Loading...
Agenda 07/12/2022 Item #11I (Award Contract #21-7901 for Professional Design and related Services for Immokalee Road at Randall Blvd Intersection Improvements to HNTB Corporation)07/12/2022 EXECUTIVE SUMMARY Recommendation to award Request for Professional Services (RPS) No. 21-7901, "Professional Design and Related Services for Immokalee Road at Randall Boulevard Intersection Improvements," to HNTB Corporation, in the amount of $1,331,420.23, and authorize the Chairman to sign the attached Agreement (Project Number 60147). (Companion item to IIJ) OBJECTIVE: To obtain professional engineering design and related services for the "Immokalee Road at Randall Boulevard Intersection Improvements Project" (the "Project"). CONSIDERATIONS: The Florida Department of Transportation has completed a Project Development and Environmental ("PD&E") Study that confirms the Project meets the current needs for operational and safety improvements. A two -phased approach to complete the Project is proposed. Phase 1 consists of the at -grade widening of Randall Boulevard from east of the intersection with Immokalee Road to 8' Street NE, going from two to four lanes (with a future six lane option available). The improvements will include constructing new sidewalks and on -street bike lanes and upgraded drainage. At the intersection of Randall Boulevard and Immokalee Road the Project will realign the existing three westbound left turn lanes and one right turn lane from Randall Boulevard continuing through an upgraded traffic signal onto Immokalee Road. The enhanced intersection modification will also have a continuous right turn lane traveling eastbound on Immokalee Road to eastbound on Randall Boulevard. A new traffic signal and intersection will be constructed at the Randall Boulevard and 8t' Street NE intersection. The Randall Boulevard access road is proposed to be reconstructed and realigned as part of Phase 1. Phase 2 of the Project consists of constructing a future westbound flyover bridge from Randall Boulevard to Immokalee Road. Phase 2 is planned to be completed as a separate project beginning beyond 2035. However, a Bridge Development Report and a determination of required right -of way needed for the Phase 2 portion will be completed in Phase 1. On May 4, 2021, the Procurement Services Division released notices of RPS No. 21- 7901, Immokalee Road at Randall Boulevard Intersection Improvements, and received five responsive and responsible proposals on June 14, 2021. On September 14, 2021 (Agenda Item 16.A.51), the Board authorized staff to negotiate an agreement with the top ranked firm, HTNB Corporation ("HTNB"). Negotiations with HNTB commenced on September 24, 2021. The phase 1 design will include obtaining permits for the ultimate footprint (phase 1 and 2). Approval of the permits will require the County to establish ownership of the needed right -of way. HNTB originally presented a proposal in the amount of $1,843,369.01, which staff negotiated down to $1,331.420.23 following a series of negotiation sessions coordinated by the County's Procurement Services Division. Staff recommends that the Board approve the attached Agreement with HNTB in the negotiated amount of $1,331,420.23, to provide the detailed scope of engineering services set forth therein for the Project. HNTB is a qualified design consultant that has designed numerous road and bridge projects in Florida over the past 60 years. They employ roughly 800 people in Florida and 4500 nationally. HNTB recently completed design services for Collier County's Eleven Bridge Replacements and Vanderbilt Drive Bridge Replacement projects and the Golden Gate Estates PD&E Study. HTNB's civil engineering subconsultant, Agnoli, Barber & Brundage, Inc., is a qualified local engineering firm with extensive experience working on Collier County projects. Packet Pg. 298 07/12/2022 The infrastructure sales tax was approved by the voters in 2018. Exhibit A in Ordinance 2018-21 lists all the applicable projects that can be funded from the sales tax. The improvements at Randall Intersection at Immokalee Road Project in eastern Collier County is specifically included in Exhibit A under the Transportation Projects category. On April 3, 2021 (Agenda Item 8.A.1), the infrastructure Sales Tax Committee validated this project in the amount of $7 million. FISCAL IMPACT: A budget amendment is included under Agenda 16.A.X to move $7,000,000 from Fund 318 Infrastructure Sales Tax reserves into this project. The funding source will be Surtax funds. Approval of this item will not have an impact on operational and maintenance costs; however, the completed project can be expected to have the following operational and maintenance impacts: minimal to no maintenance costs are expected to be incurred within the first 5 to 7 years of service for the new roadway features, which will be absorbed into the regular maintenance schedule thereafter; and the new stormwater features will require minimal maintenance that will be absorbed into the regular maintenance schedule resulting in minimal cost impact. LEGAL CONSIDERATIONS: This item is approved as to form and legality, and requires majority vote for Board approval.-SRT GROWTH MANAGEMENT IMPACT: The Project meets current Growth Management Plan standards to ensure the adequacy and availability of viable public facilities RECOMMENDATION: To award Request for Professional Services No. 21-7901, "Professional Design and Related Services for Immokalee Road at Randall Boulevard Intersection Improvements," to HNTB Corporation, in the amount of $1,331,420.23 and authorize the Chairman to sign the attached Agreement. (Project Number 60147) Prepared by: Dennis F. McCoy, PE, Senior Project Manager, Transportation Engineering Division ATTACHMENT(S) 1.21-7901_Agreement HNTB_VendorSigned_Reduced (PDF) 2.21-7901Insurance _HNTB_PL (PDF) 3.21-7901Insurance_HNTB (PDF) 4. BCC Meeting 7-12-22 Randall Blvd Intersection -Design (PPTX) Packet Pg. 299 11.1 07/12/2022 COLLIER COUNTY Board of County Commissioners Item Number: 11.I Doe ID: 22230 Item Summary: Recommendation to award Request for Professional Services (RPS) No. 21- 7901, "Professional Design and Related Services for Immokalee Road at Randall Boulevard Intersection Improvements," to HNTB Corporation, in the amount of $1,331,420.23, and authorize the Chairman to sign the attached Agreement (Project Number 60147). (Companion item to I IJ) (Jay Ahmad, Director, Transportation Management Services). Meeting Date: 07/12/2022 Prepared by: Title: Project Manager Transportation Engineering Name: Dennis McCoy 06/20/2022 3:25 PM Submitted by: Title: Division Director - Transportation Eng — Transportation Engineering Name: Jay Ahmad 06/20/2022 3:25 PM Approved By: Review: Transportation Engineering Marlene Messam Additional Reviewer Procurement Services Ana Reynoso Level 1 Purchasing Gatekeeper Procurement Services Sue Zimmerman Additional Reviewer Community & Human Services Lisa Oien Additional Reviewer Procurement Services Sandra Herrera Additional Reviewer Growth Management Department Jeanne Marcella Growth Management Department Growth Management Department Lisa Taylor Additional Reviewer Transportation Engineering Jay Ahmad Additional Reviewer Growth Management Operations Support Gene Shue Growth Management Department Gene Shue Additional Reviewer Growth Management Department Trinity Scott Transportation County Attorney's Office Scott Teach Level 2 Attorney Review Office of Management and Budget Debra Windsor Level 3 OMB Gatekeeper Review County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Office of Management and Budget Susan Usher Additional Reviewer Completed 06/20/2022 3:51 PM Completed 06/20/2022 4:03 PM Completed 06/20/2022 4:16 PM Completed 06/20/2022 4:32 PM Completed 06/20/2022 4:38 PM Completed 06/21/2022 7:37 AM Completed 06/21/2022 8:47 AM Completed 06/21/2022 9:03 AM Additional Reviewer Completed Completed 06/23/2022 12:55 PM Completed 06/23/2022 1:05 PM Completed 06/27/2022 8:51 AM Completed 06/27/2022 9:14 AM Completed 06/28/2022 3:22 PM Completed 07/01/2022 11:55 AM Packet Pg. 300 07/12/2022 County Manager's Office Board of County Commissioners Amy Patterson Level 4 County Manager Review Geoffrey Willig Meeting Pending Completed 07/06/2022 4:54 PM 07/12/2022 9:00 AM Packet Pg. 301 PROFESSIONAL SERVICES AGREEMENT Contract # 21-7901 for Immokalee Road at Randall Boulevard Intersection Improvements " THIS AGREEMENT is made and entered into this day of , 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 00 thereinafter referred to as the "Project"), said services in accordance with the provisions of Section 287.055, Florida Statutes being more fully described in Ix Schedule A, "Scope of Services", which is attached hereto and incorporated herein; 0 M WHEREAS, the CONSULTANT has submitted a proposal for provision of those services; and; N WHEREAS, the CONSULTANT represents that it has expertise in the type of professional 4) 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 IL suoh licenses as are required to do business in the State of Florida and in Collier County, Florida, N 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 E provided and performed by the CONSULTANT pursuant to this Agreement. a Page 1 or3o PSA_CCNA Single Projcc; Agrccnrcnl [2022_vclI i Packet Pg. 3 27 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 9 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 m 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 Ix acceptable to the COUNTY. o N N 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 �I 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 lM Building Code where applicable, which regulate or have jurisdiction over the Services to be provided o 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: m 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 Pr 3299 Tamiami Trail East, Suite 102 N Naples, FL 34112-5746 Telephone: (239) 252-8999 E Email: PublicRecordReg uest@colIiercountyfLgov The Contractor must specifically comply with the Florida Public Records Law to: a Page 2 of 30 PSA_CCNA Siirgle 11rojecl Agreenwil [2022 v,A. I j Packet Pg. 303 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, find 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 of30 PSA_CCNA Singla Projuct Ag eownt t2022 wr.I 1 m c 0 M N N c aD E a Packet Pg. 304 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 OVD, 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 2 in Article Two herein. The agreed upon scope, compensation and schedule for Additional Services y 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 m 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 o for Additional Services will be deemed: (i) a waiver of any claim by CONSULTANT for such Additional N 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 �I 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 P it otherwise may have had to seek an adjustment to its compensation or time of performance under o this Agreement. The following services, if not otherwise specified in Sch.edule_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 a the Project or its design including, but not limited to, changes in size, complexity, the COUNTY's a schedule or character of construction; and revising studies, reports, design documents or Contract o 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 N anticipated prior to the preparation of such studies, reports or documents, or are due to any other causes beyond CONSULTANT's control and fault. E 2.1.3 Providing renderings or models for the COUNTY's use. a Page 4 of30 P5A CCNA Single Project Agreemen[ [2022_vcr. I I Packet Pg. 305 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 m Basic Services in accordance with generally accepted professional practice. c ARTICLE THREE THE COUNTY'S RESPONSIBILITIES o M N N 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 �I 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: LM ,A 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 a CONSULTANT for payment for services and work provided and performed in accordance �I with this Agreement; b Provide all criteria and information requested by CONSULTANT as to the COUNTY 's N requirements for the Project, including design objectives and constraints, space, capacity and performance requirements, flexibility and expandability, and any budgetary limitations; a 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 a reports and any other data relative to the Project; PNge 5 of 30 P,SA_CCNA Singh Project Agreement (2022_ver. I I Packet Pg. 3 6 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 41. 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 2 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, c 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 m 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 o progress of CONSULTANT's services from any cause whatsoever, including those for which the N 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 3 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 �I 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 o 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 N deemed a waiver of any right or claim the COUNTY may have against CONSULTANT for delay or any other damages hereunder, E a I'age C of 30 PSA—CC'NASingle Project Agreemonl 12022 vcr.I] Packet Pg. 3 7 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 o 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 y 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 backup documentation > of costs; invoices would include number of hours worked and billing rate by position (and not company m (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 M only to tasks procured under the Time and Materials pricing methodology specified in paragraph 5.1 N above. ❑ Gr3n.t FundedL-T-he-houdy-r, t s-ate set-fopth-a-nd-ideFittfied-k-'�-Schedute-E4 whist-*-attaehed �- heY�are-f$r;Fa> 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 a to pay any additional compensation, CONSULTANT hereby grants to the COUNTY a nonexclusive, o irrevocable license in all of the Project Documents for the COUNTY'S use on this Project. Pr CONSULTANT warrants to the COUNTY that it has full right and authority to grant this license to the N 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 E 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. a PSA_CCNA Single Project Agreemenl I2022_vcr.I I Packet Pg. 308 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 °3 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, m 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 _ o M N N 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. a ARTICLE NINE INSURANCE 9A. 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 o policy, and the Workers Compensation policy, provided by CONSULTANT to meet thePr requirements of this Agreement shall name Collier County Board of County Commissioners, N 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 E contain a severability of interests' provisions. a fate 8 of 30 PSA_C'CNA Single Prgiect ApeenieN 12022_vcr.I ] Packet Pg. 3 9771 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 sofe 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 worts performed on behalf of Collier County, or reference this contract number. 9.3,5. Alt insurance policies shall be fully performable in Collier County, Florida, and shall be construed in accordance with the laws of the State of Florida. 9A. 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 m 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 N Florida. N N 9.52 The insurance company must have a current A. M. Best financial rating of "Class VI" or 0 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 Pr not be removed or replaced without the COUNTY's prior written consent. N c 10.3. CONSULTANT is liable for all the acts or omissions of its subconsultants or subcontractors. E 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 a be bound to the CONSULTANT by the terms of this Agreement, and to assI-ime toward the Page 9 of30 PSA_CCNA Single Project Agrcemcn 112022_ vc:r. i ] Packet Pg. 310 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 c except for insurance company subrogation claims, by it against the COUNTY arising otlt of this Agreement or otherwise related to the Project, and except those previously made in writing in m 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 r_ COUNTY shall be deemed to be a waiver of any of the COUNTY's rights against CONSULTANT. 0 ARTICLE TWELVE N 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 tern-iinate 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 E determined for any reason that CONSULTANT was not in default, or that its default was excusable, a or that the COUNTY otherwise was not entitled to the remedy against CONSULTANT provided for in a paragraph 12.1, then the notice of termination given pursuant to paragraph 12.1 shall be deerned to 0 be the notice of termination provided for in paragraph 12.3, below, and CONSULTANT's remedies against the COUNTY ,hall be the same as and be limited to those afforded CONSULTANT under N paragraph 12.3, below. aD 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 a 11age 10 of 30 11SA_CCNA Single PrgiLL cl Agrcumml 12022 vnr.l I Packet Pg. 311 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 an 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 small 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 m 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 M performance under the Agreement. If the Services are so stopped for a period of one hundred and N twenty (120) consecutive days through no act or fault of the CONSULTANT of 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 LM date, but in no event, shall CONSULTANT be entitled to payment for Services not performed or any n 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 E 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 a Page 11 or30 1',SA CCNA Single Project Agr"nicnl [2022_ver.I I Packet Pg. 312 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 hound by it. ARTICLE SIXTEEN m NOTICES AND ADDRESS OF RECORD � c 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 M Service Department, first class mail service, postage prepaid, addressed to the following the N COUNTY's address of record; N 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 AgentlPM: Dennis McCoy, Senior Project Manager Telephone: 239 252-5726 E-Mail(s): Dennis.McCo colliercount fl. ov 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 c (1) Address: 201 North Franklin Street Suite 1200 Tampa, Florida 33602 a Pa gc 12 oi' 30 PSA_CCNA Single Project Agreement 12022 Vcr. I Packet Pg. 313 Attention Name &"Title: Leonard C. Becker, Senior Vice President Telephone: _(81.3) 402-41_50- E-Mail(s): LeBeckerRI-INTB.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 stealing. 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 shalt not be deemed to 00 be a waiver of any other breach and shall not be construed to be a modification of the tern -is of this c Agreement. co 17.5, The headings of the Articles, Schedules, Parts and Attachments as contained in this N Agreement are for the purpose of convenience only and shall not be deemed to expand, limit or N 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 N Schedule E CCNA Proiects: TRUTH IN NEGOTIATION CERTIFICATE Schedule F KEY PERSONNEL E Schedule G Other: _N/A Solicitation # 21-7901 , including all Attachment(s), Exhibits) & Addendum a Consultant's Proposal Page 13 of 30 PSA_C.'CNA SIfS& PrDjcct Agreament i2022_ver.I I Packet Pg. 314 17.19. Grant Funded Projects (only, applicable to Grant funded proiects): In the event of any conflict between or among the terms of any of the Contract Documents and/or the COUNTY's Board approved Executive Summary, the terms of the Agreement shall take precedence over the terms of all other Contract Documents, except the terms of any Supplemental Grant Conditions shall take precedence over the Agreement. To the extent any conflict in the terms of the Contract Documents cannot be resolved by application of the Supplemental Conditions, if any, or the Agreement, the conflict shall be resolved by imposing the more strict or costly obligation under the Contract Documents upon the CONSULTANT at the COUNTY's discretion. ARTICLE EIGHTEEN APPLICABLE LAW 18.1, This Agreement shall be governed by the laws, rules, and regulations of the State of Florida, and by such laws, rules and regulations of the United States as made applicable to services funded by the United States government. Any suit or action brought by either party to this Agreement against the other party relating to or arising out of this Agreement must be brought in the appropriate federal or state courts in Collier County, Florida, which courts have sole and exclusive jurisdiction on all such matters. ARTICLE NINETEEN m SECURING AGREEMENT/PUBLIC ENTITY CRIMES c 19.1. CONSULTANT warrants that CONSULTANT has not employed or retained any company or 0� person, other than a bona fide employee working solely for CONSULTANT, to solicit or secure this M Agreement and that CONSULTANT has not paid or agreed to pay any person, company, corporation, N 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 tirne 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 E bid, proposal, or reply on a contract with a public entity for the construction or ;v repair of a public building or public work; may not submit bids, proposals, or a replies on leases of real property to a public Entity, may not be awarded or o perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity; and may not transact business with any public N 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 a convicted vendor list." a ['age 14 or30 PSA_CCNA 5inalc Project Agreemoit 12022_vcr I I Packet Pg. 315 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 9 County, Florida. which courts have sole and exclusive jurisdiction on all such matters. m ARTICLE TWENTY-ONE IMMIGRATION LAW COMPLIANCE c 21.1. By executing and entering into this agreement, the CONSULTANT is formally acknowledging M without exception or stipulation that it is fully responsible for complying with the provisions of the N Immigration Reform and Control Act of 1986 as located at 8 U.S,C. 1324, et se g and regl_llations 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 shay 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 l5 of 30 P5A—CCNA Single Project Agreemenl 12022_ver I Packet Pg. 316 IN WITNESS WHEREOF, the parties hereto have executed this Professional Services Agreement the day and year first written above. ATTEST: Crystal K. Kinzel, Clerk of the Circuit Court and Comptroller Date: Approved as to Form and Legality: County Attorney Name Consultant's Witnesses- , I-- --�- �b,&. Name and Title Name and Title BOARD OF COUNTY COMMISSIONERS FOR COLLIER COUNTY, FLORIDA By: 0 William L. McDaniel, Jr. a Chairman c 0 a� to L a� c m c 0 Consultant: N N HNTB Corporation a� B i Y6; � Name and Title a Page 16 of 30 PSA_CCNA Single Project Agreement [20 _per. Packet Pg. 317 SCHEDULE A SCOPE OF SERVICES 1 86 following this page (pages through } m c 0 M N N N Y Q Page 17 of 30 CAO I'SA_CCNA Single Project Agreanlem f2022 vcr Packet Pg. 318 SCHEDULE A C;09er County SCOPE OF SERVICES 1167:1 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: NIA Context Classification: C-3R (Suburban Residential) m 0 M N N N. CD E s V m Q Packet Pg. 319 PURPOSE.... ........................................................................................................... ___ ......... 4 2 PROJECT DEESCRIPTION......................................................................................................6 L 3 PROJECT COMMON AND PROJECT GENERAL TASKS...........................................232-4 c U 4 ROADWAY ANALYSIS..................................................................................................303I _ 5 ROADWAY PLANS .......... ................................................. :............................................. 34 d o 6 DRAINAGE ANALYSIS...........................................,....,.,....,,.,.,.......,.............................3.537 o 7 UTILITIES................................................................... ..394<I- a o' L 8 ENVIRONMENTAL PERMITS and ENVIRONMENTAL CLEARANCES— ...............4244 CL 9 STRUCTURES - SUMMARY AND MISCELLANEOUS TASKS AND o DRAWINGS................. ...................... ................... .............. ... ......... .......,................... ...., .7052 as 10 STRUCTURES - BRIDGE TECHNICAL MEMO ..51 d _ 11 STRUCTURES - TEMPORARY BRIDGE — NIA............................................................545-5 12 STRUCTURES - SHORT SPAN CONCRETE ARIDGF.—NIA................... I..................545 m 13 STRUCTURES - MEDIUM SPAN CONCRETE BRIDGE — NIA..................................54__S� = 14 STRUCTURES - STRUCTURAL STEEL BRIDGE — NIA.............................................5435 15 STRUCTURES - SEGMENTAL CONCRETE BRIDGE - NIA 0 N ......................................5453 N 16 STRUCTURES - MOVABLE SPAN — NIA ............. ........ ............. ............... ................ .... 545-5 — 17 STRUCTURES - RETAINING WALLS...........................................................................54 'a 0 18 STRUCTURES — MISCELLANEOUS — w 19 SIGNING AND PAVEMENT MARKING ANALYSIS ....5759 20 SIGNING AND PAVEMENT MARKING PLANS ......I..- .............................................SSA y L 21 SIGNALIZATION ANALYSIS........................................................................................5960 0 22 SIGNALIZATION PLANS..... ........... ................................. ............................... . ........... 6062 CD >1 23 LIGHTING ANALYSIS 00 — z 24 LIGHTING PLANS..................................................................................,.........,........,......63E =i 25 LANDSCAPE ANALYSIS., ......................... .......... ........ .................. .................. .............. 6466 E 26 LANDSCAPE PLANS......................................................................................................6467 a� 27 SURVEY ............ ...................,............................ .,,.,,...,..,........ ,.......................................... 65 28 PHOTOGRAMMETRY- NIA, .............................................. .........................................69 0 T 29 MAPPING.......................................69;q cm 30 TERRESTRIAL MOBILE LiDAR -N/A .........................................................................71 — 31 ARCHITECTURE DEVELOPMENT -Not Applicable ........................ .......... .............. 7174� s 32 NOISE BARRIERS IMPACT DESIGN ASSESSMENT IN THE DESIGN PHASE a A-Z Packet Pg. 320 — (NOT -APPLICABLE - See PD&E Study).....................................................................7174 33 INTELLIGENT TRANSPORTATION SYSTEMS ANALYSIS .....................................71-75 34 INTELLIGENT TRANSPORTATION SYSTEMS PLANS7592 35 GEOTECHNICAL.................................. ........................................................................... 77Sb 36 3D MODELING-NlA......................................................................................................8594 37 PROJECT REQUIREMENTS...........................................................................................8594 A-3 m 0 M N N N. r Q Packet Pg. 321 i PURPOSE The purpose of this exhibit is to describe the scope of work and the responsibilities of the CONSULTAN'r 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 + 2.0 Project Development and Environmental (PD&E) Studies * 3.2 Major Highway Design L � • 4.2 Major Bridge Design Minor work groups include: 00 ■ 4.1 Miscellaneous Structures and Minor Fridge Design + 6.3.1 ITS Analysis & Design • 7.1 Signing, Pavement Marking & Channelization • 7.2 Lighting `p N * 7.3 Signalization + 8.1 Control Surveying (D • 8.2 Design, Right [S(`VSJay C01lSt1-LLCtinn Surveying + 8.3 Photogram metric Mapping (D • 8.4 Right of Way Mapping • 9.1 Soil Exploration = 9.2 Geotechnical Classification Lab Testing a' Co * 9.3 1 lighway Materials Testing c • 9.4 Foundation Studies c • 9.5 Geotechnical Specialty Lab Testing • 15.0 Landscape Architect. m The consultant submitting as the prinle consultant at a minimum rrlust be pre -qualified through the Florida Department of Transportation (FDOT) in the following work groups: • Gra411) 2 — PD&E Studies • droop 3 - Highway Design — Roadway: 3.2 Major Highway Design • Group 4 — Highway Design — Bridges: 4.2 Major Bridge Design Also, at a m inimum, the consultant or its subcomL ltant(s) must be pre -qualified through the Florida ; DepartmenL of Transportation (FDOT) in the following work groups: E • Group 4 — Highway Design — Bridges: 4.1 Miscellaneous Structures and Minor Bridge Design Q • Group 7 — Traffic Operations Design A-4 Packet Pg. 322 • Group S — Surveying and Mapping ■ Group 9 — Soil Exploration, Material Testing, and Foundations + Group 15 — Landscape Architect. Known alternative construction contracting methods include: NIA. _ al The general objcctive is for the CONSULTANT to prepare a set of contract documents including o plans, specifications, supporting engineering analysis, calculations and other technical doCLlmcllt8 4- in accordance with FDOT and COUNTY policy, procedures alld requirements. 'These Contract documents will be used by the contractor to build the project and test the project components. These 0 c Contract documetts will be used by the COUNTY or its Construction Engineering Inspection (CEI) Q. representatives for inspection and final acceptance of the project, The CONSULTANT shall follow a systein engiriet'.l'Ing process to elisl_[M that all required project components are included in the C development of the Contract documents and the project can be built as designed and to specifications. L m The Scope of Services establishes which items of work in the FDOT Manual of Uniform Mininium Standards for Design, Construction and Manitcnanee (Florida Greenbook), COUNTY Code and ether pei'tirlent inarivals are specifically prescri0ed to aCco111plish the work included in this m solicitation and indicate which Items of 1Nork will be the responsibility of the CONSULTAN'C anchor the COUNTY. Tile CONSULTANT sliall 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 refinemetits into the design and consider such refinements to be an c anticipated and integral part of the work. This shall not be a basis fog' Sily 5LIppie111ental tee N reciLie5t4s). The CONSULTANT' shall demonstrate good projecl management practices while N working on this project. 'These include communication with the COUNTY and others as necessary, 'a management of time and resources, and docLlmentation. The CONSULTANT shall set up and CD 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 i c expected to provide services in accordance with current regulations, codes and ordinances and al recognized standards applicable to such professional services. The CONSULTANT shall provide c gUaliFied 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 m assignments authorized by the COUNTY. z Ti}e COLJNTY will provide contract administration, management services, and technical reviews x of all work associated with the development and preparation of contract documents, including E Construction documents, The COUNTY's technical reviews are fog' high-level conformilnce and y are not meant to be comprehensive reviews. The CONSi.JL.TANT shall be fully responsible for all work performed and work products developed under this Scope of Services. The COUNTY play Qi providejob-specific inforniation and/or functions as outlined in this solicitation if favorable. c It Is imperative that all signal, roadway lighting, and signing and pavement marking design be w reviewed and approved by Collier County Traffic Operations at each phase of the project. The 04 designer shall adhere to the current Collier County Traffic Operations speCifrcaiians to minimize a redesign. E Q A-7 Packet Pg. 323 2 PROJECT DESCRIPT] ON The CONSULTANT shall investigate the status of the project and become familiar with concepts and cornnnitnnents (typical sections, al igninents, etc.) developed fronn prior studies and/or activities. A Project Development and Environment (PD&E) study hat been completed by MOT 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 MOT website(http://swflrnads,coni/iiinrnokalce/randall/pde/). This project encompasses approximately a 3/4-mile section of Randall BOLIIevat-d (fronn 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 Cot, this inntersection calls For a grade separated overpass (CSO, 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. lender this at-gradc phase (Phase 1), the GSO (Phase 2) will need to be evaluated so the at -grade intersection improvement is compatible with the future GSO. Tine at -grade design shall accommodate the footprint of an ultimate GSO. In addition, a future project proposers ►vidcning Randall Boulevard From two to six lanes from west of 8th Street NE east to Desoto Boulevard N. Phase l (Interim Improvennent) Phase I improvements will consist of reconstructing the existing two-lane undivided typical section to a four -tape 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 oFa 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 l improvements. The interim intersection improvements for inlmokalee Road (CR 846) fit Randall Boulevard will require signal upgrades due to the proposed lane confrguralions. A signal warrant study leas 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 arrn configuration to accommodate the improvements described herein. 'The proposed continuous flow right turn ]one from eastbound Inlniolcalee Road (CR 846) to eastbound Randall Boulevard is proposed to be one, I 1-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 I'urtlner east. The proposed access roast will remain a two-way, two-lane undivided typical section, but will include curb and gutter for drainagc and a 6-fool sidewalk along the south side. A 8- to 10-foot shared Lise path oil the soLlth side will he eValLiated in lieu ofa 6- loot 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 lmmokalee Road as pail of Phase I project implementation, The ROW acquisition is intendcd to suppoit design elements that are planned for Phase 2. Subsequently the Please 1 design includes A-fi d E M V M Q Packet Pg. 324 30% design development for Phase 2 items Such as filture 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 acquisitian, The CONSULTANT's design documents (plans) should clearly indicate future design previsions. 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. 2,3 Project General and Roadway (Activities 3, 4, and 5) Public ltivnlvelnent. See Public Involvement Scope, Section 3.1 Other Agency Presentations/Meetings: See Public Involvement Sca13e, Section 3.1 a Joint Participation Agreements: NiA. c 'Specification Package Preparation: See Specifications Package Preparation, Section 3.3 N L 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. to 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 Mir h-TIUM Standards for Design, Construction and Maintenance (commonly known N its the Florida Greenbook). Additional criteria from (lie Construction Standards Handbook N for Work Within the Public. Right-of-way Collier County, Florida, and the Collief County � Urban Land Development Cade (CCULDC) should also be utilized, Tile MOT Design Manual (FDM) criteria as well as tile National Association of City Transportation Officials � (NAC'I'O) 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 �I Writing. CD az' Typical Section: The CONSULTANT shall develop and submit 'Typical Sections as part of y the roadway plans. The at -grade intersection improverneut dasigii will be based on the c preferred interim at -grade improvements shown in the: PD&E Study referred as Preferred CD > Build Alternative— Phase 1 Triple Lefts, mI Pavement Design: The CONSULTANT shall provide all asphalt pavement designs required I - = For Phase 1 of the project.CD �I Pavement Type Selection Report(s): N/A, c E Cross Slope: As needed. The CONSULTANT snail evaluate any necessary modifications to a) m 0 cross slopes of existing pavement to be retained as part of this project, aI Access Management Classification: The adopted access management classifications shall be titillzed; Immokalee Road — Class 5, Randall Blvd — Class 7 as dermed per Collier County N 2013 Resolution 13-257 Table 1. Transit Route Features: There are two Collier Area Transit (CAT) Routes that serve the E project area; CAT Route 19: Golden Crate Estates to Immokalee and CAT Route 28 Golden Gate Estates / Everglades Blvd to Immokalee. In addition, there are transit stops along the Q project limits. The CONSULTANT shall coordinate with Collief• County Public Transit and A-7 Packet Pg. 325 2.2 2.3 Neighborhood Enhancements prior to impacting any of the transit locations; as well as for potential bus stop enhancements anti/or oew stop relocations are possible. Major lntersectiotns/lnterclnanges: Randall Boulevard and .linmolcalee 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 11 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 (wheti/if required). A temporary signal may be needed at the Intnickalee 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 wil electrical conduit locations per direction addition, any special landscape Median County Landscape ❑epartmeriL Drainage (Activities 6a and 6b) i incorporate proposed irrigation sleeving and froln Collier County Landscape Department, In Fill will be specified per direction from Collier System Type: The storrinwater system will be designed to meet the permitting requirements of all permitting agencies. The Stormwater system design will consider best management practices. For this Iwoject, 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. Utilities Coordination (Activity 7) The CONSULTANT is responsible to certify that all necessary arrangements for utility wank 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 MOT and COUNTY standards, policies, procedures, practices, and design criteria are followed conccrnttig utility e001•dinati0n, Provide prequaiificd/competent personnel necessary to efficiently and effectively carry out Its responsibilities under this solicitation, The COUNT'Y's Project Administrator/Manager shall be responsible for verifying and maintaining copies of all required licenses, certifications, and qualifications requested from the CONSULTANT" throtiglnalrt the term of the contract. A-8 m 0 M N N N. d s V M Q Packet Pg. 326 The CONSUUMNI' may employ more than one individual ol• 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. 'rile 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 ycars of experience performing utility coordination in accordance with — l'DOT, Federal Highway Administration (1'HWA), and American Association of State Highway and Transportation Officials (AASHTO) standards, policies, and procedures. o A thorough knowledge of the 1~DOT plans production process and District utility Q. CL coordination process. c A thorough knowledge of MOT agreements, standards, policies, and procedures. N L The Utility Coordrnatsoll MaMkgCr Shall be responsible for managing all Utility coordination, including the following: Assuring that Utility Coordination and accommodation is in accordance to the COUNTY, m FDOT, FHWA, and AASI•iTO standards, policies, procedures, and design criteria. Assisting the Engineer of Record (BOR) in identifying all existing utilities and caol-dirtating any new installations. Assisting the FOR with resolving utility COIIMCIS� Scheduling and performing tltility coordination meetings, keeping and distribution of 0 N lttinuteslactiol7 items of all utility meetings, and ensuring expedient fnllOw-up ❑n all unresolved issues, d Distributing all plans, conflict matrixes and changes to affected utility owners and making sure this information is properly coordinated and documented. (DI Identifying and coordinating the completion of any COUNTY or utility owner agreement c that is required f'or reimbursement, or accomillodation Of the utility facilities associated with a) the proicCt co - O Review and certify to the COUNTY Project Manager that all Utility Work Schedules are CD correct and in accordance with the COUNTY's standards, policies, and procedures. > I Prepare, review and process all utility related reimbursable paperwork inclusive of m z betterment and salvage deteniiination- 21 The CONSULTAN'rs utility coordination work shall be performed. and directed by the C E Utility Coordination Manager that was identified and approved by COUNTY's Project m Manager. Any proposed change of the approved Utility Coordination Manager shall be `al subject to review and approval by COUNTY's Project Manager prior to any change being ar made in this contract. ti Anticipated utilities include: N ■ Florida Power and Light CD * Lee County Electric Cooperative E • Hotwil'e Communications • Resource Conservation Systems Q • Qwest CDITIMLill iCation5 A,-9 Packet Pg. 327 2.4 2.5 • CC]n1c�St • CenttuyLin k/Lurnell + Summit Broadband, Inc. + TECO Peoples Gas • Crown Castle fiber • Collier County IT • Collier County Utilities ■ Collier County Traffic Operations • Collier County ITS f ATMS • Collier County Schools Environmental .Permits and Environmental Clearances (Activity 8) c The CONSULTANT shall coordinate with all appropriate regulatory agencies to obtain all a necessary permits, which may include bul not limited to: Environmental Resource Permit - SUr1111 Florida Water Management District _ (SFWMD) � > • Section 404 Permit - United States Army Corp of Engineers (USACE) Florida m Department of Environmental Protection (f DEP) _ !Y The CONSULTANT is responsible forthe identifying and applying for all necessary permits c for the project. N The CONSULTANT is responsible for all permit coordination and revisions necessary to N obtain the required permits. The CONSULTANT sliall obtain COUNTY review of the plans and application before 7 m submitting to the permitting agencies and assist the COUNTY in developing the permitting strategy for tine project. m All application and processing fees associated with permitting activities shall be }paid for by y the COUNTY directly to each applicable agency. 0 The COUNTY will direct use oFmitigation banks as required. CD > i Structures (Activities 9 —18) Z Type of Bridge Structure Work: Bridge Technical Metno (BTM). A BTM for the future =i 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. E d Retaining Walls; Retaining walls are not anticipated as part of the Phase l improvements (see Activity 17 for available Optional Services if needed). Retaining walls for Phase 2 will Qi be evaluated as part of Activity I I Structures - Bridge Technical Memo. Noise Barrier Walls: Noise barrier walls are not anticipated per the results of the Noise Study ti N Report included with the PD&E study. See Activities 18.20 to 18.26 for Optional Services pending the PME re-evaluation. Miscellaneous: Mast arm signaliMtinn structures. Special lighting foundations will be designed as an Optional Service. Q A-10 Packet Pg. 328 2.6 2.7 Signing and Pavement Markings (Activities 19 & 20) The CONSULTANT shall provide all design services and deliver cnnsiruction documents for all signing and paveinent markings required for the project, The CONSULTANT shall coordinate with COUN`I'Y'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. Signalization (Activities 21 & 22) ° This Scopo of Services includes the design of signals within the footprint of at -grade o intersections of Randall B4tilevnrd at lmmokalee Road (CR846) and Randnil Boulevard at CL Q' $th Street NE. _ O intersections: m rn Existing Signalized Intersections: C, c • Randall Blvd, and lmmokalee Road (CR846), Randall Blvd, and 8t11 St NE, m M A signal warrant study at the intersection of Randall 131vd and 8th St NE has been completed. _ "The CONSULTANT shall prepare plans to replace the newly installed span wire assembly with mast arms. O M Traffic Data Collection: The CONSULTANT shall coordinate with the COL)N"TY's N Transportation Planning and Traffic Operations sections to see if required traffic data is available for Randall Blvd. and lmmokalee Road. Wilson and lmmokalee and locations east d of Randal I Blvd and Immokalee Road intersections up to 811' Street NE. 0 Traffic Studies: The CONSULTANT shall utilize the PME traffic study at the intersection of Randall Blvd. and lmmokalee Road to provide the intersection configuration needed far proper operations for the projected traffic voluines. 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 Iinmokalee Road • Randall 13lvd, and 8"' Street NF * Irnmokalce Road and Wilson Boulevard The CONSULTANT will provide the following traffic data: • Current corridor traffic counts • 72-hour traffic inachine counts at the following locations: CD I. Randall Blvd. and lmmokalee Road E 2. Randall Blvd. and 8th StrectNE 3, linniokalec Road and Wilson Boulevard Q A-11 Packet Pg. 329 + 8-hour manual vehicle turning movement counts for peak hours at the Following locations:. 1. Randall Blvd, and Immokalee Road ea c 2. Randall Blvd. and Sth Street NE 0 v a� 3. Immokalee Road and Wilson Boulevard (D 0 Traffic Monitoring Sites: The CONSULTANT shall prepare plans for installation of a non- — intrusive traffic monitoring site. 2.8 Lighting (Activities 23 & 24) Q- The CONSULTANT shall provide all design services and deliver construction documents fora a all lighting required forthe project. The CONSULTANT Will analyze the luminescence needs 0 for the project and provide recommendations for street lighting compatible with an ultimate � six -lane configuration for Randall Blvd. Services include providing a Iighting design analysis d report for both Randall Boulevard and Immokalee Road within the project limits. c 2.9 Landscape (Activities 25 & 26) > m CONSUL`/"ANT 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 l'Cs coverage. The N CONSULTANT shall closely coordinate with the COUNTY's ITS units to ensure that all N conflicts are identi fled, addressed and mitigated in the Contract Documents. Landscape coordination includes designating proposed conduits and sleeves for proposed d landscaping areas. Architectural Pavers will be designed in medians where applicable. The CONSULTANT will not provide Landscape irrigation or Planting Plans. �I m CONSULTANT shall designate adequate landscape topsoil along medians for future a, COUNTY use and "Base Level of Landscaping„ per Collier Comity Landscape Beautification Master flan. 0 Outdoor Advertising: N/A CD >i 2.10 Survey (Activity 27) m 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 S'r' St NE (approximately %1 toile in length), for Immokalee Road from approximately Sao feet west of Wilson Boulevard to approximately 1000 feet east of the Dunkin Donuts driveway (approximately one ni ilc in length), and for 4111 Street from Immokalee Road to approximately 400 feet to the north including the intersection at 2.5"' 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 N Road and Randall Blvd. in Phase 1 as Well as for the proposed O50 foundations in Phase 2. d Subsurface Utility Exploration: Subsurface Utility Engineering (SUF) per the American Society of Civil Engineers accepted guidelines for the collection and depiction of existing ;o subsurface utility data using Quality Level "A" at any proposed mast arm foundations in an Q A-12 Packet Pg. 330 area two (2) times the proposed drilled shaft diameter prier 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 L included as an Optional Service (sec Activity 27.10), c Right of Way Survey: All Right of Way survey is required for this project extending to the c limits defined above for Design Survey, d Pond Site and Floodplain Compensation Area: 0 Prepare a boundary and topographic survey for the proposed pond site and pond outf'all to the Corkscrew Canal. Spot elevations will be collected on a 100' +1- grid and extend 100' CL beyond the parcel external boundary. C Prepare a topographical survey for the proposed floodplain compensation area and outfall to 0 the proposed pond, Spot elevations will be collected on a 50' +1- grid. Vegetation Survey: The surveyor will locate and tag existing mature trees and palms greater +; than 4" diameter at breast height. These trees and patens will be identified on the design plans, Where existing trees are in groulas, they will not be individually designated but shown as a group. m Bathymetric Survey: Provide bathymetric survey along Cocaliatchee Canal and Corkscrew a Canal to support preliminary design for fuwre Cocaltiatchee Canal realignment, .future bridge M culvert extensions, etc. (that are planned to be performed in Phase 2). Batbymetric survey shall be performed in conformance with South Florida Water Management District N (SFWMD) requirements for such improventc:nts. N N 2,11 Photogrammetry (Activity 28) — NlA 2.12 aD Mapping (Activity 29) W Control Survey Map: The CONSULTANT is responsible for all Control Survey Maps a necessary for the project. CO) L 0 Right of Way Map: The CONSULTANT is responsible For all Right of Way Maps and = CD Technical Memorandums for right of way acquisitions, including condo ]nation, necessary > for the project, m Boundary Surveys for right-of-way acquisition. _ Legal Descriptions` The CONSULIANT is responsible for all Legal Descriptions and CD sketches necessary for the project. E as Maintenance Mali: As required. Q Miscellaneous Items: As required, c 2.13 w Terrestrial Mobile LiDAR (Activity 30) - NIA. 4 N 2.14 Architecture (Activity 31) - NIA. 2,115 d Noise Barriers (Activity 32) - NIA (see also 18.20 to 18.26). E s 2.16 Intelligent Transportation Systems (Activities 33 & 34) - As requested. Q A-13 Packet Pg. 331 2.17 Geotecltnical (Activity 35) The CONSULTANT shall be responsible for all necessary geoteclmicfil activities associated with/required for this project. Types of borings anticipated include for roadway, structures, storm pipe, ponds, fighting, and signals. The gevtechnical investigations shall also account for Phase 2 work ite1118 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 Scliedtile The anticipated design schedule for the project is 550 calendar days from the date of Notice Q CL to Proceed (NTP). The targeted total contract schedule is t,160 calendar days from the issuance of the NTP. This will consist of a design phase (550 days), a bid phase (180 days) c and a past design phase (430 days). A separate NTP will be issued for the post design services Phase. L d 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. m 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 stbmittal packages. The schedule shall allow for a minimunl of21 calendar days for COUNTY reviews of the 30% plans, 60% plans, 90% plans and Final plans. M N All fees and price proposals are to be based on a contract schedule of 1200 calendar days for Final construction contract doctia vents and post design services. m A constructability review will be conducted by the COUNTY between the 60% and 90% plan submittals. The Bid Plans shall not be submitted prier to obtaining a notice of intent to � permit from the governing permitting agencies, which may include fiDEII, USACE, and SFWMD. CD a� Periodically, throughout the life of the contract, the project schedule shall be reviewed and, y 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 CD Willi progress, shall be submitted with the monthly progress report. >I 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 stibmittal phase, the E 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 Q 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. E s If the CONSULTANT does not have the use of Bluebeam, a bile Transfer server should be m used to submit deliverables in Adobe PDF l'ornnat. Q A-14 Packet Pg. 332 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/MM 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 doctiments required for the submittal as defined herein. Method of delivery must be prcapproved 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 geoltieu•ics in the design. "these can include tite alignments, profiles, cross sections, sLirfaces, 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 tiles 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 MicrcStation > (Agn) , and also plotted to an Adobe Acrobat (.pdt) format to facilitate review and digital 00 delivery. SpeciFications shall be provided in pdf. `ITte comment and review process for all deliverables For this Contract shall titili7c BNobcarn Studio Sessions. The CONSULTANT shall be responsible to setup Bluebeam Session far c soliciting COUNTY's comments On each submittal. The CONSULTANT's Bluebeam setup N shall include comment tracking and response mechanism. The CONSULTANT shall provide Session access to COUNTY's staff (and ather 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 4) 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 CD (including setup, upload and maintain comment records) is considered as part afthe design a_ approval process; subsequently no separate payment shall be made for Bluebeam Sessions, co 2..21 Provisions for Work, All work shall be prepared with English units in accordance with the latest editions of 01 standards and requirements utilized by the COUNTY which include, but are not limited to, m publications such as: Z x General 'Title 29, Part 1910, Standard 1910,1001, Code of Federal Regulations (29 C.F.R. CD 1910.1001) — Asbestos Standard for Inclustry, U.S. Occupational Safety and I lealth E Administration (OSFIA) L a 29 C.P.R. 1926.1 101 —Asbestos Standard For Construction, OSHA Q 0 40 CY.R. 61, Subpart M - National Emission Standard for Hazardous Air Pollutants T (NESHAP), Environmental Protection Agency (EPA) N 40 C.P.R. 763, Subpart E — Asbestos -Containing Materials in Schools, EPA E 40 C.F.R. 763, 5ubpail G — Asbestos Worker protection, EPA � Americans with Disabilities Act (ADA) Standards for Accessible Design Q A-1S Packet Pg. 333 AASHTO — A Policy on Design Standards Interstate System AASHT0 — roadside Design Guide L AASHTO — Roadway Lighting Design Guide y.+ c U AASH`lTO — A Policy for Geometric Design of highways and Streets AAS14TO — Highway Safety Manual .N o Rule Chapter 5.1-17, Florida Administrative Code (F.A.C.), Standards of Practice for ° Professional Surveyors and Mappers c L Chapter 469, Florida Statutes (F,S.) — Ashcstos Abatement a Rule Chapter 62-257; F.A.C., Asbestos Program c Rule Chapter 62-302, F.A.C., Surface Water Quality Standards � L Code of Federal regulations (C.F.R.) Florida Administrative Codes (F.A,C.) > m Chapters 20, 120, 215, 455, Florida Statutes (F.S) — Florida COUNTY of Business & Professional Regulations Rules = Florida COUNTY of Environmental Protection RLlle.S FDOT Basis of Estimates Manual O N FDOT Computer Aided Design and Drafling (CADD) Manual N N m FDOT Standard Plans F.DOT Flexible Pavement Design Manual 4)i FDOT - Florida Roundabout Guide � m FDOT Handbook for Preparation of Specifications Package a� y FDOT Standard Plans Instructions O c m FDOT Manual of Uniform Minimum Standards For Design, Constructiaii and Maintenance ml for Streets and Highways ("Florida Greenbook") z FDOT Materials Mallnal x FDOT Pavement Type Selection Manuual c m aEi m FDOI' Design Manual Q 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 E s FDOT Project Traffic Forecasting Handbook FDOT Public Involvement Handbook Q A-16 Packet Pg. 334 FDOT Rigid Pavement Design Manua! rDOT Standard 5pecilications 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 pn Uniform Traffic Control Devices (MUTCD) FIIWA — National Cooperative Highway Research Program (NCHRI') Report 672, RoundabOLIts: An Informational Guide Fl IWA 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 instructinns fr011V1 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 far the SHS 'Cransportation 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-1.7 d E s Q Packet Pg. 335 -DOT Drainage Manual FDOT Erosion and Sediment Control Manual L FDOT Exfiltration Handbook y.+ c U FDOT Hydrology Handbook � FDOT Open Channel Randbook o FDOT Optional Pipe Materials Handbook ° FDOT Storm Drain 1-landbook o FDOT Stormwater Management Facility Handbook Q. CL FDOT Temporary Drainage Handbook c ° FDOT Drainage Connection I'ennit Handbook m FDOT Bridge Scour Manual Survey and Mapping m All applieablc Florida Statutes alit[ Administrative Codes Applicable Mules, Guidelines Codes and authorities of other Municipal, COUNTY, State and Federal Agencies, c FDOTAerial Surveying Standards for Transportation Projects Topic 550-020-002 M N FDOT fight of Way Mapping Handbook � FDOT Surveying Procedure Topic 550-030-101 Florida COUNTY of Transportation Right of Way Procedures Manual a) Florida COUNTY of Transportation Surveying Handbook m =a, Right of Way Mapping Procedure 550-030-015 in c Traffic Engineering and Operations and 1TS CD i AASHTO - An Information Gude for Highway Lighting m AASHTO - Guide for Development of Bicycle Facilities Z m FHWA Standard Highway Signs Manual _ E FDOT Manual on [Joiform Traffic Studies (MUTS) d FDOT Median Handbook Qi FDOT Traffic Engineering Manual 0 ti National Electric Safety Code 4 `V National Electrical Code E Florida's Turnpike Enterprise s Florida's Turnpike Plans Preparation and Practices Handbook (TPPPH) Q A-18 Packet Pg. i 6 f lorida's Turnpike Lane Closure Policy I lorida's Turnpike Drainage Manual Sul)Pleirtettt L Rigid Pavement Dcsign Ouide for Toll Locations with Electronic Toll Collection y.+ c U Flexible Pavement Design Guide for Toll Locations with Electronic Toll Collection Florida's Turnpike, General Tolling Requirements (GTR) G Additional Florida's Turnpike Enterprise standards, guides, and policies for design and ° constructim can be found on the FTE Design Website: 11[t} ;f1[�C�l ll.f1[]�'ldelslU,lfl�l.l ..(11]1 O L Traffic Monitoring a American Institute of Steel Construction (AISC) Manual of Steel Construction, referred to c as "RISC: Specifications" j American National Standards Institute (ANSI) RP-8-00 Recommended Practice for d N ) Roadway Lighting 5 AASi-ITO AWS DI. UANSI Structural Welding Code — Steel —' m AAS14TO D1.51AWS D1.5 Bridge Welding Code FHWA Traffic Detector Handbook FDOT General Interest Roadway Data Procedure M F'HWA Traffic Monitoring Guide N FDOT's Traffic/Polling Equipment ProcedUres Structures � m W AASHTO Load and Resistance Factor Design (LUD) Bridge Design Specifications and mi Interims = a� AASHTO LRFD Movable Highway Bridge Design Specifications and Interims co L AASHTO Standard Specifications for Structural Supports for Highway Signs, LL1111itlairE9 m and Traffic Signals, and Interims. >i AASHTOI-AWS-Di. SM/D1.5: An American National Standard Bridge Welding Code m z x AASI [TO Guide Specifications for Struclurttl Design Of SOund Barriers ci AASHTO Manual for Condition Evaluation and Load and Resistance factor Rating (LRI'R) m of Highway Fridges Q FDOT Bridge Load Rating Manual i FDOT Structures Manual 0 ti FDOT Structures Design Bulletins (available on FDOT Structures web site only) N Geotechnical E FiIWA Checklist and Guidelines for Revim of ❑ootechnical Reports and Preliminary m Specifications Q A-19 Packet Pg. 337 Manual of Florida Sampling; and Testing Methods Soils and Foundation Handbook L Landscape Architecture y.+ c U Florida COUNTY of Agriculture and Consumer Set -vices CjradeS and Standards for Nursery Plants N Architectural d 0 Building Codes c L FloridaBuilding Code: a Building O Fuel Gas r N L Mecl�anlcal � _ Plumbing > Existing Building m — Florida Accessibility Code For 13Liilding Construction Rule Chapter- 60D, F.A.C., Division of Building Construction c Chapter 553, F.S. — Building Collstructlnn Standards M C14 C14 ANSI Al 17.1 2003 Accessible and Usable Building and Facilities � Titles 11 arid 111, Americans With Disabilities Act (ADA), Public Law 101-336; and the ADA Accessibility Guidelines (ADAAG) Architectural —Fire Codes and Rules � m a� National Fire Protection Association (NFPA) - Life Safety Code y NFPA 70 - National Electrical Code 0 c N F PA 101 - Life Safety Code d >I m NFPA 10 - Standard for Poilable Fire E:cti11gL1i9he1's = i NFPA I l - Standard for Law -Expansion Foarn Systems a NFPA I IA - Standard for High- and Medium-Cxpansian Foan, Systems m L NFPA 12 - Standard for Carbon Dioxide Extinguishing Systems Qi NFPA 13 - Installation of Sprinkler Systems ti NFPA 30 - Flammable and CombU.Stible Liquids Cade N NFPA 54 - National Gas Fuel Code � E NF'PA 58 - LP-Cias Code 0 Q A-20 Packet Pg. 338 Florida Fire Prevention Code as adopted by [Ile State Fire Marshal — Conslllt with the Florida State Fire Marshal's office for other fregllentiy used codes. , AZ'CliltectLll'al — Extingnl511111g Systems i +r _ O NFPA 10 - Fire Extinguishers r, NFPA 13 - Sprinkler NFPA 14 - Standpipe and Hose System d o NFPA 17 - Dry Chemical > O L NFPA 20 - Centrifugal Fire PLI111p a NFPA 24 - Private Fire Service Mains c NFPA 200 - Standard on Clean Agent Fire Extinguishing Systems N L Architectural — Detection and Fire Alarm Systems NFPA 70 - Electrical Code NFPA 72 - Standard for the Installation, Maintenance and Use of Local Protective Signaling m — Systems NFPA 72E - Automatic hire Detectors NFPA 72G - Installation, Maintenance, rind Use of Notification Appiifmces 0 N NFPA 72I4 -Testing Procedures for Remote Station and Proprietary Systems N N NFPA 74 - Household Fire Warning Equipment NFPA 75 - Protection of Electronic Comla6lter Equipment Architectural — Mechanical Systems I c NFPA 90A - Air Conditioning and Ventilating Systerns CIO NFPA 92A - Smoke Control Systems O = NFPA 96 - Removal of Smoke and Grease -Laden Vapors from Commercial Cooking m mI Equipment z NFIIA 204M - Smoke and Heating VentingCD =I Architectural — Mi%uellaneovs Systems c E NFPA 45 - Laboratories Using; Chemicals N Q NFPA 80 - Fire [doors and Windows �I NFPA 88A - Parking StI'uctureS 0 w NFPA 105- Smoke and Draft control Door Assemblies N _ d NFPA 110 - Emergency and Standby Power Systems E NFPA 220 - Types of Building Construction Q A-21 - Packet Pg. 339 NFPA 241 - Safeguard Construction, Alteration, and Operations Rule Chapter 69A-47, F,A.C., Unirorm Fire Safety for l,levatars L y.+ Rule Chapter 69A-51, F.A.C., Boiler Safety c U Architectural — Energy Conservation Rule Chapter 60D-4, F.A,C., Rules for Construction and Leasing of State Buildings to Insure .N o Energy Conservation 0 Section 255.253, F.S,, Life -Cycle Casts c L Architectural — Elevators a Rule Chapter 61 C-5, F,A.C,, Florida Elevator Safety Code c ASME A.17.1, Safety Cade for Elevators and l;scalators N L Architectural -- Floodplain Management Criteria Section 255.25, F.S,, Approval Required Prior to Construction or Lease of Buildings > m 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) c Rule Chapter 62-600, F.A.C,, [domestic Wastewater Facilities M N N Rule Chapter 62-761, F.A.C,, Underground Storage Tank Systems American Concrete Institute American Institute of Architects - Architevt's Handbook of Professional Practice ar American Society for Testing and Materials - ASTM Standards d a, in Brick Institute of America O C DMS - Standards for Design of State Facilities > i Florida Concrete Products Association m H FDOT — ADA/Accessibility Procedure Z_ r� i FDOT— Building Code Compliance PrOCCCIUM C d E FDOT -- Design Build Proctlremeat and Administration GN Q� LBED (Leadership in Energy and Environmental Design) Green Building; Rating System National Concrete Masonry Association 0 National Electrical Code 4 cm Portland Cement Association - Concrete Masonry Handbook C E United State Green Building Council (USOBC) s A-22 Q Packet Pg. 340 2,22 Services to be Pcrfot-nicd by the COUNTY When appropriate and for atvaiilatble, the COUNTY will provide project data including: All certifications necessary For project letting, All in Formation that may come to the COUNTY pertaining to future improvcnients. 0 v All Future information that may come to the COUNTY during the term of the a� CONSULTANT's Agreement, which In the opinion of the COUNTY is necessary for the o prosecution of the work. 0 Available traffic and planning; data. o 1;ngincering standards review services. 0. CL All available information in the possession of the COUNTY pertaining to utility companies c whose facilities may be affected by the proposed construction. L All future information that may come to the COUNTY pertaining to subdivision plans so than the CONSULTANT may take advantage of additional areas that can be utilized as part of the: — existing right of way. > m Previously constructed Highway Beautification or Landscape Construction Plans Lxisting tight of way maps (if available) PD&C Documents (if Available) M Design Reports (ifalvailable) N N 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. (Di Regarding Environmental Permitting Services: _ al Approved Permit Uocumem when available. c Approval of all Contacts with environmental agencies. CD General philosophies and guidelines of the COUNTY to be used in the Fulfillment of this m� contract. Objectives, constraints, budgetary limitations, and time constraints Will be Z completely defined by the Project Manager, _ Appropriate signatures on application forms. c 3 PRO,T XT COMMON AND PROJECT GENERAL TASKS Project Common Tasks N 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 E included in the project scope in each applicable activity wiled the described work is to be performed by the CONSULTANT. Q A-23 Packet Pg. 3 1771 Prajcct Research: The CONSULTANT shall perform research of existing PD&E Studies, Developer Contribution Agreement (DCA), PUD and DRI docuinents for developments adjacent to the project for coniinitill ents regarding Right-of-way, Stormwater Management, Roadway Improvements, or ally other Coillmitillents involving the interests of the COUNTY. The CONSULTANT shall anticipate tip to ten (10) PUD's or DRI's approved by the COUNTY to be incorporated into the plans before the Phase 1V plans submittal stage of the contract. After the Phase 1V 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 coristrllction Cost estimate and reviewing and Updating the cost estimate at project nnllestones — O Phase I (30%), II (GO%), HI (90%), and IV (100%a or final) including the bid schedule. a W The CONSULTANT shall be responsible for inputtingthe pay items and quantities intoa Suininary a of Pay Items sheet with Al required Plans subinittatls as required. m Technical Special Provisions: The CONSULTAN` shall provide `!'ethnical Special Provisions for all items of work oat covered by the FDOT Standard Specifications For Road and Bridge Construction and recurring special provisions. Standard Specifications, recuri•ingspecial provisions and supplemental specifications should not be ntadiried unless absolutely necessary to control m project specific requirements. The first nine sections of the la DO'f standard specifications, recurring special provisions and Suppleinental specifications shall not be modified without written approval = ofthe COUNTY. 'Clie Technical Special Provisions shall provide a descriptioii of work, inaterials, equipnient and specific reyuireinents, method of measurement and basis of payment. These provisions shall be formatted on 8-112"xl I" sheets when printed or copied. N N Technical Special Provisions will be developed using Microsoft Wore! (,doe). Furnishing, electronic copy in a format other than Microsoft Word or Adobe Acrobat (.pdf� will be considered Additional � d Services, Field Reviews; Includes all trips required to obtain necessary data for all elements of the project W. identified in this scope of work. 3011 Technical Meetinl?s: The CONSULTANT shall attend all technical meetings necessary to execute the Scope of Services of this contract. This includes meetings with the COUNTY and 1'DOT or other Agency staff, between disciplines and CONSULTANT'S, such as access management ieetings, pavement design meetings, local governments, progress review inectings (phase review), and inlscellaneous nneetiiigs. 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 duc within five (5) working days of attending the ineeting. Quality Assurance/Quality Control: m E d The CONSULTANT shall be accountable for the professional quality, technical accuracy and L quality of their worst, CONSULTANT prepared surveys, construction plans and contract Q documents that contain errors or omissions, and results in cost and time overruns on a construction c project naay result in a claim against the CONSULTANT per F.S. 337.015 (3). The a� CONSULTANT shall, through all stages of design and project construction, without additional compensation, correct all errors or deficiencies in the designs, maps, drawings, specifications cm and/or other services furnished by the C0NSUL1'AN'1` under this contract. d E Independent Peer Review; NIA Supervision: The CONSULTANT sliall supervise ff11 technical design activities, Q A-24 Packet Pg. 342 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 camnituliCating to all interested persons, groups, and v government organizations information regarding the development of the project. The az CONSULTANT shall provide to the COUNTY drafts ofall Public Involvement documents (i,e., newsletters, property owner letters, advertisements, etc.) associated with the Following � tasks for review and approval at least rive (5) business days prior to printing and / Or ° distl'ibuti011. C L Public need will heavily influence constrtlCti011 SClledule, COIISUTICtiQn phatilllg aild a maintenance of traffic for the project defined herein. The CONSULTANT shall develop c coordinated project solutions that will maintain necessary public access during cortstructioil. The CONSULTANT shall anticipate preparing for and attending tip to two (2) public L meetings and one (1) public hearing as directed by the COUNTY (see Section 3.1.9 Public Meeting Preparations, Atlendance, and Follow -Up for details).The first public meeting will be selleduled after the 30% submittal, 'rhe goal of the public meeting, will be to introduce the > design phase of file project including the initial proposed access management plats to the 00 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 tile design components of the project to the public and receive feedback. Tile CONSULTANT shall process the public information received, discuss the results and integrate the needs of the public into the project while being inindful of economic feasibility Co N and the needs ofthe project defined herein. One public hearing inay be necessary to meet the requirements for the Pa&F. ro-evaluation. The need for this additional public meeting and/or public hearing will be coordinated with the COUNTY during the design phase. (Di The CONSULTANT will be expected to develop and provide all necessary exhibits For the c public meetings. The COUNTY shall be responsible for al I 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 itlVOlVenlellt approach to be E taken with the project. it will list the contact persons, med[n officials, and agencies as well as the means that will be used to involve their in the process. The PiIMC a Involvement Dials shall Include providing the COUNTY with public ineeting exhibits Q and handouts in a tale size and format suitable for posting on the COUNTY's project c wehsite. The Public Involvement Plan will be submitted to the COUNTY for T approval. 3.1.2 Notifications d E 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 Q A-25 Packet Pg. 343 3.1.3 determined necessary and is requested by the COUNTY, a Notice to Proceed will be issued to execute this work. Upon lssuatice of the Notice to Proceed for the Optional Set -vice, one mailing notification shall be prepared and mailcd 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 111P. 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 ileeded 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 mall the steins and pay postage as needed, 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 aild is requested by the COUN`i'Y, a Notice to Proceed will be in issued to execute this work. Upon issunnce. of the Notice to Proceed far the Optional Set -vice, the CONSULTANT shall identify all impacted property owners and tenants (within a inininlum of 300 feet of the project corridor). The CONSULTANT will develop and maintain a c computerized database of contacts, beginning with a list of those notified in the N Kickoff- Notification Process, Public officials, community service organizations, cnvironincntal 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 --NIA This scope item is included in Activity 3.1.2. 3.1.5 Driveway Modification Letters — NIA 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. E Pees 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 a Proceed will be issued to execute this work. Q 0 If requested by the COUNTY, the CONSULTANT sliall prepare one newsletter for distribution to elected officials, public officials, property owners along the corridor N and other interested parties. Newsletter drafts shall be submitted to the COUNTY Far review and approval at least 14 business days prior to priming, and/or distribution. E 'File newsletter will be sent by the CONSULTANT, s Onc newsletter is included in the fee for Optional Services. Q A-2 G Packet Pg. 344 3.1.7 Renderings And Ply-Throughs -- NIA 3.1.8 PowerPoint Presentations This scope item is considered an Optional et -vice if requested by the COUNTY. ea L c Fees for this item are not included in the negotiated contract fees. If this item is v 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, o 0 3.1.9 Public Meeting Prepa ratians, Attendance, and I{ollow-Up � The CONSULTANT shall anticipate preparing for and attending up to two (2) public Q. meetings and one (1) public hckiring as directed by the COUNTY: C ■ One public mecting following tl,e 30% submittal. c 0 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 Iten, are 1nClLJdCd in tl,e 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 00 initial project Notice to Proceed; no separate Notice to Proceed is required for this activity. Nees for this item are included in the negotiated contract fees. + One public hearing if requested by the COUNTY to meet requirements for the c P D & E re-evalUation. N 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 (D Utilized for fee determination. The CONSULTANT shall prepare the necessary materials (rllcludilig prlllting of m a, informational boards, handouts (English and Spanish, if needed), comment boxes, y corl,lllent #ol'n,$) 17or use In all public meetings. Drafts of all Public involveinent �° doctiments shall be submitted to the COUNTY for review and approval at least 141 CD business days prior to Printing and/or distribution. I The COUNTY will be responsible for identifying; a venue for the public meeting, m rental costs of the facility, and for legal advertisements for all public meetings, },I The CONSULTANT shall attend the public meeting. assist with meeting setup and C E take down. The CONSULTANT shall provide to the COUNTY copies of all materials shown or provided at the public meeting. Q The CONSULTANT will attend the meetings with three staff members to assist the I c COUNTY'S Project Manager. Tile CONSULTANT shall collect and sul„marine all public Comments received N during pt#blic meetings and/or hearings and assist the COUNTY in responding to ptrbllC comments and gtleStions. s 0 3.1.10 Virtu,,it 1'ui)lic Meetings/He:,rings -- NfA Q 3.1.11 Other Agency Meetings A-2 7 Packet Pg. 345 3.1.12 Web Site In addition to scheduled public meetings the CONSULTANT may be required to participate in mectings with local govel'11111g 1LItIl0l'ItiCS alld%Or Metl'Ql 011tall PIa1111ing Organization (MPO). The CONSULTANT's participation may include, but not be limited to, presentations during the meeting, note taking, and summarizing the meeting ill a menlo to the tile. It is estimated for this project there will be two (2) mectings with local govenling authorities and/or MPQs during the design. CONSULTANT will provide Public Involvement Graphics to COUNTY for the COUNTY Website. 3.2 Joint Project Agreements a W The CONSUL`I`ANT shall review and provide colnmunts on the Developel' Agrcelrtellt a provided by the COUNTY to rnemorialire commitments between the COUNTY and the development group ("to be nained") along the south side of Randall Baulevard. L 3.3 Specifications Package Preparation m TILE CONSUL"PANT shall prepare and provide a specifications package for those specifications NOT considered FDOT Standard Specifications. The CONSULTANT will 00 obtain Lighting and Traffic Signal Specifications from tile County's Traffic Operations website, The specifications package shall address all items and areas of work and include any Mandatory Specifications, Modi[Jed Special Provisions, and Technical Special Provisions, The specifications package must be submitted forrevicw to the COUNTY's Project Manager04 0 N at least 30 clays priorto the 90% plans submittal. This submittal does not requil•e signing and sealing and shall be coordinated through the COUNTY's Project Manager. The CONSULTANT shall coordinate with the COUNTY on the submittal requirelnents, but at a minimum shall consist of (1) the complete specifications package, (2) a copy of the 1Y marked -up workbook used to prepare the package, and (3) a copy of the Final project plans (or latest version if final }Malls are not available), �I m a1 Final submittal of the specifications package must occur at least 10 working days prior to the y Finall100% plan submittal. This submittal shall be signed, dated, and sealed in accordance �° with applicable Florida SLatLlteS. i 3.4 Contract Maintenance and Project Uocturientation mI Contract maintenance inclLl(Ie5 project Management effort for complete setup and 2I maintenance of files, electronic folders and documents, developing technical illonthly progress reports and schedule updates. Project d0cu1`nentati0t1 includes the compilation and m E delivery of final dOCLullents, repays or calculations that support the development of the contract flans; includes uploading, files to an FTP server, Q 3,5 Value Engineering (Multi -Discipline Team) Review — N/A �I 0 N/A w ~ N 3.6 Prime Consultant Project Manager Meetings Includes only the Prime Consultant Project Manager's time for travel and attendance at as E Activity Technical Meetings and other meetings listed ill the IilCeting SLIJ11111lary For Task 3.6 on tab 3 Project General Task of the staff ]lour forms. Staff 110111's For other personnel Q A-28 Packet Pg. 34t3 17 Is attending Activity Technical Meetings are UtclUded in the meeting taste for that specific Activity, Plans Update eac 0 The effort needed for Plans Update services will vary front project to project, depending on v size and complexity ofthe pro cct, as well as the duration ortimc spent "on the shell'. ar .N This scope item is considered an Optional Service if requested by,the COUNTY. pees for o this item are not included in the negotiated contract fees, If this item is determined necessary o 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 Q contract shall be utilized for fee: deterrttillation. a 0 Post Design Services o The CONSULTANT shall assist the COUNTY during the construction bidding phase of the N project including, but not limited to, attending the pre -bid lneeting, addressing addendum, a, evaluating bids and bidders, and providing written letters of recommendation. c Post Design Services are Included in this contract and may nlclUde, but are not limited to, _> meetings, construction assistance (responding to RFI's), plans revisions, shop drawing 00 review services, survey services, as -built drawings, and load ratings. Post Design Services are not intended for instances of CONSui_,TAN*r evrors and/or omissions. p M All CONSULTANT contact with the Contractor shall he made through the COUNTY'S N Construction Project Manager. The CONSUL"I'AN`1'shall not contact the Contractor directly 'a unless there is a possible immediate threat to public health and/or safety, 0 The COUNTY'S Construction Project Manager must be contacted immediately thereafter. The COUNTY CE I is responsible for conCrming that all duality control testing and requirements of the approved Quality COMI.01 P]arl have i)Ml executed and the results are � satisfactory per the design requirements. Tile 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 constrUCtlOn 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 relater{ issues as soon as possible. It is important that all sigtlificant changes made during a construction be documented by the CONTRACTOR in the Final as -built plans. The Q CONTRACTOR sltt►ll markup sheets requiring minor (non -engineering analysis) as -built c changes and show those changes on the Final Signed and Scaled As -Built Signature Sheet(s). ti Major changes resulting in issuance of revised contract documents must also be included in N the as -built package and recorded appropriately on the: Final Signed and Sealed As -built Signatul-c Sheet(s). d E s CONS UL."PANT will provide electronic Plans to CONTRACTOR for preparation of As -Built Drawings by CON' RACTOR. Any changes proposed by tlic Contractor must be signed and Q sealed by the Contractor's FOR and approved by the CONSULTANT, This may be a Cost A-29 Packet Pg. 347 Savings Initiative Proposal (CSIP) redesign or an original design of certain components including Shop Drawings. All original dOCLinlcnts obtained by the CONSULTANT will be turned over to the COUNTY at the project's close-out or upon regtlest by the COUNTS`. All d=lnients Obtained lni' 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 CE1 Consultant. Quality assurance material testing will be the responsibility ofthu CON`I`11ACTOR. 3.9 Digital Delivery The CONSULTANT shall deliver final contract plans and documents in digital format (PDF and CAD). The Final contract plans, and doCun]ents shall be digitally signed, and sealed Fifes 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 - NIA. 3.11 Railroad, Transit and/or Airport Coordination— NIA 3.11.1 Aeronautical Cvaluatioti — 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 signagc should be minimized. Coordination with the. COUNTY'S Landscape Architect (Pai�lelit.Luliclla7colliercatnttyil.gov) may be necessary as defined in 4.12. 3.13 Transit Coordination The CONSULTANT shall coordinate with t11e 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 itein is detcnnined necessary and is requested by the COUNTY, scope and Ice 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 analyze and document Roadway "Tasks in accordance with ail applicable manuals, guidelines, standards, handbooks, procedures, and Current design memorindutris. A-30 m 0 M N N N. d E s V Q Packet Pg. 3 8771 4.1 'rypicai Section Package - N/A 4,2 Pavement Type Selection Report r NIA 4.3 Pavement Design Package. The CONSULTANT shall provide pavement design caiculations based on required Structural Number derived from calculated Equivalent Single Axle Loads and existing Linterock 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 park of the new roadway and include in t17e design any required correction of existing cross -slopes, Crass slope information will be collected at 100' intervals, After the analysis of the cross 51apes a recommendation wili be provided as part oFthe 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: volurnes, design speed, capacity and levels of service, Functional classilication, 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 ianagement, 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&C 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 rccoinmeraded and approved access management plan which shall define which median openings will be closed, relocated, or substantially altered or new, 4.7 Roundabout Evaluation — NIA 4.8 Roundabout Final Design Analysis —N/A 4.9 Cross Section Design Files The CONSULTANT shall establish and develop cross Section design files i[n accordance with the applicable FDOT CARD 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 m 0 M N N N d E s V M Q Packet Pg. 349 To produce cross sections for inclusion in the contract plans, the project limits along Immolcalee Road shall be prepared evel'y 50 feet, with vertical exaggeration and in accordance with FDOT FDM criteria. Additionally, cross sections along Randall Boulevard shall he provided every SO feet in accordance with FDOT FDM, ❑rivcway half -sections shall be provided for three anticipated driveways. Includes all %vork required to establish and utilize intelligentlautonlated methods for creating Cross sections 111Clllding determining the locations forwhich all Cross sections will be shown, existing and proposed features, cross section retlnement, placement of util itics and drtiireage, soil boxes, R/W lines, earthwork calculations, and other required labeling. 4.110 Temporary Traffic Control Plan (TTCP) Analysis The CONSULTANT shall design a safe and effective TTCP to move vehicular and pedestrian traffic during all I]Itases of construction. The design shall include cnnstructiotl pleasing oftemporary 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 tine contract includes .mint Project Agreements (.IPAs), It is anticipated that the plans will be Lcvcl 11 Traffic Conti-ol Plans. The CONSULTANT shall investigate the nccd for temporary traffic signals, temporary lighting, alternate detour roads, and the use oi' 1leaterWS such as sheet piling ill the analysis, The Traffic Control Plan shall ire prepared by a certified designer who has completed training as required by [lie 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 'rTCP efforts, The CONSULTANT shall consider the local impact ofany 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 riot D11 state highways, 4.11 Muster TTCP Design Files The CONSULTANT shall develop toaster TTCP files (Level 11) 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 pedestriarl ways. 4.12 Selective Clearing and Grubbing — NIA 4.13 Tree Relocation Flans -- NIA A-32 CD s V M Q Packet Pg. 350 4.14 Design Variations and Exceptions -N/A 4.15 Design Report L The CONSULTANTr ;hall prepare all applicable reports) as listed in the Project Description c section orthis scope. V 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. p The design notes, data, and computations shall be recorded on size ii'/2"xI l" sheets, hilly 0 titled, numbered, dated, indexed and signed by the designer and the checker. Corriputer output c forms and other oversized sheets shall be folded to 8Y2"xl I" size. The data shall be in a Q. CL hardback folder for submittal to the COUNTY. Digital Copies of all 1}ape1r submittals above m shall be provided itt PDI~ or Microsoft Word format, .2 4�16 Quantities as L The CONSULTANT shall develop acenratc 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 FDO'f pay items. _> m 4,17 Cast Estimate The CONSULTANT shall provide the Engineer's Estimate of Probable Cost ateach submittal phase. The Engineer's Estimate of Probable Cost shall be updated and adjusted at each submittal to be maintained tip to and including final bid d=lnlents submittal. N N 4.18 Technical Special Provisiom and Modified Special Provisions N 'rhe CONSULTANT shall provide Technical Special Provisions for all iterns of work i}ot covered by the F DOT Standard Specifications for Road and Bridge Construction and recurring special provisions. Standard Specifications, recurring special provisions and supplemental slVcificatiorts should not be modified unless necessary to convol 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. 'rhe 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 (11DI~'s), m 4.19 Other Roadway Analyses m This scope item is considered an Additional/Optional Service if requested by tl,e COUNTY, fees for this item are not included in the negotiated contract fees. If this item is E 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 a established in the contract shall be utilized for fee determination. Q 0 4.20 Field Reviews NIA N CD 4.21 Monitor Existing Structures E s The CONSULTANI'shall perform Field observations to visually identify existing; structures within the project limits which may require settlement, vibration ar groundwater monitoring Q by the contractor during COnStRiCtron in accordance with FDM Chapter 307• A-33 Packet Pg. 351 Thu CONSULTANT shall coordinate with and assist the geowchnical engineer and/or structural engineer to identify those structures and develop niitigation strategies (when applicable), L The CONSULTANT shall identity the necessary pay items to be included in the Laid C documents to nlcnitor existing; structLu•es, c a� 4.22 Technical Meetings o Includes; meetings with the COUNTY or caller Agency staff, between disciplines and o CONSULTANTS. such as access nlanagenlent meetings, pavement design meetings, progress review meetings (phase review), and n1isccll1l1C0L1s meetings necessary for all Q elements of the roadway analysis identified in this scope ofworlc, a 4.23 Qua] ity.AssurancelQuality Control o The CONSULTANT shall be responsible for the professional quality, technical accuracy and N coordination of all surveys, designs, drawings, specifications and other services furnished by, the CONSULTANT under this contract. 5 4.24 Independent Peer Review — N/A —' m 4,25 Supervision Includes all efforts required to supervise all technical design activities. M N 4.26 Coordination N 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 AdjUstnlent Sheets, plait Sheets, notes, and details as shown in the 1=DM S1.1111111ai"y of Phase Subinittals 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 ti 5.5 Plan/Profile Sheet N 5,6 Profile Sheet -NIA d E 5.7 Plan Sheet — NIA 5.8 Special Profile Q A-34 Packet Pg. 352 5.9 Bacic-of Sidewalk Profile Sheet --NIA 5.10 Interchange Layout Sheet — NIA L 5.11 Ramp Terminal Details (Plan View) —N/A c 5,12 U Intersection Layout Details a 5.13 Special Details o 5.14 Cross -Section Pattern Sheets o 5,15 Roadway Soil Survey Sheets c L 5.16 Cross Sections 5.17 Temporary `l'raflic Control Plan Sheets o 5.18 Temporary Tratlic Control Cross Section Sheets N L 5.19 Temporary Traffic Control Detail Sheets 5.20 Utility Adjustment Sheets ; m The i.Itility adjustment/relocation design shall accornmodary provisions For location or - foundation elements for the Future flyover bridge structure (to be colistiveted lh Phase 2) to avoid potential conflicts between proposed utility layout as part. of Please 1 design with foundations for the future flyover. 5.21 0 Selective Clearing and Grubbing Sheets -- NIA N N 5.21.1 Selective Clearing and Grubbing; m 5.21.2 Selective Clearing and Grubbing; Details 5.22 Tree Disposition Plan Sheets — MIA W 5.22.1 Tree Disposition flan Sheets — NIA m 5.22.2 Tree Disposition Plan Tables and Schedules — NIA a CO) L 5.23 Project Control Sheets 5.24 CD Environmental Detail Sheets -- NIA > 5.25 Utility Verifieation Sheets (SUE Data) z 5.26 Quality Assurance/Quality ControlCD = c 5.27 Supervision E ai ai L 6 DRAINAGE ANALYSIS Q The CONSULTANT sliall analyze and document Drainage Tasks in accordance with all applicable MallUals, guidelines, standards, handbooks, procedures, and current design inemorandums. N The CONSULTANT shall make drainage design recommen datlolls to the COUNTY for the type of drainage system that should be used for the project, i.e., closed -drainage system and/or open E roadside ditches. Once the di•alnagc system is accepted and approved by the SFWMD, and the Notice of Intent to Permit front SFWMD is received, any changes to the system, requested by the ;o COUNTY, shall be considered as Additional Services. The CONSULTANT is responsible for Q A-35 Packet Pg. 353 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 CONSU L`l'ANT shall coordinate fully with the ,ippropriatc permitting agencies and COUNTY staff. -All activities and subivittals should lie coordinated through the COUNTY's Project Manager. The work will include tilt engineering analyses for any Oi' all the rallowing: 6.1 Drainage Analysis 6.1.1 Drainage Map Hydrology The CONSULTANTshall create a post -condition working drainage basin map to be used in defining the system hydrology, This neap shall incorporaw drainage basin boundaries, existing survey and/or LIDAR and field observations, as necessary, to define the system. Basin delineations shall also inclLide any existing collection systems in a logical mannerto aid in the development ofthe hydraulic model. Include coordination hours needed to convey drainage hydrologic featUrCs onto produced drainage maps. Examine all adjacent property outfall points to determine whether accommodations for offsite drainage roust be incorporated into the project drainage system. 6.1.2 Base Clearance Calculations 'Pine CONSULTANT shall analyze, detennine, 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 dralils, flaoclplains, 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 fond Sithig Analysis and Report —(See 9.0 PD&E Reevaluatinns and Technical Support) Evaluate three pond site alternatives each for: one (1) Stoririwater Management Facility for PD&E Basin Randall, and one (1) 1{loodplain Compensation site, using a preliminary hydrologic analysis, Verify sufficient capacity in existing Stormivater Management Facilities for finmokalce Basins S and 9. Document the results and coordination for all the project's pond site analyses. 6.1.4 Design of Cross Drains — NIA 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 cliannel lining, design of side draiinpipes, and documentation. (resign of linear stormwater manageirienl facilities in separate task.) Design Canal Re-aligninent. All right of way acquisition (for Phase I and Phase 2) is included in the Phase I interim Improvement, The Phase 2 Ultimate Improvement will trigger the need to realign the Cocohatchce Canal and extend the existing box culvert along; the Corkscrew Canal which is under Immokalee Road. This task includes preliminary Cocoliatchee Canal realignment analysis limited to cross sectional area and voluille calculations so that the additional right of way limits Call be identified. A-36 d s V M Q Packet Pg. 354 6.1.6 Design of Stormwater Management Facility (Offsite or Infield fond) Design or one, stornrwater management facility for PD&E Basin Randall to meet requirements for stormwater quality treatment, attOM12tloll and aesthetics. Develop proposed pond IayoUt (colttrlbuting drainage basin, shape, contours, Slopes, volumes, tie-ins, ,etc.), perfOrlla r01,1011g, pallutant/ntttricnt loading; calculations, recovery calculations, design the outlet control structure and bLloyancy calculations For pand liners when necessary, Assume one pond design. Additional pond(s) design is considered an Optional Service if requested by the COUNTY. Fees For this ilelrt are not included in the negotiated contract fees. If this item is determined necessary and is requested by the COUNTY, scrape 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 he utilized for fec determination. 6.1.7 Design of Stormwater Management racility (Roadside Treatment Swales and Linear Ponds) - NIA 6.1.8 Design of liloodploin Compensation Design of one floodplain compensation facility for PD&E Basin Randall. Determine floodplain encroachments, coordinate with regulatory agencies, and develop proposed m cornpensation area layout (shape, contours, slopes, volumes, etc.). Document the design following the requirements of the regulatory agency. Assumes "Cup for Cup" _ (valLtnre For volume) approach. Assume one pond design. Does not include watershed � modeling. Additional pond(s) design is considered an Optional Service if requested c by the COUNTY. Fees for this item are not included in the negotiated contract fees. N If this item is determined necessary and is requested by the COUN'ry, 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 CD determination. 6.1.9 Design of Storm Drains Delineate contributing, drainage areas. dotcrmine runoff, inlet locations, and spread. a Calculate Hydraulic lasses (friction, utility conflict and, if necessary, minor losses). y Determine design tailwater and, ifnecessary, 0L[tlCt Seoul- pl'ote 6011. G 6.1.10 Optlooni Culvert Material > Determine acceptable options for pipe materials using the Culvert Service Life m Estimator, Z x 6.1.11 French Drain Systems — NIA 6.1.1 la Existing French Drain Systems — NIA L 6.1.12 Drainage Wells — NIA Q 6.1.13 Drainage Design Documentation Report Compile drainage design documentation into report format. Include documentation 4 for all the drainage design tasks and assuciatcd meetings and decisions. `m 6.1.14 CD Bridge Hydrtatalic Report — NIA E 6.1,15 s Temporary Drainage Analysis Q A-37 Packet Pg. 355 Evaluate and address drainage to adequately drain the road and maintain existing offshe drainage during all constructions phases. Provide documentation. 6.1,16 Cost Estimate ea +L-' Prepare cost estimates for the drainage components. v 6.1.17 Technical Special Provisions / Modified Special Provisions — NIA 6.1.18 Hydroplaning Analysis — N/A d G ,F 0 6.1.19 Existing Permit Analysis Data gathering includin deskio analysis of local, state and federal Drainage ern its. g g S p' y g P 0 Q. 6.1.20 Other Drainage Analysis — N/A !Z Includes all efforts for a drainage task not covered by an existing defined task, 0 6.1.21 Noise Barrier Evaluation —NIA as 6.1.22 Field 11eviews 6.1.23 Technical Meetings > m Meetings with COUNTY staff, regulatory agencies, local governments such as W leetings with the Water Manageltient District, FDEP, etc. 6.1.24 Environmental Look -Around Meetings Convent a meeting with COUNTY staff, regulatory agencies, local governments and 0 N other stakeholders to explore watershed wide stornlwater needs and alternative permitting approaches. 6.1.25 Quality Assurance/Qualllty Control 6,1,26 lndeperident i'e.er Review —N/A d 6.1.27 Supervision 6.1.28 Cnordination y 6.2 DRAINAGE PLANS 0 = The CONSULTANT shall prepare Drainage plan sheets, notes, and details. `i`lle plans shall d ml include the Following sheets necessary to convey the intent and scope ofr`the project for the z purposes of construction. X. 6,2,1 Drainage Map E Prepare post -development condition Drainage Maps for Phase i of the project. � L 6.2.2 a Bridge Hydraulics Recommendation Sheets — NIA Q 6.2.3 Suininary of Drainage Structures 6.2.4 ti Optional Pipe/Culvert Material 4 N 6.2,5 Drainage Structure Sheet(s) (Per Structure) 6.2.6 d Misrellancous Drainage Detail Shects E 6.2.1 Lateral Ditch Plan/Profile (for Cocohatchee Canal Re -alignment) — NIA Q 6.2.8 Lateral Ditch Crass Sections — NIA .A-38 Packet Pg. 356 6.2.9 Retention/Detention Pond Detail Sltoct(s) 6.2,16 Retention Pond Cross Sections 6.2.11 Erosion Control flan 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 1r 1511HIBOWlRI The CONSULTANTshall identify utility facilities and secure agreements, utility work schedules, N and plans fi'otn the Utility Agency Owners (UAO) ensuring all conflicts that exist between utility m facilities and the C:OUNTY's construction project are addressed. The CONSULTANT shall follow FDOT and COUNTY standards, policies, procedures and design > criteria. COUNTY standards are 00 located at: http://www.coll.ici o.v.,ner/yow-- off. vei,iiinenf/divisions-s- waterlLrtilitieS-standards-manual c 7.1 Utility Kickoff Meeting 0 Before any contact with the UAO(s), the CONSULTANT shall meet with the COUNTY N Transporsation 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. tY 7.2 Identify Existing Utility Agency Owner(s) The CONSULTANT shall identify all utilities within and adjacent to the project lintlts that a, may be impacted by the project. iz 0 7.3 Make Utility Contacts = d 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, bequest type, size, location, easements, and cost for relocation if reimbursement is claimed. bequest the voltage level for power lines in the project area. Send UAO requests for reimbursement to COUNTY for a legal opinion. Include the inecting schedule (if applicable) and the design schedule. Include typical meeting agenda. If scheduling a meeting, give 3 weeks advance notice. Second Contact: At a minlmum of 4 weeks prior to the meeting, the CONSULTANT shall c transmit a PDF of complete 60% plans attd the Utility conflict information (when applicable and in the format s-egUested by the COUNTY) to each UAO having facilities located within N the project limits, and to the COUNTY as required by the COUNTY's Project Manager. d Third Contact: Identify agreements and assemble packages. The CONSULTANT shall send E agreements, letters, the utility conflict infonnation (when applicable and in the format requested by the COUNTY) and a PDF set of plans to the f1AO(s) and the COUNTY Q including all component sets. Include the design schedule. A-39 Packet Pg. 357 7.4 Exception Processing Tile CONSULTANT shall be responsible for transinittinglcoordill atill g 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 UAK 7.5 Preliminary Utility Meeting o' L The C:ONSULTAN'r shall schedule (,time and place), notify participants, tend conduct a a lChillinat' utility mectin = with all UAO(s) having facilities located within the io ed lilllits p' y y b {) B P' .f � `° c for the purpose of presenting the pl'ojeCt, revieW the CUri-ellt deSign SClledule, e,/alltate the C utility information collected, provide follow-up in form at10ll oil cotllpensable property rights from the COUNTY Legal Office, discuss the utility work by highway oontractoroption with each utility, and discuss any Future design issues that nlay impact utilities. 'Phis is also an c opportunity for thu UAO(s) to present proposed facilities, Tile CONSULTANT shall keep accurate minutes and distribute a copy to ail attendees. m 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, N and assist in the development of file UAO(s) plans and work schedules. 1 he CONSULTANT N is responsible for motivating the UAO to complete and return the necessary documents aftor cacti Utility Contact or Meeting. v 7,7 Collect and Review Plans and Data from IJAO(s) 7 The CONSULTANT shall review utility marked plans and data individually as they al'e mi received for content. insure information from the UAO (Utility type, inalerial and size) is sent to the designer for inclusion in the plans. Forward all requests For utility reimbLlrsernetlt y and supporting documentation to the COUNTY. 0 7.8 Subordination of Easements Coordination — NIA > i 7.9 Utility Design Meeting m The CONSULTANT shall schedule (tirne and place), notify participants, and conduct a y Utility sleeting with all affected UAO(s). The CONSULTANT shall be prepared to discuss CD impacts to existing trees/vegetation and proposed landscape, drainage, traffic sigrialiration, E temporary traffic control plans ("l-'CP) (construction phasing), review the current design Iv schedule and letting date. evaluate the utility informmation collected, provide followup Q information on compensable property rights f'roln COUNTY Legal Office, discuss with each LJAO 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 ernphasis on drainage and TTCP with each UAO. The intent 04 of this mcetitlg shall be to assist the UAOs in Identifying and resolving Conflicts between CD utilities and proposed construction boron completion of the plans, including utility s 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 Q UAO. The CONSULTANT shall keep aCCurate minutes of all meetings and distribute a Copy A-40 Packet Pg. 3 8771 to all attendees within 3 days. See Task 4.5 (horizontal/Vertic:al Master Design pile) and Task 4.9 (Cross Section Design Files) for utility conflict location identification and adjustments. 7.10 Review Utility Markups & mark Schedules and Processing of Schedules & Agreements The CONSULTANT shall review utility marked tip 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 offices) 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 forexecutinn. 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 coordiliation and follow lip. This includes follow - c tip, interpreting plans, and assisting the UAOs with completion of their work scledules and agreeltlentS. Includes phone calls, face-to-face meetings, etc., to motivate and ensure the 00 UAO(s) complete and retll!'n the requirod d0CLII110nts In accordance with the project schedule. � EnsLn•e the resolution of all known conflicts. The CONSULTANT shall keep accurate � minutes of all meetings and distribute a copy to all attendees. This task um be Applied to all Phases oftile project. M 7.12 Utility Constructability Review N N. The CONSUL"CANT shall review utility schedules against construction contract time, and d phasing for cainpatibility. 7.13 Additional Utility Services aD 1= The CONSULTANT shall provide additional utility services. The CONSULTANT shall, via soft -dig, potholing or other noii-destructive method, physically obtain the horizontal and vertical location, size, type, material, and condition, of all undergl'OLlnd LltllitieS within and surrounding all proposed foundations for signal poles, light poles, retaining walls, piles, culverts, or other critical locatiaiis where foundation construction is proposed, or as directed by the COUNT"Y'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) E This includes coordination of utility design effort between the COUNTY and the UAO(s). m The CONSULTANT shall conduct additional coorditlation meetings, prepare and process Q the agreements, review tabulation of quantities, perform UW1IC 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 N design effort. This item will be added as a supplemental agreement whelp the [iced is identified. d E 7.15 Contract Plans to UAO(s) Q A-4 1 Packet Pg. 359 The CONSULTANT shall transmit the contract plans as processed For letting to the UAO(s). Transmittals to UAO(s) Inay be by certified mail, return receipt requested. 0 7.16 Certification/Close-Out 22 0 This includes hours for transmitting utility files to the COUNTY and preparation of the v Utility Certification Letter. The CONSULTANT shall certify to the COUNTY Project a, Manager 111c foll«wuing: 0 All utility negotiations (Full execution of each agreement, approved Utility Work Schedules, 0 Technical Special Provisions or Modified Special Provisions written, etc.) have been completed with arrangements made for utility work to be undetlaken and completed as o required for proper coordination with the physical construction schedule, a 0 OR o An on -site inspection was made, and no utility work will be involved. N L d Oft c Plans were sent to the Utility Companies/Agencies and no utility work is required. > m OR A No Response letter on COUNTY letter, delivered to the UAO via cel-tif-ied mail, return I-eccipt requested, documenting all failed attempts to obtain RGBs, U WS or No Conflict letter from any non -responsive UAO. M N 7.17 Other Utilities N. 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. R 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 rcg;ulatory agencies to allow a COUNTY representative to attend. The CONSULTANT shall copy in the COUNTY Project Manager cn 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 Researelt 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 P❑&E docinnents including the Type 2 Categorical Exclusion, Natural Resources `" 4i Evaluation Reporl, Contamination Screening Evaluation Report, Pond Siting Report, and a Cultural Resources Assessment Survey Report. E The CONSULTANT shall research any existing; easements or other restrictions that may exist within or adjacent to the proposed protect boundary. Project research may include but Q A-42 Packet Pg. 360 should not be limited to review of available: federal, state, and local hermit files and databases; and local government information including COUNTY and properly appraiser data. The CONSULTANT shall determine if any Sovereigtl Subrilerged lands easunlents need to be modified or acquired. An), 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 pored sites identified and Iloodplain compensatinn areas rimilting, Rom the Ponce Siting; Report (Section 6.1.3) for a total of one (1) new pond site for the Randall Basin, (lie expansion oftwo (2) existing pond sites, and one (1) new Floodplain Compensation Site.. 8.2.2 Establish Wetland Jurisdictional Lines and A.ssessnients: The CONSULTAW shall determine landward extent of wetlands and other surface welters as detailed in Rule Chapter 62-340, F.A.C., as ratified in Section 373.4211, F.S..; and Rule Chapter 62-331, li.A.0 and the State 404 Program Applicants Handbook. Collect all data and u.tornlation necessary to detennit.e the jurisdictional boundaries of wetlands and other sLn•face waters as defined by the rules Or Mgulations of each perinitting agency processing a COUNTY permit application for the project. Where reasonable and applicable, set seasonal high-water levels in acl_jacent wetlands with biological indicators Obtain a jurisdictional determination as defined by the rules or regulations of each. permitting agency processing a COUNTY pernlit application far (Ile prc,ject. Prepare aerial maps showing t.e jurisdictional bQuadaries of wetlands and other surface waters. Aerial maps shall be reproducible, of a scale of 1" = 400'oi• more detailed and be recent photography. The leaps shall show thcjurisdictional boundaries of each agency. Photocopies of aerials are not acceptable. When necessary, a wetland specific survey will be prepared by a registered surveyor auld 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 I'ianctional value of the wetlands and other surface waters. Prepare data in tabular form which includes the ID dumber 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 foi7tls 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 uC}mmilments, 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/ 11oGdplain compensation sites. A-43 m 0 M N N N. r-� d M V M Q Packet Pg. 361 8.4.1 8.4.2 No other formal species surveys are anticipated other than a gopher 10I10ise survey as long the design and eight -of -way needs are consistent with the PD&E. The CONSULTAN`f 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. Slloli[dad ditional species surveys be mandated by the permitting and/or coillmentilIg 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 tune and will be implemented vise Change Order. When applicable, the staff hourly rates established in the contract shall be wilized for fee determination. In accordance with the Type 2 CE C4I1 mAnicnts, the CONSULTANT shall review e the initipatlon requirel11ei1t& for the Florida panther and assist tilt COUNTY in � obtaining the necessary Panther Habitat Units (Pl-IUs) as mitigation far impacts to the Florida panther. 8.3 Agency Verification of Wetland Data > The CONSULTANTshall be responsible for verification of'welland and other surface water m data identified in Section 9.2 and coordinating regulltory agency field reviews, 11101llding 1~111ah2at1Q11 of AS5e5Sl71Ci1tS and ,Jurisdictional [lewrininatiolls with applicable agencies, 8.4 Complete and Submit All Required Perinit Applications M The CONSULTANT shall collect all the data and information necessary to prepare the permit N �`4., applications and obtain the environmental permits required to construct the project as � identified in the Project i]esoription and as described in 8.4.1, 8.4.2, and 8.12 (Other Perinits). � The CONSULTANT shall prepare cacti perrn'lt application in accordance with the rules � anchor regulations of the regulatory agency responsible for issuing a specific permit and/or (DI authorization to perform work. The permit application packages must be approved by the COUNTY prior to submittal to regulatory agencies. CD The CONSULTANT will !illb3l]yt all permit applications, as directed by the COUNTY. The c COUNTY will be responsible for payment of all permit fees. _ Complete and Submit sill Required Wetland Permit Applications: d >I The CONSULTANT shall prepare, complete, and submit required wetland permit m Z (i.e. El1l', Section 1104) application packages to the appropriate regulatory agencies. =I This includes applications submitted to WMDs and/or DEP. The application package may include but is not limited to attachments (i.e, project location nlap, aerials, E affidavit of ownership, pictures, additional technical analysis, etc.), a cover letter with m project description as well as completion of applicable agency forms. The Q CONSULTANT shall prepare and respond to agency RegLICst5 for Additional �I Information (RAls), including necessary revisions to the application package, All � responses and completed application packages must be approved by the COUNTY ~ prior to suEarnittal to the regulatory agencies. Geotechnical pen-nitting sliotild also be N prepared, submitted, and obtained. Complete and Submit sill Required Spteiem Pevinit Applications: M The CONSULTANT shall coordinate with FDOT District I to initiate consultation Q with permitting agencies including the US Fish and Wildlife Service and Florida. Fish A-44 Packet Pg. 362 and Wildlilc Conservation Commission, In support of agency consultation, the CONSULTANT shall provide supporting doCtrmcntation including project location map, aerials, affidavit oFownership, pictures, additional technical analysis, etc. The CONSULTANT shall also prepare, complete and submit required species per'rnit applications to the, appropriate agencies. This includes Federal and state protected species permit application packages as required, The work includes completion of application package (ix. project location reap, aerials, alftidavit of ownership, pictures, additional technical analysis, etc.), and cover letter with prqiect description as well as completion of applicable forms, The CONSULTANT shall respond to agency RAls, 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 L 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. m 8,6 Prepare USCG Permit Application — N/A 8.7 Prepare Witter Management District or Local Wetter Control District Right of Way w Occupancy Permit Applicatior) N The CONSULTANT shall coordinate with the South Florida Water Management District regarding the Cocohatclice Canal re -alignment and Ftrtur'o ROW Occupancy Permit � requirements to support the Pltase 2 ROW acquisition. 8.8 Prepare Coastal Construction Control Line (CCCL) Permit Application — N/A fle 8.9 Prepare USAGE Section 408 Application to Alter a Civil Works Project — NIA 8.10 Compensatory Mitigation Plain 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 Fnvirortmenlal Resource Permit and Section 404 permit applications. The CONSULTANT will be directed by the COUNTY to investigate the mitigation options ilia[ meet federal and state requirements in accordance with section 373.4137, F.S. Below are mitigation options: • Ptircliase of mitigation credits from a mitigation bank a Payment to DI P/WMD for mitigation services • Monetary participation in offsite regional mitigation plans a 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 Set -vice, in the event that physical creation or restoration is the only feasible alternative to offset wetland 'impacts, the CONSULTANT sliall collect all the data and d E information necessary to prepare mitigation plaits acceptable to all permitting agencies and cornmenting 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 Q A-4S Packet Pg. 363 litigation site, the CONSULTANT will provide the following services in the development of a mitigation plan: • Preliiiiiilary jurisdictioilal deters}lination f'or each proposed site Selection of alternative sites • Coordination ofalternauve sites with the COUNTY/all environmental agencies + Written narrative listing potential sites with justifications for both recomincnded and non -recommended sites. Fees for the Optional Service for physical creation or restortltion 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 utiliZcd for fee deterntinatiort. 8,11 Mitigation Coordination and Meetings d The CONSULTANT shall coordinate with COUNTY personnel prior to approaching any cnvironmental perinitting orcommenting agencies. Once a in itigation plan has been reviewed and approved by the COUNTY, the CONSULTANT will be responsible for coordinating the m proposed mitigation plan with the environmental agencies. Tile CONSULTANT will provide mitigation information needed to Update 111e COUNTY Project Manager. _ 8.12 Other Environmental Permits 0 )environmental Clearances, and Technical Support scope items arc cnilsidered N Additional/Optional Swirice if requested by the COUNTY. Fees for these items lire not included in the negotiated contract fees. If these items are determined necessary and are d requested by the COUNTY, scope and fee: will be ncgotiated 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 deterinination. W. 8,13 NE PA Re-evaluation {)cnvironmental Analysis) The CONSULTANT shall be responsible for completing Right of Way, Design Change, and CoitstrnCtian .Adveilisement re-evalUatioils in accordance with Part I, Chapter 13 of the FDOT PD&E Manual. Tile CONSULTANT shall review the approved Type 2 CC, in support of the re-evaluation coinpletion. 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 addendlnns required to support the re-evaluations. Re-evaluations will be ecinpleted in accordance with Pail 1, Chapter 13 of the PIS&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 c design changes including but not limited to typical section, aligninent, pond site location, ti right of way requirements, drainage, and traffic volumes that may affect traffic noise analysis N and modeling in accordance with the FDOT PD&E Manual. The CONSUL'rAN'f shall prepare clearances For all pond sites identified after the PD&E E Study was completed. The CONSULTANT shall perform the services necessary to clear all environmental including Cultural Resoui=s, Contamination, Wetlands, Species, and Noise Q in accordance with the PD&E Manual. A-46 Packet Pg. 364 8.13.1 Arcimeologicnl and Historical Resources Tile CONSULTANT shall prepare a Cultural Resources Assessment Survey L c Addendum to provide necessary technical information to analyze the impacts to all v cultural and historical resources due to changes in the project in accordance with Pala a, 2, Chapter 8 of the PD&E Manual. (D G 8.13.2 Wetland Impact Analysis c Tile CONSULTANT shall prepare a Natural Resource Evaluation Addendum to c provide necessary technical information to analyze the impacts to wetlands and Other Q. surface waters in accordance %vith Part 2, Chapter 9 of the I'D&E Manual due to CL Changes in the project. c .2 8.13,3 Essential Fish Habitat Iinpact Analysis — NIA N L 8.13.4 Protected Species and Habitat impact Analysis c The CONSULTANT shall prepare a Natural Resource Evaluation Adder(lulu to provide necessary technical information to analyze the impacts to all protected species —' and hahitat In accordance with Part 2, Chapter 16 of the PD&E Manual due it) cllanges m in the project. The CONSULTANT shall perform the necessary analysis to complete c agency consu tation in accordanco with Section 7 or Section 14 4f the Endangered � Species Act. 8,13.5 Contamination Impact Analysis 0 N The CONSULTANT shall prepare Contamination Screening Evaluation Addendum N for the project limits including starmwater ponds and floodplain Compensation sites as described in Part 2, Chapter 20, ofthe PD&E Manual due to changes in the project. The appropriate level of analysis and deliverable type will be approved by the tx COUNTS's Project Manager and District Contamination Impact Coordinator. The draft Level l Contamination Screening Evaluation document shall be submitted to the CD COUNTY's Project Manager for review and final approval. The CONSULTANT in shall include an evaluation of any new contamination impacts due to changes to the c project fi-om the PD&1: 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 m recommendations, figures, tables and appendices will be provided in a Level I Z Contamination Screening Evaluation [deport, _ As an Optional Service, the CONSULTANT shall provide Level 11 assessment E services. If contamination is identified within the linlils of construction, the CONSULTANT sliall coordinate with the COUNTY Project Manager to properly Q mark identified contamination areas in the plans and develop specifications as appropriate. This scope iteen 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 ill the contract shall be utilized For fee determination. E s 8.14 NEPA Re-evaluation (Engineering Analysis) o Q A-47 Packet Pg. 365 The CONSULTANT shall perform the activities that follow under Activity 8.14 as applicable to the Intersections of Ilrlmokalee Road at Randall Blvd. and Randall Blvd, at 81" St. NE For the required NEPA reevaluation efforts. This effort is included in the base services. 8,14.1 Travel Deniand Forecasting The CONSULTANT shall review die updated FDOT District One Regional Planning Mode (DJ IZPM) model to compare the model volumes to the traffic volumes from the Project TrafT'c Analysts Report (PTAR). If there are no substantial chaltiges, the traffic data from the PTAR will be used for operational analysis. In addition, the CONSULTANT' shall review the DI RPM model and will develop traffic Iur the Randall and 811' St NE, Immokalee and Wilson for the analysis years. Traffic will be developed for (lie Immokalee and Wilson Blvd with and without the Randall Blvd bridge. The No -Build and Build VOJunles developed for the intersections will be consistent witli the PD&F forecasting years as part of the reevaluation, The updated AADT for the Opening and Design years will be used for ESAL development as parr of the Pavement )design, 8,14,2 Traffic Analysis The CONSULTANT will review the following Traffic 1 uparts and Planning studies; m • PTAR For HID: 435368-1 = • Traffic Report for (lie Randall Blvd � • Wilson Boulevard Corridor Study c M N N 9.14.2.1 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 FIND 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 an volume and context classification. The recommended alternative alternatives would alsn niect the purpose and need for the Project in accordance with Part 2, Chapter 3 of the 11D&E Manual, The CONSUITANT shall present to COUNTY staff its preliminary findings fi-om = the data collection and traffic studies, The CONSULTANT shall allow a maximum of 20 busiltess days in the schedule for the COUNTY to review and approve the E proposed recommended alternatives as part of the re-evaluation. L 8.14,21 Operational Evaluation of No-13tdid and Build Alternatives Q The CONSULTANT will analyze the operational performance of the PD&e No - Build And Build Preferred alternative with any feasible alternatives) along with the intersections of (lie Randall Blvd and 8"' 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 E analysis will Also include evaluati0t1 ofaccess management and rctincinent of design U concepts in relation to traffic safety and operational efficiency within the study area. Q The CONSULTANT will evaluate the operational effectiveness of build Altematives A-48 Packet Pg. 366 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 waving associated with the Randall Bridge tie-in to Immokalee Road. Two (2) alternative concepts will he developed on the intersection configuration. As part of the analysis the Wilson Blvd Corridor Study will be considered. "I'Itese concept layouts will help identily the potential right-ol=way needed along the Immokaice Road and within the Iinmokalee/Wilson Blvd intersection area of it,nuence, 8,14.2.3 Project Traffic. Analysis Report N L The CONSULTANT will prepare a Project Traffic Analysis Deport (P,rAR) as part of the re-evaluation as described in Pail 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&E3 alternative and Will lie discussed in the report. 'rile PTAR 00 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. 0 8.14.3 Traffic Data for Noise Study N The CONSULTANT will provide the following updated data for each road segment (i.e. intersection to intersection), for the existing year, 2025 opening year, acid the 2045 design year for Build and No -Build Alternatives if necessary; • Lovel of Service (LOS) C directional hourly volumes. Demand peak hourly volumes (peak and off-peak directions). + Existing and proposed posted speed. 0 Percci7tage of heavy trucks (HT) in the design hour, ! Percentage of medium trucks (MT) in the design Hour. + Percentage of buses in the design hour. a Percentage of Motorcycles (MC) in the design hour, 8.14.4 rrame Data for Air Quality Analysis The CONSULTANT will review and Litilize the updated traffic data if necessary for the air gUahty analysis Which will lnelude the i011C)Wing: * Intersection type and approach speed. • Intersections — peak hour volumes for each approach. 8.14.5 Safety Analysis 8.14.5.1 Crash Data E s The CONSULTANT will obtain the most recent five (5) years of available data from FDOT's crash database and other local sources for this prgJect. The crash data will Q A-49 Packet Pg. 367 include the number and type of crashes, crash locations, number of fatalities and injuries, and estimates of property damage and economic loss. 9.14,52 Data Driven Safety Analysis The CONSULTANT will perform safety analysis as part of the reevaluation in accordance with Pala 2, Chapter 2 orthc PD&L Manual. Based on the information obtained from the crash data, the CONSUI_.TANT will identify project safety needs associated with the existing and future conditiots. The CONSULTANT will use the Highway Safety Manual (HSM) procedures or CM1; comparison if needed to estimate the safety performance of the Project alternatives (PD&G alternative, Recommended alternative and No-13tlild alternatives. 8.14.5.3 Safety Analysis Documentation c O The CONSULTANTr will doctnnent the results of the safety analysis in the PTAR to suppoil 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 fmmokalee (toad and Wilson Blvd. 8.15 Section left intentionally blanic — N/A m 8.16 Asbestos Survey- N/A 8.17 Technical Meetings c 8,18 Quality Assurance/Quality Control M N N 8,19 Supervision 8,20 Coordination d 9 STRUCTURrS -SUMMARY AND MISCELLANEOUS TASKS AND ,DRAWINGS The CONSULTANT shall analyze, design, and develop contract dnCtln1elltS for all structures in accordance with applicable provisions as defined in Section 2.21 Provisions for Work. Individual CD tasks identified in Sections 9 through 18 are defined in the Staff Hour Estimmion Handbook and > within the provision defiinEd in Section 2.21 Provisions For Work, Contract documents ~Ball display m economical solutions for the given conditions. Z x The CONSULTANT shall provide Design Documentation to ilia COUNTY with each submittal a colisisting of structural design calculations and other supporting documentation developed during E the development of the plans, The design calculations submitted shall adequately address the complete [Icsign of all structural elements. These calculations shall be neatly and logically Q presented on digital media or, at the COUNTY°s request, on & /2"xl l" paper and all sheets shall be numbered, The final design calculations shall be signed and sealed by a Florida -licensed professional engineer, A cover shect indexing the contents of the calculations shall be included and the engineer shall sign and seal that sheet. All cnmPutcr programs and parameters used in the design 0' calculations sliall include sufficient backup information to facilitate the review task. 9..1 Key Street and Index of Drawings — N/A m 9.2 Project Layout — N/A Q A-50 Packet Pg. 3 8771 9.3 General Notes and Biti Item Notes— NIA 9.4 Miscellaneous Common Details — N/A 9.5 Incorporate Report of Gore Borings — NIA L y.+ c 9.6 Standard Plans- [fridges — NIA 0 � 9.7 Existing Bridge PInns — If available. o 9.$ Assemble Plantirnmary Boxes and Quantities — NIA o 9.9 Cost Estimate c L 9.10 Technical Special Provisions and Modified Special Provisions C 9.11 Field Reviews c 9,12 Technical Meetings N L 9.13 Quality Assurance/Quality Control 9.14 Independent Peer Review ; 9.15 Supervision m — 9.16 Coordination 10 STRUCTURES -BRIDGE TECHNICAL MEMO M N N 'fhe CONSUL'I'ANl' shall prepare a Bridge Technical Memo (i3TM). The BIN shall be submitted as hart of the Phase I Roadway Submittal, General Requirements. d) The Preliminary Engineering Report (PER) included in the PD&F study provides conceptual layout Of the future grade separated flyover bridge (which to be designed and constructed as pail of Phase 2). The CONSULTANT shall develop this BTM to refine the flyover bridge concept and provide concept plans for the Ilyover. The intent of developing concept plans is to determine location of the piers and anticipated footprint of the f6tuidations for the future tlyover. The concept plans will be subsequently used to determine extent of Right -of -Way acqul5ltloll and coordination of the utility work to avoid potential conflicts with future bridge foundation. Outline for elements of tile filture 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 — NIA 10.3 Ship Impact Criteria -- N/A Superstructure Alternatives c" 10.4 Short -Span Concrete — NIA E s 10.5 Medium -Span Concrete � Q A-51 Packet Pg. 369 Provide a narrative For extension of Bridge Culvert 034063 (CR-846 over Corkscrew Canal). The prclitninary guainetry 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 ofthe [tight -of -Way aCgUiskion to be performed as part of Phase 1. See Activity 6.1.5 for paratneters to be considered for the canni realignment. 10.6 Long Span Concrete — NIA PD&C study indicates that use of long span concrete bridge ntay not be ioasible due to the roadwily curvature and spans lengths exceeding 150 feet. A brief narrative of this exclusion will be included in the B,rm. 110.7 Structural Steel includes evaluation of a steel superstructure option with skewed piers . Only one span L configuration and substructure arrangement wil I be included ill the exhibits. m Foundation and Substructure Alternatives — 10.8 Pier/Bent 10.9 Shallow Foundations / GRS Abutments — N/A o CO) 10.10 Deep Foundations N Includes evaluation of deep foundation (prestressed concrete piles and drilled shafts) options. 'a Movable Span — NIA � d 10.11 Data Collection and Design Criteria a 10,12 Movable Span Geometries and Clearances L 10,13 Deck System Evaluation d 10.14 Framing Plan Development m 10,15 Main Girder Preliminary Design = 10,16 Conceptual Span Balance/Counterweight � 10.17 Support System Development as L 10,18 Drive Power Calculations Q 10,19 Drive System Development ti 10.20 Power and Control Development N 10.21 Conceptual Pier Design CD 10.22 Foundation analysis (FL PIER) 10.23 Tender Visibility Study Q A-52 Packet Pg. 370 Other BTM Issues 10.24 Aesthetics — NIA o` U 10.25 TTCP/Staged Construction Requirements a, .N 10.26 Constructobility Requirements o 10.27 Load Rating for Damaged/Widened Structures — NIA ° 10,28 Quantity and Cost Estimates o Qttantities and cost estimates f'or Phase 2 structures will be based on the FDOT BridgeCL Q. Development Report (BDR) bridge cost estimate spreadsheet for conventional projects. c 10.29 Quantity and Cost Estimates - Movable Span — N/A a L 10.30 Wall Type Justification Includes evaluation of permanent and temponvy walls needed for construction of the Phase 2 flyovet• bridge. Exhibits will include a preliminary wall layout (plan) for permanent walls m at the bridge approaches. Report Preparation I0.31 Exhibits 0 N Preliminary Plains ('To be included as an appendix to the BTN4; sepatrate Phase 2 Sti•u WNW N component plan set submittal not required) d 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 —1{ lyover 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 far Bridge No. 034063 (culvert) 10.32 Exhibits Movable Span — NIA 10.33 Report Preparation 10.34 Report Preparation - Movable Span — N/A 10.3513TM Submittal Package PI•ehminary geoteclinicai investigations report shall lac inclucled as part of the B'C'NI N preparation. A-S3 d E s V M r r Q Packet Pg. 371 11 STRUCTURES -TEMPORARY BRIDGE — NIA 12 STRUCTURES - SHORT SPAN CONCRETE BRIDGE — NIA 13 STRUCTURES - MEDIUM SPAN CONCRETE BRIDGE — NIA 14 STRUCTURES - STRUCTURAL STEEL BRIDGE — NIA 15 STRUCTURES - SEGMENTAL CONCRETE BRIDGE — NIA 16 STRUCTURES - MOVABLE SPAN — NIA 17 STRUCTURES - RETAINING WALLS The CONSULTANT shall prepare plans for Retaining Wall(s) as specified in Section 2.5. General Requirements 17.1 Ivey Sheet —NIA 17.2 Horizontal Wall Geometry Permanent Proprietary Walls — N/A 17.3 Vertical Wail Geometry 17.4 Semi -Standard Drawings 17,5 Wait Plan and Elevations (Control Drawings) 17.6 Details Temporary Proprietary Walls — NIA 17.7 Vertical Wall Geometry 17.8 Semi -Standard Drawings 17.9 Wall Plan and Elevations (Control Drawings) 17.10 Details Cast-lii-I'lace Retaining Walls This scope item (Including 17.11 — 17.16) is per wall and is considered an ❑ptional Service if requested by the COUNTY. f ces 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. Tee is based on the incorporation of FOOT Index 400-01 1 gravity walls. One gravity wall is included in the fee far Optional Services. A-54 L 0 U _ .N d 0 0 0 Q Q C 0 m L d c m 0 0 M N N N. d E s 0 0 r Q Packet Pg. 372 17.11 Design 17.12 Vertical Wall Geometry L y.+ 17.13 General Notes 0 U 17.14 Wall Plan and Elevations (Control Drawings) az 17.15 Sections and Details G 17.16 Reinforcing Bar List 0 0 L Otller Retaining Wtlils and BL1110eads — N/A 1? C 17.17 Design _ 0 17.18 Vertical Wall Geometry L 17.19 General Notes, Tables and Miscellaneous Details d 17.20 Wall Plan and Elevations > m 17.21 Details 0 18 STRUCTURES —MISCELLANEOUS M N N The CONSULTANT shall prepare pla s Fot' KSCel la11=1S St1'LIC1111'e(S) AS Sl7ecifie l In Section 2.5.CD N Concrete Box Culverts — NIA 18.1 Concrete Box Culverts w i Concrete Box CL1lvert5 Extensions y _ 18.2 Concrete Box Culvert Data Table Plan Sheets in L 18.3 Concrete Box Culvert Special Details Plan Sheets = Strain Poles. — NIA 18.4 Steel Strain Poles 18.5 Concrete Strain Poles 18.6 Strain Pole Data Table flan ,Sheets 18.7 Strain Pole Special Details Plan Sheets Mast Arms d 18.8 Mast arms s Includes design of E;DOT standard MRSL arra assemblies per FSOT Index Nos. 649-030 and Q 649-031 ForeaCll location idenlificd under Activity 23, A-55 Packet Pg. 373 18.9 Mast Artns Data Table Plan Sheets 18.10 Mast Arms Special Details Plan Sheets This scope item is considered an Optional Service if irequested by the County. Pees Far this item are not Included in (lie negotiated contract fees. If This item is determined necessary and is requested by the Comity, scope and fec will be negotiated at that time and will be implemented via Change Order, When applicable, the surf hotirly rates established in the contract shall be utilized for fee determination. Overhead/Cantilever Sign Structure — NIA 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 — NIA 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. Pees 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 in rY 0 M N N N. CD E s V M Q Packet Pg. 374 Special Structures 18.27 Fender System — N/A 18.28 Fender System Access — NIA, 15,29 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 trees (rice is per each foundation design), If'this item is determined necessary and is rcqucstcd by the COUNTY, a Notice to Proceed will be issued to eXecute this work. One special fOtlndatlon design is InClUded In the fee for Optional Services. � C O 18.30 Other Structures — NIA as 18.31 Condition Evaluation of Signal and Sign Structures, and High Mast Light Poles — NI,A 18.32 Condition Evaluation of Signal and Sign Structures, atld High Must Light Poles (No > As built or Design Plans Available) — NIA 00 1.8.33 Analytical Evaluation of Signal and Sign Structures, and High Mast Light Poles - _ NIA w 18.34 Ancillary Structures Report - NIA M N N N. 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 CD design memorandums. a 19.1 Traffic Data Analysis c The CONSULTANT shall review the approved preliminary engineering report, typical CD sections, trarf ctechnlcal mcnioranduin and proposed geometric design alignment to identify proposed sign placements and roadway markings. Pei -Form queue analysis. MIm- 1.9.2 Z No Passing Zone Study — NIA = 19.3 c Reference and Master Design File E as The CONSULTANT shall prepare the Signing & Marking Design file to include all necessary design elements and all associated refetence files. Q 19,4 Multi -Post Sign Support Calculations The CONSULTANT shall determine the appropriate column size fi'o111 [Ile I"UOT's Multi- N Post Sign Program(s). 19.5 d Sign Panel Design Analysis s Establish sign layout, letter size and series rot' non-standard suns. Q 19,6 Sign Lighting/Electrical Calculations — NIA A-57 Packet Pg. 375 19.7 Quantities 19.8 Cost Estimate 19.9 Technical Special Provisions and Modified Special Provisions 19.100ther 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 m The CONSULTANT shall prepare a set of Signing and Pavement Marking Plans in accordance with all applicable manuals, guidelines, standards, handbooks, procedLIMS, mid current design M memorandums that includes the following. 0 20.1, Key Sheet N N 20.2 General Notes/Pay Item Notes d 20.3 Project Layout ; 20.4 flan Sheet W 20.5 Typical Details — NIA 20.6 Guide Sign, Work Sheet(s) CIO 20.7 Traffic Monitoring Site— as required 0 = 2.0.8 Cross Sections d >I 20.9 Special Service Point Details— N/A to z 2 20,10 Special [details — NIA cl m 20.11 Interim Standards — N/A m 20.12 Quality Assurance/Quality Control a� The CONSULTANT shall be responsible for Elie professional quality, technical accuracy and c coordination of traffic design drawings, specifications and other services Furnished by the � CONSULTANT under this contract, The CONSULTANT shall provide a Quality Control cm 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. Tile d CONSULTANT shall describe how the checking and review processes are to be dociiniented s to verify that the required procedures were followed. The Quality Control flan may be one utilized by the CONSULTANT as part oftheir normal operation or it may be one specifically Q designed for this project. A-58 Packet Pg. 376 20.13 Supervision 21 SICNALIZATION ANALYSIS Tile CONS ULTANT1" shall analyze and dncutnent Signalization Analysis Tasks in accordance with all applicable matnusls, pilidelines, standards, handbooks, procedures, and current design o memorandums. c 21,1 Traffic Data Collection —arequired c L 'rho CONSULTANT shall perform all erfort regUired fbr traffic data collection, including a crash reports, 24 hr. machine counts, 8 hr. Wl-llillg movement counts, 7-day machine counts, c and speed & delay studies. C 21.2 Traffic Data Analysis L The CONSUUJ'AN l shall determine signal operation plan, intersection geolnetry, local d = signal timings, pre-emption pleasing & timings, forecasting traffic, and Intersection analysis Rill. m 21.3 Signal Warrant Study — N/A 21.4 Systems Timings W The CONSULTANT sliall assist the COUNTY staff with determining proper coordination timing plans including splits, Force Qfrs, offsets, and preparation of Time Space Diagram. N Timings will be performed by the COUNTY. 21.5 Reference and Master Signalization Design File CD The CONSULTANT shall prepare the Signalization Design file to include all necessaly (D design elements and all associated reference Files. 21.6 Reference and Master Interconnect Communication Design File m CO) The CONSULTANT sliall prepare the Interconnect Communication Design file to include 0 all rlecessai), design elements and all associated reference Files, CD 21.7 Overhead Street Name Sign Design m1 The CONSULTANT shall design Signal Mounted Overhead Illuminated Street Narne signs. _ 1 21.8 Pole Elevation Analysis CD 2 t.9 Traffic Signal Operation Report — NIA 4) L 21.10 Quantities Q1 21.11 Cost Estimate 21.12 Technical Special Provisions and Modified Special Provisions ti N The CONSULTANT shall meet the latest version of the Collier County Signalization Technical Special Provisions, CD E 21.13 Other Signalization Analysis s Q The CONSULTANT is required to incorporate into the proJCCt tilt following e1e111011ts.. A-59 Packet Pg. 377 Closed Circuit Television (CCTV) Cameras (as necessary) — the specification for these devices can be found on Collier County's website at hitp:llwivrv..cQllicr og_v.rtetlyour- governmrnydiyisions-s-zltrafhc-otserationsltraffic-technical-special-provisions 0 Vehicle De;teciictr (Inductive loops or radar deteetion, as required); web address for these 0 specifications is above. a� QUelre Analysis — Determine auxiliary lades Capacity G Any additional Technical Special Provisions (must be approved by Traffic Operations o Engineers) > 0 21.14 Field Reviews a The CONSULTANT shall collect information from the maintaining agencies and cailduet a W a field review. Thereview should include, but is not limited to, the following: • Existing Signal and Pedestrian Phasing m d • Controller Make, Model, Capabilities and Condition/Age c ■ Condition of Signal Stl'llcttlre(s) • Type of Detection as Compared with Current District Standards m • Interconnect Media • Controller Timing Data = 21.15 Technical Meetings N 21.16 Quality Assurance/Quality Control CIq The CONSULTANI' 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. 4) The CONSULTANT shall provide it Quality Contra] Plan that describes the procedures to I d be utilized to verify, independently check, and review all design drawings, specificatiolrs and a, other services prepared as a part of the contract. y The CONSULTANT shall dcscribc how the checking and review processes are to be 0 documented to verify that the required pracedures were followed. The Quality COlitr0I Plan >r may be one utilized by the CONSULTANT as part of their normal operation, or it may be m one specifically designed tar this project. _ 21.17 Independent Peer review I CD 21.18 Supervision L 21.19 Coordination 22 SIGNALIZATION PLANS The CONSULTANT shall prepare a set of Signalization I'lans in accordance with all applicable E manuals, guidelines, standards, handbooks, procedures, and current design meinorandurns, which � includes the fallowing: Q • In,niukalee Road -landau Blvd. Intersection A -GU Packet Pg. 3 8771 • Randall Blvd.- 8th Street NE Intel'sectlon • Left on Immokalec 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 Traffie Monitoring Site — as required 22.6 Guide Sign Worksheet 22.7 Special Details 22.8 Special Service Point Details — NIA 22.9 Mast Arm/Monotube Tabulation Sheet 22.10 Strain Pole Schedule — NIA 22.11 TTCP Signal (Temporary) 22.12 Temporary Detection Sheet 22.13 Utility Conflict Sheet — NIA 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 wider 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 CONSULTANTshall describe 11ow 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 nccot-dance with all applicable manuals, guidelines, standards, handbooks, procedures. and current design nleinorandurns. 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 f"or Randall Boulevard and Inimokalee Road. The report shall be submitted under a separate cover with the 60% plans submittal. The report shall provide analyses for each signalized m 0 M N N N. CD s V M Q A-G 1 Packet Pg. 379 intersection lighting design and each typical section orthe mainline and arterial roads. Each lighting calcillation shall be properly identifcd as to the area that it covers. The report shall include the Lighting Design Criteria that will be (Ised. For projects with corridor lighting, the report shall include the evaluation ofoltc lighting; design alternative to be coordinated in conjunction with the Collier County Traffic Operations Section. The report shall provide a reconinlendation oil the akl'natlVe to LISC. Each alternative Shall be properly described; (lie alternatives shall consider different pole heights, lamp wattage, and arill Icnlnhs. Each alternative shall be provided with a cost estiniate that includes initial cost in addition to operations and maintenance cost for one year. After approval ofthe preliminary report, the CONSULTANT shall subinit a revised report Q. For each submittal. The Lighting Design Analysis Report shall include; e=a • Lighting CLICUlatiorls c • StrL1CtUral CalCUlatiollS fOl' SI]CClal conventional pole Concrete folrndations if required N • Letter to the power coltlpany requesting service; r Powcr colnpany confirmation letter on the requested services • Voltage drop calculations > • Load analysis calculations For each brunch circuit m _ 23.3 Voltage Drop Calculations W The CONSULTANT shall stibrnit voltage drop calculations showing the equation or CO) egUationS used along with the 1lUniber of lunlinal'ies Per circuit, the length of each circuit, the N size condLICtororcondLICtUrs used, alid their U11111 resistance Va[UeS. The voltage drop incurred ail each circuit (total volts and percentage of drop) shall be calculated, and all work accessary to calculate the voltage drop values for each Cirruit should be presented in such a Manner as to be duplicated by the COUNTY. The Voltage Drop Calculations shall be subtuitted as part of the Lighting Design Analysis ml Report. _ al 23.4 FDEP Coordination and Report — NIA c 23.5 Reference and Master Design Files CD The CONSULTANT shall prepare the Lighting Design file to include all necessaiy design ml elements and all associated reference files. Z 2 23.6 Temporary blighting — NiA, by the CONTRACTOR, if required -WI 2.3.7 Design Documentation - NIA; included in LDAR m as 23.8 Quantities L QI 23.9 Cost Estimate o 23.10 Technical Special Provisions and Modified Special Provisions a� P7 N 23.11 Other Lighting Analysis — NiA 23.12 Field Reviews as E s The CONSULTANT small collect information 11'orn the IlMintaillillp, a8ellcie5 find COnCILICt a field review, 'I'he review should include but is ant liinited to the following: Q A-62 Packet Pg. 380 • Existing Lighting 1=.quipment • Load Center, Capabilities and Condition/Age • Condition of Lighting Structures) • 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 m — inanuals, guidetnles, standards, handbooks, procedures, and current design memorandums. _ 24.1 Key Sheet 24.2 General Notes/Pay Item Notes 0 N 2.4.3 Pole Data, Legend & Criteria N 24.4 Service Point Details 24.5 Project Layout � 24.6 flan Sheet i 24.7 Special Details in L 24.8 Temporary Lighting Data and Details — N/A 24.9 Temporary Traffic Control Plan Sheets — N/A >1 24,10 Interim Standards — N/A m z 24,11 Quality Assurance/Quality Control xi The CONSULTANT shall be responsible for the professional quality, technical accuracy and _ E coordination of traffic design drawings, specifications and ether services furnished by the 4) CONSULTANT under this contract. ap The CONSULTANT shall provide a Quality Control Plan that describes the procedures to c be utilized to verify, independently check, and review all design drawings, specifications and other services prepared as a part of the contract, The CONSUL I'ANT shall describe how the N checking and review processes are to be documented to verify that the required procedures i were followed. The Quality Control Plan may be one utilized by the CONSULTANTas paid d of their normal operation, or it may be one specifically designed for this project. 24.12 Supervision Q A-63 Packet Pg. 381 25 LANDSCAPE ANALYSIS The CONSULTANT shall analyze and document Lattclscape Architecture Tasks in accordance with v all applicable manuals, guidelines, standards, handbooks, procedures, and current design a, memarandutns. N d 0 25.1 Data Collection — NIA c 25.2 Site Inventory and Analysis for Proposed Landscape — NIA c L 25.3 Planting Design — NIA C 25.4 Irrigation Design — NIA c 25.5 Handscape Design N L Landscape/Irrigation Mans are not included in this Scope of' Services. c 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, m non -mountable Type F curbing and brick pavers at the median ends. Specification and references in "Landscape and Irrigation Specifications for Beautification linproveinents" are = Found in the Collier CoUnty's Right of Way Manual, Plans will be reviewed by Collier � County Landscape Design and Maintenance Staff. c M 25.6 Roll Plots -- N/A N N N 25.7 Cost Estimates — N/A a CD 25.8 Technical Special Provisions and Modified Special Provisions — N1A 25.9 Inspection Services —N/A aD Wi 25,10 Other Landscape Services — NIA 25.11 Outdoor Advertising — NIA I- O 25.12 Field Reviews — NIA = m 25.13 Technical Meetings I Public Meetings - NA m� 25.14 Quality AssnrancelQuality Control = i 25.15 Independent Peer Review - NA CD 25.16 Supervision 4) L 25.17 Project Coordination Qi 25,18 Interdisciplinary Coordination 26 LANDSCAPE PLANS — NIA CD E s 26.1 Key Sheet — NIA o 26.2 Tabulation of Quantities and Plant Schedule — NIA Q A-6 4 Packet Pg. 382 26.3 General Notes— NIA 26.4 Tree and Vegetation Protection and 11elocati0n Plans and Tree Disposition Plans - NIA 20.5 Planting Plans for Linear roadway Projects — NIA 0 = 26.6 Planting Plans (interchanges and Toll Plazas) NIA 26.7 Planting Details and Notes NIA o 26.5 irrigation Plans for Linear Roadway Project — NIA 0 26.9 Irrigation Plans for Interchange and Toll Plazas — NIA a 2 6. 10 Irrigation Details and Notes — NIA. 0 c 26.11 Hardscape Plans — NIA 26,12 Hardscape Details and Notes L 26.13 Landscape Maintenanee Plan — NIA 26.14 Quality Assurance/Quality Control — NIA 00 26.15 Supervision — NIA = 0 0 M 27 SURVEY04 N N. The CONSULTANT shall perform survey tasks in accordance with all appl icable statutes, manuals, guidelines, standards, handbooks; procedures, Lind current design memoranda. The CONSULTANT shall submit all survey notes and compLitations to doCLIIllent the surveys. All WI field survey work shall be recorded in aplroved media and submitted to the COUNTY. Field books d 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. C.0 The survey notes shall include documentation of decisions reached From meetings, telephone conversations or site visits. All like work (such as belch 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 corkers, aligi-imcnt control paints, alignment control reference poiiats and certified section corner references. The COUNTY may instead require that tl]csc points be surveyed by true line, traverse or parallel offset ov Global Posirimoing Vyslems (GP,V) procedures. 27.1 Horizontal Project Control (I•IPC) Q 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. 04 27.2 Vertical Project Control (VPC) E s Establish or recover VPC, for the purpose ofestablishing vertical control on datum approved by the COUNTY Project Manager; may include primary or secondary vertical control points, Q Includes analysis and processing of all field collected data, and preparation of forms. A-65 Packet Pg. 383 27.3 Alignment and/or Existing Right of Way (111W) Lines EstabIish, recover or re-establish project alignment. Also includes analysis And processing of all Feld collected data, existing maps, and/or reports for identirying mainline, offset, or _ secondary alignments. Depict alignment and/or existing K/W lines (lit required Format) per v COUNTY IVW Maps, Flatted or dedicated rights of way. e a� 27.4 Aerial Targets -- N/A o 27.5 Reference Points o Reference Horizontal Project Control (HPC) points, project alignment, vertical control c points, section, Vi section, center of section corners and General Land OFri re (G.lr.0 corners a as required. C 27,6 Topography/Digital Terrain Model (DTM) (3D) a� 27.7 Planimetrie (2D) L d Locate all above ground features and iinprovements. Deliver in appropriate electronic Format. 5 Effort includes field edits, analysis and processing of ail field collected data, existing maps, and/or reports. m 27.8 Roadway Cross Sections/Pro>frles -- N/A 27.9 Side Street Surveys Refer to tasks of this document as applicable. N N 27.10 Underground Utilities N 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 oil points as needed for designates and locates. Includes analysis and processing of all Field collected data, and delivery of all appropriate eiectrdLlic 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 ](now exactly where all existing underground utilities and ]nrrastructttre are located in areas that work wiI l 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 13) within the entire limits of the project corridor. The COUNTY will provide SUE information at Randall Blvd. and V1 Street from the installation ofthe temporary strain pole signalizatioa. The CONSULTANT°s approach to practicing SUE shall be consistent with the American o Society of Civil Engineers (ASCE) Standard (Cl/ASCE 38-02) entitled "Standard Guideline T for the Collection and Depiction of Existing Subsurface Utility Data" as follows; N Identify utility owners that have Facilities on, or may be affected by, the project limits. Contact these utility owners (Face to face meetings recominended) and provide them with E information about the proposed project acid schedrile periodic follow-up meetings. (ASCE Quality Levcl D), Q A-66 Packet Pg. 384 Review all information that can be obtained and plot on utility composite drawing (CARD File to be furnished). (ASCE QLiality Level D). • Make field observations to identify visible above -ground utility features. Provide all information in field sketches so stu'veyor can prepare a complete survey and plat 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 (CARD). Provide notes and sketches to designer of record and/or on -site engineer. Nan- tonablc (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 c requested by the COUNTY, i�m for this item are included in the negotiated contract fees and include up to 45 test holes. if this item is delerinlned necessary and is requested by the op COUNTY, a Notice to Proceed will be issued to execute this work. * Meet with designer ol' record and/or on -site engineer to determine Utility conflicts and ASCE Quality Level A test hole locations. 0 • Expose selected subsurface utilities to obtain three-dimensional information. Use CO) minimally intrusive excavation methods, such as vacuum excavation and Air -Lance. Depict t'esu[ting in Formation. Resolve differences Between all information gathcred. Provide test Bole data sheets (ITIDS) to designer of record and/or on -site engineer. All test Boles are to be back -filled as described below. (ASCE Quality Level A). On completion, test holes shall be restored to the following; m a. Backfilled with in -kind material a� in b. Placed backfill using proper techlliques 0 CD c. Restored pavemcnl with in -kind material i i d. Restored areas outside of pavement to pre -excavation conditions z * Collect and store utility location and condition information in a database for asset =i management. Provide a detailed report of utility locations, depths, size, typc, etc. All m information shall be provided in the format preapproved by the COUNTY. E 27.11 Outfal I Survey — N/A 27.12 Drainage Survey Locate underground data (XYZ, pipe size, type, uondition and flow line) that relates to above ground data. Includes field edits, analysis and processing of all field collected data, existing c' traps, and/or reports E s Q A-67 Packet Pg. 385 27.13 Bridge Survey (Minor/Major) Design survey shall include existing Bridge Culvert 034063 (Clt-846 / Corkscrew Canal), The scope of the survey shall be adequate to facilitate 30% design the culvert extension to be c performed as part of Phase 2. 0 U 27.14 Channel Survey .N Provide survey along Cocahatchee Canal and Corkscrew Canal to support preliminary design o for future Cocahatchee Canal realignment, future bridge culvert extensions, etc, (that are 0 planned to be performed in Phase 2). Extent of the survey shall be determined based on Phase 2 conceptual design exhibits 0 a included in the PD&E Study. The channel survey shall be performed in conformance with South Florida Water c Management District's (SFWMD) current requil•entents for Phase 2 improvements. N L 27.15 Pond Site Survey c Refer to tasks of this docLIIllCnt as applicable. > 27.16 Mitigation Survey -- NIA m 27.17Jurisdiction Line Survey � Perform field location (2-dimensional) of jurisdiction limits as defined by respective o authorities, also includes field edits, analysis and processing of all field collected data, N Preparation of reports. N 27.18 Geotecllnical Support Perfonn 3-dimensional (X,Y,Z) field location, nr stakeout, of boring sites established by m geotechnicel engineer. Includes field edits, analysis and processing ofall field collected data wI and/or reports, d 27.19 Sectional/Grant Survey in L Defer to tasks of this document as applicable. �° 27.20 Subdivision Location — NIA CD >I 27.21 Maintained RIW — NIA m I— z_ 27.22 Boundary Survey— N/ACD I 27.23 Water Boundary Survey _ E Perform Mean High Water, Ordinary High Water and Safe Upland I. ine surveys as required as by FDOT and COUNTY standards. QI 27.24 Right of Way Staking, Parcel I Right of Wiry Line — N/A 27.25 Right of Way Monumentation N Set RIW monutnentation as depicted on final R/W maps for corridor and water retention d areas. E s 27.26 Line Cutting — N/A Q A-68 Packet Pg. 386 27.27 Work Long Safety — NIA 27.28 Vegetation Survey — NIA L y.+ 27.29 Tree Survey — NIA c U 27.30 Miscellaneous Surveys -- NIA 27.31 Supplemental Surveys — NIA o 27.32 Document Research c Perform research of documentation to support field and office efforts involving surveying c and mapping. a 27,33 Field Review c Perform verification of the field conditions as related to the collected survey data, L 27.34 Technical Meetings Attettid meetings as required and negotiated by the Surveying and Mapping COUNTY. � 7.7,35 Quality AgWranec:lQUality Control (QAIQC) 00 Establish and implement a QAIQC plan. Also includes subcoristiltant review, response to = conlnents and any resolution meetings if required, preparation of submittals for review, etc, 27.36 Supervision N 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 W Coordinate survey activities "vith other disciplines. These activities Must be performed by m the project supervisor, a Florida P.S.M. or their delegate as approved by the COUNTY a� Project Manager. y 28 PHOTOGRAIVIIYIE T RY — NIA 29 MAPPING The CONSULTANT will be responsible for the preparation of control survey maps, right of way c maps, ilia ill tenalwe maps, sketches, ether miscellaneous survey maps, and legal descriptions as m required for this project in accordance with all applicable COUNTY Manuals, Procedures, Handbooks, District specific requirements, and Florida Statutes. All maps, surveys and legal a descriptions will be prepared under the direction of a Florida Professional Surveyor and Mapper a (PSM) to COUNTY size and format requirements utilizing COUNTY approved software And will be designed to provide a high degree of uniforn)ity and niaxinnim readability. The CONSULTANT r; Will submit maps, legal descriptions and sketches, quality assurance check prints, checklists, N electronic media files and any other docti vents as rcgtihvd for this project to the COUNTY for review at stages of completion as negotiated. d E s Master CADD File � 29.1 Alignment Q A-69 Packet Pg. 387 29.2 Section and 114 Section Lines -- NIA 29.3 Subdivisions I Property Lines —N/A L y.+ 29.4 Existing Right of Way c U 29.5 Topography = 29.6 Parent Tract Properties and Existing Easements o 29.7 Proposed Right of Way Requirements c The ENG1NUR OF RECORD (ZaOR) will provide the proposed requirements. The PSM is c responsible for calculating the final geometry. Notification of Final Right of Way a Requirements along with the purpose and duration of all easements will he specified in � writing. _ o 29.8 Limits of Construction ' N L The limits Of construction DGN file as provided by the FOR will be imported or referenced to the master CARD file. Additional labeling will be added as required. The PSM is required to advise the FOR ofany noted discrepancies between the linlitS OfcOnStRICtlOn line and the m exist ill glproposed right of way lines, and for malting adjustments as seeded when a resolution is determined, 29.9 JurisdictionallAgeney Lines � These lines may include, but ire not limited to, jurisdictional, wetland, water boundaries, and m COUNTY limit lines. N N Sheet Files 'a d 29.10 Control Survey Cover Sheet — NIA V 29.11 Control Survey Key Sheet — NIA I 29.12 Control Survey Detail Sheet — NIA d a, 29.13 Right of Way Map Cover Sheet o 29.14 Right of Way Map ley Sheet 29.15 Right of Way Map Detail Sheet ml 29,16 Maintenance Maly Cover Sheet — NIA xl 29.17 Maintenance Map Key Sheet — NIA d 29.18 Maintenance Map Detail Sheet — NIA E 29.19 Reference Point Sheet — NIA a� QI 29.20 Project Control Sheet — NIA 29.21 Table of Ownerships Sheet N d E Miscellaneous Surveys and Sketches 29.22 Parcel Sketelies Q A-70 Packet Pg. 388 29.23 T11`I'I+ Sketches — NIA 29.24 Other Specific Purpose Survey(s) — NIA 29.25 Boundary Survey(s) Map — NIA L y.+ c 29.26 Right of Way Monumentation Map U � 29,27 Title Sem-ch Map — NIA o 29.28 Title Search Report — NIA c 29.29 Legal Descriptions 0 29.30 Final Map/Plans Comparison la. C The PSM will perform a comparison of the final right of way neaps with the available o coilst111060tl flans to review the correctness of the type of parcel to be acquired and the stationsloff`sets 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 — NIA > 29.32 Technical Meetings — NIA m — 29.33 Quality Assurance/Quality Control 29.34 Supervision 2.9.35 Coordination 0 M N N 29.36 Supplemental Mapping — NIA 'a 31) TERRESTRIAL MOBILE LiDAR — NIA 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 'Tastes in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, existing ITS standard operating procedures, strategic plans, Florida's SUMP m guidelines, National and regional ITS architectures, and current design memoranda, L In instances where the CONSULTANT performs analysis or prepares the design packages for the a Q deployment of ITS, the CONSULTANT will not be allowed to compete as a proposing firm or participate as a 81.1bC011Sttltallt to R Iroposing firm during subsequent advertisements Involving work performed under this contract. N 33.1 ITS Analysis The CONSULTANT shall review the approved prclinlinary engineering report, typical s sections, trat'iictechnical memorandum and proposed geometric design alignment to identify impacts to existing ITS compolients (if applicable) and proposed ITS field device Q placements. The CONSULTANT shall use applicable COUNTY and FDOT recltlirenlents A-71 Packet Pg. 389 and guidelines, including, but not limited to, the FDM, Standard flans, and Standard Specifications for Road and Bridge Construction in the design MATS. ITS work will Focus on restoration of existing to remain based on items impacted by ea Construction. 0 U CCTV camera system shall be replaced at the intersection of Randall Boulevard and Immolcalee Road and the Fiber trunk on hnrnokalee Road impacted by roadway widening o Shall be rerouted to maintain communication with the RTMC. 4- 0 The CONSULTANT shall provide two new 2-inch conduits, consisting of one for fiber and � one Sparc, to be installed along Randall Blvd to connect the new signals along Randall Blvd with the R'fMC. CL All ITS devices sha[I be compatible with the latest version of the National Transportation o Conlmunioatiocys for ITS Protocol (NTCIP) and compatible with SunGuide software platrorm. 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, m Closed Circuit Television (CCTV) Camera Assembly The CONSULTANT shall be responsible for the design and exact field locations for the 0 camera assemblies. M The camera system design shall ensure that the video quality is not degraded due to wind or N vibration. 'a The CONSULTANT sliall be responsible for the design of the grounding and lightning (D protection system based on FDOT criteria. 4) The CCTV camera assembly shall comply with the latest version of FDOT Standard i Specification,; for Road and Bridge Construction, Supplemental Specification 682. a, in Vehicle Detection Subsystem 0 The CONSULTANT shall be responsible for the design of a non -intrusive traffic monitoring site, to be compatible with the COUNTY's systein. m� 33.2 Communications The CONSULTANT shall be responsible for the development of a communications flan to a determine the optimal communications medium for the project corridor. The plan shall be E developed prior to submittal ot'Pluse I plans. The plan shall identify communications media a alternatives and provide a cost estimate that includes initial, operations and maintenance cost a for the life cycle of the communications network. The plan shall ensure that video, voice:, and Q data will be communicated is real-time between center -to -field and center -to -center (C:2Q lnodes as applicable. The communications system design must Utilise non-proprietary, open - architecture, standards -based, robust, scalable, and proven technology. The communication c' plan analysis shall address communication and connections between field devices, communications and connections between field devices and the TMC, center -to -center E cornnnun!cations between TMCs, and any other communication links or connectiotns required 0 to meet project goals. The plan must include bandwidth analysis and recommendations, needs Q assessment, and provide recommendations regarding minimum rcquirettnents, media, A-72 Packet Pg. 390 network devices, protocols, network topology, communication redundancy, future needs, Spare capacity, find any Communications or data sharing with oilier agencies. Alter approval of tine plan, the CONSULTANT shall submit a revised plain 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 ComIll ullicatiolls 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). I"iber optic communications Mlles 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 I301.1levard to connect the signal at 8111 St, NC. 33.3 Grounding and Lightning Protection — NIr1. � 33.4 Power Subsystern — N/A m 33,5 Voltage Drop Calculations — NIA 33,6 Design Documentation — NIA W 0 M N N 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, illanufa0urers, and age of ITS devices; as -built plans; existing operating software; existing center -to -field devices; and C2C coillnlunlicatioris and capabilities. CD� 33.8 Queue Analysis — NIA in L 33.9 Reference and Master ITS Design File -- NIA 0 33.10 Reference and Master Communications Design File > Tile 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, RIW, roadway, Utilities flies, existing lTS communications infrastructure, etc. This effort includes design and layout of proposed Communications conduit, cabinet, pull boxes, splice boxes, standard route markers, communications plain cverview, fiber optic splicing, connections, C0111111URiCatiollS IlUbs, etc. 33.11 Pole Elevation Analysis — NYA 0 w 33,12 Sign Panel Design Analysis — NIA � N 33.13 Quantities The CONSULTANT shall include all work required to determine the qualltities For al I items, E 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 Q A-73 Packet Pg. 391 generating accurate quantities for computing [he engineer's estirnale its 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 itcins and quantities into AASHTOWare Project Preconstruction for generating the Summary of Pay Items and the IH DOT's in-house estimates. 33.15 Technical Special Provisions and Moditled Special Provisions 'rile CONSULTANT shall develop Techiticni Special Provisions (TSP) and Modified Special Provisions (NISI') ror the specific items or conditions of the project that are not addressed in the FDOT's Standard Specifications, Supplemental Specifications and Special Provisions. 33.1E Other ITS Analyses — N/A 33.17 Field Reviews The CONSULTANT sllall conduct afield review for the required }phase submittals. The: � review shall identify necessary data far all el=1011ts afdlc p,•oject including, but not limited m to, the rollowing: ■ Existing [TS field Devices as compared with the latest MOT standards and � COUNTY requirements • Device Make, Model, Capabilities, Condition / Age, Existence of SunGuide N Software Driver N N • Condition of Structure(s), cabinets, and other above -ground infrastructure and devices • Type of Detection as Compared with Current COUNTY Standards � • Undefgr0u1ld Infrastructure (Di • Proximity ofother utilities 4) ■ Traffic Operations • Any other field reconnaissance as necessary to develop it complete ITS design y package �° 33.18 Technical Meetings The CONSULTANTr shall attend meetings as rleecssary support the project. 33.19 Quality Assurance 1 Quality Control The CONSULTANTsllall be responsible fortllc 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 ti be utilized to verify, independently check, and review all design drawings, speciticatiOtis, N and other doctmicntation 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 E required procedures were followed. 'ne Quality Control Plan may be one utilized by the CONSULTANT as pail of their normal operation ar may be one speeiflcnlly designed for ego this projuct. Tile CONSULTANT" shall utilize the District's quality control checklist. The Q A-74 Packet Pg. 392 responsible Proressional l;ng,ineer that pulormcd the Quality Control review shall sign a staten-lent certifying that the review was conducted. The CONSULT ANT shall, without additional compensation, correct all errors or deficiencies in their works. 33.20 SUpervilsion The CONSULTANT shall provide all efforts required to supevvisc all technical design activities. 33.21 Coordination The CONSULTANT shall coordinate with Survey, Geotech, Drainage, Structures, Lighting, Roadway Design, Utilities, municipalities, niaintaining agencies and Traffic Operations to produce a final set of construction contract documents and to elIsUrc that a high clegree of aCCLII'ICy for the design plans is achieved. 34 1N'1 ELLIGENT TRANSPORTATION SYSTEMS PLANS m The CONSULTANT shall prepare a set of ITS flans, detailing Fllbel' YOUtitIg and splicing, in accordance with the FDOT Design Manual that includes the fallowing; M 34.1 Key Sheet The CONSULTANT shall preparethe Ivey sheet in accordance with the latest format depicted CO) N in the FDOT Design Manual, MUTCD, Standard Specs, and Standard flans. d 34.2 General Notes 1 Pay Item Notes The CONSULTANT shall include all pertinent general notes and pay item notes as dccnted 4)1 fit and as established by the District and the COUNTY. CD 34.3 Project Layout in The CONSULTANT shall prepare plan sheet(s) with an overview of the entire project that L �° include stations and offsets, project limits, intersection locations, devices, device identification using StlnGuide nomenclature, and plait sheet coverage, >1 34.4 Typical and Special Details — N/A Im- 34.5 Plan Sheet — N/A 34.6 ITS Communications Plans The CONSULTANT shall prepare plans for the communications nctwork. These plans shall c consist of block diagrams, splicing diagrams, port assignments, wiring diagrams, and all T other inFormation necessary to convey the design concept to the contractor, Thew plans shall N be inClUded In the ITS plait set and be prepared in a inailncr Consislellt with inimedlately adjacent ITS project installations (planned or installed). E The communication system shall be an open -architecture, non-proprietary, real-time, 0 III Lilt inleclia communications network. The communication system design must be Q compatible and completely inte�roperable with the existing systems. A.-75 Packet Pg. 393 "hc CONSULTANT shall be responsible for preparing plans to preserve communications connectivity during construction The CONSULTANT's design shall include protecting and mnirltaining 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 sliall determine the most cost effective, best performing, communication connectivity option. Tlie Con1111Lill iCatiQrl system 111L1St allow C0111111alld and Control as well as data and video transmission between the field devises and the'1"MC. Conduit paths shall be selected to provide a continuous duct system on one side of the road unless otherwise requested by the bDOT. The various components of ITS deployment will be located oil 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 00 diagrams shall denote new and existing fiber routes, splices, and terminations involved in the work. The diagrams shall idea fy cables by size, tube color 1 number and stand colors 1 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 M the types of connectors in the patch panels. N N 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 turmin1 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 1 number and stand colors 1 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 — NSA 34.9 Cross Sections — NIA 34.10 Guide Sign Worlc Slteet(s) — NIA 34.11 Special Service Paint Details — NIA 34.12 Strain Pale Schedule — NIA 34.13 Overhead I Cantilever Sign Structure — NIA aD 34.14 Other Overltend Sign Structures (L,ong Span, Monotulae, etc.) — NIA s Q A-76 Packet Pg. 394 34.15 Temporary Traffic Control Plans The CONSULTANT shall prepare Temporary Traffic Control Plans (TTCP) to rrlinimize 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 tl1e project's various constrtiction phases so as to sustain center -to -Meld devices connectivity and operability, maintaining operational quality as a mininlcun at the level }provided prior to constrtiction start and minimizing down time as 111LICI1 as posiible. The CONSULTANT shall develop the T'ICI' 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'FTCP. The CONSULTANT shall review the existing; TMC Operations and develop additional incident management service rcguirenients as necessary to suppoil during the: C'onsmiCtion 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 duality control checklist for traffic design drawings in addition to the CSC effort described in section three. 34.19 Supervision The CONSULTANT shall supervise all technical design activities, 35 GEOTECUNICAL The CONSULTANT shall, for each project, be responsible for a complete geotechnical investigation, All work performed by the CONSULTANT sliall be in accordance with IrDOT 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 all investigation plan for approval and meet with the COUNTY Project Manager to review the project scope and FOOT and COUNTY requirements. The investigation plan shall include, but not be limited to, the proposed Goring 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. d m V m Q A-77 Packet Pg. 395 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 Collie!' 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 Geoteehnical Engineer that they Have > walked the project site and verified to the best of ihcir ability that information provided in the report Q is representative of what the surface conditions and vegetation suggest would exist below. W c Where crap rock is expected to be encountered iti the installation of stormwater pipe and other ° structures, the pay items "[cock Trench Excavation" and "muck removal" (if encountered) .shall be N provided. m c All Geotechnical work shall meet the minimum requirements of the FDOT Soils and Foundations Handbook. _> M 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; retards, historic construction records N and other gcotechnical related resources, Prior to field reconnaissance, CONSULTAN'r shall N review U,S.G.S., S.C.S. and potentiometric mops, and identify areas with problematic soil and groundwater conditions. d Roadway The CONSULTANT shall be responsible for coordination of all geotechnical related field work activities. The CONSULTANT shall retail 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 feet. m + LBR sampling and testing at 3 per mile, E • Pavement core sampling and testing at 1 sample per 1,000 feet. P • Corrosion series testing at sample per abundant stratum per 1,000 feet Q • Buried storm sewer system SPT borings to a depth of 20 feet every 500 feet c a SPT borings on all corners of intersection for all new signals and/or mast aria to a depth of25 feet. N ■ Two corrosion series tests at each intersection location • Two SPT borings to a depth of25 feet at each wet detention pond location E + Two borehole permeabil ity tests at each wet detention pond location Piezometer installations at I per pond for Seasonal High Groundwater Lcvel M (SHGWL) determinations Q A-78 Packet Pg. 396 + Exfiltratiol} test per 500 feet of oxfiltration trench If required by the COUNTY Project Manager, a preliminary roadway exploration shall be performed before the 30% Flans submittal, The preliminary roadway exploration will be performed, and resuils 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 orAASHT0 Standards, unless otherwise specified in the Contract Documents, 35.2 Develop Detailed Boring Location Plan CD CD Develop a detailed boring location plan. Meet with COUNTY Geotecltnical Project Manager for baring plan approval. If the drilling program expects to encounter artesian conditions, the CONSULTANT shall submit a methodology(s) for plugging the borehoJe to the COUNTY m 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 M intersection location. N N N 35.4 Muck Probing Probe standing water and surficial muck in a detailed pattern sufficient for determining CD removal limits to be shown in the Plans. 35.5 Coordinate and Develop TTCP for field Investigation I � Coordinate and develop Temporary Traffic Control Plan ('T"I'CP). All work zone traffic in control will be performed in accordance with the FDOT's Standard Plans Index 102 series. c 35.6 Drilling Access Permits CD Obtain all State, COUNTY, and Water Management District permits for performing ml geotechnical borings, as needed. _ 35.7 Property Clearances c 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 propetly 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 pieznmeters. 35.9 LBR 1 Resilient Modulus Sataipling Q A-79 Packet Pg. 397 Collect appropriate samples For Limerock Bearing Ratio (LBR) testing. Deliver Rcsilient Modnllls Siani ales to a locution its directed by Ilse COUNTY. 35, 10 Coordination of Field Work 0 Coordinate all field work required to provide geotechnical data for the project. r, a� 35.11 Soil and Rock Classification — Roadway Refine soil profiles recorded in the Hefei, based on results orlaboratory testing. o 35.12 Design LBR0 35.13 Determine design LBR values from tUc 9U`Yo and mean metliods Laboratory Data a 0 Tabulate laboratory test results For inclusion in the geotecliuiical report, the report of tests a sheet (Roadway Soil Survey Sheet), and for any necessary calculations and analyses. d 35.14 Seasonal 1-13gh-Water Table d _ Review the eiacoLill tered ground water levels and estimate seasonal high ground water levels. — Estimate seasonal low ground water levels, if requested. > m 35.15 Parameters for Water Retention Areas Calculate parameters for water retention areas, exfiltration trendies, rind/or swales. 35.16 Delineate Limits of Unsuitable Material o CO) Delineate Iinlit5 Ofu]1Suitable nlaterial(s) in both horizontal and vertical directions. Assist the N Engineer of Recnrd with detailing these limits on t11e cross -sections. Irrequested, prepare a plan view of the limits or unsuitable material. 0 35,17 Electronic Files for Cross -Sections a W Create electronic files of poring data for cross -sections. 35.18 Embankment Settlement and Stability Estimate the total magnitude and tine rate of erribanknlent settlenients. Calculate the Factor of safety against slope Stability raillll•e. 35.19 Monitor Existing Structures Coordinate with EDR 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 reaonimendations in the geoteehnical report addressing project specific needs and coordinate those locations with the EOR. See PPM Volume l Chapter 34 and Cliapter 9 ofthe Soils and Foundations Handbook, 35.20 Stormwater Volume Recovery and/or Background Seepage Analysis CD Perform stormwater volume recovery analysis in consultation with the EDR. s 0 35,21 Geotechnical Recommendations Q A-80 Packet Pg. 398 Provido geoter-linical recorni-nendations regarding the proposed roadway construction project including the Following: description of the site/alignment, design recommendations and disCLl5Sioil of any special considerations (i.e, removal of unsuilable material, consolidation of weak soils, estimated settlement tune/amount, groundwater control, high groundwater conditions relative to pavement base, etc.) P.valuate and recomntend types of geosynthetics and properties for various applications, as required. 35.22 Pavement Condition Survey and Pavement Evaluation Report Ira pavement evalUatiOn is perFormed, submit the report in accordance with Section 3.2 of the Materials Manual: Flexible Pavement Caring and Evaluation. Entcr 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 prelinlinaiy roadway report before dic Phase 1 plans SUbinival. 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 /rants showil. '0 • A report of tests sheet that sunlinarizes the laboratory test results, the soil m stratification (i.e. soils grouped Into layers of similar materials) and construction rcconli-nendations 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. M • An appendix that contains stratified soil boring profiles, laboratory test data sheets, N sample embankment settlement and stability calculations, design LBR N. calculation/graphs, and other pertinent calculations. The CONSULTANT will respond in writing to any changes and/or conlnlents from the COUNTY and subiliit 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. neaps with proicct limits shown. • A report of tests sheet that summau•iM the laboratory test results, the soil stratification (i.e, soils grouped into layers of similar materials) and construction reconirnendations relative to Standard Plans indices 120-001 and 120-002. • The results of all tasks discussed iii 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 conlnlents from the COUNTY and sub:nit any responses and revised reports. 35.25 Auger- Boring Drafting = ai The auger borings shall be every 100 Feet to a depth of'6 feet. E 35,26 SPT Boring Drafting Q Draft SPT borings as directed by the COUNTY. A-8I Packet Pg. 399 The CONSULTANT shall be responsible for coordination of all geotechnical related fieldwork activities. The CONSULTANT shall retain all samples until acceptance o! 100% plans. Rock cores shall be retained as directed in writing by the COUNTY Project Manager. CONSULTANT shall perforin 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 perfornned in accordance with applicable FDOT standards, ASTM Standards or AASHTO Standards, unless otherwise specified in the Contract Documents. The staff Maur tasks for high embankment fills and structural foundations for bridges, box culverts, walls, iligh-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 lmmokalee Road. • Six (6) borings to 30 feet For mast arms at three: signalized intersectiofns: — p lmsnckalee Road at Randall Blvd. m a Randall Blvd. at 81h St NC o Left Tu m on lirnnokalee load in front of Fire Station No.10 0 • Two (2) borings to 15 feet for special lighting foundation design, as needed N N One (1) boring to 20 feet for CCTV pole, as needed 35.27 Develop Detailed Boring Location Plan Develop a detailed boring location plat, Meet with the COUNTY Project Manager for boring plan approval. If the drilling program expects to encounter artesian conditions, the CONSULTANT shall submit a rnethodology(s) for plugging the boreltole to the COUNTY for Approval prior to commencing with the boring program. 35.28 Stance Borings/Utillity 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 a Obtain all State, COUNTY, and Water Management District pernnits for performing Q geotechnical borings, as needed. ti 35.31 Property+ Clearances N Notify property tenants in person of drilling and field activities, if applicable. Written notification to property owners/tenants is the: responsibility of the CONSULTANT. E s 35.32 Collection of Corrosion Sainples Collectcorrosion samples for determination of environmental classifications, Q A,-82 Packet Pg. 400 35.33 Coordination of [Field Work Coordinate all field work required to provide geotechnical data for (lie project. L y.+ 35.34 Sail and Rock Classification — Structures c U Soil profiles recorded in the field should be refined based on the results of laboratory testing. .N 35.35 Taltulation of Laboratory Data o Laboratory test results should be tabulated for inclusion in the geotechnical report and forthe c necessary calculations and analyses. > L 35.36 Estimate Design Groundwater Level for Structures a M Review encountemd gl•oundwater levels, estimate seasonal high groundwater levels, and a evaluate groundwater levels for structure design. as 35.37 Selection of Foundation Alternatives (BTM) d c Evaluation aifd selection of foundation alternative. Including the following; — • Prestressed concrete piling- 18" and 24" square m + Drilled shafts + Foundation analyses sliall be performed ising approved FDOT methods, Assist in r- selection of the most econoenlcal, feasible foundation alternative. I= O M 35,38 Detailed Analysis of Selected Foundation Alternate(s) — NIA N 35.39 Bridge Construction and Testing Reconmendations — NIA a CD 35.40 Lateral Load Analysis (Optional) - NIA 35.41 WallsCD Provide the design soil prafile(s), which include the soil iodelltype oFeach layer and all soil engineering properties required by the Engineer of Record For conventional wall analyses y and recommendations. Review wall design for geotechnical Compatibility and �° constructabi lity. Provide wall construction recommendations. m H 35.42 Sheet Pile Wall Analysis (Optional) — NIA, xi 35,43 Design Soil Parameters for Signs, Signals, and Strain Poles and Geotechnical 4) Recommendations E as a� Provide the design soil profile(s) that include the soil model/type of each layer- and all soil Q properties required by the Engineer of Record for foundation design Review design for geotechnical compatibility and constructability. o w ti 35.44 Box Culvert Analysis (CR-846 over Corkscrew Canal) N • Provide the design soil profile(s) that include; the soil model/type of each layer and all soil PMPcrties required by the Engineer of Record for foutdation design. E Review design for geotechnical compatibility and constructability. • Provide lateral earth pressure coefficients. Q Provide preliminary box culvetl construction and design recommendations. A-83 Packet Pg. 401 * Estimate ditTercntial and total (long term and short term) settlements. • )✓valuate winbwall stability. 35.45 Preliminary Report — BTNI (Fridge 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. C • Summary of structure background data, S.C.S., U.S.G.S., geologic and c potcntiametric data. Q. CL • The results of all tasks discussed its all lrevious sections regarding data interpretation and analysis). c • Recommendations for Foundation installation, or other site preparation soils - related construction considerations with plan sheets as necessary. L • Any special provisions required for construction that are not addressed in the c FDOT's Standard specification. — • An Appendix which includes SPT and CPT boring/sounding pro Files, data from any specialized field tests, engineering analysis, notes/samplc calculations, sheets m showing ultimate bearing capacity Curves versus elevation for piles and drilled shafts, it complete MWA check list, pile driving records (if available), and any Other pertinent information. 0 M N 35.46 Final Report - Bridge and Associated NVaIN — N/A N. 35.47 Final Reports - Signs, Signals The final reports shall include the following: + Copies of U.S.GS. and S.C.S. maps with prolcct limits shown. • Sumrrrary of struCture background data, S.C.S., U.S.G.S., geologic and potentiometric data. • The results of ail tasks discussed in all previous sections regarding data interpretation and wialysls). • Recommendations for foundation installation, or other site preparation soils - related construction considerations with plan slieets 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 N or laboratory test results, recommended foundation alternatives along with design parameters a CD and special provisions for the contract plans. 'These reports will be subirr fitted to the COUNTY I_ 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 llacltlde the Q following; A-S4 Packet Pg. 402 All original plan sheets (l l" x 17") One set of all plan and speciflcadon documents, in electronic format, according to COUNTY requirements. All reference and support documentation used in preparation ofcontrrtct plains package. O v The final rcpoils, special provisions, as well as record prints, will be sighed and settled by a a� Professional Lngineer licensed In the State of Florida. (D G O Draft the detailcd boring/sounding standard sheet, including envirannlcatal classification, results of laboratory testing, and specialized c0115tructid11 rctlilirenlents, fol' inclusion in final O plans. Q 35.48 SIFT Boring Drafting c Prepare a complete set of drawings to include all SPT borings, auger borings and other N 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. 111aI) as directed by the c COUNTY. Soil symbols must be consistent with those presented in the latest Florida Department of Transportation Soils and Foundations Flandbook. m 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. IFthis item is determined necessary c and is requested by the COUNTY, scope and fee will be negotiated at that time and will be N implemented via Change Order. When applicable, the staff hourly rates established in the N contract shall be utilized for fee determination. 35,50 Technical Special Provisions and Modified Special Provisions (D 35.51 Field Reviesys (D �1 Identify and note sm,race soil alld rock conditions, surface water conditions and locations, c and preliminary utility conflicts, Observe and note nearby structures and foundation types. Lm in L 35,52 Technical Meetings 35.53 Quality Assu ran celQu alit), Control CD >1 35.54 Supervision m z 35.55 Coordination =� 36 31) MODELING — NIA 37 PROJECT REQUIREMENTS 37.1 Liaison Office "' The COUNTY and the CONSULTANT will designate a Liaison Office and a Project E Manager who shall be, the representative of their respective organizations for the i1roject, s White 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 Q COUNTY Project Manager. A-85 Packet Pg. 4 3 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 taslt. 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 CONSULTANTand any party pertaining specifically to this contract shall be provided to the COUNTY for their records widlin 011c (1) week of the receipt or mailing of said correspondence. 37.5 Professional Endorsernent The CONSULTANT shall have a Licensed Professional Engineer in the State ofFlorida lorida sign and seal all reports, documents, Technical Special Provisions and Modified Special Provisions, and plans as required by FOOT and COUNTY standards. 37.6 Computer Automation The project will be developed utilizing Computer Aided Drafting and Design (CADD) systems. It is the responsibility ofthe CONSULTANT to meet the requirements in the MOT CARD 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 ree will be negotiated at that time and will be implemented via Change Order. When applicable, the staff Eiourly rates established in the contract shall be utilized for fee determination. Additional services may be authorized by Change Order ar supplemental amendment in accordance with the County's Procurement Policy. The additional services may include other Services as required. m rY 0 M N N N. d E M V M Q A-86 Packet Pg. 404 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. TasksiItem 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 NotIncaticns, Mediarn & Driveway Mod. Letters 8,234.00 a Optional Service by NTP: 3.13 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 Is $ in 0 M N N N d E s V ns Q Page 1$ of 30 PSA_CCNA Single Project Agrecn Packet Pg. 405 $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ Total Lump Sum Fee $ 1,195,425.78 Total Time and Materials Fee $ 135,994.45 CRANQ TOTAL FEE $ 1,331,420,23 B.2.2. Fm—l* 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. m 0 M N N N 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 E task(s) limits by the percentage the COUNTY has determined CONSULTANT has completed such task as of that particular monthly billing. Q Page 19 000 PSA CCNA 5ingic Project Agrecn Packet Pg. 406 B.2.3_ 10 * Lump SLIM 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 8,1.1 of this Schedule B. an invoice for fees earned in the performance of Basic Services and Additional Services during the subject billing month. 13,2,4. 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 15.2.1 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 cf 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 m the COUNTY, pending resolution of the dispute provided that the COUNTY continues to pay to M CONSULTANT all amounts that the COUNTY does not dispute are due and payable. r_ 3. SCHEDULE OF PAYMENTS o N N 13.3,1 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. 8,3.1.1 Payments will be made for services furnished, delivered, and accepted, upon receipt and approval of invoices submitted on the date of services or within six (6) months after completion of contract. Any untimely submission of invoices beyond the specified deadline period is subject to non-payment under the legal doctrine of "laches" as untimely submitted. Time shall be deemed of the essence with respect to the timely submission of invoices under this Agreement. B.3.2, Invoices not properly prepared (mathematical errors, billing not reflecting actual work done, no signature, etc.) shall be returned to CONSULTANT for correction. Invoices shall be submitted on CONSULTANT's letterhead and must include the Purchase Order Number and Project name and shall not be submitted more than one time monthly_ 6.3.3, 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. 13.3.4. 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 N 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 E subcontractors, B.3.4.1 Reimbursable Expenses must comply with §112.061, Fla. Stat., or as set forth in the a Agreement, be charged without mark. -up by the CONSULTANT, and shall consist only of the following items' Page 20 of 30 PSA CCNA SingIr ProjeQ1 Agreen " Packet Pg. 407 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.3,41.2, 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 frorn/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. 6 3,4.1 A. Expense of overtime worst 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. 13.3.41.6. Other items on request and approved in writing by the COUNTY. °) c 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, m B.3.4,1.8, Records of Reimbursable Expenses shall be kept on a generally recognized accounting basis. 0 8.3.5. The CONSULTANT shall obtain the prior written approval of the COUNTY before incurring any N reimbursable expenses, and absent such prior approval, no expenses incurred by CONSULTANT will be deemed to be a reimbursable expense. -0 [END OF SCHEDULE B] REMAINDER OF PAGE INTENTIONALLY LEFT BLANK Page 21 of30 I'5A_CCNA Siiiglc 11rojcct Agrees - ' Packet Pg. 408 SCHEDULE B — ATTACHMENT 1 CONSULTANT'S HOURLY RATE SCHEDULE Title Hourly Rate Principal 238.00 Senior Pro'ect Manager $ 201.00 Pro'ect 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 CARD Technician 95.00 Senior Landscape Architect 177.00 Landscape Architect $ 148.00 Marine Biolo ist1H dro eolo ist 133.00 Senior Marine Biola ist1H dro eolo ist $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 Pro'ects the above hourly rates are for purposes of providing estimate(s), as required by the grantor agency. m o: 0 M N N N- E U 2 a I'age ZZ of 30 PSA_CCNA Singlc Project Agreal Packet Pg. 409 SCHEDULE C PROJECT MILESTONE SCHEDULE Tasklitem Description Number of Calendar Days. For Completion of Task 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 S 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 SLOE (Level A Locates) Optional Service by NTP L c O U .y d 0 4- 0 76 O 0 a� y L m c Ix 0 M N N E a Page 23 of 30 PSA,CC:NA Singlc Projccc Agrcxn Packet Pg. 410 SCHEDULE U 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) haurs 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. . 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 m c 0 M N N N Pnge 24 or30 I'SA CCNA �ingk� Nrnjeci Agrcer7 , :,. Packet Pg. 411 purchase such insurance, nor shall it be responsible for the coverages purchased or the insurance company or companies used_ The decision of the COUNTY to purchase such insurance coverages shall in no way be construed to be a waiver of any of its rights under the Agreement. 9. If the initial, or any subsequently issued Certificate of Insurance expires prior to the completion of the services required hereunder or termination of the Agreement, the CONSULTANT shall furnish to the COUNTY, in triplicate, renewal or replacement Certificate(s) of Insurance not later than three (3) business days after the renewal of the policy(ies), Failure of the Contractor to provide the COUNTY with such renewal certificate(s) shall be deemed a material breach by CONSULTANT and the COUNTY may terminate the Agreement for cause. Sections checked ( * ) are required by this Agreement. 10. ❑■ 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 m $1,000,000_ for each accident. The insurance company shall waive all claims rights against the COUNTY and the policy shall be so endorsed. M N N 4-1 ❑ k-n teyd-St-ateF&"ngshorenary.,'s--a{Lnd--H,a,�r-�b��or-W-or-k� !s-AGt-oe-uer-age--st�all�ie.�-Mafri-nfained whefe—applieaiJ'�C"[C'�'lt+F�e-y--f 84� Hf�flemken of th'e VY&F", averugu sha7l,zuvti: iiri~iri�LY7�i�ri'f4' y '$ Per QlS.i?'rl /V&au fe-nRe 4-2- ❑Mar -it+ aerGo�r er rge-fdQnes-Apt; -s,k f4- e- -irked-inr-bey-ap�,�d,le-t�-t#e--som- pletion-of ihe-wGrk—Cflve+a shWI have rniHirv.ufflJir 1t1,-' �'pli Re Ia-iwVQ eutrf Vie- 13. FP_J1 COMMERCIAL GENERAL LIAWLIT'Y, 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 fallowing: 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 E 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 a 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. Pagc 25 of 30 PSA_CCNA Single Project Agrecii Packet Pg. 412 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. 1-6- ❑ Watercsaft--Uability—GGver-age shA—Ise-- earreel--ky�t BGh11JL-T-At�IX�a-Fl+tat-ot�le5#Tane�6era�eriat-Y1--'�i#y-lir►it sk�ewn i+� s-ubpa-Fzgre-ph-("bane-it-applisab4e to-the-eenapletiof+-ef-tkr"eP,kiee6-under Agr-eerxrent 46: ❑ A+rf�Labilit�r�5ouerage-s+e4�ie--carded—feyt",' TANS arse S-IJ-BGQN& 11 T imifs--ef nif applicable --to the cep;plet4GR--e 4he-Services-under-thi&-Agfeemef1 17. [g-] 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. 4-8- Q TE-CHHOL-OCY-ERRORS-AND-OMISSIONS-IN,SURANrE-.-Gove-rage-,ha"aye mi eea4i+ ,-of m - --Ref Oest+r-rer►ce �-B- ❑ G1/-B€l�lA1S1d��A1a�.-I*—Lever•age--staall-have-r�+r�--I{r�4t��-o#-w Fier 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. FE-1 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 m c rr 0 M N N N c aD E a 1',1gc 20 of 30 r'SA C'L'I�A Single Pro�eel AgecCn Packet Pg. 413 Insurance providing for an unqualified written notice to the COUNTY of any cancellation of overage 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 m 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 M occurs during the term of the project policy (and on any subsequent professional liability policies that N 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 deductibleslself-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 N to be insured will be notified and the COUNTY will provide professional liability insurance, naming CONSULTANT and its professional subconsultants as named insureds. E [END OF SCHEDULE D] a I'agc 27 cif 30 P5A_CCNA Single Project Agree Pack�Pg414 SCHEDULE TRUTH IN NEGOTIATION CERTIFICATE In compliance with the Consultants' Competitive Negotiation Act, Section 287.055, Floriida Statues, HNTB Corporation (crar. pawl i flame) hereby certifies that 1"Oas, rates and other Factual unit costs supporting the compensation for the s�er-tices of the CONSULTANT to be provided under the Professional 5ervioes Agreement. concerning ' Immokalee Road at Randall Boulevard Intersection Imorovements ..project" Is acpcutato, complete and current as of the bn*)e of contracting. Ba J r TITLE:. �.� - �, \�reS1k C� e r, DATE: m Pikew 2N I;r iu c Q 1I5 A Vr'NA 'sinv c FP;*t I Ag ci nnnl 12W2 w e.1 Packet Pg. 415 SCHEDULE 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 6% Govardhan Muth ala ari Principal 10% Nicolas Leon Senior Engineer 30% Hong Chlu Senior Engineer 10% David Crombie Senior Engineer 10% Sadie Dalton Senior Engineer 50% Przem slaw Kuzlo Senior Engineer 50% Brad Laporte Senior Engineer 50% Ben'amin Rodgers Senior Engineer 25% Jorge Uy Senior Engineer 5% G'er 'i Vaso Senior Engineer 30% Sebastian Amorrortu Senior Engineer 25% Samuel Alfonso Engineer 50% Om rakash Bi ani 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 A to Senior Planner 5% Nicholas Reid Planner 10% Susan Sidrane Secretarv/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 Kigg GIS Specialist 10% Maria Putnam GIS Specialist I G% Jason Allen Senior Technician 5% Shannon Bush Senior Technician 60% Mark Steele Senior Technician 5% Tasha Acosta Senior Technician 40% Yanqkanq LI Technician 2% Page 29 oF30 0 CO) N N N CD E s 0 0 Q PSA_CCNA Single Project Agreemem (2022_ver. I I -- Packet Pg. 416 Other: SCHEDULE G (Description) Q following this page (pages through ) 0 this schedule is not applicable Page 30 of30 m o: 0 M N N N Q PSA_CCNA Single Prnjcct Agreement [2022_vcr, I j Packet Pg. 417 1 11.1.2 1 ACORO CERTIFICATE OF LIABILITY INSURANCE DATE IN 5/1/2023 1 4/28/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THI: CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIE7 BELOW THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZE[ 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 endorsec If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement of this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTACT PRODUCER LOckton Companies NAME: 444 W. 47th Street, Suite 900 PHONE FAX IAIC,Kansas City MO 64112-1906 E-MAIL o Ext . A/C No (816)960-9000 ADDRESS: kctsu@lockton.com INSURER(S) AFFORDING COVERAGE NAIC # wsURERA:Lexington Insurance Comnanv 1943 INSURED HNTB CORPORATION 1445095 201 N. FRANKLIN STREET, SUITE 1200 TAMPA FL 33602 INSURER C : INSURER E : 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 PERIO[ INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THI; CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERM: EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXP MM/DDIYYYY LIMITS COMMERCIAL GENERAL LIABILITY CLAIMS -MADE OCCUR NOT APPLICABLE EACH OCCURRENCE $ XXXXXXX A AGE TO INT11 PREMISES Ea occurrence) ccuence $ XXXXXXX MED EXP (Any one person) $ XXXXXXX PERSONAL & ADV INJURY $ XXXXXXX GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ XXXXXXX POLICY JECOT- X LOC PRODUCTS - COMP/OP AGG $ XXXXXXX $ 11 OTHER: AUTOMOBILE LIABILITY NOT APPLICABLE COMBINED SINGLE LIMIT Ea accident $ XXXXXXX BODILY INJURY (Per person) $ XXXXXXX ANY AUTO OWNED AUTOS ONLY AUTOSULED BODILY INJURY (Per accident) $ XXXXXXX PROPERTY DAMAGE Per accident $ XXX��XX HIRED NON -OWNED AUTOS ONLY AUTOS ONLY $ XXXXXXX UMBRELLA LIAB OCCUR NOT APPLICABLE EACH OCCURRENCE $ XXXXXXX AGGREGATE $ XXXXXXX EXCESS LIAB CLAIMS -MADE DED RETENTION $ $ XXXXXXX W KERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXEWINE NOT APPLICABLE PER OTH- STATUTE I ER E.L. EACH ACCIDENT $ XXXXXXX OFFICER/MEMBER EXCLUDED? ❑ (Mandatory in NH) N / A 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.14NTB JOB #77330; IMMOKALEE ROAD AT RANDALL BOULEVARD INTERSECTION IMPROVEMENTS; SOLICITATION 21-7901. CERTIFICATE HOLDER CANCELLATION See Attachment 17592026 COLLIER COUNTY BOARD OF COUNTY COMMISSIONE S SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORI 43295 TAMIAMI TRAIL EAST THE EXPIRATION DATE THEREOF, NOTICE W LL BE DELIVERED II N295 TA I MIT ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTA Q © 1988''2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD Packet Pg. 418 Attachment Code: D553197 Certificate ID: 17592026 11.1.2 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: m 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 c cancellation for non-payment of premium, N N N 3. a sixty (60) day prior written notice of shall be given for non -renewal of this policy. J IL B. The Insurer shall provide sixty (60) days prior written notice of a Material Change during I 0�0 the policy period to the Certificate Holder(s). Z 2 Other than the right to receive notice of cancellation or a notice of a material change as set forth herein, this I 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 rn ti 2. Material Change means the addition of an endorsement(s) to the policy after the policy inception date N which: c m s a. Reduces the Limits of Insurance/Liability; or b. Adds an Exclusion(s) to the policy. Q Packet Pg. 419 1 11.1.3 1 ACORO CERTIFICATE OF LIABILITY INSURANCE DATE IN 1/1/2023 12/21/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THI: CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIE7 BELOW THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURERS), AUTHORIZE[ 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 endorsec If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement of this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTACT PRODUCER LOckton Companies NAME: 444 W. 47th Street, Suite 900 PHONE FAX IAIC,Kansas City MO 64112-1906 E-MAIL o Ext . A/C No (816)960-9000 ADDRESS: kctsu@lockton.com INSURER(S) AFFORDING COVERAGE ==NAIC # INSURER A : Zurich American Insurance Comnanv 1 1653 INSURED HNT13 CORPORATION 1489520 201 N. FRANKLIN STREET, SUITE 1200 TAMPA FL 33602 INSURER C : INSURER E : 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 PERIO[ INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THI; CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERM: EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER MM DDPOLICY /YYYY MM/ D/YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE � OCCUR Y N GLO 0769451 1/1/2022 1/1/2023 EACH OCCURRENCE $ 2,000,000 A AGE TO PREM SES Ea o'cu ence $ 1,000,000 MED EXP (Any one person) $ 10,000 PERSONAL & ADV INJURY $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY jE X LOC OTHER: GENERAL AGGREGATE $ 4,000,000 PRODUCTS - COMP/OP AGG $ 4,000,000 $ A AUTOMOBILE LIABILITY ANY AUTO OWNED AUTOS ONLY AUTOSULED HIRED NON -OWNED AUTOS ONLY AUTOS ONLY y 1q BAP 0769452 1/1/2022 1/1/2023 COMBINED SINGLE LIMIT Ea accident $ 2,000,000 X BODILY INJURY (Per person) $ XXXXXXX BODILY INJURY (Per accident) $ XXXXXXX PROPERTY DAMAGE Per accident $ XXX��XX $ XXXxxXX B X UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS -MADE Y N AUC 1424208 1/1/2022 1/1/2023 EACH OCCURRENCE $ 5,000,000 X AGGREGATE $ 5,000,000 DED RETENTION $ $ XXXXXXX A KERSOT- W AND EMPLEMPL COMPENSATIONOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXEWINE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A N WC 0769453 1/1/2022 1/1/2023 X STATUTE ERH E.L. EACH ACCIDENT $ 1000 000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 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.14NTB 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 COMMISSIONI" S SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORI 43295 TAMIAMI CRATE EAST THE EXPIRATION DATE THEREOF, NOTICE W LL BE DELIVERED II N295 TA I MIT ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTA r� Q © 1988''2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD Packet Pg. 420 Attachment Code: D588365 Certificate ID: 17592020 Blanket Notification to Others of Cancellation or Non -Renewal 0 Policy No. GLO 0769451 Endorsement Eff. Date of Pol. 1 /1 /2022 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part Exp. Date of Pol. 1 /1 /2023 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. Includes copyrighted material of Insurance Services Office, Inc., with its permission. a U-GL-1521-A CW (10/12) Page 1 of 1 Packet Pg. 421 Attachment Code: D588367 Certificate ID: 17592020 11.1.3 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 L c 0 U THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. a •N a� This endorsement modifies insurance provided under the: o Commercial Automobile Coverage Part 0 0 L A. If we cancel or non -renew this Coverage Part by written notice to the first Named Insured, we will mail or deliver 00 notification that such Coverage Part has been cancelled or non -renewed to each person or organization shown in a list m provided to us by the first Named Insured if you are required by written contact or written agreement to provide such 0 :r 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: L 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 m 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 N N 2. At least 30 days prior to the effective date of: m 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 L only. Our failure to provide such mailing or delivery will not: y 1. Extend the Coverage Part cancellation or non -renewal date; 2. Negate the cancellation or non -renewal; or r ti 3. Provide any additional insurance that would not have been provided in the absence of this endorsement. N D. We are not responsible for the accuracy, integrity, timeliness and validity of information contained in the list provided to c us as described in Paragraphs A. and B. of this endorsement. E t 0 All other terms and conditions of this policy remain unchanged. Q U-CA-832-A CW (01/13) Page 1 of 1 Packet Pg. 422 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 Packet Pg. 423 uol;aasaa;ul PAIS IlePUeM : OCZZZ) u6lsaa- UOIIOGSJ04UI PAIS IlepUeM ZZ-ZVL 6ul;aavq OO8 :;uauayaepv CU LU 0 0 a v co m N z_ Q MMp VJ Q z }' o 4 W Na--+ , N v -I-- w CL OC f6 DC Q o a) Q O N % ca aJ 0 a--+ v , tiA 00 N - a--+ Q0 cn O C— 1 _ o o Q O .N z E •0 `� 0 E cn O M N O `� O — 0- cM O N L L 0 a--+ s U (� oC a- O V)- U z z z z c x z i o S F I cr a ?YNi7 fl"J 1 2 3N 1S QNid 4g C 0DU 3N1SNltl �W J Q 3NLSFal � 0 W z W z W+W z z° z W z � ; J 3N1S i 311i Hli N1 Nlt 3N S ", 9 i9 NO N1 MN1SOW � o MN 1S Nit 0 W W W W 1 N a m m a uol;aasaa;ul PAIS IlePUeM : OEZZZ) u6lsaa- UOIIOGSJ04UI PAIS IlePUeM ZZ-ZI,-L 6ul;aavq OO8 :;uauayaepv m C6 N m U • �_ O W N ra +-+ f 6 � Q J Qra r� J c6 oC +J C6 O a--+ +j 0 O •� O O v •� N p DC p —� +-+ m v > N tZ0 O 00 E _>- � X O •ro DC p • N O +_+ U V +� 4- O o E v 4A � p E — •> c6 0 p pC +, N — — E +J O p O O •� Q. `~ O w E fo U j C6 •— � O p V) a-+ Xv O (o i j Ln Ln c6 > N O m •N aO-+ v m p E i O N L U N 0 � 0 U N O c6 Ca N =3 n o a--+ N a Q N O— = LL-C O— — O v — +, O +, L c6 U C: to +� N N E m w c6 m > O In Q N U i1 DC }� v 5 p cOn +�-+ U fo O V �mco v �'� �obD N 4-J L a1 N 0 N� C)� U Q Q v n3 LO N a. m v R a UOIIOOSJ84UI PM8 118PUBM : 0£ZZZ) uGlsaa- uol;36sa8;ul PM8 118PUBN ZZ-ZI,-1 BU140OW 338 :4UgWLI3e;;d N a m m a UOIIOOSJ84UI PM8 118PUBM : 0£ZZZ) uGlsaa- uol;36sa8;ul PM8 118PUBN ZZ-Z6-1 BU140OW 338 :4UgWLI3e;;d EE m 0 m a p o rl ['A W Y N h D W 2 CV h W W j`x m �Y E m W -0 W � 05 uol;aasaa;ul PAIS IlePUeM : OEZZZ) u6lsaa- UOIIOGSJ04UI PAIS IlePUeM ZZ-ZI,-L 6ul;aavq OO8 :;uauayaepv fth i Q) 0 LL LM N 4A s � am L. N .m 0 V .(A �s •° o V L N M i 0 ,t co N a. m a uol;aasaa;ul PAIS IlePUeM OEZZZ) u6lsaa- UOIIOGSJ04UI PAIS IlePUeM ZZ-ZVL 6ul;aavq OO8 :;uauayaepv N T � T a Z e a �o 0 oa rl m v o H m H i ca t i i U m (D O cn bz o E 4-j a� O V O .� .� O 0 w = V m - _a) u E uol;aasaa;ul PAIS IlePUeM : OEZZZ) u6lsaa- UOIIOGSJ04UI PAIS IlePUeM ZZ-ZI,-L 6ul;aavq OO8 :;uauayaepv N U Ln C6 O .N O O a-j cr a� oc Co ro O a✓ O a-j ro a) E E O U U L N ate-+ O fa a--+ � U DC can C: a -a ca � b.0 > 0 m O C m O U O ca � DC a-j ca r-i _0 O ro am O � oc n1 W N o ro � z O E Ln E O O a✓ 1 a� E 0 E c� rn N O N m m -V. E z a✓ a �O CL