee Road and Randall Blvd. in Phase I as well as for the proposed GSO foundations in Phase 2. Subsurface Utility Exploration: Subsurface Utility Engineering (SUE) per the American Society of Civil Engineers accepted guidelines for the collection and depiction of existing subsurface utility data using Quality Level "A" at any proposed mast arm foundations in an A-12 area two (2) times the proposed drilled shaft diameter prior to the final design. Additional SUE locations TBD at the future GSO bridge location and proposed lighting & drainage locations. A quantity of 45 underground locates (Vvh's) is anticipated for this project and is included as an Optional Service(see Activity 27.10). Right of Way Survey: All Right of Way survey is required for this project extending to the limits defined above for Design Survey. Pond Site and Floodplain Compensation Area: Prepare a boundary and topographic survey for the proposed pond site and pond outfall to the Corkscrew Canal. Spot elevations will be collected on a 100' +/- grid and extend 100' beyond the parcel external boundary. Prepare a topographical survey for the proposed floodplain compensation area and outfall to the proposed pond. Spot elevations will be collected on a 50' +/- grid. Vegetation Survey: The surveyor will locate and tag existing mature trees and palms greater than 4" diameter at breast height. These trees and palms will be identified on the design plans. Where existing trees are in groups,they will not be individually designated but shown as a group. Bathymetric Survey: Provide bathymetric survey along Cocahatchee Canal and Corkscrew Canal to support preliminary design for future Cocahatchee Canal realignment, future bridge culvert extensions, etc. (that are planned to be performed in Phase 2). Bathymetric survey shall be performed in conformance with South Florida Water Management District (SFWMD) requirements for such improvements. 2.11 Photogrammetry (Activity 28)—N/A 2.12 Mapping (Activity 29) Control Survey Map: The CONSULTANT is responsible for all Control Survey Maps necessary for the project. Right of Way Map: The CONSULTANT is responsible for all Right of Way Maps and Technical Memorandums for right of way acquisitions, including condemnation, necessary for the project. Boundary Surveys for right-of-way acquisition. Legal Descriptions: The CONSULTANT is responsible for all Legal Descriptions and sketches necessary for the project. Maintenance Map: As required. Miscellaneous Items: As required. 2.13 Terrestrial Mobile LiDAR (Activity 30) -N/A. 2.14 Architecture(Activity 31)-N/A. 2.15 Noise Barriers (Activity 32)-N/A(see also 18.20 to 18.26). 2.16 Intelligent Transportation Systems (Activities 33 & 34) -As requested. A-13 ICAv 111 2.17 Geotechnical (Activity 35) The CONSULTANT shall be responsible for all necessary geotechnical activities associated with/required for this project. Types of borings anticipated include for roadway, structures, storm pipe, ponds, lighting, and signals. The geotechnical investigations shall also account for Phase 2 work items such as the grade separated bridge flyover for which 30% design is being developed under this Phase 1 contract. 2.18 3D Modeling(Activity 36) -N/A 2.19 Project Schedule The anticipated design schedule for the project is 550 calendar days from the date of Notice to Proceed (NTP). The targeted total contract schedule is 1,160 calendar days from the issuance of the NTP. This will consist of a design phase (550 days), a bid phase (180 days) and a post design phase(430 days).A separate NTP will be issued for the post design services phase. Within ten (10) days after the NTP is issued, and prior to the CONSULTANT beginning work, the CONSULTANT shall provide a detailed project activity/event schedule in Microsoft Project for COUNTY and CONSULTANT to meet the completion date for design. The schedule shall indicate each milestone activity/event that is included in the scope of work and at a minimum, submission dates for 30% plans, 60% plans, 90% plans, Final plan, and SFWMD submittal packages. The schedule shall allow for a minimum of 21 calendar days for COUNTY reviews of the 30% plans, 60% plans, 90% plans and Final plans. All fees and price proposals are to be based on a contract schedule of 1200 calendar days for final construction contract documents and post design services. A constructability review will be conducted by the COUNTY between the 60% and 90% plan submittals. The Bid Plans shall not be submitted prior to obtaining a notice of intent to permit from the governing permitting agencies, which may include FDEP, USACE, and SFWMD. Periodically, throughout the life of the contract, the project schedule shall be reviewed and, with the approval of the COUNTY,adjusted as necessary to incorporate changes in the Scope of Services and progress to date. The approved schedule and schedule status report, along with progress, shall be submitted with the monthly progress report. 2.20 Submittals-Deliverables The CONSULTANT shall furnish documents as required by the COUNTY to adequately control, coordinate, and approve the work concepts. At each submittal phase, the CONSULTANT shall provide all sheets pertaining to the roadway design, and those of the other component plans in strict conformance to the FDOT Design Manual sequence of plans preparation. Partial phase deliverables will not be accepted. To expedite the design reviews, the COUNTY prefers to use the Bluebeam Revu software platform. 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. A-14 111 All submitted documents shall be digitally signed and sealed in accordance with applicable Florida Statutes. All documents shall be developed and submitted in accordance with the edition of the Greenbook/FDM effective at issuance of the Notice to Proceed unless otherwise directed by the COUNTY in writing. Each submittal shall include one (1) digital copy of all documents required for the submittal as defined herein. Method of delivery must be preapproved by the COUNTY. In addition to the delivery of the files produced during the course of project development,the COUNTY requires the inclusion of Engineering Data files (prepared by or for the CONSULTANT) for critical geometrics in the design. These can include the alignments, profiles, cross sections, surfaces, etcetera. 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. All Engineering Data files shall be compatible with Bentley MicroStation platform. Drawings files shall be provided in the most current version of fully functional MicroStation (.dgn) , and also plotted to an Adobe Acrobat (.pdf) format to facilitate review and digital delivery. Specifications shall be provided in pdf. The comment and review process for all deliverables for this Contract shall utilize Bluebeam Studio Sessions. The CONSULTANT shall be responsible to setup Bluebeam Session for soliciting COUNTY's comments on each submittal. The CONSULTANT's Bluebeam setup shall include comment tracking and response mechanism. The CONSULTANT shall provide Session access to COUNTY's staff (and other independent consultant's) as identified by COUNTY's Project Manager. The CONSULTANT shall provide response to each comment until comment is identified marked with a "CLOSED" status by the Reviewer. The CONSULTANT shall maintain copies of all Session files and submit to COUNTY as supplementary files to the Final Deliverable.Use of Bluebeam Sessions for submittal reviews (including setup, upload and maintain comment records) is considered as part of the design approval process; subsequently no separate payment shall be made for Bluebeam Sessions. 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 Title 29, Part 1910, Standard 1910.1001, Code of Federal Regulations (29 C.F.R. 1910.1001) — Asbestos Standard for Industry, U.S. Occupational Safety and Health Administration (OSHA) 29 C.F.R. 1926.1101 —Asbestos Standard for Construction, OSHA 40 C.F.R. 61, Subpart M - National Emission Standard for Hazardous Air Pollutants (NESHAP), Environmental Protection Agency(EPA) 40 C.F.R. 763, Subpart E—Asbestos-Containing Materials in Schools, EPA 40 C.F.R. 763, Subpart G—Asbestos Worker Protection, EPA Americans with Disabilities Act(ADA) Standards for Accessible Design A-15 111 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.), Standards of Practice for Professional Surveyors and Mappers Chapter 469, Florida Statutes (F.S.)—Asbestos Abatement Rule Chapter 62-257, F.A.C., Asbestos Program Rule Chapter 62-302, F.A.C., Surface Water Quality Standards Code of Federal Regulations (C.F.R.) Florida Administrative Codes (F.A.C.) Chapters 20, 120, 215, 455, Florida Statutes (F.S.) — Florida COUNTY of Business & Professional Regulations Rules Florida COUNTY 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- Florida Roundabout Guide 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, Compensation for CONSULTANT Travel Time on Professional Services Agreements FDOT Project Development and Environment Manual FDOT Project Traffic Forecasting Handbook FDOT Public Involvement Handbook A-16 F80 1 1 I FDOT Rigid Pavement Design Manual 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) FHWA — National Cooperative Highway Research Program (NCHRP) Report 672, Roundabouts: An Informational Guide FHWA Roadway Construction Noise Model (RCNM)and Guideline Handbook Florida Fish and Wildlife Conservation Commission - Standard Manatee Construction Conditions 2005 Florida Statutes(F.S.) Florida's Level of Service Standards and Guidelines Manual for Planning Model Guide Specifications—Asbestos Abatement and Management in Buildings,National Institute for Building Sciences (NIBS) 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 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 Bridge Permit Application Guide, COMDTPUB P16591.3C Building Permit Drainage FDOT Bridge Hydraulics Handbook FDOT Culvert Handbook A-17 111 FDOT Drainage Manual FDOT Erosion and Sediment Control Manual FDOT Exfiltration Handbook FDOT Hydrology Handbook FDOT Open Channel Handbook FDOT Optional Pipe Materials Handbook FDOT Stonii Drain Handbook FDOT Stormwater Management Facility Handbook FDOT Temporary Drainage Handbook FDOT Drainage Connection Permit Handbook FDOT Bridge Scour Manual Survey and Mapping All applicable Florida Statutes and Administrative Codes Applicable Rules,Guidelines Codes and authorities 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 COUNTY of Transportation Right of Way Procedures Manual Florida COUNTY 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 Florida's Turnpike Enterprise Florida's Turnpike Plans Preparation and Practices Handbook(TPPPH) A-18 ill Florida's Turnpike Lane Closure Policy Florida's Turnpike Drainage Manual Supplement Rigid Pavement Design Guide for Toll Locations with Electronic Toll Collection Flexible Pavement Design Guide for Toll Locations with Electronic Toll Collection Florida's Turnpike General Tolling Requirements (GTR) Additional Florida's Turnpike Enterprise standards, guides, and policies for design and construction can be found on the FTE Design Website: http://design.floridasturnpike.com Traffic Monitoring American Institute of Steel Construction (AISC) Manual of Steel Construction, referred to as "AISC Specifications" American National Standards Institute (ANSI) RP-8-00 Recommended Practice for Roadway Lighting AASHTO AWS D1.1/ANSI Structural Welding Code—Steel AASHTO D1.5/AWS D1.5 Bridge Welding Code FHWA Traffic Detector Handbook FDOT General Interest Roadway Data Procedure FHWA Traffic Monitoring Guide FDOT's Traffic/Polling Equipment Procedures Structures AASHTO Load and Resistance Factor Design (LRFD) Bridge Design Specifications and Interims AASHTO LRFD Movable Highway Bridge Design Specifications and Interims AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals, and Interims. AASHTO/-AWS-DI. 5M/D1.5: An American National Standard Bridge Welding Code AASHTO Guide Specifications for Structural Design of Sound Barriers AASHTO Manual for Condition Evaluation and Load and Resistance Factor Rating(LRFR) of Highway Bridges FDOT Bridge Load Rating Manual 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 A-19 111 Manual of Florida Sampling and Testing Methods Soils and Foundation Handbook Landscape Architecture Florida COUNTY of Agriculture and Consumer Services Grades and Standards for Nursery Plants Architectural Building Codes Florida Building Code: Building Fuel Gas Mechanical Plumbing Existing Building Florida Accessibility Code for Building Construction Rule Chapter 60D, F.A.C., Division of Building Construction Chapter 553, F.S.—Building Construction Standards ANSI A117.1 2003 Accessible and Usable Building and Facilities Titles II and III,Americans With Disabilities Act(ADA), Public Law 101-336; and the ADA Accessibility Guidelines (ADAAG) Architectural—Fire Codes and Rules National Fire Protection Association (NFPA) - Life Safety Code NFPA 70 -National Electrical Code NFPA 101 - Life Safety Code NFPA 10 - Standard for Portable Fire Extinguishers NFPA 11 - Standard for Low-Expansion Foam Systems NFPA 11A- Standard for High- and Medium-Expansion Foam Systems NFPA 12 - Standard for Carbon Dioxide Extinguishing Systems NFPA 13 - Installation of Sprinkler Systems NFPA 30 - Flammable and Combustible Liquids Code NFPA 54 -National Gas Fuel Code NFPA 58 - LP-Gas Code A-20 CA0 1 1 I Florida Fire Prevention Code as adopted by the State Fire Marshal — Consult with the Florida State Fire Marshal's office for other frequently used codes. Architectural—Extinguishing Systems NFPA 10 - Fire Extinguishers NFPA 13 - Sprinkler NFPA 14 - Standpipe and Hose System NFPA 17 - Dry Chemical NFPA 20 - Centrifugal Fire Pump NFPA 24 - Private Fire Service Mains NFPA 200 - Standard on Clean Agent Fire Extinguishing Systems Architectural—Detection and Fire Alarm Systems NFPA 70 - Electrical Code NFPA 72 - Standard for the Installation, Maintenance and Use of Local Protective Signaling Systems NFPA 72E-Automatic Fire Detectors NFPA 72G - Installation, Maintenance, and Use of Notification Appliances NFPA 72H-Testing Procedures for Remote Station and Proprietary Systems NFPA 74 - Household Fire Warning Equipment NFPA 75 - Protection of Electronic Computer Equipment Architectural—Mechanical Systems NFPA 90A- Air Conditioning and Ventilating Systems NFPA 92A- Smoke Control Systems NFPA 96 - Removal of Smoke and Grease-Laden Vapors from Commercial Cooking Equipment NFPA 204M - Smoke and Heating Venting Architectural—Miscellaneous Systems NFPA 45 - Laboratories Using Chemicals NFPA 80 - Fire Doors and Windows NFPA 88A - Parking Structures NFPA 105- Smoke and Draft-control Door Assemblies NFPA 110 - Emergency and Standby Power Systems NFPA 220 - Types of Building Construction A-21 ill NFPA 241 - Safeguard Construction, Alteration, and Operations Rule Chapter 69A-47, F.A.C., Uniform Fire Safety for Elevators Rule Chapter 69A-51, F.A.C., Boiler Safety Architectural—Energy Conservation Rule Chapter 60D-4, F.A.C.,Rules for Construction and Leasing of State Buildings to Insure Energy Conservation Section 255.255, F.S., Life-Cycle Costs Architectural—Elevators Rule Chapter 61C-5, F.A.C., Florida Elevator Safety Code ASME A-17.1, Safety Code for Elevators and Escalators Architectural—Floodplain Management Criteria Section 255.25, F.S., Approval Required Prior to Construction or Lease of Buildings Rules of the Federal Emergency Management Agency(FEMA) Architectural—Other Rule Chapter 64E-6, F.A.C., Standards for On Site Sewage Disposal Systems(Septic Tanks) Rule Chapter 62-600, F.A.C., Domestic Wastewater Facilities Rule Chapter 62-761, F.A.C., Underground Storage Tank Systems American Concrete Institute American Institute of Architects - Architect's Handbook of Professional Practice American Society for Testing and Materials- ASTM Standards Brick Institute of America DMS - Standards for Design of State Facilities Florida Concrete Products Association FDOT—ADA/Accessibility Procedure FDOT—Building Code Compliance Procedure FDOT—Design Build Procurement and Administration LEED(Leadership in Energy and Environmental Design) Green Building Rating System National Concrete Masonry Association National Electrical Code Portland Cement Association - Concrete Masonry Handbook United State Green Building Council (USGBC) A-22 Cp c) 2.22 Services to be Performed by the COUNTY When appropriate and/or available, the COUNTY will provide project data including: All certifications necessary for project letting. All information that may come to the COUNTY pertaining to future improvements. All future information that may come to the COUNTY during the term of the CONSULTANT's Agreement, which in the opinion of the COUNTY is necessary for the prosecution of the work. Available traffic and planning data. Engineering standards review services. All available information in the possession of the COUNTY pertaining to utility companies whose facilities may be affected by the proposed construction. All future information that may come to the COUNTY pertaining to subdivision plans so that the CONSULTANT may take advantage of additional areas that can be utilized as part of the existing right of way. Previously constructed Highway Beautification or Landscape Construction Plans Existing right of way maps(if available) PD&E Documents (if available) Design Reports (if available) Letters of authorization designating the CONSULTANT as an agent of the COUNTY in accordance with F.S. 337.274. Phase reviews of plans and engineering documents. Regarding Environmental Permitting Services: Approved Permit Document when available. Approval of all contacts with environmental agencies. General philosophies and guidelines of the COUNTY to be used in the fulfillment of this contract. Objectives, constraints, budgetary limitations, and time constraints will be completely defined by the Project Manager. Appropriate signatures on application forms. 3 PROJECT COMMON AND PROJECT GENERAL TASKS Project Common Tasks Project Common Tasks, as listed in the entirety of this section, 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. A-23 1 1 Project Research: The CONSULTANT shall perform research of existing PD&E Studies, Developer Contribution Agreement (DCA), PUD and DRI documents for developments adjacent to the project for commitments regarding Right-of-way, Stormwater Management, Roadway Improvements, or any other commitments involving the interests of the COUNTY. The CONSULTANT shall anticipate up to ten (10) PUD's or DRI's approved by the COUNTY to be incorporated into the plans before the Phase IV plans submittal stage of the contract. After the Phase IV plans submittal incorporating additional DCA's, PUD's or DRI's shall be considered Additional Services. Cost Estimates: The CONSULTANT shall be responsible for producing an opinion of probable construction cost estimate and reviewing and updating the cost estimate at project milestones — Phase I (30%), II (60%), III (90%), and IV (100% or final) including the bid schedule. The CONSULTANT shall be responsible for inputting the pay items and quantities into a Summary of Pay Items sheet with all required Plans submittals as required. Technical Special Provisions: The CONSULTANT shall provide Technical Special Provisions for all items of work not covered by the FDOT Standard Specifications for Road and Bridge Construction and recurring special provisions. Standard Specifications,recurring special provisions and supplemental specifications should not be modified unless absolutely necessary to control project specific requirements.The first nine sections of the FDOT standard specifications,recurring special provisions and supplemental specifications shall not be modified without written approval of the COUNTY. The Technical Special Provisions shall provide a description of work,materials, equipment and specific requirements, method of measurement and basis of payment. These provisions shall be formatted on 8-1/2"x11" sheets when printed or copied. Technical Special Provisions will be developed using Microsoft Word(.doc). Furnishing electronic copy in a format other than Microsoft Word or Adobe Acrobat(.pdf)will be considered Additional Services. Field Reviews: Includes all trips required to obtain necessary data for all elements of the project identified in this scope of work. Technical Meetings: The CONSULTANT shall attend all technical meetings necessary to execute the Scope of Services of this contract. This includes meetings with the COUNTY and FDOT or other Agency staff, between disciplines and CONSULTANT'S, 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: The CONSULTANT shall be accountable for the professional quality, technical accuracy and quality of their work. CONSULTANT prepared surveys, construction plans and contract documents that contain errors or omissions, and results in cost and time overruns on a construction project may result in a claim against the CONSULTANT per F.S. 337.015 (3). The CONSULTANT shall, through all stages of design and project construction, without additional compensation, correct all errors or deficiencies in the designs, maps, drawings, specifications and/or other services furnished by the CONSULTANT under this contract. Independent Peer Review: N/A Supervision: The CONSULTANT shall supervise all technical design activities. A-24 CA ill Coordination: The CONSULTANT shall coordinate with all disciplines of the project to produce a final set of construction documents. 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 (i.e., newsletters, property owner letters, advertisements, etc.) associated with the following tasks for review and approval at least five (5) business days prior to printing and / or distribution. Public need will heavily influence construction schedule, construction phasing and maintenance of traffic for the project defined herein. The CONSULTANT shall develop coordinated project solutions that will maintain necessary public access during construction. The CONSULTANT shall anticipate preparing for and attending up to two (2) public meetings and one (1) public hearing as directed by the COUNTY (see Section 3.1.9 Public Meeting Preparations, Attendance, and Follow-Up for details).The first public meeting will be scheduled after the 30% submittal. The goal of the public meeting will be to introduce the design phase of the project including the initial proposed access management plan to the public and receive feedback. The second public meeting will be scheduled after the 60% submittal and may be a public workshop. The goal of the public meeting will be to show all of the design components of the project to the public and receive feedback. The CONSULTANT shall process the public information received, discuss the results and integrate the needs of the public into the project while being mindful of economic feasibility and the needs of the project defined herein. One public hearing may be necessary to meet the requirements for the PD&E re-evaluation. The need for this additional public meeting and/or public hearing will be coordinated with the COUNTY during the design phase. The CONSULTANT will be expected to develop and provide all necessary exhibits for the public meetings. The COUNTY shall be responsible for all news/press releases. 3.1.1 Public Involvement Plan Within 30 calendar days after receiving Notice to Proceed, the CONSULTANT will prepare a written Public Involvement Plan (PIP) outlining each element of the project's public involvement strategy. The plan shall be updated and amended throughout the contract and indicate the basic public involvement approach 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 shall include providing the COUNTY with public meeting exhibits and handouts in a file size and format suitable for posting on the COUNTY's project website. The Public Involvement Plan will be submitted to the COUNTY for approval. 3.1.2 Notifications This scope item is considered an Optional Service if requested by the COUNTY. Fees for this item are included in the negotiated contract fees. If this item is A-25 CA 1 1 I determined necessary and is requested by the COUNTY, a Notice to Proceed will be issued to execute this work. Upon issuance of the Notice to Proceed for the Optional Service, one mailing notification shall be prepared and mailed by the CONSULTANT to local elected and appointed officials,property owners within 300-feet(minimum)of project limits,and other stakeholders as identified within the PIP. The notification letter shall be consistent with the Public Involvement Plan, introducing the CONSULTANT and informing stakeholders of the project. The notification shall include descriptions of the proposed median and driveway modifications with sketches as needed to convey proposed improvements. The CONSULTANT shall notify and coordinate with the COUNTY's Project Manager prior to sending notifications. The COUNTY will provide letterhead and envelopes displaying the COUNTY logo for mailing. The CONSULTANT will mail the items and pay postage as needed. 3.1.3 Preparing Mailing Lists This scope item is considered an Optional Service if requested by the COUNTY. Fees for this item are included in the negotiated contract fees. If this item is determined necessary and is requested by the COUNTY, a Notice to Proceed will be issued to execute this work. Upon issuance of the Notice to Proceed for the Optional Service,the CONSULTANT shall identify all impacted property owners and tenants(within a minimum of 300 feet of the project corridor). The CONSULTANT will develop and maintain a computerized database of contacts, beginning with a list of those notified in the Kickoff Notification Process, Public officials, community service organizations, environmental agencies, local and regional transportation officials, and special interest groups shall be identified by the CONSULTANT as those individuals or groups to be affected by the project. The CONSULTANT shall prepare a mailing list of all such entities and shall update the mailing list as needed during the life of the project. 3.1.4 Median Modification Letters—N/A This scope item is included in Activity 3.1.2. 3.1.5 Driveway Modification Letters—N/A This scope item is included in Activity 3.1.2. 3.1.6 Newsletters This scope item is considered an Optional Service if requested by the COUNTY. Fees for this item are included in the negotiated contract fees (Per Newsletter). If this item is determined necessary and is requested by the COUNTY, a Notice to Proceed will be issued to execute this work. If requested by the COUNTY, the CONSULTANT shall prepare one newsletter for distribution to elected officials, public officials, property owners along the corridor and other interested parties. Newsletter drafts shall be submitted to the COUNTY for review and approval at least 14 business days prior to printing and/or distribution. The newsletter will be sent by the CONSULTANT. One newsletter is included in the fee for Optional Services. A-26 111 3.1.7 Renderings and Fly-Throughs—N/A 3.1.8 PowerPoint Presentations This scope item is considered an Optional Service if requested by the COUNTY. Fees for this item are not included in the negotiated contract fees. If this item is determined necessary and is requested by the COUNTY, scope and fee will be negotiated at that time and will be implemented via Change Order. When applicable, the staff hourly rates established in the contract shall be utilized for fee determination. 3.1.9 Public Meeting Preparations,Attendance, and Follow-Up The CONSULTANT shall anticipate preparing for and attending up to two (2) public meetings and one(1) public hearing as directed by the COUNTY: • One public meeting following the 30% submittal. This scope item is included in the Basic Services to be provided as part of the initial project Notice to Proceed;no separate Notice to Proceed is required for this activity. Fees for this item are included in the negotiated contract fees. • One public meeting following the 60% submittal. This scope item is included in the Basic Services to be provided as part of the initial project Notice to Proceed; no separate Notice to Proceed is required for this activity. Fees for this item are included in the negotiated contract fees. • One public hearing if requested by the COUNTY to meet requirements for the PD&E re-evaluation. This scope item is considered an Optional Service if requested by the COUNTY. Fees for this item are not included in the negotiated contract fees (per Public Hearing). If this item is determined necessary and is requested by the COUNTY, scope and fee will be negotiated at that time and will be implemented via Change Order. When applicable, the staff hourly rates established in the contract shall be utilized for fee determination. The CONSULTANT shall prepare the necessary materials (including printing of informational boards, handouts (English and Spanish, if needed), comment boxes, comment forms) for use in all public meetings. Drafts of all Public Involvement documents shall be submitted to the COUNTY for review and approval at least 14 business days prior to printing and/or distribution. The COUNTY will be responsible for identifying a venue for the public meeting, rental costs of the facility, and for legal advertisements for all public meetings. The CONSULTANT shall attend the public meeting, assist with meeting setup and take down. The CONSULTANT shall provide to the COUNTY copies of all materials shown or provided at the public meeting. The CONSULTANT will attend the meetings with three staff members to assist the COUNTY'S Project Manager. The CONSULTANT shall collect and summarize all public comments received during public meetings and/or hearings and assist the COUNTY in responding to public comments and questions. 3.1.10 Virtual Public Meetings/Hearings—N/A 3.1.11 Other Agency Meetings A-27 11 ! In addition to scheduled public meetings the CONSULTANT may be required to participate in meetings with local governing authorities and/or Metropolitan Planning Organization (MPO). The CONSULTANT's participation may include, but not be limited to, presentations during the meeting, note taking, and summarizing the meeting in a memo to the file. It is estimated for this project there will be two (2) meetings with local governing authorities and/or MPOs during the design. 3.1.12 Web Site CONSULTANT will provide Public Involvement Graphics to COUNTY for the COUNTY Website. 3.2 Joint Project Agreements The CONSULTANT shall review and provide comments on the Developer Agreement provided by the COUNTY to memorialize commitments between the COUNTY and the development group ("to be named")along the south side of Randall Boulevard. 3.3 Specifications Package Preparation The CONSULTANT shall prepare and provide a specifications package for those specifications NOT considered FDOT Standard Specifications. The CONSULTANT will obtain Lighting and Traffic Signal Specifications from the County's Traffic Operations website.The specifications package shall address all items and areas of work and include any Mandatory Specifications, Modified Special Provisions, and Technical Special Provisions. The specifications package must be submitted for review to the COUNTY's Project Manager at least 30 days prior to the 90%plans submittal. This submittal does not require signing and sealing and shall be coordinated through the COUNTY's Project Manager. The CONSULTANT shall coordinate with the COUNTY on the submittal requirements, but at a minimum shall consist of (1)the complete specifications package, (2) a copy of the marked-up workbook used to prepare the package, and (3) a copy of the final project plans (or latest version if final plans are not available). Final submittal of the specifications package must occur at least 10 working days prior to the Final/100% plan submittal. This submittal shall be signed, dated, and sealed in accordance with applicable Florida Statutes. 3.4 Contract Maintenance and Project Documentation Contract maintenance includes project management effort for complete setup and maintenance of files, electronic folders and documents, developing technical monthly progress reports and schedule updates. Project documentation includes the compilation and delivery of final documents, reports or calculations that support the development of the contract plans; includes uploading files to an FTP server. 3.5 Value Engineering (Multi-Discipline Team)Review—N/A N/A 3.6 Prime Consultant Project Manager Meetings Includes only the Prime Consultant Project Manager's time for travel and attendance at Activity Technical Meetings and other meetings listed in the meeting summary for Task 3.6 on tab 3 Project General Task of the staff hour forms. Staff hours for other personnel A-28 111 attending Activity Technical Meetings are included in the meeting task for that specific Activity. 3.7 Plans Update The effort needed for Plans Update services will vary from project to project, depending on size and complexity of the project, as well as the duration of time spent "on the shelf'. This scope item is considered an Optional Service if requested by.the COUNTY. Fees for this item are not included in the negotiated contract fees. If this item is determined necessary and is requested by the COUNTY, scope and fee will be negotiated at that time and will be implemented via Change Order. When applicable, the staff hourly rates established in the contract shall be utilized for fee determination. 3.8 Post Design Services The CONSULTANT shall assist the COUNTY during the construction bidding phase of the project including, but not limited to, attending the pre-bid meeting, addressing addendum, evaluating bids and bidders, and providing written letters of recommendation. Post Design Services are included in this contract and may include, but are not limited to, meetings, construction assistance (responding to RFI's), plans revisions, shop drawing review services, survey services, as-built drawings, and load ratings. Post Design Services are not intended for instances of CONSULTANT errors and/or omissions. All CONSULTANT contact with the Contractor shall be made through the COUNTY'S Construction Project Manager. The CONSULTANT shall not contact the Contractor directly unless there is a possible immediate threat to public health and/or safety. The COUNTY'S Construction Project Manager must be contacted immediately thereafter. The COUNTY CEI is responsible for confirming that all quality control testing and requirements of the approved Quality Control Plan have been executed and the results are satisfactory per the design requirements. The CONSULTANT shall visit the construction site at key phases of the project to verify as- built conditions. This will require the CONSULTANT to coordinate with the COUNTY'S Project Manager during construction and attend construction meetings as required or requested by the COUNTY. The CONSULTANT shall meet with the COUNTY'S Project Manager during the Quality Control submittal/review to establish the anticipated stages of construction. The CONSULTANT must notify the COUNTY'S Project Manager of any design related issues as soon as possible. It is important that all significant changes made during construction be documented by the CONTRACTOR in the final as-built plans. The CONTRACTOR shall markup sheets requiring minor (non-engineering analysis) as-built changes and show those changes on the Final Signed and Sealed As-Built Signature Sheet(s). Major changes resulting in issuance of revised contract documents must also be included in the as-built package and recorded appropriately on the Final Signed and Sealed As-built Signature Sheet(s). CONSULTANT will provide electronic Plans to CONTRACTOR for preparation of As-Built Drawings by CONTRACTOR. Any changes proposed by the Contractor must be signed and sealed by the Contractor's FOR and approved by the CONSULTANT. This may be a Cost A-29 Savings Initiative Proposal (CSIP) redesign or an original design of certain components including Shop Drawings. All original documents obtained by the CONSULTANT will be turned over to the COUNTY at the project's close-out or upon request by the COUNTY. All documents obtained for inclusion in the Final As-Built Documents Package must be Quality Control reviewed by the CONSULTANT to ensure correctness and legibility. The CONSULTANT shall contact the COUNTY if any deficiencies are identified. The Final As-Built Documents Package Certification(s) must be digitally signed and sealed by the CEI Consultant. Quality assurance material testing will be the responsibility of the CONTRACTOR. 3.9 Digital Delivery The CONSULTANT shall deliver final contract plans and documents in digital format(PDF and CAD). The final contract plans, and documents shall be digitally signed, and sealed files delivered to the COUNTY on acceptable electronic media, as determined by the COUNTY. Deliverables shall be provided in both PDF and CADD formats. 3.10 Risk Management-N/A 3.11 Railroad, Transit and/or Airport Coordination—N/A 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. Coordination with the COUNTY'S Landscape Architect (Pamela.Lulich@colliercountyfl.gov) may be necessary as defined in 4.12. 3.13 Transit Coordination The CONSULTANT shall coordinate with the COUNTY's Project Manager and Transit Coordinator to include any features needed by the Collier Area Transit(CAT). 3.14 Other Project General Tasks This scope item is considered an Additional/Optional Service if requested by the COUNTY. Fees for this item are not included in the negotiated contract fees. If this item is determined necessary and is requested by the COUNTY, scope and fee will be negotiated at that time and will be implemented via Change Order. When applicable,the staff hourly rates established in the contract shall be utilized for fee determination. 4 ROADWAY ANALYSIS The CONSULTANT shall analyze and document Roadway Tasks in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and current design memorandums. A-30 111 4.1 Typical Section Package-N/A 4.2 Pavement Type Selection Report-N/A 4.3 Pavement Design Package The CONSULTANT shall provide pavement design calculations based on required Structural Number derived from calculated Equivalent Single Axle Loads and existing Limerock Bearing Ratio (correlated to resilient modulus values). These calculations will be provided as part of design documentation supporting the 30%plans submittal. 4.4 Cross-Slope Correction The CONSULTANT shall investigate any existing pavement to be retained as part of the new roadway and include in the design any required correction of existing cross-slopes.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 30% pavement design documentation. The CONSULTANT will coordinate with Collier County Maintenance to help identify any known locations which may be deficient. 4.5 Horizontal/Vertical Master Design Files The CONSULTANT shall design the geometries using the design standards that are most appropriate with proper consideration given to the design traffic volumes, design speed, capacity and levels of service,functional classification,adjacent land use,design consistency and driver expectancy,aesthetics,existing vegetation to be preserved,pedestrian and bicycle concerns, ADA requirements, Safe Mobility For Life Program, access management, PD&E documents, and scope of work. The CONSULTANT shall also develop utility conflict information to be provided to the project Utility Coordinator in the format requested by the COUNTY. 4.6 Access Management The CONSULTANT shall incorporate access management standards for the project in coordination with COUNTY staff and if access changes are recommended, a brief technical memo will be provided with the findings. The CONSULTANT shall review the access management recommendations as stated in the FDOT PD&E Study. The CONSULTANT shall ensure the PD&E Study adopted access management standards and the existing access conditions (signalized intersection spacing, median opening spacing, and connection spacing) are acceptable to the COUNTY. The 30% plans will incorporate the recommended and approved access management plan which shall define which median openings will be closed, relocated, or substantially altered or new. 4.7 Roundabout Evaluation—N/A 4.8 Roundabout Final Design Analysis—N/A 4.9 Cross Section Design Files The CONSULTANT shall establish and develop cross section design files in accordance with the applicable FDOT CADD manual sections for the Bentley Microstation platform. The CONSULTANT shall Coordinate with all utility owners to obtain the location of subsurface facilities. Both existing locations and proposed relocations of all utilities shall be shown on the cross sections. A-31 1 1 I To produce cross sections for inclusion in the contract plans, the project limits along Immokalee Road shall be prepared every 50 feet, with vertical exaggeration and in accordance with FDOT FDM criteria. Additionally,cross sections along Randall Boulevard shall be provided every 50 feet in accordance with FDOT FDM. Driveway half-sections shall be provided for three anticipated driveways. Includes all work required to establish and utilize intelligent/automated methods for creating cross sections including determining the locations for which all cross sections will be shown, existing and proposed features, cross section refinement, placement of utilities and drainage, soil boxes, R/W lines, earthwork calculations, and other required labeling. 4.10 Temporary Traffic Control Plan (TTCP) Analysis The CONSULTANT shall design a safe and effective TTCP to move vehicular and pedestrian traffic during all phases of construction. The design shall include construction phasing of temporary and permanent roadways ingress and egress to existing property owners and businesses, routing, signing and pavement markings, and detour quantity tabulations, roadway pavement, drainage structures, ditches, front slopes, back slopes, drop offs within clear zone, transit stops, and traffic monitoring sites. Special consideration shall be given to the construction of the drainage system when developing the construction phases. Positive drainage must always be maintained. The design shall include construction phasing of roadways to accommodate the construction or relocation of utilities when the contract includes Joint Project Agreements (JPAs). It is anticipated that the plans will be Level II Traffic Control Plans. The CONSULTANT shall investigate the need for temporary traffic signals, temporary lighting, alternate detour roads, and the use of materials such as sheet piling in the analysis. The Traffic Control Plan shall be prepared by a certified designer who has completed training as required by the FDOT. Before proceeding with the Traffic Control Plan, the CONSULTANT shall meet with the appropriate COUNTY personnel. The purpose of this meeting is to provide information to the CONSULTANT that will better coordinate the Preliminary and Final TTCP efforts. The CONSULTANT shall consider the local impact of any lane closures or alternate routes. When the need to close a road is identified during this analysis, the CONSULTANT shall notify the COUNTY's Project Manager as soon as possible. Proposed road closings must be reviewed and approved by the COUNTY. Diligence shall be used to minimize negative impacts by appropriate specifications, recommendations or plans development. Local impacts to consider will be local events, holidays, peak seasons, detour route deterioration and other eventualities. CONSULTANT shall be responsible to obtain local authorities' permission for use of detour routes not on state highways. 4.11 Master TTCP Design Files The CONSULTANT shall develop master TTCP files (Level II) showing each phase of the TTCP. This includes all work necessary for designing lane configurations, diversions, lane shifts, signing and pavement markings, temporary traffic control devices, and temporary pedestrian ways. 4.12 Selective Clearing and Grubbing—N/A 4.13 Tree Relocation Plans— N/A A-32 0 itI 4.14 Design Variations and Exceptions-N/A 4.15 Design Report The CONSULTANT shall prepare all applicable report(s)as listed in the Project Description section of this scope. The CONSULTANT shall submit to the COUNTY design notes, data, and calculations to document the design conclusions reached during the development of the contract plans. The design notes, data, and computations shall be recorded on size 8'/2"xl1" sheets, fully titled,numbered,dated, indexed and signed by the designer and the checker.Computer output forms and other oversized sheets shall be folded to 8'/2"x11" size. The data shall be in a hardback folder for submittal to the COUNTY. Digital copies of all paper submittals above shall be provided in PDF or Microsoft Word format. 4.16 Quantities The CONSULTANT shall develop accurate quantities and the supporting documentation, including construction days when required. Quantities will be reported in and associated cost estimates will be developed via spreadsheet format using FDOT pay items. 4.17 Cost Estimate The CONSULTANT shall provide the Engineer's Estimate of Probable Cost at each submittal phase. The Engineer's Estimate of Probable Cost shall be updated and adjusted at each submittal to be maintained up to and including final bid documents submittal. 4.18 Technical Special Provisions and Modified Special Provisions The CONSULTANT shall provide Technical Special Provisions for all items of work not covered by the FDOT Standard Specifications for Road and Bridge Construction and recurring special provisions. Standard Specifications, recurring special provisions and supplemental specifications should not be modified unless necessary to control project specific requirements. All modifications to other sections must be justified to the COUNTY to be included in the project's specifications package as Technical Special Provisions. The Technical Special Provisions shall provide a description of work, materials, equipment and specific requirements, method of measurement and basis of payment. These provisions shall be submitted electronically (PDF's). 4.19 Other Roadway Analyses This scope item is considered an Additional/Optional Service if requested by the COUNTY. Fees for this item are not included in the negotiated contract fees. If this item is determined necessary and is requested by the COUNTY, scope and fee will be negotiated at that time and will be implemented via Change Order. When applicable,the staff hourly rates established in the contract shall be utilized for fee determination. 4.20 Field Reviews N/A 4.21 Monitor Existing Structures The CONSULTANT shall perform field observations to visually identify existing structures within the project limits which may require settlement, vibration or groundwater monitoring by the contractor during construction in accordance with FDM Chapter 307. A-33 Ct' 111 The CONSULTANT shall coordinate with and assist the geotechnical engineer and/or structural engineer to identify those structures and develop mitigation strategies (when applicable). The CONSULTANT shall identify the necessary pay items to be included in the bid documents to monitor existing structures. 4.22 Technical Meetings Includes; meetings with the COUNTY or other Agency staff, between disciplines and CONSULTANTS, such as access management meetings, pavement design meetings, progress review meetings (phase review), and miscellaneous meetings necessary for all elements of the roadway analysis identified in this scope of work. 4.23 Quality Assurance/Quality Control The CONSULTANT shall be responsible for the professional quality,technical accuracy and coordination of all surveys, designs,drawings, specifications and other services furnished by the CONSULTANT under this contract. 4.24 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 a final set of construction documents. 5 ROADWAY PLANS The CONSULTANT shall prepare Roadway, Drainage, TTCP, Utility Adjustment Sheets, plan sheets, notes, and details as shown in the FDM Summary of Phase Submittals Table 301.2.2. The plans shall include the following sheets necessary to convey the intent and scope of the project for the purposes of construction. 5.1 Key Sheet 5.2 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 Sheets 5.5 Plan/Profile Sheet 5.6 Profile Sheet-N/A 5.7 Plan Sheet—N/A 5.8 Special Profile A-34 G�� 111 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 5.13 Special Details 5.14 Cross-Section Pattern Sheets 5.15 Roadway Soil Survey Sheets 5.16 Cross Sections 5.17 Temporary Traffic Control Plan Sheets 5.18 Temporary Traffic Control Cross Section Sheets 5.19 Temporary Traffic Control Detail Sheets 5.20 Utility Adjustment Sheets The Utility adjustment/relocation design shall accommodate provisions for location of foundation elements for the future flyover bridge structure (to be constructed in Phase 2) to avoid potential conflicts between proposed utility layout as part of Phase 1 design with foundations for the future flyover. 5.21 Selective Clearing and Grubbing Sheets—N/A 5.21.1 Selective Clearing and Grubbing 5.21.2 Selective Clearing and Grubbing Details 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—N/A 5.25 Utility Verification Sheets (SUE Data) 5.26 Quality Assurance/Quality Control 5.27 Supervision 6 DRAINAGE ANALYSIS The CONSULTANT shall analyze and document Drainage Tasks in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and current design memorandums. The CONSULTANT shall make drainage design recommendations to the COUNTY for the type of drainage system that should be used for the project, i.e., closed-drainage system and/or open roadside ditches. Once the drainage system is accepted and approved by the SFWMD, and the Notice of Intent to Permit from SFWMD is received, any changes to the system, requested by the COUNTY, shall be considered as Additional Services. The CONSULTANT is responsible for A-35 11I designing a drainage and stormwater management system that complies with the requirements of the appropriate regulatory agencies (SFWMD) and the FDOT's Drainage Manual. The CONSULTANT shall coordinate fully with the appropriate permitting agencies and COUNTY 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 the following: 6.1 Drainage Analysis 6.1.1 Drainage Map Hydrology The CONSULTANT shall create a post-condition working drainage basin map to be used in defining the system hydrology. This map shall incorporate drainage basin boundaries, existing survey and/or LiDAR and field observations, as necessary, to define the system. Basin delineations shall also include any existing collection systems in a logical manner to aid in the development of the hydraulic model. Include coordination hours needed to convey drainage hydrologic features onto produced drainage maps. Examine all adjacent property outfall points to determine whether accommodations for offsite drainage must be incorporated into the project drainage system. 6.1.2 Base Clearance Calculations The CONSULTANT shall analyze, determine, and document three (3) high water elevation locations 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 an appendix to the Drainage Report. 6.1.3 Pond Siting Analysis and Report—(See 9.0 PD&E Reevaluations and Technical Support) Evaluate three pond site alternatives each for: one (1) Stormwater Management Facility for PD&E Basin Randall, and one(1) Floodplain Compensation site, using a preliminary hydrologic analysis. Verify sufficient capacity in existing Stormwater Management Facilities for Immokalee Basins 8 and 9. Document the results and coordination for all the project's pond site analyses. 6.1.4 Design of Cross Drains—N/A 6.1.5 Design of Ditches & Canal Re-alignment Design roadway conveyance. This task includes capacity calculations, longitudinal grade adjustments, flow changes, additional adjustments for ditch convergences, selection of suitable channel lining, design of side drainpipes, and documentation. (Design of linear stormwater management facilities in separate task.) Design Canal Re-alignment. All right of way acquisition (for Phase 1 and Phase 2) is included in the Phase 1 Interim Improvement. The Phase 2 Ultimate Improvement will trigger the need to realign the Cocohatchee Canal and extend the existing box culvert along the Corkscrew Canal which is under Immokalee Road. This task includes preliminary Cocohatchee Canal realignment analysis limited to cross sectional area and volume calculations so that the additional right of way limits can be identified. A-36 111 6.1.6 Design of Stormwater Management Facility (Offsite or Infield Pond) Design of one stormwater management facility for PD&E Basin Randall to meet requirements for stormwater quality treatment, attenuation and aesthetics. Develop proposed pond layout(contributing drainage basin, shape, contours, slopes, volumes, tie-ins, , etc.), perform routing, pollutant/nutrient loading calculations, recovery calculations, design the outlet control structure and buoyancy calculations for pond liners when necessary. Assume one pond design. Additional pond(s) design is considered an Optional Service if requested by the COUNTY. Fees for this item are not included in the negotiated contract fees. If this item is determined necessary and is requested by the COUNTY, scope and fee will be negotiated at that time and will be implemented via Change Order. When applicable,the staff hourly rates established in the contract shall be utilized for fee determination. 6.1.7 Design of Stormwater Management Facility(Roadside Treatment Swales and Linear Ponds) -N/A 6.1.8 Design of Floodplain Compensation Design of one floodplain compensation facility for PD&E Basin Randall. 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. Assumes "Cup for Cup" (volume for volume)approach.Assume one pond design. Does not include watershed modeling. Additional pond(s) design is considered an Optional Service if requested by the COUNTY. Fees for this item are not included in the negotiated contract fees. If this item is determined necessary and is requested by the COUNTY, scope and fee will be negotiated at that time and will be implemented via Change Order. When applicable, the staff hourly rates established in the contract shall be utilized for fee determination. 6.1.9 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. 6.1.10 Optional Culvert Material Determine acceptable options for pipe materials using the Culvert Service Life Estimator. 6.1.11 French Drain Systems—N/A 6.1.11 a Existing French Drain Systems—N/A 6.1.12 Drainage Wells—N/A 6.1.13 Drainage Design Documentation Report Compile drainage design documentation into report format. Include documentation for all the drainage design tasks and associated meetings and decisions. 6.1.14 Bridge Hydraulic Report—N/A 6.1.15 Temporary Drainage Analysis A-37 111 Evaluate and address drainage to adequately drain the road and maintain existing offsite drainage during all construction phases. Provide documentation. 6.1.16 Cost Estimate Prepare cost estimates for the drainage components. 6.1.17 Technical Special Provisions/Modified Special Provisions—N/A 6.1.18 Hydroplaning Analysis—N/A 6.1.19 Existing Permit Analysis Data gathering including desktop analysis of local,state and federal Drainage permits. 6.1.20 Other Drainage Analysis—N/A Includes all efforts for a drainage task not covered by an existing defined task. 6.1.21 Noise Barrier Evaluation—N/A 6.1.22 Field Reviews 6.1.23 Technical Meetings Meetings with COUNTY staff, regulatory agencies, local governments such as meetings with the Water Management District, FDEP, etc. 6.1.24 Environmental Look-Around Meetings Convene a meeting with COUNTY staff, regulatory agencies, local governments and other stakeholders to explore watershed wide stormwater needs and alternative permitting approaches. 6.1.25 Quality Assurance/Quality Control 6.1.26 Independent Peer Review—N/A 6.1.27 Supervision 6.1.28 Coordination 6.2 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. 6.2.1 Drainage Map Prepare post-development condition Drainage Maps for Phase 1 of the project. 6.2.2 Bridge Hydraulics Recommendation Sheets—N/A 6.2.3 Summary of Drainage Structures 6.2.4 Optional Pipe/Culvert Material 6.2.5 Drainage Structure Sheet(s) (Per Structure) 6.2.6 Miscellaneous Drainage Detail Sheets 6.2.7 Lateral Ditch Plan/Profile(for Cocohatchee Canal Re-alignment)—N/A 6.2.8 Lateral Ditch Cross Sections—N/A A-38 6.2.9 Retention/Detention Pond Detail Sheet(s) 6.2.10 Retention Pond Cross Sections 6.2.11 Erosion Control Plan Sheet(s) Erosion Control Plan to be developed by the Contractor. The scope item is for erosion control quantity estimates only. 6.2.12 SWPPP Sheet(s) 6.2.13 Quality Assurance/Quality Control 6.2.14 Supervision 7 UTILITIES The CONSULTANT shall identify utility facilities and secure agreements, utility work schedules, and plans from the Utility Agency Owners (UAO) ensuring all conflicts that exist between utility facilities and the COUNTY's construction project are addressed. The CONSULTANT shall follow FDOT and COUNTY standards, policies, procedures and design criteria. COUNTY standards are located at: httD://www.colliergov.net/your-government/divisions-s-zJwater/utilities-standards-manual 7.1 Utility Kickoff Meeting Before any contact with the UAO(s), the CONSULTANT shall meet with the COUNTY Transportation Engineering Division and Public Utilities Department to receive guidance, as may be required,to assure that all necessary coordination will be accomplished in accordance with COUNTY procedures. CONSULTANT shall bring a copy of the design project work schedule reflecting utility activities. 7.2 Identify Existing Utility Agency Owner(s) The CONSULTANT shall identify all utilities within and adjacent to the project limits that may be impacted by the project. 7.3 Make Utility Contacts First Contact: The CONSULTANT shall send letters, a PDF of plans, and CAD files if requested to each utility. Includes contact by phone for meeting coordination. Request type, size, location, easements, and cost for relocation if reimbursement is claimed. Request the voltage level for power lines in the project area. Send 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 3 weeks advance notice. Second Contact: At a minimum of 4 weeks prior to the meeting, the CONSULTANT shall transmit a PDF of complete 60% plans and the utility conflict information (when applicable and in the format requested by the COUNTY)to each UAO having facilities located within the project limits, and to the COUNTY as required by the COUNTY's Project Manager. Third Contact: Identify agreements and assemble packages. The CONSULTANT shall send agreements, letters, the utility conflict information (when applicable and in the format requested by the COUNTY) and a PDF set of plans to the UAO(s) and the COUNTY including all component sets. Include the design schedule. A-39 FAO 1 1 I 7.4 Exception Processing The CONSULTANT shall be responsible for transmitting/coordinating the appropriate design reports including, but not limited to, the Preliminary Engineering Report and the Project Scope to each UAO to identify any condition that may require a Utility Exception. The CONSULTANT shall identify and communicate to the UAO any facilities in conflict with their location or project schedule. The CONSULTANT shall assist with the processing of design exceptions involving Utilities with the UAO and the COUNTY. Assist with processing per the UAM. 7.5 Preliminary Utility Meeting The CONSULTANT shall schedule (time and place), notify participants, and conduct a preliminary utility meeting with all UAO(s)having facilities located within the project limits for the purpose of presenting the project, review the current design schedule, evaluate the utility information collected, provide follow-up information on compensable property rights from the COUNTY Legal Office, discuss the utility work by highway contractor option with each utility, and discuss any future design issues that may impact utilities. This is also an opportunity for the UAO(s) to present proposed facilities. The CONSULTANT shall keep accurate minutes and distribute a copy to all attendees. 7.6 Individual/Field Meetings The CONSULTANT shall meet with each UAO as necessary, separately or together, throughout the project design duration to provide guidance in the interpretation of plans, review changes to the plans and schedules,standard or selective clearing and grubbing work, and assist in the development of the UAO(s)plans and work schedules. The CONSULTANT is responsible for motivating the UAO to complete and return the necessary documents after each Utility Contact or Meeting. 7.7 Collect and Review Plans and Data from UAO(s) The CONSULTANT shall review utility marked plans and data individually as they are received for content. Ensure information from the UAO (utility type, material and size) is sent to the designer for inclusion in the plans. Forward all requests for utility reimbursement and supporting documentation to the COUNTY. 7.8 Subordination of Easements Coordination —N/A 7.9 Utility Design Meeting The CONSULTANT shall schedule (time and place), notify participants, and conduct a Utility meeting with all affected UAO(s). The CONSULTANT shall be prepared to discuss impacts to existing trees/vegetation and proposed landscape, drainage, traffic signalization, temporary traffic control plans (TTCP) (construction phasing), review the current design schedule and letting date, evaluate the utility information collected, provide follow-up information on compensable property rights from COUNTY Legal Office,discuss with each UAO the utility work by highway contractor option, discuss any future design issues that may impact utilities, etc., to the extent that they may have an effect on existing or proposed utility facilities with particular emphasis on drainage and TTCP with each UAO. The intent of this meeting shall be to assist the UAOs in identifying and resolving conflicts between utilities and proposed construction before completion of the plans, including utility adjustment details. Also,to work with the UAOs to recommend potential resolution between known utility conflicts with proposed construction plans as may be deemed practical by the UAO. The CONSULTANT shall keep accurate minutes of all meetings and distribute a copy A-40 CAn 111 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 & Work Schedules and Processing of Schedules & Agreements The CONSULTANT shall review utility marked up plans and work schedules as they are received for content and coordinate review with the designer. Send color markups and schedules to the appropriate COUNTY office(s) such as survey, geotechnical, drainage, structures, lighting, roadway, signals, utilities, landscape architecture, municipalities, maintaining agency, and COUNTY Traffic Operations for review and comment. Coordinate with the COUNTY for execution. Distribute Executed Final Documents. Prepare Work Order for UAO(s). The CONSULTANT shall coordinate with the COUNTY PUD the programming of necessary Work Program funds. 7.11 Utility Coordination/Follow-up The CONSULTANT shall provide utility coordination and follow up. This includes follow- up, interpreting plans, and assisting the UAOs with completion of their work schedules and agreements. Includes phone calls, face-to-face meetings, etc., to motivate and ensure the UAO(s)complete and return the required documents in accordance with the project schedule. Ensure the resolution of all known conflicts. The CONSULTANT shall keep accurate minutes of all meetings and distribute a copy to all attendees. This task can be applied to all phases of the project. 7.12 Utility Constructability Review The CONSULTANT shall review utility schedules against construction contract time, and phasing for compatibility. 7.13 Additional Utility Services The CONSULTANT shall provide additional utility services. The CONSULTANT shall, via soft-dig, potholing,or other non-destructive method, physically obtain the horizontal and vertical location, size, type, material, and condition, of all underground utilities within and surrounding all proposed foundations for signal poles, light poles, retaining walls, piles, culverts, or other critical locations where foundation construction is proposed, or as directed by the COUNTY'S Construction Project Manager. A quantity of 45 underground locates (Vvh's) are anticipated for this project and is included as an Optional Service (see Activity 27.10). 7.14 Processing Utility Work by Highway Contractor (UWHC) This includes coordination of utility design effort between the COUNTY and the UAO(s). The CONSULTANT shall conduct additional coordination meetings, prepare and process the agreements, review tabulation of quantities, perform UWHC constructability and biddability review, review pay items, cost estimates and Technical Special Provisions (TSP) or Modified Special Provision (MSP) prepared by the UAO. This does not include the utility design effort. This item will be added as a supplemental agreement when the need is identified. 7.15 Contract Plans to UAO(s) A-41 €7+3 li ! The CONSULTANT shall transmit the contract plans as processed for letting to the UAO(s). Transmittals to UAO(s)may be by certified mail, return receipt requested. 7.16 Certification/Close-Out This includes hours for transmitting utility files to the COUNTY and preparation of the Utility Certification Letter. The CONSULTANT shall certify to the COUNTY Project Manager the following: All utility negotiations(Full execution of each agreement, approved Utility Work Schedules, Technical Special Provisions or Modified Special Provisions written, etc.) have been completed with arrangements made for utility work to be undertaken and completed as required for proper coordination with the physical construction schedule. OR An on-site inspection was made, and no utility work will be involved. OR Plans were sent to the Utility Companies/Agencies and no utility work is required. OR A No Response letter on COUNTY letter, delivered to the UAO via certified mail, return receipt requested,documenting all failed attempts to obtain RGBs,UWS or No Conflict letter from any non-responsive UAO. 7.17 Other Utilities This scope item is considered an Additional/Optional Service if requested by the COUNTY. Fees for this item are not included in the negotiated contract fees. If this item is determined necessary and is requested by the COUNTY, scope and fee will be negotiated at the time and will be implemented via Change Order or Contract Amendment. When applicable, the staff hourly rates established in the contract shall be utilized for fee determination. 8 ENVIRONMENTAL PERMITS and ENVIRONMENTAL CLEARANCES The CONSULTANT shall notify the COUNTY Project Manager, 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 but should not be limited to a review of the project's PD&E documents including the Type 2 Categorical Exclusion,Natural Resources Evaluation Report, Contamination Screening Evaluation Report, Pond Siting Report, and Cultural Resources Assessment Survey Report. The CONSULTANT shall research any existing easements or other restrictions that may exist within or adjacent to the proposed project boundary. Project research may include but A-42 00 111 should not be limited to review of available: federal, state, and local permit files and databases; and local government information including COUNTY and property appraiser data. The CONSULTANT shall determine if any Sovereign Submerged Lands easements need to be modified or acquired. Any applicable information will be shown on the plans as appropriate. 8.2 Field Work 8.2.1 Pond Site Alternatives The CONSULTANT shall evaluate the proposed pond sites identified and floodplain compensation areas resulting from the Pond Siting Report (Section 6.1.3) for a total of one(1)new pond site for the Randall Basin,the expansion of two(2)existing pond sites, and one (1) new Floodplain Compensation Site.. 8.2.2 Establish Wetland Jurisdictional Lines and Assessments: The CONSULTANT shall 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..; and Rule Chapter 62-331, F.A.0 and the State 404 Program Applicants Handbook. 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. Where reasonable and applicable, 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 Uniform Mitigation Assessment Method forms and/or project specific data forms. 8.2.3 Species Surveys: In accordance with the Type 2 CE commitments, the CONSULTANT shall conduct gopher tortoise surveys where suitable habitat is found as defined by the rules and regulations protecting this species. The CONSULTANT shall conduct preliminary wildlife surveys along the project corridor and proposed or preferred pond sites/floodplain compensation sites. A-43 tt 111 No other formal species surveys are anticipated other than a gopher tortoise survey as long the design and right-of-way needs are consistent with the PD&E. The CONSULTANT shall coordinate with permitting and/or commenting agencies processing a COUNTY permit to determine if proposed design or right-of-way changes would necessitate additional wildlife surveys, specifically for the Florida bonneted bat. Should additional species surveys be mandated by the permitting and/or commenting agencies, these surveys can be requested by the COUNTY. This scope item is considered an Optional Service if requested by the COUNTY. Fees for this item are not included in the negotiated contract fees. If this item is determined necessary and is requested by the COUNTY, scope and fee will be negotiated at that time and will be implemented via Change Order. When applicable, the staff hourly rates established in the contract shall be utilized for fee determination. In accordance with the Type 2 CE commitments, the CONSULTANT shall review the mitigation requirements for the Florida panther and assist the COUNTY in obtaining the necessary Panther Habitat Units(PHUs)as mitigation for impacts to the Florida panther. 8.3 Agency Verification of Wetland Data The CONSULTANT shall be responsible for verification of wetland and other surface water data identified in Section 8.2 and coordinating regulatory agency field reviews, including finalization of assessments and jurisdictional determinations with applicable agencies. 8.4 Complete and Submit All Required Permit Applications The CONSULTANT shall collect all the data and information necessary to prepare the permit applications and obtain the environmental permits required to construct the project as identified in the Project Description and as described in 8.4.1,8.4.2,and 8.12(Other Permits). The CONSULTANT shall prepare each permit application in accordance with the rules and/or regulations of the regulatory agency responsible for issuing a specific permit and/or authorization to perform work. The permit application packages must be approved by the COUNTY prior to submittal to regulatory agencies. The CONSULTANT will submit all permit applications, as directed by the COUNTY. The COUNTY will be responsible for payment of all permit fees. 8.4.1 Complete and Submit all Required Wetland Permit Applications: The CONSULTANT shall prepare, complete, and submit required wetland permit (i.e. ERP, Section 404) application packages to the appropriate regulatory agencies. This includes applications submitted to WMDs and/or DEP. The application package may include but is not limited to attachments (i.e. project location map, aerials, affidavit of ownership,pictures,additional technical analysis,etc.),a cover letter with project description as well as completion of applicable agency forms. The CONSULTANT shall prepare and respond to agency Requests for Additional Information (RAIs), including necessary revisions to the application package. All responses and completed application packages must be approved by the COUNTY prior to submittal to the regulatory agencies. Geotechnical permitting should also be prepared, submitted, and obtained. 8.4.2 Complete and Submit all Required Species Permit Applications: The CONSULTANT shall coordinate with FDOT District 1 to initiate consultation with permitting agencies including the US Fish and Wildlife Service and Florida Fish A-44 CA-0 111 and Wildlife Conservation Commission. In support of agency consultation, the CONSULTANT shall provide supporting documentation including project location map, aerials, affidavit of ownership, pictures, additional technical analysis, etc. The CONSULTANT shall also prepare, complete and submit required species permit applications to the appropriate agencies. This includes federal and state protected species permit application packages as required. The work includes completion of application package (i.e. project location map, aerials, affidavit of ownership, pictures, additional technical analysis, etc.), and cover letter with project description as well as completion of applicable forms. The CONSULTANT shall respond to agency RAIs, including necessary revisions to the application package. All responses and completed applications must be approved by the COUNTY prior to submittal to the regulatory agency. 8.5 Coordinate and Review Dredge and Fill Sketches The CONSULTANT shall review Dredge and Fill Detail sheets to ensure information on the sketch(es) meet the requirements of the regulatory agencies and are appropriate for environmental permit application submittal and acquisition. The CONSULTANT will also provide environmental data/information as needed to support the preparation of the Dredge and Fill sketches. 8.6 Prepare USCG Permit Application—N/A 8.7 Prepare Water Management District or Local Water Control District Right of Way Occupancy Permit Application The CONSULTANT shall coordinate with the South Florida Water Management District regarding the Cocohatchee Canal re-alignment and future ROW Occupancy Permit requirements to support the Phase 2 ROW acquisition. 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 impacts cannot be avoided, the CONSULTANT shall coordinate with the COUNTY to identify appropriate mitigation to offset impacts. Mitigation will be summarized as part of the Environmental Resource Permit and Section 404 permit applications. The CONSULTANT will be directed by the COUNTY to investigate the mitigation options that meet federal and state requirements in accordance with section 373.4137, F.S. Below are mitigation options: • Purchase of mitigation credits from a mitigation bank • Payment to DEP/WMD for mitigation services • Monetary participation in offsite regional mitigation plans • Creation/restoration of wetlands on public lands or on right of way purchased by the COUNTY or on existing COUNTY right of way. As an Optional Service, in the event that physical creation or restoration is the only feasible alternative to offset wetland impacts, the CONSULTANT shall collect all the data and information necessary to prepare mitigation plans acceptable to all permitting agencies and commenting agencies who are processing or reviewing a permit application for a COUNTY project. Included in this Optional Service, prior to selection of a final creation/restoration A-45 AC) h i mitigation site, the CONSULTANT will provide the following services in the development of a mitigation plan: • Preliminary jurisdictional determination for each proposed site • Selection of alternative sites • Coordination of alternative sites with the COUNTY/all environmental agencies • Written narrative listing potential sites with justifications for both recommended and non-recommended sites. Fees for the Optional Service for physical creation or restoration to offset wetland impacts are not included in the negotiated contract fees. If this item is determined necessary and is requested by the COUNTY, scope and fee will be negotiated at that time and will be implemented via Change Order. When applicable, the staff hourly rates established in the contract shall be utilized for fee determination. 8.11 Mitigation Coordination and Meetings The CONSULTANT shall coordinate with COUNTY personnel prior to approaching any environmental permitting or commenting agencies.Once a mitigation plan has been reviewed and approved by the COUNTY,the CONSULTANT will be responsible for coordinating the proposed mitigation plan with the environmental agencies. The CONSULTANT will provide mitigation information needed to update the COUNTY Project Manager. 8.12 Other Environmental Permits Environmental Clearances, and Technical Support scope items are considered Additional/Optional Service if requested by the COUNTY. Fees for these items are not included in the negotiated contract fees. If these items are determined necessary and are requested by the COUNTY, scope and fee will be negotiated at that time and will be implemented via Change Order. When applicable, the staff hourly rates established in the contract shall be utilized for fee determination. 8.13 NEPA Re-evaluation (Environmental Analysis) The CONSULTANT shall be responsible for completing Right of Way, Design Change, and Construction Advertisement re-evaluations in accordance with Part 1, Chapter 13 of the FDOT PD&E Manual. The CONSULTANT shall review the approved Type 2 CE in support of the re-evaluation completion. The CONSULTANT shall complete two(2)re-evaluations: 1) Design Change and Right of Way Re-evaluation; and 2) Construction Advertisement Re- evaluation. The CONSULTANT shall provide all updates on Engineering, Environmental and Public Involvement, as well as any technical studies or addendums required to support the re-evaluations. Re-evaluations will be completed in accordance with Part 1, Chapter 13 of the PD&E Manual. The CONSULTANT shall provide information to FDOT to update the Project Commitment Record for incorporation into the re-evaluation. It is the responsibility of the CONSULTANT to provide all engineering information on design changes including but not limited to typical section, alignment, pond site location, right of way requirements,drainage,and traffic volumes that may affect traffic noise analysis and modeling in accordance with the FDOT PD&E Manual. The CONSULTANT shall prepare clearances for all pond sites identified after the PD&E Study was completed. The CONSULTANT shall perform the services necessary to clear all environmental including Cultural Resources, Contamination, Wetlands, Species, and Noise in accordance with the PD&E Manual. A-46 i_'p.o I I. 8.13.1 Archaeological and Historical Resources The CONSULTANT shall prepare a Cultural Resources Assessment Survey Addendum to provide necessary technical information to analyze the impacts to all cultural and historical resources due to changes in the project in accordance with Part 2, Chapter 8 of the PD&E Manual. 8.13.2 Wetland Impact Analysis The CONSULTANT shall prepare a Natural Resource Evaluation Addendum to provide necessary technical information to analyze the impacts to wetlands and other surface waters in accordance with Part 2, Chapter 9 of the PD&E Manual due to changes in the project. 8.13.3 Essential Fish Habitat Impact Analysis—N/A 8.13.4 Protected Species and Habitat Impact Analysis The CONSULTANT shall prepare a Natural Resource Evaluation Addendum to provide necessary technical information to analyze the impacts to all protected species and habitat in accordance with Part 2,Chapter 16 of the PD&E Manual due to changes in the project. The CONSULTANT shall perform the necessary analysis to complete agency consultation in accordance with Section 7 or Section 10 of the Endangered Species Act. 8.13.5 Contamination Impact Analysis The CONSULTANT shall prepare Contamination Screening Evaluation Addendum for the project limits including stormwater ponds and floodplain compensation sites as described in Part 2, Chapter 20, of the PD&E Manual due to changes in the project. The appropriate level of analysis and deliverable type will be approved by the COUNTY's Project Manager and District Contamination Impact Coordinator. The draft Level 1 Contamination Screening Evaluation document shall be submitted to the COUNTY's Project Manager for review and final approval. The CONSULTANT shall include an evaluation of any new contamination impacts due to changes to the project from the PD&E design concept, if applicable, and any new discharges or new potential contamination impacts not evaluated in any previously completed Contamination Screening Evaluation. The project impacts, conclusions and recommendations, figures, tables and appendices will be provided in a Level I Contamination Screening Evaluation Report. As an Optional Service, the CONSULTANT shall provide Level II assessment services. If contamination is identified within the limits of construction, the CONSULTANT shall coordinate with the COUNTY Project Manager to properly mark identified contamination areas in the plans and develop specifications as appropriate. This scope item is considered an Optional Service if requested by the COUNTY. Fees for this item are not included in the negotiated contract fees. If this item is determined necessary and is requested by the COUNTY, scope and fee will be negotiated at that time and will be implemented via Change Order. When applicable, the staff hourly rates established in the contract shall be utilized for fee determination. 8.14 NEPA Re-evaluation (Engineering Analysis) A-47 CA-0 1 1 I The CONSULTANT shall perform the activities that follow under Activity 8.14 as applicable to the intersections of Immokalee Road at Randall Blvd. and Randall Blvd. at 8th St.NE for the required NEPA re-evaluation efforts. This effort is included in the base services. 8.14.1 Travel Demand Forecasting The CONSULTANT shall review the updated FDOT District One Regional Planning Mode (DI RPM) model to compare the model volumes to the traffic volumes from the Project Traffic Analysis Report (PTAR). If there are no substantial changes, the traffic data from the PTAR will be used for operational analysis. In addition, the CONSULTANT shall review the D1 RPM model and will develop traffic for the Randall and 8th St NE, Immokalee and Wilson for the analysis years. Traffic will be developed for the Immokalee and Wilson Blvd with and without the Randall Blvd bridge. The No-Build and Build Volumes developed for the intersections will be consistent with the PD&E forecasting years as part of the reevaluation. The updated AADT for the Opening and Design years will be used for ESAL development as part of the Pavement Design. 8.14.2 Traffic Analysis The CONSULTANT will review the following Traffic Reports and Planning studies: • PTAR for FPID: 435368-1 • Traffic Report for the Randall Blvd • Wilson Boulevard Corridor Study 8.14.2.1 Development and Screening of Alternatives The CONSULTANT will prepare design controls and criteria for developing Project alternatives according to the FDM. The CONSULTANT will consider the alternatives that were identified in the FPID 435368-1 PTAR Study and develop the recommended build alternative, including transition areas, and assess impacts of each alternative. All build alternatives evaluation will accommodate pedestrian and bicycle facilities based on volume and context classification. The recommended alternative alternatives would also meet the purpose and need for the Project in accordance with Part 2, Chapter 3 of the PD&E Manual. The CONSULTANT shall present to COUNTY staff its preliminary findings from the data collection and traffic studies. The CONSULTANT shall allow a maximum of 20 business days in the schedule for the COUNTY to review and approve the proposed recommended alternatives as part of the re-evaluation. 8.14.2.2 Operational Evaluation of No-Build and Build Alternatives The CONSULTANT will analyze the operational performance of the PD&E No- Build and Build Preferred alternative with any feasible alternative(s) along with the intersections of the Randall Blvd and 8th St NE utilizing SYNCHRO and HCS 7 for 2025 opening and 2045 design years as appropriate. The analysis will include multimodal evaluation for pedestrian, bicycle, and transit modes, as appropriate. The analysis will also include evaluation of access management and refinement of design concepts in relation to traffic safety and operational efficiency within the study area. The CONSULTANT will evaluate the operational effectiveness of Build Alternatives A-48 Cl,„0 111 for both the 2025 and 2045 years consistent with the PD&E using agreed upon performance measures of effectiveness (MOE). In addition, the CONSULTANT shall provide the intersection capacity and level of service analysis for the intersection of Immokalee Road and Wilson Blvd.for the 2025 Opening and 2045 Design years for the conditions with and without the Randall Blvd bridge. The analysis will also include any potential weaving associated with the Randall Bridge tie-in to Immokalee Road. Two (2) alternative concepts will be developed on the intersection configuration. As part of the analysis the Wilson Blvd Corridor Study will be considered. These concept layouts will help identify the potential right-of-way needed along the Immokalee Road and within the Immokalee/Wilson Blvd intersection area of influence. 8.14.2.3 Project Traffic Analysis Report The CONSULTANT will prepare a Project Traffic Analysis Report (PTAR) as part of the re-evaluation as described in Part 2, Chapters 2 and 6 of the PD&E Manual. The results must be shown on diagrams for each alternative including the recommended and PD&E alternative and will be discussed in the report. The PTAR will also summarize the comparison of the operational and safety performance of these alternatives evaluated in detail and how they perform against each other including the No-Build. 8.14.3 Traffic Data for Noise Study The CONSULTANT will provide the following updated data for each road segment (i.e. intersection to intersection), for the existing year, 2025 opening year, and the 2045 design year for Build and No-Build Alternatives if necessary; • Level of Service (LOS) C directional hourly volumes. • Demand peak hourly volumes (peak and off-peak directions). • Existing and proposed posted speed. • Percentage of heavy trucks (HT) in the design hour. • Percentage of medium trucks (MT) in the design hour. • Percentage of buses in the design hour. • Percentage of motorcycles(MC) in the design hour. 8.14.4 Traffic Data for Air Quality Analysis The CONSULTANT will review and utilize the updated traffic data if necessary for the air quality analysis which will include the following: • Intersection type and approach speed. • Intersections—peak hour volumes for each approach. 8.14.5 Safety Analysis 8.14.5.1 Crash Data The CONSULTANT will obtain the most recent five(5)years of available data from FDOT's crash database and other local sources for this project. The crash data will A-49 11I include the number and type of crashes, crash locations, number of fatalities and injuries, and estimates of property damage and economic loss. 8.14.5.2 Data Driven Safety Analysis The CONSULTANT will perform safety analysis as part of the reevaluation in accordance with Part 2, Chapter 2 of the PD&E Manual. Based on the information obtained from the crash data, the CONSULTANT will identify project safety needs associated with the existing and future conditions. The CONSULTANT will use the Highway Safety Manual(HSM)procedures or CMF comparison if needed to estimate the safety performance of the Project alternatives (PD&E alternative, Recommended alternative and No-Build alternatives. 8.14.5.3 Safety Analysis Documentation The CONSULTANT will document the results of the safety analysis in the PTAR to support the re-evaluation of the PD&E alternative with the recommended alternative. In addition, the CONSULTANT shall obtain crash data and perform safety analysis for the intersection of Immokalee Road and Wilson Blvd. 8.15 Section left intentionally blank—N/A 8.16 Asbestos Survey- N/A 8.17 Technical Meetings 8.18 Quality Assurance/Quality Control 8.19 Supervision 8.20 Coordination 9 STRUCTURES - SUMMARY AND MISCELLANEOUS TASKS AND DRAWINGS The CONSULTANT shall analyze, design, and develop contract documents for all structures in accordance with applicable provisions as defined in Section 2.21 Provisions for Work. Individual tasks identified in Sections 9 through 18 are defined in the Staff Hour Estimation Handbook and within the provision defined in Section 2.21 Provisions for Work.Contract documents shall display economical solutions for the given conditions. The CONSULTANT shall provide Design Documentation to the COUNTY with each submittal consisting of structural design calculations and other supporting documentation developed during the development of the plans. The design calculations submitted shall adequately address the complete design of all structural elements. These calculations shall be neatly and logically presented on digital media or, at the COUNTY's request, on 8 1/2"xl 1" paper and all sheets shall be numbered. The final design calculations shall be signed and sealed by a Florida-licensed professional engineer.A cover sheet indexing the contents of the calculations shall be included and the engineer shall sign and seal that sheet.All computer programs and parameters used in the design calculations shall include sufficient backup information to facilitate the review task. 9.1 Key Sheet and Index of Drawings—N/A 9.2 Project Layout—N/A A-50 S 1 1 ! A ' 9.3 General Notes and Bid Item Notes—N/A 9.4 Miscellaneous Common Details—N/A 9.5 Incorporate Report of Core Borings—N/A 9.6 Standard Plans-Bridges—N/A 9.7 Existing Bridge Plans— If available. 9.8 Assemble Plan Summary Boxes and Quantities—N/A 9.9 Cost Estimate 9.10 Technical Special Provisions and Modified Special Provisions 9.11 Field Reviews 9.12 Technical Meetings 9.13 Quality Assurance/Quality Control 9.14 Independent Peer Review 9.15 Supervision 9.16 Coordination 10 STRUCTURES - BRIDGE TECHNICAL MEMO The CONSULTANT shall prepare a Bridge Technical Memo(BTM). The BTM shall be submitted as part of the Phase I Roadway Submittal, General Requirements. The Preliminary Engineering Report(PER)included in the PD&E study provides conceptual layout of the future grade separated flyover bridge(which to be designed and constructed as part of Phase 2). The CONSULTANT shall develop this BTM to refine the flyover bridge concept and provide concept plans for the flyover. The intent of developing concept plans is to determine location of the piers and anticipated footprint of the foundations for the future flyover. The concept plans will be subsequently used to determine extent of Right-of-Way acquisition and coordination of the utility work to avoid potential conflicts with future bridge foundation. Outline for elements of the future flyover shall be shown in the Phase 1 contract plans for Phase 1 design coordination with future work. General Requirements 10.1 Bridge Geometry 10.2 Ship Impact Data Collection—N/A 10.3 Ship Impact Criteria—N/A Superstructure Alternatives 10.4 Short-Span Concrete—N/A 10.5 Medium-Span Concrete A-51 S 1 1 I Provide a narrative for extension of Bridge Culvert 034063 (CR-846 over Corkscrew Canal). The preliminary geometry for the culvert extension shall be adequately developed to facilitate future improvement for canal realignment (to be performed as part of Phase 2 work) and subsequently facilitate determination of the Right-of-Way acquisition to be performed as part of Phase 1. See Activity 6.1.5 for parameters to be considered for the canal realignment. 10.6 Long Span Concrete—N/A PD&E study indicates that use of long span concrete bridge may not be feasible due to the roadway curvature and spans lengths exceeding 150 feet. A brief narrative of this exclusion will be included in the BTM. 10.7 Structural Steel Includes evaluation of a steel superstructure option with skewed piers . Only one span configuration and substructure arrangement will be included in the exhibits. Foundation and Substructure Alternatives 10.8 Pier/Bent 10.9 Shallow Foundations/GRS Abutments—N/A 10.10 Deep Foundations Includes evaluation of deep foundation(prestressed concrete piles and drilled shafts)options. Movable Span —N/A 10.11 Data Collection and Design Criteria 10.12 Movable Span Geometries and Clearances 10.13 Deck System Evaluation 10.14 Framing Plan Development 10.15 Main Girder Preliminary Design 10.16 Conceptual Span Balance/Counterweight 10.17 Support System Development 10.18 Drive Power Calculations 10.19 Drive System Development 10.20 Power and Control Development 10.21 Conceptual Pier Design 10.22 Foundation Analysis (FL PIER) 10.23 Tender Visibility Study A-52 11l Other BTM Issues 10.24 Aesthetics— N/A 10.25 TTCP/Staged Construction Requirements 10.26 Constructability Requirements 10.27 Load Rating for Damaged/Widened Structures—N/A 10.28 Quantity and Cost Estimates Quantities and cost estimates for Phase 2 structures will be based on the FDOT Bridge Development Report (BDR) bridge cost estimate spreadsheet for conventional projects. 10.29 Quantity and Cost Estimates- Movable Span—N/A 10.30 Wall Type Justification Includes evaluation of permanent and temporary walls needed for construction of the Phase 2 flyover bridge. Exhibits will include a preliminary wall layout(plan) for permanent walls at the bridge approaches. Report Preparation 10.31 Exhibits Preliminary Plans (To be included as an appendix to the BTM; separate Phase 2 Structures component plan set submittal not required) 1. Plan and Elevation Sheet—Flyover and culvert extension 2. Construction Staging—Flyover and culvert extension 3. Superstructure Typical Section Sheet—Flyover 4. Framing Plan—Flyover 5. Substructure Section Sheets—Flyover 6. Report of Core Borings 7. Preliminary Foundation Layouts— Flyover 8. Wall Layout Sheets 9. Existing Bridge Plans—If available for Bridge No. 034063 (culvert) 10.32 Exhibits-Movable Span—N/A 10.33 Report Preparation 10.34 Report Preparation - Movable Span —N/A 10.35 BTM Submittal Package Preliminary geotechnical investigations report shall be included as part of the BTM preparation. A-53 CAO 1 1 I 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 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) 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 This scope item (Including 17.11 — 17.16) is per wall and is considered an Optional Service if requested by the COUNTY. Fees for this item are included in the negotiated contract fees (Fee is per each Wall). If this item is determined necessary and is requested by the COUNTY, a Notice to Proceed will be issued to execute this work. Fee is based on the incorporation of FDOT Index 400-011 gravity walls. One gravity wall is included in the fee for Optional Services. A-54 111 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—N/A 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 18 STRUCTURES—MISCELLANEOUS The CONSULTANT shall prepare plans for Miscellaneous Structure(s)as specified in Section 2.5. Concrete Box Culverts —N/A 18.1 Concrete Box Culverts Concrete Box Culverts Extensions 18.2 Concrete Box Culvert Data Table Plan Sheets 18.3 Concrete Box Culvert Special Details Plan Sheets Strain Poles —N/A 18.4 Steel Strain Poles 18.5 Concrete Strain Poles 18.6 Strain Pole Data Table Plan Sheets 18.7 Strain Pole Special Details Plan Sheets Mast Arms 18.8 Mast Arms Includes design of FDOT standard mast arm assemblies per FDOT Index Nos. 649-030 and 649-031 for each location identified under Activity 23. A-55 11I 18.9 Mast Arms Data Table Plan Sheets 18.10 Mast Arms Special Details Plan Sheets This scope item is considered an Optional Service if requested by the County. Fees for this item are not included in the negotiated contract fees. If this item is determined necessary and is requested by the County, scope and fee will be negotiated at that time and will be implemented via Change Order. When applicable, the staff hourly rates established in the contract shall be utilized for fee determination. Overhead/Cantilever Sign Structure—N/A 18.11 Cantilever Sign Structures 18.12 Overhead Span Sign Structures 18.13 Special (Long Span) Overhead Sign Structures 18.14 Monotube Overhead Sign Structure 18.15 Bridge Mounted Signs (Attached to Superstructure) 18.16 Overhead/Cantilever Sign Structures Data Table Plan Sheets 18.17 Overhead/Cantilever Sign Structures Special Details Plan Sheets High Mast Lighting—N/A 18.18 Non-Standard High Mast Lighting Structures 18.19 High Mast Lighting Special Details Plan Sheets Noise Barrier Walls (Ground Mount) - This scope item (Including 18.20 — 18.26) is considered an Optional Service if requested by the COUNTY. Fees for this item are not included in the negotiated contract fees. If this item is determined necessary and is requested by the County, scope and fee will be negotiated at that time and will be implemented via Change Order. When applicable, the staff hourly rates established in the contract shall be utilized for fee determination. 18.20 Horizontal Wall Geometry 18.21 Vertical Wall Geometry 18.22 Summary of Quantities—Aesthetic Requirements 18.23 Control Drawings 18.24 Design of Noise Barrier Walls Covered by Standards 18.25 Design of Noise Barrier Walls not Covered by Standards 18.26 Aesthetic Details A-56 11i Special Structures 18.27 Fender System—N/A 18.28 Fender System Access—N/A 18.29 Special Structures—Spread Footer Lighting Foundations This scope item is per foundation and is considered an Optional Service if requested by the COUNTY. Fees for this item are included in the negotiated contract fees (Fee is per each foundation design). If this item is determined necessary and is requested by the COUNTY, a Notice to Proceed will be issued to execute this work. One special foundation design is included in the fee for Optional Services. 18.30 Other Structures—N/A 18.31 Condition Evaluation of Signal and Sign Structures, and High Mast Light Poles — N/A 18.32 Condition Evaluation of Signal and Sign Structures,and High Mast Light Poles (No As built or Design Plans Available)—N/A 18.33 Analytical Evaluation of Signal and Sign Structures, and High Mast Light Poles - N/A 18.34 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 sections,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 Reference and Master Design File The CONSULTANT shall prepare the Signing & Marking Design file to include all necessary design elements and all associated reference files. 19.4 Multi-Post Sign Support Calculations The CONSULTANT shall determine the appropriate column size from the FDOT's Multi- Post Sign Program(s). 19.5 Sign Panel Design Analysis Establish sign layout, letter size and series for non-standard signs. 19.6 Sign Lighting/Electrical Calculations—N/A A-57 ,cno 1 19.7 Quantities 19.8 Cost Estimate 19.9 Technical Special Provisions and Modified Special Provisions 19.10 Other Signing and Pavement Marking Analysis 19.11 Field Reviews 19.12 Technical Meetings 19.13 Quality Assurance/Quality Control 19.14 Independent Peer Review 19.15 Supervision 19.16 Coordination 20 SIGNING AND PAVEMENT MARKING PLANS The CONSULTANT shall prepare a set of Signing and Pavement Marking Plans in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and current design memorandums that includes the following. 20.1 Key Sheet 20.2 General Notes/Pay Item Notes 20.3 Project Layout 20.4 Plan Sheet 20.5 Typical Details—N/A 20.6 Guide Sign Work Sheet(s) 20.7 Traffic Monitoring Site—as required 20.8 Cross Sections 20.9 Special Service Point Details—N/A 20.10 Special Details—N/A 20.11 Interim Standards—N/A 20.12 Quality Assurance/Quality Control The CONSULTANT shall be responsible for the professional quality,technical accuracy and coordination of traffic design drawings, specifications and other services furnished by the CONSULTANT under this contract. The CONSULTANT shall provide a Quality Control Plan that describes the procedures to be utilized to verify, independently check, and review all design drawings, specifications and other services prepared as a part of the contract. The CONSULTANT shall describe how the checking and review processes are to be documented to verify that the required procedures were followed. The Quality Control Plan may be one utilized by the CONSULTANT as part of their normal operation or it may be one specifically designed for this project. A-58 cAo 1 1 I 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. 21.1 Traffic Data Collection—as required The CONSULTANT shall perform all effort required for traffic data collection, including crash reports, 24 hr. machine counts, 8 hr. turning movement counts, 7-day machine counts, and speed & delay studies. 21.2 Traffic Data Analysis The CONSULTANT shall determine signal operation plan, intersection geometry, local signal timings, pre-emption phasing & timings, forecasting traffic, and intersection analysis run. 21.3 Signal Warrant Study—N/A 21.4 Systems Timings The CONSULTANT shall assist the COUNTY staff with determining proper coordination timing plans including splits, force offs, offsets, and preparation of Time Space Diagram. Timings will be performed by the COUNTY. 21.5 Reference and Master Signalization Design File The CONSULTANT shall prepare the Signalization Design file to include all necessary design elements and all associated reference files. 21.6 Reference and Master Interconnect Communication Design File The CONSULTANT shall prepare the Interconnect Communication Design file to include all necessary design elements and all associated reference files. 21.7 Overhead Street Name Sign Design The CONSULTANT shall design Signal Mounted Overhead Illuminated Street Name signs. 21.8 Pole Elevation Analysis 21.9 Traffic Signal Operation Report— N/A 21.10 Quantities 21.11 Cost Estimate 21.12 Technical Special Provisions and Modified Special Provisions The CONSULTANT shall meet the latest version of the Collier County Signalization Technical Special Provisions. 21.13 Other Signalization Analysis The CONSULTANT is required to incorporate into the project the following elements: A-59 i t ' Closed Circuit Television (CCTV) Cameras (as necessary) — the specification for these devices can be found on Collier County's website at http://www.colliergov.net/your- government/divisions-s-z/traffic-operations/traffic-technical-special-provisions Vehicle Detection (Inductive loops or radar detection, as required); web address for these specifications is above. Queue Analysis—Determine auxiliary lanes capacity Any additional Technical Special Provisions (must be approved by Traffic Operations Engineers) 21.14 Field Reviews The CONSULTANT shall collect information from the maintaining agencies and conduct a field review. The review should include, but is not limited to,the following: • 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 The CONSULTANT shall be responsible for the professional quality,technical accuracy and coordination of traffic design drawings, specifications and other services furnished by the CONSULTANT under this contract. The CONSULTANT shall provide a Quality Control Plan that describes the procedures to be utilized to verify, independently check,and review all design drawings, specifications and other services prepared as a part of the contract. The CONSULTANT shall describe how the checking and review processes are to be documented to verify that the required procedures were followed. The Quality Control Plan may be one utilized by the CONSULTANT as part of their normal operation, or it may be one specifically designed for this project. 21.17 Independent Peer Review 21.18 Supervision 21.19 Coordination 22 SIGNALIZATION PLANS The CONSULTANT shall prepare a set of Signalization Plans in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and current design memorandums, which includes the following: • Immokalee Road-Randall Blvd. Intersection A-60 1 11 • Randall Blvd.- 8th Street NE Intersection • Left on Immokalee Road in front of Fire Station No. 10 22.1 Key Sheet 22.2 General Notes/Pay Item Notes 22.3 Plan Sheet 22.4 Interconnect Plans 22.5 Traffic Monitoring Site—as required 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—N/A 22.11 TTCP Signal (Temporary) 22.12 Temporary Detection Sheet 22.13 Utility Conflict Sheet—N/A 22.14 Interim Standards 22.15 Quality Assurance/Quality Control The CONSULTANT shall be responsible for the professional quality,technical accuracy and coordination of traffic design drawings, specifications and other services furnished by the CONSULTANT under this contract. The CONSULTANT shall provide a Quality Control Plan that describes the procedures to be utilized to verify, independently check,and review all design drawings, specifications and other services prepared as a part of the contract. The CONSULTANT shall describe how the checking and review processes are to be documented to verify that the required procedures were followed. The Quality Control Plan may be one utilized by the CONSULTANT as part of their normal operation, or it may be one specifically designed for this project. 22.16 Supervision 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(Randall Boulevard)—N/A 23.2 Lighting Design Analysis Report The CONSULTANT shall prepare a Preliminary Lighting Design Analysis Report for Randall Boulevard and Immokalee Road. The report shall be submitted under a separate cover with the 60% plans submittal. The report shall provide analyses for each signalized A-61 C 111 intersection lighting design and 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 Lighting Design Criteria that will be used. For projects with corridor lighting, the report shall include the evaluation of one lighting design alternative to be coordinated in conjunction with the Collier County Traffic Operations Section. The report shall provide a recommendation on the alternative to use. Each alternative shall be properly described; the alternatives shall consider different pole heights, lamp wattage, and arm lengths. Each alternative shall be provided with a cost estimate that includes initial cost in addition to operations and maintenance cost for one year. After approval of the preliminary report, the CONSULTANT shall submit a revised report for each submittal. The Lighting Design Analysis Report shall include: • Lighting Calculations • Structural calculations for special conventional pole concrete foundations if required • Letter to the power company requesting service • Power company confirmation letter on the requested services • Voltage drop calculations • Load analysis calculations for each branch circuit 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 COUNTY. The Voltage Drop Calculations shall be submitted as part of 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 Lighting—N/A,by the CONTRACTOR,if required 23.7 Design Documentation -N/A; included in LDAR 23.8 Quantities 23.9 Cost Estimate 23.10 Technical Special Provisions and Modified Special Provisions 23.11 Other Lighting Analysis—N/A 23.12 Field Reviews The CONSULTANT shall collect information from the maintaining agencies and conduct a field review. The review should include but is not limited to the following: A-62 CAO 111 • Existing Lighting Equipment • Load Center, Capabilities and Condition/Age • Condition of Lighting Structure(s) • Verification of horizontal clearances • Verification of breakaway requirements 23.13 Technical Meetings 23.14 Quality Assurance/Quality Control 23.15 Independent Peer Review 23.16 Supervision 23.17 Coordination 24 LIGHTING PLANS The CONSULTANT shall prepare a set of Lighting Plans in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and current design memorandums. 24.1 Key Sheet 24.2 General Notes/Pay Item Notes 24.3 Pole Data, Legend & Criteria 24.4 Service Point Details 24.5 Project Layout 24.6 Plan Sheet 24.7 Special Details 24.8 Temporary Lighting Data and Details—N/A 24.9 Temporary Traffic Control Plan Sheets—N/A 24.10 Interim Standards—N/A 24.11 Quality Assurance/Quality Control The CONSULTANT shall be responsible for the professional quality,technical accuracy and coordination of traffic design drawings, specifications and other services furnished by the CONSULTANT under this contract. The CONSULTANT shall provide a Quality Control Plan that describes the procedures to be utilized to verify, independently check, and review all design drawings,specifications and other services prepared as a part of the contract. The CONSULTANT shall describe how the checking and review processes are to be documented to verify that the required procedures were followed. The Quality Control Plan may be one utilized by the CONSULTANT as part of their normal operation, or it may be one specifically designed for this project. 24.12 Supervision A-63 ill 25 LANDSCAPE ANALYSIS The CONSULTANT shall analyze and document Landscape Architecture Tasks in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and current design memorandums. 25.1 Data Collection—N/A 25.2 Site Inventory and Analysis for Proposed Landscape—N/A 25.3 Planting Design—N/A 25.4 Irrigation Design—N/A 25.5 Hardscape Design Landscape/Irrigation Plans are not included in this Scope of Services. 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. 25.6 Roll Plots—N/A 25.7 Cost Estimates—N/A 25.8 Technical Special Provisions and Modified Special Provisions— N/A 25.9 Inspection Services—N/A 25.10 Other Landscape Services—N/A 25.11 Outdoor Advertising—N/A 25.12 Field Reviews—N/A 25.13 Technical Meetings/ Public Meetings - NA 25.14 Quality Assurance/Quality Control 25.15 Independent Peer Review-NA 25.16 Supervision 25.17 Project Coordination 25.18 Interdisciplinary Coordination 26 LANDSCAPE PLANS —N/A 26.1 Key Sheet—N/A 26.2 Tabulation of Quantities and Plant Schedule— N/A A-64 CA 111 26.3 General Notes—N/A 26.4 Tree and Vegetation Protection and Relocation Plans and Tree Disposition Plans - N/A 26.5 Planting Plans for Linear Roadway Projects—N/A 26.6 Planting Plans (Interchanges and Toll Plazas)—N/A 26.7 Planting Details and Notes—N/A 26.8 Irrigation Plans for Linear Roadway Project—N/A 26.9 Irrigation Plans for Interchange and Toll Plazas—N/A 26.10 Irrigation Details and Notes—N/A 26.11 Hardscape Plans—N/A 26.12 Hardscape Details and Notes 26.13 Landscape Maintenance Plan —N/A 26.14 Quality Assurance/Quality Control—N/A 26.15 Supervision—N/A 27 SURVEY The CONSULTANT shall perform survey tasks in accordance with all applicable statutes,manuals, guidelines, standards, handbooks, procedures, and current design memoranda. The CONSULTANT shall submit all survey notes and computations to document the surveys. All field survey work shall be recorded in approved media and submitted to the COUNTY. Field books submitted to the COUNTY must be of an approved type. The field books shall be certified by the surveyor in responsible charge of work being performed before the final product is submitted. The survey notes shall include documentation of decisions reached from meetings, telephone conversations or site visits. All like work (such as bench lines, reference points, etc.) shall be recorded contiguously. The COUNTY may not accept field survey radial locations of section corners, platted subdivision lot and block corners, alignment control points, alignment control reference points and certified section corner references. The COUNTY may instead require that these points be surveyed by true line, traverse or parallel offset or Global Positioning Systems (GPS)procedures. 27.1 Horizontal Project Control (HPC) Establish or recover HPC, for the purpose of establishing horizontal control on the Florida State Plane Coordinate System or datum approved by the COUNTY Project Manager; may include primary or secondary control points. Includes analysis and processing of all field collected data, and preparation of forms. 27.2 Vertical Project Control (VPC) Establish or recover VPC,for the purpose of establishing vertical control on datum approved by the COUNTY Project Manager;may include primary or secondary vertical control points. Includes analysis and processing of all field collected data, and preparation of forms. A-65 0 111 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, 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, '/4 section,center of section corners and General Land Office(G.L.O.)corners as required. 27.6 Topography/Digital Terrain Model (DTM) (3D) 27.7 Planimetric (2D) Locate all above ground features and improvements. Deliver in appropriate electronic format. Effort includes field edits, analysis and processing of all field collected data, existing maps, and/or reports. 27.8 Roadway Cross Sections/Profiles—N/A 27.9 Side Street Surveys Refer to tasks of this document as applicable. 27.10 Underground Utilities Designation includes 2-dimensional collection of existing utilities and selected 3- dimensional verification as needed for designation. Location includes non-destructive excavation to determine size, type and location of existing utility, as necessary for final 3- dimensional verification. Survey includes collection of data on points as needed for designates and locates. Includes analysis and processing of all field collected data, and delivery of all appropriate electronic files. The CONSULTANT shall SUE all locations that include new underground infrastructure or earthwork excavation (i.e. drilled shafts, bridge piles, strain poles, mast arms, miscellaneous foundations, drainage structures, pipe culverts, new ditches, etc.). The expectation is for the CONSULTANT to know exactly where all existing underground utilities and infrastructure are located in areas that work will be performed to properly design for any new underground infrastructure or earthwork excavation that will be constructed on the project. The CONSULTANT shall perform designates (SUE Level B) within the entire limits of the project corridor. The COUNTY will provide SUE information at Randall Blvd.and 8'h Street from the installation of the temporary strain pole signalization. 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" as follows: • Identify utility owners that have facilities on, or may be affected by, the project limits. Contact these utility owners (face to face meetings recommended) and provide them with information about the proposed project and schedule periodic follow-up meetings. (ASCE Quality Level D). A-66 CA 0 1 1 I • Review all information that can be obtained and plot on utility composite drawing(CADD file to be furnished). (ASCE Quality Level D). • Make field observations to identify visible above-ground utility features. Provide all information in field sketches so surveyor can prepare a complete survey and plot a rectilinear grid. (ASCE Quality Level C) • Use appropriate surface geophysical methods (i.e., pipe and cable locators, terrain conductivity methods, resistively measurements, metal detectors, Ground Penetrating Radar, etc.) to designate existing subsurface utilities or to trace a particular utility system. This provides two-dimensional horizontal information. Place paint marks on the ground. Place identification flags or stakes on the paint marks or coding on the pavement and survey to project controls. Depict resulting information via computer aided design and drafting (CADD). Provide notes and sketches to designer of record and/or on-site engineer. Non- tonable (non-metallic) utilities will be discussed at this time with the designer of record and/or on-site engineer. (ASCE Quality Level B). The following activities for locates (SUE Level A) are considered an Optional Service if requested by the COUNTY. Fees for this item are included in the negotiated contract fees and include up to 45 test holes. If this item is determined necessary and is requested by the COUNTY, a Notice to Proceed will be issued to execute this work. • Meet with designer of record and/or on-site engineer to determine utility conflicts and ASCE Quality Level A test hole locations. • Expose selected subsurface utilities to obtain three-dimensional information. Use minimally intrusive excavation methods, such as vacuum excavation and Air-Lance. Depict resulting information. Resolve differences between all information gathered. Provide test hole data sheets (THDS) to designer of record and/or on-site engineer. All test holes are to be back-filled as described below. (ASCE Quality Level A). On completion, test holes shall be restored to the following: a. Backfilled with in-kind material b. Placed backfill using proper techniques c. Restored pavement with in-kind material d. Restored areas outside of pavement to pre-excavation conditions • Collect and store utility location and condition information in a database for asset management. Provide a detailed report of utility locations, depths, size, type, etc. All information shall be provided in the format preapproved by the COUNTY. 27.11 Outfall Survey—N/A 27.12 Drainage Survey Locate underground data(XYZ,pipe size,type,condition and flow line)that relates to above ground data. Includes field edits, analysis and processing of all field collected data, existing maps, and/or reports A-67 111 27.13 Bridge Survey(Minor/Major) Design survey shall include existing Bridge Culvert 034063 (CR-846 / Corkscrew Canal). The scope of the survey shall be adequate to facilitate 30% design the culvert extension to be performed as part of Phase 2. 27.14 Channel Survey Provide survey along Cocahatchee Canal and Corkscrew Canal to support preliminary design for future Cocahatchee Canal realignment, future bridge culvert extensions, etc. (that are planned to be performed in Phase 2). Extent of the survey shall be determined based on Phase 2 conceptual design exhibits included in the PD&E Study. The channel survey shall be performed in conformance with South Florida Water Management District's(SFWMD) current requirements for Phase 2 improvements. 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 Refer to tasks of this document as applicable. 27.20 Subdivision Location—N/A 27.21 Maintained R/W—N/A 27.22 Boundary Survey—N/A 27.23 Water Boundary Survey Perform Mean High Water, Ordinary High Water and Safe Upland Line surveys as required by FDOT and COUNTY standards. 27.24 Right of Way Staking, Parcel/ Right of Way Line—N/A 27.25 Right of Way Monumentation Set R/W monumentation as depicted on final R/W maps for corridor and water retention areas. 27.26 Line Cutting—N/A A-68 0 11l 27.27 Work Zone Safety—N/A 27.28 Vegetation Survey—N/A 27.29 Tree Survey—N/A 27.30 Miscellaneous Surveys—N/A 27.31 Supplemental Surveys—N/A 27.32 Document Research Perform research of documentation to support field and office efforts involving surveying and mapping. 27.33 Field Review Perform verification of the field conditions as related to the collected survey data. 27.34 Technical Meetings Attend meetings as required and negotiated by the Surveying and Mapping COUNTY. 27.35 Quality Assurance/Quality Control(QA/QC) Establish and implement a QA/QC plan. Also includes subconsultant review, response to comments and any resolution meetings if required, preparation of submittals for review, etc. 27.36 Supervision Perform all activities required to supervise and coordinate project. These activities must be performed by the project supervisor, a Florida P.S.M. or their delegate as approved by the COUNTY Project Manager. 27.37 Coordination Coordinate survey activities with other disciplines. These activities must be performed by the project supervisor, a Florida P.S.M. or their delegate as approved by the COUNTY Project Manager. 28 PHOTOGRAMMETRY—N/A 29 MAPPING The CONSULTANT will be responsible for the preparation of control survey maps, right of way maps, maintenance maps, sketches, other miscellaneous survey maps, and legal descriptions as required for this project in accordance with all applicable COUNTY Manuals, Procedures, Handbooks, District specific requirements, and Florida Statutes. All maps, surveys and legal descriptions will be prepared under the direction of a Florida Professional Surveyor and Mapper (PSM)to COUNTY size and format requirements utilizing COUNTY approved software and will be designed to provide a high degree of uniformity and maximum readability.The CONSULTANT will submit maps, legal descriptions and sketches, 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 A-69 CAO 111 29.2 Section and 1/4 Section Lines—N/A 29.3 Subdivisions/Property Lines—N/A 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 a resolution is determined. 29.9 Jurisdictional/Agency Lines These lines may include, but are not limited to,jurisdictional,wetland,water boundaries,and COUNTY limit lines. Sheet Files 29.10 Control Survey Cover Sheet—N/A 29.11 Control Survey Key Sheet—N/A 29.12 Control Survey Detail Sheet—N/A 29.13 Right of Way Map Cover Sheet 29.14 Right of Way Map Key Sheet 29.15 Right of Way Map Detail Sheet 29.16 Maintenance Map Cover Sheet—N/A 29.17 Maintenance Map Key Sheet —N/A 29.18 Maintenance Map Detail Sheet —N/A 29.19 Reference Point Sheet—N/A 29.20 Project Control Sheet—N/A 29.21 Table of Ownerships Sheet Miscellaneous Surveys and Sketches 29.22 Parcel Sketches A-70 ' II 29.23 TIITF Sketches—N/A 29.24 Other Specific Purpose Survey(s)—N/A 29.25 Boundary Survey(s) Map—N/A 29.26 Right of Way Monumentation Map 29.27 Title Search Map—N/A 29.28 Title Search Report—N/A 29.29 Legal Descriptions 29.30 Final Map/Plans Comparison The PSM will perform a comparison of the final right of way maps with the available construction plans to review the correctness of the type of parcel to be acquired and the stations/offsets to the required right of way.The PSM will coordinate with the FOR to resolve any conflicts or discrepancies and provide documentation of the review. 29.31 Field Reviews—N/A 29.32 Technical Meetings—N/A 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 IN THE DESIGN PHASE — (NOT-APPLICABLE - See PD&E Study) 33 INTELLIGENT TRANSPORTATION SYSTEMS ANALYSIS The CONSULTANT shall analyze and document Intelligent Transportations System (ITS) Analysis Tasks in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, existing ITS standard operating procedures, strategic plans, Florida's SEMP guidelines,National and regional ITS architectures, and current design memoranda. In instances where the CONSULTANT performs analysis or prepares the design packages for the deployment of ITS, the CONSULTANT will not be allowed to compete as a proposing firm or participate as a subconsultant to a proposing firm during subsequent advertisements involving work performed under this contract. 33.1 ITS Analysis The CONSULTANT shall review the approved preliminary engineering report, typical sections,traffic technical memorandum and proposed geometric design alignment to identify impacts to existing ITS components (if applicable) and proposed ITS field device placements. The CONSULTANT shall use applicable COUNTY and FDOT requirements A-71 0 1 1 and guidelines, including, but not limited to, the FDM, Standard Plans, and Standard Specifications for Road and Bridge Construction in the design of ITS. ITS work will focus on restoration of existing to remain based on items impacted by construction. CCTV camera system shall be replaced at the intersection of Randall Boulevard and Immokalee Road and the fiber trunk on Immokalee Road impacted by roadway widening shall be rerouted to maintain communication with the RTMC. The CONSULTANT shall provide two new 2-inch conduits, consisting of one for fiber and one spare, to be installed along Randall Blvd to connect the new signals along Randall Blvd with the RTMC. All ITS devices shall be compatible with the latest version of the National Transportation Communications for ITS Protocol (NTCIP) and compatible with SunGuide software platform. 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 the SunGuide software or other software approved by the COUNTY. Closed Circuit Television (CCTV) Camera Assembly The CONSULTANT shall be responsible for the design and exact field locations for the camera assemblies. The camera system design shall ensure that the video quality is not degraded due to wind or vibration. The CONSULTANT shall be responsible for the design of the grounding and lightning protection system based on FDOT criteria. 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 The CONSULTANT shall be responsible for the design of a non-intrusive traffic monitoring site,to be compatible with the COUNTY's system. 33.2 Communications The CONSULTANT shall be responsible for the development of a communications plan to determine the optimal communications medium for the project corridor. The plan shall be developed prior to submittal of Phase I plans. The plan 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 plan must include bandwidth analysis and recommendations,needs assessment, and provide recommendations regarding minimum requirements, media, A-72 network devices, protocols, network topology, communication redundancy, future needs, spare capacity, and any communications or data sharing with other agencies. After approval of the plan, the CONSULTANT shall submit a revised plan including a detailed design analysis for each submittal. The CONSULTANT's communications design shall include multiple redundant paths for each location, which allows for automatic switching of communications path onto a secondary path, if the primary path is impacted (if desired by the COUNTY). 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 (online edition). Fiber optic communications lines are currently located along Immokalee Road, and are to be preserved or restored under this project. The CONSULTANT will be responsible for preparing plans to expand the fiber optic network along Randall Boulevard to connect the signal at 8th St. NE. 33.3 Grounding and Lightning Protection — N/A 33.4 Power Subsystem—N/A 33.5 Voltage Drop Calculations—N/A 33.6 Design Documentation—N/A 33.7 Existing ITS The CONSULTANT shall research any required legacy system or system components that may be impacted by new work, such as: existing communications; existing types, numbers, locations, models, manufacturers, and age of ITS devices; as-built plans; existing operating software; existing center-to-field devices; and C2C communications and capabilities. 33.8 Queue Analysis—N/A 33.9 Reference and Master ITS Design File—N/A 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—N/A 33.12 Sign Panel Design Analysis—N/A 33.13 Quantities The CONSULTANT shall include all work required to determine the quantities for all items, including ITS structures and devices, interconnect, and infrastructure (such as conduits, pull boxes, splice boxes, fusion splices, splice enclosures, etc.). This work effort shall include A-73 CAO 111 generating accurate quantities for computing the engineer's estimate as required by the COUNTY. Use digital submittal of plans as required by the COUNTY. 33.14 Cost Estimate The CONSULTANT shall prepare an engineer's cost estimate for the project using historical data from the FDOT or from other Industry sources. The CONSULTANT shall also load the pay items and quantities into AASHTOWare Project Preconstruction for generating the Summary of Pay Items and the FDOT's in-house estimates. 33.15 Technical Special Provisions and Modified Special Provisions The CONSULTANT shall develop Technical Special Provisions(TSP)and Modified Special Provisions(MSP) 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 The CONSULTANT shall conduct a field review for the required phase submittals. The review shall 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 The CONSULTANT shall attend meetings as necessary support the project. 33.19 Quality Assurance/Quality Control The CONSULTANT shall be responsible for the professional quality,technical accuracy and coordination of designs, drawings, specifications, and other services and work furnished by the CONSULTANT under this contract. The CONSULTANT shall provide a Quality Control Plan that describes the procedures to be utilized to verify, independently check, and review all design drawings, specifications, and other 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 may be one utilized by the CONSULTANT as part of their normal operation or may be one specifically designed for this project. The CONSULTANT shall utilize the District's quality control checklist. The A-74 CAO ill responsible Professional Engineer that performed the Quality Control review shall sign a statement certifying that the review was conducted. The CONSULTANT shall,without additional compensation,correct all errors or deficiencies in their works. 33.20 Supervision The CONSULTANT shall provide all efforts required to supervise all technical design activities. 33.21 Coordination The CONSULTANT shall coordinate with Survey, Geotech, Drainage, Structures, Lighting, Roadway Design, Utilities, municipalities, maintaining agencies and Traffic Operations to produce a final set of construction contract documents and to ensure that a high degree of accuracy for the design plans is achieved. 34 INTELLIGENT TRANSPORTATION SYSTEMS PLANS The CONSULTANT shall prepare a set of ITS Plans, detailing fiber routing and splicing, in accordance with the FDOT Design Manual that includes the following: 34.1 Key Sheet The CONSULTANT shall prepare the key sheet in accordance with the latest format depicted in the FDOT Design Manual, MUTCD, Standard Specs, and Standard Plans. 34.2 General Notes/Pay Item Notes The CONSULTANT shall include all pertinent general notes and pay item notes as deemed fit and as established by the District and the COUNTY. 34.3 Project Layout The CONSULTANT shall prepare plan sheet(s) with an overview of the entire project that include stations and offsets, project limits, intersection locations, devices, device identification using SunGuide nomenclature, and plan sheet coverage. 34.4 Typical and Special Details—N/A 34.5 Plan Sheet—N/A 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, 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. A-75 CAO 111 The CONSULTANT shall be responsible for preparing plans to preserve communications connectivity during construction 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 COUNTY's 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. 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. The CONSULTANT shall produce fiber optic cable splicing diagrams to show the connectivity of the fiber optic cable from its termini at field devices to the TMC. The diagrams shall denote new and existing fiber routes, splices,and terminations involved in the work. The diagrams shall identify cables by size, tube color / number and stand colors / numbers. All cables shall be identified either by numbering system identified either by numbering system identified on the plans or by bounding devices. The diagrams shall denote the types of connectors in the patch panels. 34.7 Fiber Optic Splice Diagrams The CONSULTANT shall produce fiber optic cable splicing diagrams to show the connectivity of the fiber optic cable from its termini at field devices to the TMC. The diagrams shall denote new and existing fiber routes, splices,and terminations involved in the work. The diagrams shall identify cables by size, tube color / number and stand colors / numbers. All cables shall be identified either by numbering system identified either by numbering system identified on the plans or by bounding devices. The diagrams shall denote the types of connectors in the patch panels. 34.8 Grounding and Lightning Protection Plans—N/A 34.9 Cross Sections—N/A 34.10 Guide Sign Work Sheet(s)—N/A 34.11 Special Service Point Details—N/A 34.12 Strain Pole Schedule—N/A 34.13 Overhead /Cantilever Sign Structure—N/A 34.14 Other Overhead Sign Structures (Long Span, Monotube, etc.)—N/A A-76 Z,AO ill 34.15 Temporary Traffic Control Plans The CONSULTANT shall prepare Temporary Traffic Control Plans (TTCP) to minimize impact to traffic during the construction of ITS field devices and associated communications infrastructure that will be deployed along the project corridor. The TTCP shall strive to maintain and sustain center-to-field device connectivity and operability to the ITS field devices previously deployed along the project corridor.The TTCP effort shall consider and mitigate the impacts of the project's various construction phases so as to sustain center-to-field devices connectivity and operability, maintaining operational quality as a minimum at the level provided prior to construction start and minimizing down time as much as possible.The CONSULTANT shall develop the TTCP sheets for the project, providing temporary communications as necessary,notes, details,and direction applicable to the ITS elements and associated communications for inclusion in the TTCP. The CONSULTANT shall review the existing TMC Operations and develop additional incident management service requirements as necessary to support during the Construction Phase of the Project.The CONSULTANT shall coordinate with District's Traffic Operations ITS Office for additional information regarding existing Incident Management and TMC Operational Procedures. 34.16 Interim Standards—N/A The CONSULTANT shall adhere to all COUNTY's Interim Standards for ITS applications; these are not included in the plans. 34.17 GIS Data and Asset Management Requirements—N/A 34.18 Quality Assurance/Quality Control The CONSULTANT shall utilize the District's quality control checklist for traffic design drawings in addition to the QC effort described in section three. 34.19 Supervision The CONSULTANT shall supervise all technical design activities. 35 GEOTECHNICAL The CONSULTANT shall, for each project, be responsible for a complete geotechnical investigation. All work performed by the CONSULTANT shall be in accordance with FDOT standards, or as otherwise directed by the COUNTY. 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 Project Manager to review the project scope and FDOT 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. A-77 CA() i1I The CONSULTANT shall notify the COUNTY in adequate time to schedule a representative to attend all related meetings and field activities. A subsoil investigation plan shall be submitted to the COUNTY for approval prior to site investigation. Muck and cap rock conditions are typical to Southwest Florida. Not encountering muck and cap rock is outside the norm in Collier County. The presence of both must be identified and quantified in the soils report for the project. To do this may require additional hand holes in muck and deeper drill holes to penetrate the cap rock and identify the soil layers below than was originally shown in the investigation plan. The Soils Report shall contain a signed statement by the Geotechnical Engineer that they have walked the project site and verified to the best of their ability that information provided in the report is representative of what the surface conditions and vegetation suggest would exist below. Where cap rock is expected to be encountered in the installation of stormwater pipe and other structures, the pay items "Rock Trench Excavation" and "muck removal" (if encountered) shall be provided. All Geotechnical work shall meet the minimum requirements of the FDOT Soils and Foundations Handbook. 35.1 Document Collection and Review CONSULTANT will review printed literature including topographic maps, COUNTY agricultural maps, aerial photography (including historic photos), 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 100%plans. Rock cores shall be retained as directed in writing by the COUNTY Project Manager. The CONSULTANT shall perform specialized field-testing in accordance with the FDOT Soils and Foundation Handbook and as required by project needs which may include but not be limited to: • Roadway auger borings every 100 feet to a depth of 6 feet. • LBR sampling and testing at 3 per mile. • Pavement core sampling and testing at 1 sample per 1,000 feet. • Corrosion series testing at sample per abundant stratum per 1,000 feet • Buried storm sewer system SPT borings to a depth of 20 feet every 500 feet • SPT borings on all corners of intersection for all new signals and/or mast arm to a depth of 25 feet. • Two corrosion series tests at each intersection location • Two SPT borings to a depth of 25 feet at each wet detention pond location • Two borehole permeability tests at each wet detention pond location • Piezometer installations at 1 per pond for Seasonal High Groundwater Level (SHGWL) determinations A-78 ill • Exfiltration test per 500 feet of exfiltration trench If required by the COUNTY Project Manager, a preliminary roadway exploration shall be performed before the 30% plans submittal. The preliminary roadway exploration will be performed,and results provided to the Engineer of Record to assist in setting roadway grades and locating potential problem areas. The preliminary roadway exploration shall be performed as directed in writing by the COUNTY Project Manager. CONSULTANT shall perform specialized field-testing as required by project needs and as directed in writing by the COUNTY Project Manager. All laboratory testing and classification will be performed in accordance with applicable FDOT standards,ASTM Standards or AASHTO Standards,unless otherwise specified in the Contract Documents. 35.2 Develop Detailed Boring Location Plan Develop a detailed boring location plan.Meet with COUNTY Geotechnical Project Manager for boring plan approval. If the drilling program expects to encounter artesian conditions,the CONSULTANT shall submit a methodology(s) for plugging the borehole to the COUNTY for approval prior to commencing with the boring program. 35.3 Stake Borings/Utility Clearance Stake borings and obtain utility clearance. Perform two corrosion series tests at each intersection location. 35.4 Muck Probing Probe standing water and surficial muck in a detailed pattern sufficient for determining removal limits to be shown in the Plans. 35.5 Coordinate and Develop TTCP for Field Investigation Coordinate and develop Temporary Traffic Control Plan (TTCP). All work zone traffic control will be performed in accordance with the FDOT's Standard Plans Index 102 series. 35.6 Drilling Access Permits Obtain all State, COUNTY, and Water Management District permits for performing geotechnical borings, as needed. 35.7 Property Clearances Notify property tenants in person of drilling and field activities, if applicable. Written notification to property owners/tenants is the responsibility of the CONSULTANT. The CONSULTANT shall be responsible for assembling a list of all property owners where access is required for conducting geotechnical investigations. A standardized letter shall be prepared by the CONSULTANT for review and approval by the COUNTY prior to notifying affected property owners. 35.8 Groundwater Monitoring Monitor groundwater, using piezometers. 35.9 LBR/Resilient Modulus Sampling A-79 CAO 1 I I Collect appropriate samples for Limerock Bearing Ratio (LBR) testing. Deliver Resilient Modulus samples to a location as directed by the COUNTY. 35.10 Coordination of 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 35.13 Determine design LBR values from the 90% and mean methods 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, if requested. 35.15 Parameters for Water Retention Areas Calculate parameters for water retention areas, exfiltration trenches, and/or swales. 35.16 Delineate Limits of Unsuitable Material Delineate limits of unsuitable material(s)in both horizontal and vertical directions.Assist the Engineer of Record with detailing these limits on the cross-sections. If requested, prepare a plan view of the limits of unsuitable material. 35.17 Electronic Files for Cross-Sections Create electronic files of boring data for cross-sections. 35.18 Embankment Settlement and Stability Estimate the total magnitude and time rate of embankment settlements. Calculate the factor of safety against slope stability failure. 35.19 Monitor Existing Structures Coordinate with EOR and structural engineer (when applicable) to identify and develop mitigation strategies for sensitive structures and facilities which require special considerations for settlement, vibration and/or groundwater monitoring by the contractor during construction. When there is risk of damage to the structure or facility, provide recommendations in the geotechnical report addressing project specific needs and coordinate those locations with the EOR. See PPM Volume I Chapter 34 and Chapter 9 of the Soils and Foundations Handbook. 35.20 Stormwater Volume Recovery and/or Background Seepage Analysis Perform stormwater volume recovery analysis in consultation with the EOR. 35.21 Geotechnical Recommendations A-80 0 Provide geotechnical recommendations regarding the proposed roadway construction project including the following: description of the site/alignment, design recommendations and discussion of any special considerations (i.e. removal of unsuitable material, consolidation of weak soils, estimated settlement time/amount, groundwater control, high groundwater conditions relative to pavement base, etc.) Evaluate and recommend types of geosynthetics and properties for various applications, as required. 35.22 Pavement Condition Survey and Pavement Evaluation Report If a pavement evaluation is performed, submit the report in accordance with Section 3.2 of the Materials Manual: Flexible Pavement Coring and Evaluation. Enter all core information into the Pavement Coring and Reporting (PCR) system. 35.23 Preliminary Roadway Report If a preliminary roadway investigation is performed, submit a preliminary roadway report before the Phase I plans submittal. The purpose of the preliminary roadway report will be to assist in setting road grades and locating potential problems. • Copies of U.S.G.S. and S.C.S. maps with project limits shown. • A report of tests sheet that summarizes the laboratory test results, the soil stratification (i.e. soils grouped into layers of similar materials) and construction recommendations relative to Standard Plans Indices 120-001 and 120-002. • The results of all tasks discussed in all previous sections regarding data interpretation and analysis. • An appendix that contains stratified soil boring profiles, laboratory test data sheets, sample embankment settlement and stability calculations, design LBR calculation/graphs, and other pertinent calculations. The CONSULTANT will respond in writing to any changes and/or comments from the COUNTY and submit any responses and revised reports. 35.24 Final Report The Final Roadway Report shall include the following: • Copies of U.S.G.S. and S.C.S. maps with project limits shown. • A report of tests sheet that summarizes the laboratory test results, the soil stratification (i.e. soils grouped into layers of similar materials) and construction recommendations relative to Standard Plans Indices 120-001 and 120-002. • The results of all tasks discussed in all previous sections regarding data interpretation and analysis. • An appendix that contains stratified soil boring profiles, laboratory test data sheets, sample embankment settlement and stability calculations, design LBR calculation/graphs, and other pertinent calculations. • The CONSULTANT will respond in writing to any changes and/or comments from the COUNTY and submit any responses and revised reports. 35.25 Auger Boring Drafting The auger borings shall be every 100 feet to a depth of 6 feet. 35.26 SPT Boring Drafting Draft SPT borings as directed by the COUNTY. A-81 111 The CONSULTANT shall be responsible for coordination of all geotechnical related fieldwork activities. The CONSULTANT shall retain all samples until acceptance of 100% plans. Rock cores shall be retained as directed in writing by the COUNTY Project Manager. CONSULTANT shall perform specialized field-testing as required by needs of project and as directed in writing by the COUNTY Project Manager. All laboratory testing and classification will be performed in accordance with applicable FDOT standards,ASTM Standards or AASHTO Standards,unless otherwise specified in the Contract Documents. The staff hour tasks for high embankment fills and structural foundations for bridges, box culverts,walls, high-mast lighting, overhead signs, mast arm signals, strain poles, buildings, and other structures include the following: • Two (2) borings to 100 feet for supports (bents/piers) for Flyover structure over Immokalee Road. • Six(6) borings to 30 feet for mast arms at three signalized intersections: o Immokalee Road at Randall Blvd. o Randall Blvd. at 8th St NE o Left Turn on Immokalee Road in front of Fire Station No.10 • Two(2) borings to 15 feet for special lighting foundation design, as needed • One(1) boring to 20 feet for CCTV pole, as needed 35.27 Develop Detailed Boring Location Plan Develop a detailed boring location plan.Meet with the 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 the FDOT's Standard Plans Index 102 series. 35.30 Drilling Access Permits Obtain all State, COUNTY, 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. 35.32 Collection of Corrosion Samples Collect corrosion samples for determination of environmental classifications. A-82 t 111 35.33 Coordination of Field Work Coordinate all field work required to provide geotechnical data for the project. 35.34 Soil and Rock Classification—Structures Soil profiles recorded in the field should be refined based on the results of laboratory testing. 35.35 Tabulation of Laboratory Data Laboratory test results should be tabulated for inclusion in the geotechnical report and for the necessary calculations and analyses. 35.36 Estimate Design Groundwater Level for Structures Review encountered groundwater levels, estimate seasonal high groundwater levels, and evaluate groundwater levels for structure design. 35.37 Selection of Foundation Alternatives (BTM) Evaluation and selection of foundation alternative, including the following: • Prestressed concrete piling- 18" and 24" square • Drilled shafts • Foundation analyses shall be performed using approved FDOT methods. Assist in selection of the most economical, feasible foundation alternative. 35.38 Detailed Analysis of Selected Foundation Alternate(s)—N/A 35.39 Bridge Construction and Testing Recommendations—N/A 35.40 Lateral Load Analysis (Optional)-N/A 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. Provide wall construction recommendations. 35.42 Sheet Pile Wall Analysis(Optional)—N/A 35.43 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 (CR-846 over Corkscrew Canal) • Provide the design soil profile(s)that include the soil model/type of each layer and all soil properties required by the Engineer of Record for foundation design. Review design for geotechnical compatibility and constructability. • Provide lateral earth pressure coefficients. • Provide preliminary box culvert construction and design recommendations. A-83 1 1 • Estimate differential and total (long term and short term) settlements. • Evaluate wingwall stability. 35.45 Preliminary Report—BTM (Bridge and Associated Walls) 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 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'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. Final reports will incorporate comments from the COUNTY and contain any additional field or laboratory test results,recommended foundation alternatives along with design parameters and special provisions for the contract plans.These reports will be submitted to the COUNTY Project Manager for review prior to project completion. After review by the COUNTY, the reports will be submitted to the COUNTY Project Manager in final form and will include the following: A-84 CAE) 1 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. The final reports, special provisions, as well as record prints, will be signed and sealed by a Professional Engineer licensed in the State of Florida. Draft the detailed boring/sounding standard sheet, including environmental classification, results of laboratory testing, and specialized construction requirements, for inclusion in final plans. 35.48 SPT Boring Drafting Prepare a complete set of drawings to include all SPT borings, auger borings and other pertinent soils information in the plans. Include these drawings in the Final Geotechnical Report. Draft borings, location map, S.C.S. map and U.S.D.A. map as directed by the COUNTY. Soil symbols must be consistent with those presented in the latest Florida Department of Transportation Soils and Foundations Handbook. 35.49 Other Geotechnical This scope item is considered an Optional Service if requested by the COUNTY. Fees for this item are not included in the negotiated contract fees.If this item is determined necessary and is requested by the COUNTY, scope and fee will be negotiated at that time and will be implemented via Change Order. When applicable, the staff hourly rates established in the contract shall be utilized for fee determination. 35.50 Technical Special Provisions and Modified Special Provisions 35.51 Field Reviews Identify and note surface soil and rock conditions, surface water conditions and locations, and preliminary utility conflicts. Observe and note nearby structures and foundation types. 35.52 Technical Meetings 35.53 Quality Assurance/Quality Control 35.54 Supervision 35.55 Coordination 36 3D MODELING —N/A 37 PROJECT REQUIREMENTS 37.1 Liaison Office The COUNTY and the CONSULTANT will designate a Liaison Office and a Project Manager who shall be the representative of their respective organizations for the Project. While it is expected the CONSULTANT shall seek and receive advice from various state, regional, and local agencies, the final direction on all matters of this project remain with the COUNTY Project Manager. A-85 III 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 Modified Special Provisions, and plans as required by FDOT and COUNTY standards. 37.6 Computer Automation The project will be developed utilizing Computer Aided Drafting and Design (CADD) systems. It is the responsibility of the CONSULTANT to meet the requirements in the FDOT CADD Manual. The CONSULTANT shall submit final documents and files as described therein or as amended by this Scope of Services. 37.7 Coordination with Other Consultants The CONSULTANT is to coordinate his work with any and all adjacent and integral consultants so as to effect complete and homogenous plans and specifications for the project(s) described herein. 37.8 Optional Services At the COUNTY's option, the CONSULTANT may be requested to provide optional services. Fees for this item are not included in the negotiated contract fees. If this item is determined necessary and is requested by the COUNTY, scope and fee will be negotiated at that time and will be implemented via Change Order. When applicable,the staff hourly rates established in the contract shall be utilized for fee determination. Additional services may be authorized by Change Order or supplemental amendment in accordance with the County's Procurement Policy. The additional services may include other Services as required. A-86 1 I iI 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 1 30% Submittal (Phase 1 & 2) $ 434,089.68 $ 2 Wilson Ave and Immokalee Rd Analysis $ 34,881.00 $ 3 60% Submittal (Phase 1 & 2) $405,341.98 $ 4 90% Submittal (Phase 1) $190,006.85 $ 5 100% Submittal (Phase 1) $102,323.27 $ 6 3.8 Post Design Services $ $ 102,139.00 7 Optional Service by NTP: 3.1.2 Notifications,Median&Driveway Mod.Letters $ 8,234.00 $ 8 Optional Service by NTP: 3.1.3 Mailing Lists $ 5,050.00 $ 9 Optional Service by NTP: 3.1.6 Newsletters $ 4,100.00 $ 10 Optional Service by NTP: 17.10 CIP Retaining Walls $ 6,061.00 $ 11 Optional Service by NTP: 18.29 Special Light Foundation $ 5,338.00 $ 12 Optional Service by NTP: 27.10 SUE (Level A Locates) $ $ 33,855.45 $ $ $ $ $ $ $ $ $ $ $ $ $ $ Page 18 of 30 PSA_CCNA Single Project Agreement[2022_ver.l] 11I $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ Total Lump Sum Fee $ 1,195,425.78 Total Time and Materials Fee $ 135,994.45 GRAND TOTAL FEE $ 1,331,420.23 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.I] i I 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"'aches" 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 CAt7 PSA_CCNA Single Project Agreement[2022_ver.I] i 1 I 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.1] i t ' SCHEDULE B —ATTACHMENT 1 CONSULTANT'S HOURLY RATE SCHEDULE Title Hourly Rate Principal $ 238.00 Senior Project Manager $ 201.00 Project Manager $ 165.00 Senior Engineer $ 175.00 Engineer $ 136.00 Senior Inspector $ 117.00 Inspector $ 96.00 Senior Planner $ 164.00 Planner $ 130.00 Senior Designer $ 128.00 Designer $ 109.00 Environmental Specialist $ 120.00 Senior Environmental Specialist $ 156.00 Scientist/Geologist $ 115.00 Senior Scientist/Geologist $ 156.00 Senior GIS Specialist $ 149.00 GIS Specialist $ 114.00 Clerical/Administrative $ 73.00 Senior Technician $ 102.00 Technician $ 83.00 CADD Technician $ 95.00 Senior Landscape Architect $ 177.00 Landscape Architect $ 148.00 Marine Biologist/Hydrogeologist $ 133.00 Senior Marine Biologist/Hydrogeologist $ 169.00 Surveyor and Mapper $ 142.00 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 Projects, the above hourly rates are for purposes of providing estimate(s), as required by the grantor agency. Page 22 of 30 PSA_CCNA Single Project Agreement[2022_ver l j 111 SCHEDULE C PROJECT MILESTONE SCHEDULE Number of Calendar Days Task/Item For Completion of Task Description from Date of Notice to Proceed 1 30% Submittal (Phase 1 & 2) 150 2 Wilson Ave and Immokalee Rd Analysis 240 3 60% Submittal (Phase 1 & 2) 300 4 90% Submittal (Phase 1 ) 490 5 100% Submittal (Phase 1 ) 550 6 3.8 Post Design Services 1 ,160 7 3.1.2 Notifications, Median & Driveway Mod. Letters Optional Service by NTP 8 3.1 .3 Mailing Lists Optional Service by NTP 9 3.1 .6 Newsletters Optional Service by NTP 10 17.10 CIP Retaining Walls Optional Service by NTP 11 18.29 Special Light Foundation Optional Service by NTP 12 27.10 SUE (Level A Locates) Optional Service by NTP Page 23 of 30 PSA_CCNA Single Project Agreement[2022_ver.1] 11I 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.I] 1 1 I purchase such insurance, nor shall it be responsible for the coverages purchased or the insurance company or companies used. The decision of the COUNTY to purchase such insurance coverages shall in no way be construed to be a waiver of any of its rights under the Agreement. 9. If the initial, or any subsequently issued Certificate of Insurance expires prior to the completion of the services required hereunder or termination of the Agreement, the CONSULTANT shall furnish to the COUNTY, in triplicate, renewal or replacement Certificate(s) of Insurance not later than three (3) business days after the renewal of the policy(ies). Failure of the Contractor to provide the COUNTY with such renewal certificate(s) shall be deemed a material breach by CONSULTANT and the COUNTY may terminate the Agreement for cause. Sections checked ( i11 ) are required by this Agreement. 10. 0 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. =1-1-: ❑ tat where applicable to the completion of the work. Coverage shall have minimum limits of $ Per Claim/Occurrence. 12. I Marie-Coverage-f Jon the work. Coverage shall have minimum limits of$ Per Claim/Occurrence. 13. COMMERCIAL GENERAL LIABILITY. A. Commercial General Liability Insurance, written on an "occurrence" basis, shall be maintained by the CONSULTANT. Coverage will include, but not be limited to, Bodily Injury, Property Damage, Personal Injury, Contractual Liability for this Agreement, Independent Contractors, Broad Form Property Damage including Completed Operations and Products and Completed Operations Coverage. Products and Completed Operations coverage shall be maintained for a period of not less than five (5) years following the completion and acceptance by the COUNTY of the work under this Agreement. Limits of Liability shall not be less than the following: Coverage shall have minimum limits of $ 1,000,000 Per Occurrence, $2,000,000 aggregate. B. The General Aggregate Limit shall apply separately to this Project and the policy shall be endorsed using the following endorsement wording. "This endorsement modifies insurance provided under the following: Commercial General Liability Coverage Part. The General Aggregate Limit under LIMITS OF INSURANCE applies separately to each of your projects away from premises owned by or rented to you." Applicable deductibles or self-insured retentions shall be the sole responsibility of CONSULTANT. Deductibles or self-insured retentions carried by the CONSULTANT shall be subject to the approval of the Risk Management Director or his/her designee. Page 25 of 30 PSA_CCNA Single Project Agreement[2022_ver.l] 1 1 I 14. Collier County Board of County Commissioners shall be listed as the Certificate Holder and included as an "Additional Insured" on the Insurance Certificate for Commercial General Liability where required. The insurance shall be primary and non-contributory with respect to any other insurance maintained by, or available for the benefit of, the Additional Insured and the Contractor's policy shall be endorsed accordingly. Contractor shall ensure that all subcontractors comply with the same insurance requirements that the Contractor is required to meet. ❑ craft Liability--Coverage shall be carried by the CONSULTANT or the SUBCONSULTANT in limits of not lcsG than the Commercial Cencral Liability limit shown in ❑ Aircraft Liability. Coverage shall be carried by the CONSULTANT or the eempietien-ef-the Services under this Agreement. 17. ■ BUSINESS AUTOMOBILE LIABILITY INSURANCE. Coverage shall have minimum limits of$ 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. ❑ E. rev rage sh., h ye minimum limits of$ Per Occurrence. n CYBER INSURANCE. Coverage-ehatl--have-mini ra io +t- -$ Per Creeu Bence. 20. n UMBRELLA LIABILITY. A. Umbrella Liability may be maintained as part of the liability insurance of the CONSULTANT and, if so, such policy shall be excess of the Employers' Liability, Commercial General Liability, and Automobile Liability coverages required herein and shall include all coverages on a "following form" basis. B. The policy shall contain wording to the effect that, in the event of the exhaustion of any underlying limit due to the payment of claims, the Umbrella policy will "drop down" to apply as primary insurance. 21. 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 $2,000,000 each claim and aggregate. B. Any deductible applicable to any claim shall be the sole responsibility of the CONSULTANT. Deductible amounts are subject to the approval of the COUNTY. C. The CONSULTANT shall continue this coverage for this Project for a period of not less than five (5) years following completion and acceptance of the Project by the COUNTY. D. The policy retroactive date 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.I] iI. 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] 111 SCHEDULE E TRUTH IN NEGOTIATION CERTIFICATE In compliance with the Consultants' Competitive Negotiation Ad, Section 287.055, Florida Statutes, H NTB Corporation (c n-wa n/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 ' IrnmokaIee Road at Randall Boulevard Intersection Improvements "project' is accurate, complete and current as of the lime of contracting. BJC �.Ir�- TITLE: � �r . � �� r�S� , er\\- DATE: .>o Pape 21i I.1 iu 'S\ fr,:j!ul Ag r[mull 1 fl W 1.1 t 1 1 I SCHEDULE F KEY PERSONNEL Name Personnel Category Percentage of Time Eduardo Ponce Principal 50% Julian Gutierrez Principal 20% John Dewey Principal 5% John Burton Principal 5% Shawn Stover Principal 2% Subhasis Ghosh Principal 5% Govardhan Muthyalagari Principal 10% Nicolas Leon Senior Engineer 30% Hong Chiu Senior Engineer 10% David Crombie Senior Engineer 10% Sadie Dalton Senior Engineer 50% Przemyslaw Kuzlo Senior Engineer 50% Brad Laporte Senior Engineer 50% Benjamin Rodgers Senior Engineer 25% Jorge Uy Senior Engineer 5% Gjergji Vaso Senior Engineer 30% Sebastian Amorrortu Senior Engineer 25% Samuel Alfonso Engineer 50% Omprakash Biyani Engineer 5% Logan Coats Engineer _ 60% Brian Muller Engineer 50% Travis Sheppard Engineer 30% Lloyd Thompson Engineer 50% Parvathy Vinod Sheela Designer 5% Quinton McDaniel Senior Designer 2% Christine Diaz Senior Planner 5% Vaishali Apte Senior Planner 5% Nicholas Reid Planner 10% Susan Sidrane Secretary/Clerical 2% _ Chris Keller Landscape Architect 2% David "Max" Sheets Landscape Architect 5% Julia Holtzhausen Senior Environmental Specialist 50% Katherine Lawlor Environmental Specialist 30% Bo Fethe Scientist 10% Justin King GIS Specialist 10% Maria Putnam GIS Specialist 10% Jason Allen Senior Technician 5% Shannon Bush Senior Technician 60% Mark Steele Senior Technician 5% Tasha Acosta Senior Technician 40% Yangkang Li Technician 2% Page 29 of 30 PSA_CCNA Single Project Agreement[2022_ver.I] ,,.--) 1 1 a SCHEDULE G Other: (Description) ❑ following this page (pages through ) 0 this schedule is not applicable Page 30 of 30 PSA_CCNA Single Project Agreement[2022_ver.l] 111 A a CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 1/1/2023 12/21/2021 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 INSURERS), 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 Lockton Companies CONTACT 444 W.47th Street,Suite 900 PHONE FAX Kansas City MO 64112-1906 E-MAILo.Ext): (A/C,No): (816)960-9000 ADDRESS: kctsu@lockton.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Zurich American Insurance Company 16535 INSURED HNTB CORPORATION INSURER B:American Guarantee and Liab.Ins.Co. 26247 1489520 201 N.FRANKLIN STREET,SUITE 1200 INSURER C: TAMPA FL 33602 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 17592020 REVISION NUMBER: XXXXXXX 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 TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR INSD WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY Y N GLO 0769451 1/1/2022 1/1/2023 EACH OCCURRENCE $ 2,000,000 DAMAGE TO RENTED CLAIMS-MADE X OCCUR PREMISES Ea occurrence) $ 1,000,000 MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 4,000,000 POLICY X JECT X LOC PRODUCTS-COMP/OP AGG $ 4,000,000 OTHER: $ A AUTOMOBILE LIABILITY Y N BAP 0769452 1/1/2022 1/1/2023 COMBINED NGLE LIMIT $ (Ea accident)SI 2,000,000 x ANY AUTO BODILY INJURY(Per person) $ XXXXXXX OWNED SCHEDULED BODILY INJURY $ XXXXXXX AUTOS ONLY AUTOS (Per accident) HIRED NON-OWNED PROPERTY DAMAGE $ XXXXXXX AUTOS ONLY _ AUTOS ONLY (Per accident) $ XXXXXXX B X UMBRELLA LIAB X OCCUR Y N AUC 1424208 1/1/2022 1/1/2023 EACH OCCURRENCE $ 5,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $ 5,000,000 DED RETENTION$ $ XXXXXXX A WORKERS COMPENSATION NX SPER TATUTE EORH AND EMPLOYERS'LIABILITY Y/N WC 0769453 1/1/2022 1/1/2023 ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? N N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RE:FOR PROPOSAL PURPOSES.HNTB JOB#77330;IMMOKALEE ROAD AT RANDALL BOULEVARD INTERSECTION IMPROVEMENTS;SOLICITATION 21-7901.COLLIER COUNTY IS AN ADDITIONAL INSUREDS AS RESPECTS GENERAL LIABILITY,AUTO LIABILITY AND UMBRELLA/EXCESS LIABILITY,THESE COVERAGES ARE PRIMARY AND NON-CONTRIBUTORY IF REQUIRED BY WRITTEN CONTRACT. CERTIFICATE HOLDER CANCELLATION See Attachments 17592020 COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3295 TAMIAMI TRAIL EAST THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN NAPLES FL 34112 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATI ©1988L 015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Attachment Code: D588365 Certificate ID: 17592020 Blanket Notification to Others of Cancellation or Non-Renewal 0 Policy No. Endorsement Eff. Date of Pol. Exp. Date of Pol. GLO 0769451 1/1/2022 1/1/2023 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part A. If we cancel or non-renew this Coverage Part by written notice to the first Named Insured, we will mail or deliver notification that such Coverage Part has been cancelled or non-renewed to each person or organization shown in a list provided to us by the first Named Insured if you are required by written contact or written agreement to provide such notification. However, such notification will not be mailed or delivered if a conditional notice of renewal has been sent to the first Named Insured. Such list: 1. Must be provided to us prior to cancellation or non-renewal; 2. Must contain the names and addresses of only the persons or organizations requiring notification that such Coverage Part has been cancelled or non-renewed; and 3. Must be in an electronic format that is acceptable to us. B. Our notification) as described in Paragraph A. of this endorsement will be based on the most recent list in our records as of the date the notice of cancellation or non-renewal is mailed or delivered to the first Named Insured. We will mail or deliver such notification to each person or organization shown in the list: 1. Within seven days of the effective date of the notice of cancellation, if we cancel for non-payment of premium; or 2. At least 30 days prior to the effective date of: a. Cancellation, if cancelled for any reason other than nonpayment of premium; or b. Non-renewal, but not including conditional notice of renewal. C. Our mailing or delivery of notification described in Paragraphs A. and B. of this endorsement is intended as a courtesy only. Our failure to provide such mailing or delivery will not: 1. Extend the Coverage Part cancellation or non-renewal date; 2. Negate the cancellation or non-renewal; or 3. Provide any additional insurance that would not have been provided in the absence of this endorsement. D. We are not responsible for the accuracy, integrity, timeliness and validity of information contained in the list provided to us as described in Paragraphs A. and B. of this endorsement. All other terms and conditions of this policy remain unchanged. U-GL-1521-A CW(10/12) Page 1 of 1 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. ill Attachment Code: D588367 Certificate ID: 17592020 Blanket Notification to Others of Cancellation or Non-Renewal Endorsement Eff. Date of Pol. Exp. Date of Pol. Policy No. 1/1/2022 1/1/2023 BAP 0769452 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Commercial Automobile Coverage Part A. If we cancel or non-renew this Coverage Part by written notice to the first Named Insured, we will mail or deliver notification that such Coverage Part has been cancelled or non-renewed to each person or organization shown in a list provided to us by the first Named Insured if you are required by written contact or written agreement to provide such notification. However, such notification will not be mailed or delivered if a conditional notice of renewal has been sent to the first Named Insured. Such list: 1. Must be provided to us prior to cancellation or non-renewal; 2. Must contain the names and addresses of only the persons or organizations requiring notification that such Coverage Part has been cancelled or non-renewed; and 3. Must be in an electronic format that is acceptable to us. B. Our notification as described in Paragraph A. of this endorsement will be based on the most recent list in our records as of the date the notice of cancellation or non-renewal is mailed or delivered to the first Named Insured. We will mail or deliver such notification to each person or organization shown in the list: 1. Within seven days of the effective date of the notice of cancellation, if we cancel for non-payment of premium; or 2. At least 30 days prior to the effective date of: a. Cancellation, if cancelled for any reason other than nonpayment of premium; or b. Non-renewal, but not including conditional notice of renewal. C. Our mailing or delivery of notification described in Paragraphs A. and B. of this endorsement is intended as a courtesy only. Our failure to provide such mailing or delivery will not: 1. Extend the Coverage Part cancellation or non-renewal date; 2. Negate the cancellation or non-renewal; or 3. Provide any additional insurance that would not have been provided in the absence of this endorsement. D.We are not responsible for the accuracy, integrity, timeliness and validity of information contained in the list provided to us as described in Paragraphs A. and B. of this endorsement. All other terms and conditions of this policy remain unchanged. U-CA-832-A CW(01/13) Page 1 of 1 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Attachment Code: D588370 Certificate ID: 17592020 WC 0769453 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 99 06 43 BLANKET NOTIFICATION TO OTHERS OF CANCELLATION OR NONRENEWAL ENDORSEMENT This endorsement adds the following to Part Six of the policy. PART SIX CONDITIONS Blanket Notification to Others of Cancellation or Nonrenewal 1. If we cancel or non-renew this policy by written notice to you, we will mail or deliver notification that such policy has been cancelled or non-renewed to each person or organization shown in a list provided to us by you if you are required by written contract or written agreement to provide such notification. However, such notification will not be mailed or delivered if a conditional notice of renewal has been sent to you. Such list: a. Must be provided to us prior to cancellation or non-renewal; b. Must contain the names and addresses of only the persons or organizations requiring notification that such policy has been cancelled or non-renewed; and c. Must be in an electronic format that is acceptable to us. 2. Our notification as described in Paragraph 1. above will be based on the most recent list in our records as of the date the notice of cancellation or non-renewal is mailed or delivered to you. We will mail or deliver such notification to each person or organization shown in the list: a. Within seven days of the effective date of the notice of cancellation, if we cancel for non-payment of premium; or b. At least 30 days prior to the effective date of: (1) Cancellation, if cancelled for any reason other than nonpayment of premium; or (2) Non-renewal, but not including conditional notice of renewal. 3. Our mailing or delivery of notification described in Paragraphs 1. and 2. above is intended as a courtesy only. Our failure to provide such mailing or delivery will not: a. Extend the policy cancellation or non-renewal date; b. Negate the cancellation or non-renewal; or c. Provide any additional insurance that would not have been provided in the absence of this endorsement. 4. We are not responsible for the accuracy, integrity, timeliness and validity of information contained in the list provided to us as described in Paragraphs 1. and 2. above. All other terms and conditions of this policy remain unchanged. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement effective date: 1/1/2022 Policy#WC 0769453 Effective date: 1/1/2022 Expiration date: 1/1/2023 WC 99 06 43 (Ed.01-13) Page 1 of 1 ill AccoREP CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 5/1/2023 4/28/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Lockton Companies NCONT AMEACT 444 W.47th Street,Suite 900 PHONE FAX Kansas City MO 64112-1906 (A/C. Ext): (NC,No): (816)960-9000 ADDRESS: kctsu@lockton.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Lexington Insurance Company 19437 INSURED HNTB CORPORATION INSURER B: 1445095 201 N.FRANKLIN STREET,SUITE 1200 INSURER C: TAMPA FL 33602 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 17592026 REVISION NUMBER: XXXXXXX 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 INSD WVD POLICY NUMBERPOLICY EFF POLICY EXP (MM/DD/YYYY) (MM/DD/YYYY) LIMITS COMMERCIAL GENERAL LIABILITY NOT APPLICABLE EACH OCCURRENCE $ XXXXXXX DAMAGE TO RENTED CLAIMS-MADE OCCUR PREMISES Ea occurrence) $ XXXXXXX MED EXP(Any one person) $ XXXX PERSONAL&ADV INJURY $ XXXXXXX GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ XXXXXXX POLICY X JECOT X LOC PRODUCTS-COMP/OP AGG $ XXXXXXX OTHER: $ AUTOMOBILE LIABILITY NOT APPLICABLE COMBINED SINGLE LIMIT (Ea accident) $ XXXXXXX ANY AUTO BODILY INJURY(Per person) $- XXXXXXX OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ XXXXXXX HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY (Per accident) $ XXXXXXX $ XXXXXXX UMBRELLA LIAB OCCUR NOT APPLICABLE EACH OCCURRENCE $ XXXXXXX EXCESS LIAB CLAIMS-MADE AGGREGATE $ XXXXXXX DED RETENTION$ $ XXXXXJ WORKERS COMPENSATION NOT APPLICABLE PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ XXXXXXX OFFICER/MEMBER EXCLUDED? N/A(Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ XXXXXXX If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ XXXXXXX A PROFESSIONAL N N 061853762 5/1/2022 5/1/2023 $2,000,000 PER CLAIM/ANNUAL LIABILITY AGGREGATE DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RE:FOR PROPOSAL PURPOSES.HNTB JOB#77330;IMMOKALEE ROAD AT RANDALL BOULEVARD INTERSECTION IMPROVEMENTS;SOLICITATION 21-7901. CERTIFICATE HOLDER CANCELLATION See Attachment 17592026 COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3295 TAMIAMI TRAIL EAST THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN NAPLES FL 34112 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIV i /21 4+ILL©19885 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 11i Attachment Code:D553197 Certificate ID: 17592026 Forms a part of policy no.:061853762 Issued to:HNTB HOLDINGS LTD and as more fully detailed herein By: LEXINGTON INSURANCE COMPANY ENDORSEMENT#14 ADVICE OF CANCELLATION TO ENTITIES OTHER THAN THE NAMED INSURED ENDORSEMENT This endorsement modifies insurance provided by the policy: SCHEDULE Name of Certificate Holder(s)and Address: WHERE PURSUANT TO A CONTRACT OR WRITTEN AGREEMENT THE INSURED HAS AGREED BY NATURE OF SUCH CONTRACT OR 'WRITTEN AGREEMENT WHERE THE INSURED HAS PROVIDED THE INSURERS WITH THE NAMES AND ADDRESS OF SUCH CERTIFICATE HOLDERS A. If the Insurer cancels this policy,prior written notice of cancellation shall be given to the Certificate Holder(s)shown in the above Schedule(hereinafter,"Certificate Holder(s)")as follows: 1. a ten(10)day prior written notice of cancellation shall be given for nonpayment of premium; 2. a sixty(60)day prior written notice of cancellation shall be given for any reason other than cancellation for non-payment of premium, 3. a sixty(60)day prior written notice of shall be given for non-renewal of this policy. B. The Insurer shall provide sixty(60)days prior written notice of a Material Change during the policy period to the Certificate Holder(s). Other than the right to receive notice of cancellation or a notice of a material change as set forth herein, this endorsement confers no rights under this policy to the Certificate Holder(s) including, but not limited to, additional insured status or additional Named Insured status. The following definitions apply to this endorsement: 1. Insurer means Underwriters at Lexington Insurance Company 2. Material Change means the addition of an endorsement(s) to the policy after the policy inception date which: a. Reduces the Limits of Insurance/Liability;or b. Adds an Exclusion(s)to the policy.