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Agenda 05/27/2014 Item #16A17 5/27/2014 16.A.17. EXECUTIVE SUMMARY Recommendation to approve the award of Contract Number 13-6085 to Kisinger Campo & Associates, Corp., for professional design and related services for the "Vanderbilt Drive Bridge Replacements," CR301 Bridges - Bridge Numbers 030177 and 030178 Project Number 66066 in the amount of 5674,270.29. On June 25, 2013, the Board of County Commissioners approved the recommended short-list of consultants and directed negotiations with the top ranked firm, Kisinger Campo & Associates, Corp. OBJECTIVE: To obtain professional design and related services for the replacement of two Vanderbilt Drive bridges, Bridge Number 030177 over Little Horse Pass and Bridge Number 030178 over a tidal creek. CONSIDERATIONS: The purpose of this Project is to replace the existing two functionally obsolete bridges located on Vanderbilt Drive in Collier County, Florida and resurface/reconstruct the road from approximately 300 feet south of Bridge Number 030178 to the south end of the Florida Department of Transportation (FDOT) Cocohatchee River Bridge (Bridge Number 034176). Public utilities impacted by project activities such as structural, road and drainage work will be designed and relocated as part of this project through funding provided by the Public Utilities Division. Vanderbilt Drive is a north-south major collector roadway that runs parallel to the west of US4l between Bonita Beach Road and Vanderbilt Beach Road and is designated by Collier County as a hurricane evacuation route. It provides access to numerous residential communities and various recreational facilities. Both bridges were built in 1964 and are currently identified by the FDOT as having low sufficiency ratings.. with Bridge Number 030177 also being classified as functionally obsolete. In 2012, the County, through its Consulting Engineering Services Contract, developed a Bridge Program Study Report. This study identified deficiencies extensive enough to warrant replacement of Bridge Numbers 030177 and 030178. The Transportation Engineering Department (TE) requested proposals from qualified firms under RFP Number 13-6085 to provide professional design and related services for the replacement of Two Vanderbilt Drive Bridges (Bridge Number 030177 over Little Horse Pass and Bridge Number 030178 over a tidal creek). These services include, but are not limited to, design engineering, permitting services, specification submittal, project management, bidding support services, and post construction services. On March 28, 2013, RFP Number 13-6085 was posted as a two-step solicitation process and 1,087 notices were sent out. A non-mandatory pre-proposal meeting was held on April 8, 2013. The first step was to receive letters of interest and have a committee short-list to a maximum of three (3) qualified firms. Firms included in the top three (3) were to submit full technical proposals for evaluation and the selection committee would make a final ranking of the best overall proposal. Five (5) letters of interest were received by the due date of April 17, 2013. On April 29, 2013, a selection committee short-listed the three (3) top ranked firms for evaluation of their technical proposals. On May 30, 2013,the selection committee by consensus ranked the three firms as follows: I) Kisinger Campo& Associates, Corp. 2) Cardno TBE 3) Atkins North America, Inc. On June 25, 2013, the Board of County Commissioners approved the recommended short-list of consultants and directed negotiations with the top ranked firm, Kisinger Campo & Associates, Corp. Packet Page-523- 5/27/2014 16.A.17. Staff began negotiations with Kisinger Campo & Associates, on February 7, 2014. The negotiations resulted in a final price of$674,270.29. This amount includes allowances for certain services that may or may not be utilized, depending on the progression of the project and related requirements. The contract price schedule contains a breakdown of the lump sum tasks and time and material tasks including Allowances. FISCAL IMPACT: Funding is available for this design contract as follows: Project Number Division Fund Amount Source of Funds 66066 GMD 313 $603,366.86 Gas Taxes 70071 PUD 412 $35,451.22 Water Capital 73065 PUD 414 $35,452.21 Wastewater Capital Execution of this design contract will not have an impact on operation and maintenance costs. However, the subsequent construction contract can be expected to have the following operational and maintenance impacts: 1. The existing bridge replacements are not expected to generate additional annual operating costs during their approximate 75 year life cycle. Operational and maintenance costs are anticipated to be reduced during the initial years of service. 2. The relocated water and wastewater assets will have an approximate life expectancy of 50 years and are not expected to generate additional annual operating costs. LEGAL CONSIDERATIONS: This item is approved as to form and legality, and requires majority vote for Board approval_—SRT GROWTH MANAGEMENT IMPACT: There is no impact to the Growth Management Plan related to this action. RECOMMENDATION: That the Board of County Commissioners award and approve Contract Number 13-6085 to Kisinger Campo & Associates, Corp and authorize the Chairman to execute the standard contract after County Attorney approval. Prepared By: Anthony O. Stolts P.F., Sr. Project Manager,Transportation Engineering Department. Attachments: 1) Contract; 2) REP 13-6178; 3) Kisinger Campo & Associates, Corp.. Proposal; and 4) Final Scoring Ranking Packet Page -524- 5/27/2014 16.A.17. COLLIER COUNTY Board of County Commissioners Item Number: 16.16.A.16.A.17. Item Summary: Recommendation to approve the award of Contract Number 13-6085 to Kisinger Campo &Associates, Corp., for professional design and related services for the "Vanderbilt Drive Bridge Replacements," CR301 Bridges - Bridge Numbers 030177 and 030178 Project Number 66066 in the amount of$674,270.29. On June 25, 2013, the Board of County Commissioners approved the recommended short-list of consultants and directed negotiations with the top ranked firm, Kisinger Campo & Associates, Corp. Meeting Date: 5/27/2014 Prepared By Name: StoltsAnthony Title: Project Manager, Senior, Transportation Road Maintenance 4/25/2014 4:06:45 PM Submitted by Title: Project Manager, Senior, Transportation Road Maintenance Name: StoltsAnthony 4/25/2014 4:06:46 PM Approved By Name: PutaansuuGary Title: Project Manager, Principal,Transportation Engineering& Construction Management Date: 4/28/2014 7:52:50 AM Name: CummingsRhonda Title: Procurement Specialist, Purchasing& General Services Date: 4/28/2014 10:17:50 AM Name: WardKelsey Title: Manager-Procurement,Purchasing&General Services Date: 4/28/2014 4:52:43 PM Packet Page -525- 5/27/2014 16.A.17. Name: MarkiewiczJoanne Title: Director-Purchasing/General Services, Purchasing& General Services Date: 4/28/2014 8:29:52 PM Name: TaylorLisa Title:Management/Budget Analyst,Transportation Administration Date: 4/29/2014 2:24:31 PM Name: AhmadJay Title: Director-Transportation Engineering, Transportat Date: 4/29/2014 4:00:38 PM Name: Nathan Beals Title: Project Manager,Public Utilities Engineering Date: 4/29/2014 4:00:48 PM Name: KearnsAllison Title: Manager Financial &Operational Support, Transportation Administration Date: 4/30/2014 11:53:16 AM Name: KearnsAllison Title: Manager Financial & Operational Support, Transportation Administration Date: 4/30/2014 11:59:05 AM Name: LynchDiane Title: Supervisor- Operations. Road Maintenance Date: 5/2/2014 12:01:03 PM Name: ChmelikTom Title: Director-Public Utilities Engineering, Public Utilities Engineering Date: 5/6/2014 8:42:36 AM Name: TeachScott Title: Deputy County Attorney, County Attorney Date: 5/6/2014 3:13:33 PM Name: MarcellaJeanne Title: Executive Secretary, Transportation Planning Date: 5/15/2014 9:52:34 AM Name: KlatzkowJeff Title: County Attorney, Date: 5/1 5/2014 11:34:30 AM Packet Page -526- 5/27/2014 16.A.17. Name: UsherSusan Title: Management/Budget Analyst, Senior, Office of Management&Budget Date: 5/19/2014 2:37:19 PM Name: OchsLeo Title: County Manager, County Managers Office Date: 5/19/2014 3:44:37 PM Packet Page -527- 5/27/2014 16.A.17. Contract # 13-6085 "Design and Related Services for Vanderbilt Drive Bridge Replacements" PROFESSIONAL SERVICES AGREEMENT THIS AGREEMENT is made and entered into this day of , 2014 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" or "OWNER") and Kisinger Campo & Associates, Corp., authorized to do business in the State of Florida, whose business address is One Tampa City Center, 201 North Franklin Street, Suite 400, Tampa, FL 33602 (hereinafter referred to as the "CONSULTANT"). VVITNESSETH: WHEREAS, the OWNER desires to obtain the professional Consulting services of the CONSULTANT for Design and Related Services concerning Vanderbilt Drive Bridge Replacements (hereinafter referred to as the "Project"), said services being more fully described in Schedule A, "Scope of Services", which is attached hereto and incorporated herein; WHEREAS, the CONSULTANT has submitted a proposal for provision of those services; and WHEREAS, the CONSULTANT represents that it has expertise in the type of professional services that will be required for the Project. NOW, THEREFORE, in consideration of the mutual covenants and provisions contained herein, the parties hereto agree as follows: Packet Page -528- 5/27/2014 16.A.17. ARTICLE ONE CONSULTANT'S RESPONSIBILITY 1.1. CONSULTANT shall provide to OWNER professional Design and Related Services Consulting 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 OWNER for all Basic Services is set forth in Article Five and Schedule B, "Basis of Compensation", which is attached hereto and incorporated herein. 1.3. The CONSULTANT agrees to obtain and maintain throughout the period of this Agreement all such licenses as are required to do business in the State of Florida and in Collier County, Florida, including, but not limited to, all licenses required by the respective state boards and other governmental agencies responsible for regulating and licensing the professional services to be provided and performed by the CONSULTANT pursuant to this Agreement. 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 OWNER. 1.5. CONSULTANT designates Julian Gutierrez, PE, a qualified licensed professional to serve as the CONSULTANT'S project coordinator (hereinafter referred to as the "Project Coordinator"). The Project Coordinator is authorized and responsible to act on behalf of the CONSULTANT with respect to directing, coordinating and administering all aspects of the services to be provided and performed under this Agreement. Further, the Project Packet Page -529- i 5/27/2014 16.A.17. Coordinator has full authority to bind and obligate the CONSULTANT on all matters arising this Agreement.a The CONSULTANT agrees that the Project Coordinator out of or relating to tn15 HyICCntei��. � iic CONSULTANT agrees that •���- � �----- 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 OWNER'S prior written approval, and if so removed must be immediately replaced with a person acceptable to OWNER. 1.6. CONSULTANT agrees, within fourteen (14) calendar days of receipt of a written request from Owner to promptly remove and replace the Project Coordinator, or any other personnel employed or retained by the CONSULTANT, or any subconsultants or subcontractors or any personnel of any such subconsultants or subcontractors engaged by the CONSULTANT to provide and perform services or work pursuant to the requirements of this Agreement, said request may be made with or without cause. Any personnel so removed must be immediately replaced with a person acceptable to OWNER. 1.7. The CONSULTANT represents to the OWNER 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 OWNER'S review and approval and shall be in accordance with the generally accepted standards of professional practice in the State of Florida, as well as in accordance with all applicable laws, statutes, including but not limited to the Local Government Prompt Payment Act (218.735 and 218.76 F.S.), as amended, the Florida Public Records Law Chapter 119 (including specifically those contractual requirements at F.S. § 119.0701(2)(a)-(d) and (3)), ordinances, codes, rules, regulations and requirements of any governmental agencies, and the Florida Building Code where applicable, which regulate or have jurisdiction over the Project or the services to be provided and performed by CONSULTANT hereunder. In the event of any conflicts in these requirements, the 3 QD? II Packet Page -530- 5/27/2014 16.A.17. CONSULTANT shall notify the OWNER of such conflict and utilize its best professional judgment to advise OWNER regarding resolution of each such conflict OWNER'S approval jul.dy111G�1� to advise ..��,. regarding approval the design documents in no way relieves CONSULTANT of its obligation to deliver complete and accurate documents necessary for successful construction of the Project. 1.7.1 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 CONSULTANT 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 COUNSULTANT'S non-performance whether or not the COUNTY obtained substitute performance. 1.8. CONSULTANT agrees not to divulge, furnish or make available to any third person, firm or organization, without OWNER'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 OWNER prompt written notice of any such subpoenas. 4 Packet Page -531- 5/27/2014 16.A.17. 1.9 As directed by OWNER, all plans and drawings referencing a specific geographic area must be submitted in a MicroStation DGN or AutoCAD DWG format on a CD or DVD, drawn in the Florida State Plane East (US Feet) Coordinate System (NAD 83/90). The drawings should either reference specific established Survey Monumentation, such as Certified Section Corners (Half or Quarter Sections are also acceptable), or when implemented, derived from the RTK (Real-Time Kinematic) GPS Network as provided by OWNER. 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 If authorized in writing by OWNER through a Change Order to this Agreement, CONSULTANT shall furnish or obtain from others Additional Services of the types listed in Article Two herein. The agreed upon scope, compensation and schedule for Additional Services shall be set forth in the 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 OWNER'S Purchasing Ordinance and Procedures in effect at the time such services are authorized. These services will be paid for by OWNER as indicated in Article Five and Schedule B. Except in an emergency endangering life or property, any Additional Services must be approved in writing via an Amendment to this Agreement prior to starting such services. OWNER will not be responsible for the costs of Additional Services commenced without such express prior written approval. Failure to obtain such prior written approval for Additional Services will be deemed: (i) a waiver of any claim by CONSULTANT for such Additional Services and (ii) an admission by CONSULTANT that such Work is not additional but rather a part of the Basic Services required of CONSULTANT hereunder. If OWNER determines that a change in the 5 Packet Page -532- 5/27/2014 16.A.17. Agreement is required because of the action taken by CONSULTANT in response to an Amendment ndmena hall be issued to document the consequences of the changes emergency, an �.n iCi iui i icy�� s��a�� be �J�u�.. .., or variations, provided that CONSULTANT has delivered written notice to OWNER of the emergency within forty-eight (48) hours from when CONSULTANT knew or should have known of its occurrence. Failure to provide the forty-eight (48) hour written notice noted above, waives CONSULTANT'S right it otherwise may have had to seek an adjustment to its compensation or time of performance under this Agreement. The following services, if not otherwise specified in Schedule A as part of Basic Services, shall be Additional Services: 2.1. 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. 2.2. Services resulting from significant changes in the general scope, extent or character of the Project or its design including, but not limited to, changes in size, complexity, OWNER'S schedule or character of construction; and revising studies, reports, design documents or Contract Documents previously accepted by OWNER when such revisions are required by changes in laws, rules, regulations, ordinances, codes or orders enacted subsequent to and not reasonably anticipated prior to the preparation of such studies, reports or documents, or are due to any other causes beyond CONSULTANT'S control and fault. 2.3 Providing renderings or models for OWNER'S use. 2.4 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 OWNER in obtaining such process licensing. 6 Packet Page -533- 5/27/2014 16.A.17. 2.5. Furnishing services of independent professional associates and consultants for other than the Basic Services to be provided by CONSULTANT hereunder. 2.6. Services during travel outside of Collier and Lee Counties required of CONSULTANT and directed by OWNER, other than visits to the Project site or OWNER's office. 2.7 Preparation of operating, maintenance and staffing manuals, except as otherwise provided for herein. 2.8. Preparing to serve or serving as a CONSULTANT or witness for OWNER 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). 2.9 Additional services rendered by CONSULTANT in connection with the Project, not otherwise provided for in this Agreement or not customarily furnished in Collier County as part of the Basic Services in accordance with generally accepted professional practice. ARTICLE THREE OWNER'S RESPONSIBILiTIES 3.1. The OWNER shall designate in writing a project manager to act as OWNER'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 OWNER'S policies and decisions with respect to CONSULTANT'S services for the Project. However, the Project Manager is not authorized to issue any verbal or written orders or instructions to the CONSULTANT that 7 B Packet Page-534- 5/27/2014 16.A.17. would have the effect, or be interpreted to have the effect, of modifying or changing in any way whatever: (a) The scope of services to be provided and performed by the CONSULTANT hereunder; (b) The time the CONSULTANT is obligated to commence and complete all such services; or (c) The amount of compensation the OWNER is obligated or committed to pay the CONSULTANT. 3.2. The Project Manager shall: (a) Review and make appropriate recommendations on all requests submitted by the CONSULTANT for payment for services and work provided and performed in accordance with this Agreement; (b) Provide all criteria and information requested by CONSULTANT as to OWNER's requirements for the Project, including design objectives and constraints, space, capacity and performance requirements, flexibility and expandability, and any budgetary limitations; (c) Upon request from CONSULTANT, assist CONSULTANT by placing at CONSULTANT'S disposal all available information in the OWNER'S possession pertinent to the Project, including existing drawings, specifications, shop drawings, product literature, previous reports and any other data relative to the Project; (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 OWNER with respect to the services to be rendered by CONSULTANT hereunder. 8 2 Packet Page -535- 5/27/2014 16.A.17. ARTICLE FOUR TIMEAr I IIVIC 4.1. Services to be rendered by CONSULTANT shall be commenced subsequent to the execution of this Agreement upon written Notice to Proceed from OWNER for all or any designated portion of the Project and shall be performed and completed in accordance with the Project Milestone Schedule attached hereto and made a part hereof as Schedule C. Time is of the essence with respect to the performance of this Agreement. 4.2. Should CONSULTANT be obstructed or delayed in the prosecution or completion of its services as a result of unforeseeable causes beyond the control of CONSULTANT, and not due to its own fault or neglect, including but not restricted to acts of nature or of public enemy, acts of government or of the OWNER, fires, floods, epidemics, quarantine regulations, strikes or lock-outs, then CONSULTANT shall notify OWNER in writing within five (5) working days after commencement of such delay, stating the specific cause or causes thereof, or be deemed to have waived any right which CONSULTANT may have had to request a time extension for that specific delay. 4.3. No interruption, interference, inefficiency, suspension or delay in the commencement or progress of CONSULTANT'S services from any cause whatsoever, including those for which OWNER 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 OWNER. CONSULTANT'S sole remedy against OWNER will be the right to seek an extension of time to its schedule provided, however, the granting of any such time extension shall not be a condition precedent to the aforementioned "No Damage For Delay" provision. This paragraph shall expressly apply to claims for early completion, as well as claims based on late completion. Provided, however, if through no fault or neglect of CONSULTANT, the services to be provided hereunder have been delayed for a total of 180 calendar days, 9 -0/0 Packet Page -536- 5/27/2014 16.A.17. CONSULTANT'S compensation shall be equitably adjusted, with respect to those services that have not yet been performed, to reflect the incremental increase in costs experienced by CONSULTANT, if any, as a result of such delays. 4.4 Should the CONSULTANT fail to commence, provide, perform or complete any of the services to be provided hereunder in a timely manner, in addition to any other rights or remedies available to the OWNER hereunder, the OWNER 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 OWNER's satisfaction that the CONSULTANT'S performance is or will shortly be back on schedule. 4.5 In no event shall any approval by OWNER authorizing CONSULTANT to continue Y pp Y 9 performing Work under this Agreement or any payment issued by OWNER to CONSULTANT be deemed a waiver of any right or claim OWNER may have against CONSULTANT for delay or any other damages hereunder. ARTICLE FIVE COMPENSATION 5.1. Compensation and the manner of payment of such compensation by the OWNER 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. ARTICLE SIX OWNERSHIP OF DOCUMENTS 6.1. Upon the completion or termination of this Agreement, as directed by OWNER, CONSULTANT shall deliver to OWNER copies or originals of all records, documents, drawings, notes, tracings, plans, MicroStation or AutoCAD files, specifications, maps, 10 r:4( Packet Page -537- 5/27/2014 16.A.17. evaluations, reports and other technical data, other than working papers, prepared or developed by or for CONSULTANT under this Agreement ("Project Documents"). OWNER 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 OWNER 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 OWNER to pay any additional compensation, CONSULTANT hereby grants to OWNER a nonexclusive, irrevocable license in all of the Project Documents for OWNER'S use on this Project. CONSULTANT warrants to OWNER that it has full right and authority to grant this license to OWNER. Further, CONSULTANT consents to OWNER'S use of the Project Documents to complete the Project following CONSULTANT'S termination for any reason or to perform additions to or remodeling, replacement or renovations of the Project. CONSULTANT also acknowledges OWNER may be making Project Documents available for review and information to various third parties and hereby consents to such use by OWNER. 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. OWNER, or any duly authorized agents or representatives of OWNER, 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. 11 Packet Page -538- 5/27/2014 16.A.17. ARTICLE EIGHT INDEMNIFICATION 8.1. To the maximum extent permitted by Florida law, CONSULTANT shall indemnify and hold harmless OWNER, its officers and employees from any and all liabilities, damages, losses and costs, including, but not limited to, reasonable attorneys' fees and paralegals' fees, to the extent caused by the negligence, recklessness, or intentionally wrongful conduct of CONSULTANT or anyone employed or utilized by the CONSULTANT in the performance of this Agreement. This indemnification obligation shall not be construed to negate, abridge or reduce any other rights or remedies which otherwise may be available to an indemnified party or person described in this paragraph. ARTICLE NINE INSURANCE 9.1. CONSULTANT shall obtain and carry, at all times during its performance under the Contract Documents, insurance of the types and in the amounts set forth in SCHEDULE D to this Agreement. 9.2 All insurance shall be from responsible companies duly authorized to do business in the State of Florida. 9.3 All insurance policies required by this Agreement shall include the following provisions and conditions by endorsement to the policies: 9.3.1. All insurance policies, other than the Business Automobile policy, Professional Liability policy, and the Workers Compensation policy, provided by CONSULTANT to meet the requirements of this Agreement shall name Collier County Government, Collier County, Florida, as an additional insured as to the operations of CONSULTANT under this Agreement and shall contain a severabiiity of interests provisions. 12 Packet Page -539- 5/27/2014 16.A.17. 9.3.2. Companies issuing the insurance policy or policies shall have no recourse against OWNER for payment of premiums or assessments for any deductibles which all are at the sole responsibility and risk of CONSULTANT. 9.3.3. All insurance coverage of CONSULTANT shall be primary to any insurance or self-insurance program carried by OWNER 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 OWNER applicable to this Project. 9.3.4. The Certificates of Insurance must read: For any and all work performed on behalf of Collier County, or reference this contract number. 9.3.5. All insurance policies shall be fully performable in Collier County, Florida, and shall be construed in accordance with the laws of the State of Florida. 9.4. CONSULTANT, its subconsultants and OWNER shall waive all rights against each other for damages covered by insurance to the extent insurance proceeds are paid and received by OWNER, except such rights as they may have to the proceeds of such insurance held by any of them. 9.5 All insurance companies from whom CONSULTANT obtains the insurance policies required hereunder must meet the following minimum requirements: 9.5.1. The insurance company must be duly licensed and authorized by the Department of Insurance of the State of Florida to transact the appropriate insurance business in the State of Florida. 9.5.2. The insurance company must have a current A. M. Best financial rating of "Class VI" or higher. ARTICLE TEN SERVICES BY CONSULTANT'S OWN STAFF 10.1. The services to be performed hereunder shall be performed by CONSULTANT'S own staff, unless otherwise authorized in writing by the OWNER. The employment of, contract 13 Packet ac et Page -540- 5/27/2014 16.A.17. 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 OWNER. No provision of this Agreement shall, however, be construed as constituting an agreement between the OWNER 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 OWNER 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. CONSULTANT also has identified each subconsultant and subcontractor it intends to utilize on the Project in Schedule F. All personnel, subconsultants and subcontractors identified in Schedule F shall not be removed or replaced without OWNER'S prior written consent. 10.3 CONSULTANT is liable for all the acts or omissions of its subconsultants or subcontractors. By appropriate written agreement, the CONSULTANT shall require each subconsultant or subcontractor, to the extent of the Services to be performed by the subconsultant or subcontractor, to be bound to the CONSULTANT by the terms of this Agreement, and to assume toward the CONSULTANT all the obligations and responsibilities which the CONSULTANT, by this Agreement, assumes toward the OWNER. Each subconsultant or subcontract agreement shall preserve and protect the rights of the OWNER under this Agreement with respect to the Services to be performed by the subconsultant or subcontractor so that the subconsulting or subcontracting thereof will not prejudice such rights. Where appropriate, the CONSULTANT shall require each subconsultant or 14 Packet Page -541- 5/27/2014 16.A.17. subcontractor to enter into similar agreements with its sub-subconsultants or sub- subcontractors. 10.4 CONSULTANT acknowledges and agrees that OWNER 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 OWNER and any subconsultant or subcontractor. Further, all such contracts shall provide that, at Owner's discretion, they are assignable to OWNER upon any termination of this Agreement. ARTICLE ELEVEN WAIVER OF CLAIMS 11.1. CONSULTANT'S acceptance of final payment shall constitute a full waiver of any and all claims, except for insurance company subrogation claims, by it against OWNER arising out of this Agreement or otherwise related to the Project, and except those previously made in writing in accordance with the terms of this Agreement and identified by CONSULTANT as unsettled at the time of the final payment. Neither the acceptance of CONSULTANT'S services nor payment by OWNER shall be deemed to be a waiver of any of OWNER'S rights against CONSULTANT. ARTICLE TWELVE TERMINATION OR J SPE NS IOr4 12.1. CONSULTANT shall be considered in material default of this Agreement and such default will be considered cause for OWNER 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 OWNER, or (c) the bankruptcy or insolvency or a 15 Packet Page -542- 5/27/2014 16.A.17. general assignment for the benefit of creditors by CONSULTANT or by any of II 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 OWNER may so terminate this Agreement, in whole or in part, by giving the CONSULTANT seven (7) calendar days written notice of the material default. 12.2. If, after notice of termination of this Agreement as provided for in paragraph 12.1 above, it is determined for any reason that CONSULTANT was not in default, or that its default was excusable, or that OWNER otherwise was not entitled to the remedy against CONSULTANT provided for in paragraph 12.1, then the notice of termination given pursuant to paragraph 12.1 shall be deemed to be the notice of termination provided for in paragraph 12.3, below, and CONSULTANT's remedies against OWNER shall be the same as and be limited to those afforded CONSULTANT under paragraph 12.3, below. 12.3. OWNER 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 OWNER shall be limited to that portion of 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 OWNER, including, but not limited to, anticipated fees or profits on work not required to be performed. CONSULTANT must mitigate all such costs to the greatest extent reasonably possible. 12.4. Upon termination and as directed by Owner, the CONSULTANT shall deliver to the OWNER all original papers, records, documents, drawings, models, and other material set 16 Packet Page -543- 5/27/2014 16.A.17. forth and described in this Agreement, including those described in Section 6, that are in rnkiqi poccaccinn nr under its control. 12.5. The OWNER shall have the power to suspend all or any portions of the services to be provided by CONSULTANT hereunder upon giving CONSULTANT two (2) calendar days prior written notice of such suspension. If all or any portion of the services to be rendered hereunder are so suspended, the CONSULTANT'S sole and exclusive remedy shall be to seek an extension of time to its schedule in accordance with the procedures set forth in Article Four herein. 12.6 In the event (i) OWNER 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) OWNER otherwise persistently fails to fulfill some material obligation owed by OWNER to CONSULTANT under this Agreement, and (ii) OWNER 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 OWNER a second fourteen (14) days written notice of CONSULTANT's intention to stop performance under the Agreement. If the Services are so stopped for a period of one hundred and twenty (120) consecutive days through no act or fault of the CONSULTANT or its subconsultant or subcontractor or their agents or employees or any other persons performing portions of the Services under contract with the CONSULTANT, the CONSULTANT may terminate this Agreement by giving written notice to OWNER of CONSULTANT'S intent to terminate this Agreement. If OWNER 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 OWNER, terminate the Agreement and recover from the Owner payment for Services performed through the termination date, but in no event shall CONSULTANT be entitled to payment for Services not performed or any other damages from Owner. 17 v� Packet Page -544- 5/27/2014 16.A.17. ARTICLE THIRTEEN TRUTH IN NEGOTIATION REPRESENTATIONS 13.1. CONSULTANT warrants that CONSULTANT has not employed or retained any company or person, other than a bona fide employee working solely for CONSULTANT, to solicit or secure this Agreement and that CONSULTANT has not paid or agreed to pay any person, company, corporation, individual or firm, other than a bona fide employee working solely for CONSULTANT, any fee, commission, percentage, gift or any other consideration contingent upon or resulting from the award or making of this Agreement. 13.2. In accordance with provisions of Section 287.055, (5)(a), Florida Statutes, the CONSULTANT agrees to execute the required Truth-In-Negotiation Certificate, attached hereto and incorporated herein as Schedule E, certifying that wage rates and other factual unit costs supporting the compensation for CONSULTANT'S services to be provided under this Agreement are accurate, complete and current at the time of the Agreement. The CONSULTANT agrees that the original Agreement price and any additions thereto shall be adjusted to exclude any significant sums by which the OWNER 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. 3r 18 Packet Page -545- -- 5/27/2014 16.A.17. ARTICLE FIFTEEN MODIFICATION 15.1. No modification or change in this Agreement shall be valid or binding upon either party unless in writing and executed by the party or parties intended to be bound by it. ARTICLE SIXTEEN NOTICES AND ADDRESS OF RECORD 16.1. All notices required or made pursuant to this Agreement to be given by the CONSULTANT to the OWNER shall be in writing and shall be delivered by hand, by fax, or by United States Postal Service Department, first class mail service, postage prepaid, addressed to the following OWNER'S address of record: Board of County Commissioners Collier County Florida Purchasing Department 3327 Tamiami Trail East Naples, FL 34112 Attention: Joanne Markiewicz, Director, Procurement Services Telephone: 239-252-8407 • Fax: 239-252-6480 16.2. All notices required or made pursuant to this Agreement to be given by the OWNER to the CONSULTANT shall be made in writing and shall be delivered by hand, by fax or by the united States Postal Service Department, first class mail service, postage prepaid, addressed to the following CONSULTANT'S address of record: Kisinger Campo &Associates, Corp. One Tampa City Center 201 North Franklin Street, Suite 400 Tampa, FL 33602 Telephone: (813) 871-5331; Fax: (813) 871-5135 Attn: Julian Gutierrez, PE, Project Manager 19 \)� Packet Page -546- f 5/27/2014 16.A.17. 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 OWNER, shall promote the best interests of OWNER and assume towards OWNER a duty of the highest trust, confidence, and fair dealing. 17.2. No modification, waiver, suspension or termination of the Agreement or of any terms thereof shall impair the rights or liabilities of either party. 17.3. This Agreement is not assignable, or otherwise transferable in whole or in part, by CONSULTANT without the prior written consent of OWNER. 17.4. Waivers by either party of a breach of any provision of this Agreement shall not be deemed to be a waiver of any other breach and shall not be construed to be a modification of the terms of this Agreement. 17.5. The headings of the Articles, Schedules, Parts and Attachments as contained in this Agreement t are for the purpose of convenience only and shall not be deemed to expand, limit r-,g,��,,,..n P P Y P or change the provisions in such Articles, Schedules, Parts and Attachments. 17.6. This Agreement, including the referenced Schedules and Attachments hereto, constitutes the entire agreement between the parties hereto and shall supersede, replace and nullify any and all prior agreements or understandings, written or oral, relating to the matter set forth herein, and any such prior agreements or understanding shall have no force or effect whatever on this Agreement. 20 �`yJ Packet Page -547- 5/27/2014 16.A.17. 17.7 Unless otherwise expressly noted herein, all representations and covenants of the parties shall survive the expiration or termination of this Agreement. 17.8 This Agreement may be simultaneously executed in several counterparts, each of which shall be an original and all of which shall constitute but one and the same instrument. 17.9 The terms and conditions of the following Schedules attached hereto are by this reference incorporated herein: Schedule A SCOPE OF SERVICES Schedule B BASIS OF COMPENSATION Schedule C PROJECT MILESTONE SCHEDULE Schedule D INSURANCE COVERAGE Schedule E TRUTH IN NEGOTIATION CERTIFICATE Schedule F KEY PERSONNEL, SUBCONSULTANTS AND SUBCONTRACTORS RFP # 13-6085 "Design and Related Services for Vanderbilt Drive Bridge Replacements" Terms and Conditions 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. 21 7J Packet Page -548- 5/27/2014 16.A.17. ARTICLE NINETEEN SECURING AGREEMENT/PUBLIC ENTITY CRIMES 19.1 CONSULTANT warrants that CONSULTANT has not employed or retained any company or person, other than a bona fide employee working solely for CONSULTANT, to solicit or secure this Agreement and that CONSULTANT has not paid or agreed to pay any person, company, corporation, individual or firm, other than a bona fide employee working solely for CONSULTANT, any fee, commission, percentage, gift or any other consideration contingent upon or resulting from the award or making of this Agreement. At the time this Agreement is executed, CONSULTANT shall sign and deliver to OWNER 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 OWNER 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 OWNER of and is in compliance with the terms of Section 287.133(2)(a) of the Florida Statutes which read as follows: "A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid, proposal, or reply on a contract to provide any goods or services to a public entity; may not submit a bid, proposal, or reply on a contract with a public entity for the construction or repair of a public building or public work; may not submit bids, proposals, or replies on leases of real property to a public entity, may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity; and may not transact business with any public entity in excess of the threshold amount provided in s. 287.017 for CATEGORY TWO for a period of 36 months following the date of being placed on the convicted vendor list." 22 Packet Page -549- 5/27/2014 16.A.17. 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 OWNER'S staff person who would make the presentation of any settlement reached during negotiations to OWNER 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 OWNER'S staff person who would make the presentation of any settlement reached at mediation to OWNER'S board for approval. Should either party fail to submit to mediation as required hereunder, the other party may obtain a court order requiring mediation under section 44.102, Fla. Stat. 20.2 Any suit or action brought by either party to this Agreement against the other party relating to or arising out of this Agreement must be brought in the appropriate federal or state courts in Collier County, Florida, which courts have sole and exclusive jurisdiction on all such matters. ARTICLE 21 IMMIGRATION LAW COMPLIANCE 21.1 By executing and entering into this agreement, the CONSULTANT is formally acknowledging without exception or stipulation that it is fully responsible for complying with the provisions of the Immigration Reform and Control Act of 1986 as located at 8 U.S.C. 1324, et sea. and regulations relating thereto, as either may be amended. Failure by the CONSULTANT to comply with the laws referenced herein shall constitute a breach of this agreement and the COUNTY shall have the discretion to unilaterally terminate this agreement immediately. ********** 23 Packet Page -550- 5/27/2014 16.A.17. IN WITNESS WHEREOF, the parties hereto have executed this Professional Services Agreement for Design and Related Services the day and year first written above. ATTEST: BOARD OF COUNTY COMMISSIONERS FOR COLLIER COUNTY, FLORIDA, Dwight E. Brock, Clerk By: Date: By: Tom Henning, Chairman Approved as to Form and Legali . qM ) Assistant County Attorney Name Kisinder Campo & Associates, Corp. By: Witness Name and Title Name and Title Witness Name and Title j i 24 ( Packet Page -551- � 5/27/2014 16.A.17. SCHEDULE A— SCOPE OF SERVICES Contract# 13=6085 "Design and Related Services for Vanderbilt Drive Bridge Replacements" Financial Project ID: 66066.11 Collier County Location: Bridge #030177 Section 16 & 17 Township 48 South, and Range 25 East Bridge #030178 Section 20 & 21 Township 48 South, and Range 25 East CR 301 (Vanderbilt Drive) over Little Horse Pass and Canal 1 PURPOSE The purpose of this Exhibit is to describe the scope of work and the responsibilities of the CONSULTANT and the COUNTY in connection with the design preparation of a complete set of construction contract plans and special provisions, if necessary, for: Improvements to the transportation facility described herein Major work mix include: BRIDGE REPLACEMENT The general objective is for the CONSULTANT to prepare a set of plans to be used by the contractor to build the project, and by the COUNTY to ensure the project is built as designed and to specifications. Elements of work shall include, but may not be limited to: roadways, structures, geotechnical activities, surveys, drainage, signing and pavement markings, signalization, utility relocation, maintenance of traffic, cost estimates, environmental permits, quantity computation books, public meetings and all necessary incidental items for a complete project. The Scope of Services establishes which items of work described in the Florida Department of Transportation (FDOT) Plans Preparation Manual, Collier County Land Development Code and other pertinent manuals to accomplish the work are specifically included in this contract, and also which of the items of work will be the responsibility of the CONSULTANT or the COUNTY. Al! plans and design documents are to be prepared with Standard English values in accordance with all applicable FDOT manuals and guidelines. The CONSULTANT shall be aware that as a project is developed, certain modifications and/or improvements to the original recommendation may be required. The CONSULTANT is to incorporate these refinements into the design and will consider this effort to be an anticipated and integral part of the work. This will not be a basis for any supplemental fee request(s). The CONSULTANT shall demonstrate good project management practices while working on this project. These include communication with the COUNTY and others as necessary, management of time and resources, and documentation. The CONSULTANT shall set up and maintain throughout the design of the project a good contract file system that can be turned over to the COUNTY at the close of the project. It shall be the CONSULTANT's responsibility to utilize the very best engineering judgment, practices, and principles possible during the prosecution of the work commissioned under this contract. A-I Packet Page -552- - 5/27/2014 16.A.17. The COUNTY will provide contract administration, management services, and technical reviews of all work associated with the development and preparation of the contract plans. The COUNTY will provide job-specific information and/or functions as outlined in this contract. 2 PROJECT DESCRIPTION The CONSULTANT shall investigate the status of the project and become familiar with concepts and commitments (typical sections, alignments, as-builts, reports, etc.) developed from prior projects. The following documents are available: A Bridge Type Study Report for Vanderbilt Drive (CR 301) Bridges dated February 2013, Preliminary Geotechnical Structures Report dated December 2012, original bridge plans and the most current Bridge Inspection Reports. The principle intent of this project is to replace the existing two functionally obsolete bridges located on Vanderbilt Drive in Collier County, Florida and resurface/reconstruct the road from approximately 300 feet south of Bridge #030178 to the south end of the FDOT Cocohatchee River Bridge (Bridge #034176). Bridge #030177 is located 1.1 mile north of CR 846 (Immokalee Road) over the Little Horse Pass. The new bridge will accommodate two 11' through lanes, an 11'northbound left turn lane, 5' shoulders, a 6' sidewalk on the east side, and a 10' shared use pathway on the west side. Bridge #030178 is located 0.7 mile north of CR 846 over a tidal creek in Collier County, Florida. The bridge will be replaced with a new four-sided box culvert to accommodate two 11' through lanes, 5' shoulders and a 7'-6"future sidewalk area on the east side. The existing bridges have been identified as scour susceptible and were constructed in 1964. The roadway approaches should be resurfaced/reconstructed as appropriate and will begin approximately 300 feet south of Bridge #030178 and end south of Bridge #034176 over the Cocohatchee River. The roadway typical section will consist of two 11' through lanes with 5' paved shoulders and a shared use path along the west side of the road. Improvements to development entrances within the limits of the project may be required and shall be incorporated in this design. Specifically, the entrance drive into Marina Bay Club and the intersection with Vanderbilt Drive, north of Bridge #030177, will be analyzed to ensure that appropriate stopping sight distance requirements are satisfied. This may require raising the intersection and/or relocating the existing barrier wall along the west side of Vanderbilt Drive, north of Marina Bay Club. Impacts to utilities, stormwater management systems, and intersection signalization (flashing signal) will also be addressed in the design. The posted speed limit on CR 301 is 35 mph. The desired design speed for this project is 45 mph. Maintaining traffic during construction is critical and a Maintenance of Traffic (MOT) plan will be evaluated during design to minimize impacts to the travelling public while also minimizing the duration of construction. The MOT plan will consider the full closure of Bridge #030177 with an off- site detour using the available off-site roads that include Immokalee Road, Bonita Beach Road, and US 41. Staged construction will be considered for the replacement of Bridge #030178 utilizing two-way traffic and temporary signals. Under no circumstances shall both bridges be closed to traffic at the same time. A-2 Packet Page -553- 5/27/2014 16.A.17. Coordination of all utility owners with facilities in the vicinity of the bridges is critical to accommodate for the relocation of the existing utilities in the final design of the bridges. Utility relocations design scope is defined in Section 35. The official county maintained rights-of-way will need to be determined for this project. Right-of- way acquisition may be anticipated in the form of Temporary Construction Easements. Project limits will be adjusted during the design based on the new bridge length and roadway approaches. • The CONSULTANT shall incorporate the following into the design of this facility: 2.1 Roadway (Activities 3.0, 4.0, and 5.0) Plan Type: The CONSULTANT shall provide roadway plans, structures plans, and any other plan type required for the project. This will also include miscellaneous details to construct the project. The CONSULTANT shall develop and sign and seal the plans in accordance with Chapter 19 of the Florida Department of Transportation, Plans Preparation Manual, Volume 1, January 1, 2013 Edition. Public Involvement: The project will include Public Meetings. See Section 3.1 for specific requirements. Joint Project Agreements: There have been NO JPAs identified as this time. Typical Sections: The new roadway typical section will consist of two 11' through lanes with 5' paved shoulders and a shared use path along the west side of the road. Bridge Typical Sections — See Section 2.5 below. Right-of-Way: Right-of-way acquisition and establishing existing maintained RAN will be required. Existing RAN lines, including stations and offset distances at breaks, will be shown on all plan sheets. Pavement Design: The CONSULTANT will provide the Pavement Design for the project. Traffic Control Plans: The CONSULTANT shall provide Temporary Traffic Control Plans, Level II. Traffic Control Plans (TCP) will be required for this project. The FDOT Design Standards, 600 series, should be utilized for all work being performed on or adjacent to existing roadways. A reduction in the number of lanes may require that a lane closure analysis be performed by the CONSULTANT. Temporary Drainage: The CONSULTANT is responsible for any temporary drainage design necessary for the project. Variations/Exceptions: There are no known Design Variations or Exceptions required at this time. The CONSULTANT should review the location for a functional design that will meet FDOT design standards and make a determination whether a Design Variation or Exception is appropriate. Other conditions may be identified during design that may warrant Design Variations or Exceptions. The CONSULTANT is to submit the requests for Design Variations and Exceptions A-3 Packet Page -554- '() 5/27/2014 16.A.17. to the COUNTY as early as possible for approval in order to minimize potential schedule delays. The CONSULTANT will coordinate with the COUNTY's Project Manager to obtain this approval. 2.2 Drainage (Activity 6.0) The CONSULTANT shall develop hydraulic requirements for the new structures and any other treatment requirements. All existing drainage structures shall be shown on the construction plans and should be inspected for scour, erosion, structural integrity and accumulation of sediments if necessary. Treatments should be discussed with the Design Project Manager before being added to the construction plans. The stormwater system will be designed to meet the permitting requirements of all permitting agencies. Stormwater system design will consider best management practices, open system, closed system, lateral ditches, exfiltration, etc., or a combination thereof, within or outside the existing right-of-way. 2.3 Utility Coordination (Activity 7.0) The CONSULTANT will be responsible for coordinating and identifying all utilities in the corridor during the survey phase by calling Sunshine State One-Call of Florida (SSOCOF) and shall coordinate with each company to verify that all existing utilities are designated in the field prior to completing the topographic survey. The CONSULTANT will be responsible for showing areas that may be affected by construction. The CONSULTANT will evaluate utilities for potential impacts and prepare a Utility Conflict Matrix and Utility Adjustment Plans as directed by Section 7.0 of this document. The CONSULTANT is to review the Utility Work Schedules and assure that they are compatible with the plans. 2.4 Environmental Permits (Activity 8.0) The CONSULTANT shall coordinate with appropriate agencies for all necessary permits, including, but not limited to, South Florida Water Management District, Department of Environmental Protection, United States Coast Guard and US Army Corps of Engineers. The CONSULTANT shall be responsible for the identification, coordination and applications for all permits necessary to construct this project. All application and processing fees associated with said permit(s) and activities shall be paid for by the COUNTY. The COUNTY will direct use of ! mitigation bank. 2.5 Structures (Activities 9.0 — 18.0) Bridge #030177 will be replaced with a new bridge to accommodate two 11' through lanes, an 11' northbound left turn lane, 5' shoulders, a 6' sidewalk on the east side, and a 10' shared use pathway on the west side. On the north and south banks of Bridge #030177, new sheet pile walls will be provided as part of the abutment system. Bridge #030178 will be replaced with a new four- sided box culvert to accommodate two 11' through lanes, 5' shoulders and a 7'-6" future sidewalk area on the east side. Bridge #030178 will be constructed in two phases necessitating the need for temporary sheet piling during construction. Bridge #030178 will be constructed in two phases necessitating the need for temporary sheet piling during construction. I I, A-4 Packet Page -555- �� 5/27/2014 16.A.17. New strain poles and signals will be provided for the caution signals at the intersection north of Bridge #030177 due to the intersection redesign. Type of Bridge Structure Work: Bridge Development Report (BDR) - Refer to the Bridge Type Study Report Bridge No. 030177 — Refer to the WilsonMiller/Stantec Bridge Type Study dated February 1, 2013 for the recommended bridge type and span arrangement. Bridge No. 030178 — Refer to the WilsonMiller/Stantec Bridge Type Study dated February 1, 2013 for the recommended bridge type and span arrangement. 2.6 Signing and Pavement Markings (Activity 19.0 & 20.0) The CONSULTANT shall be responsible for the design, details, and quantities associated with signing and pavement markings for this project. The CONSULTANT shall evaluate the existing signage to determine the need for additional signs, correcting redundant or conflicting signage, and the replacement of damaged signs. 2.7 Signalization (Activity 21.0 & 22.0) The CONSULTANT shall evaluate the existing flashing signal located at the intersection north of Bridge #030177 to determine if it is required by design. Existing concrete strain poles may require relocation due to the roadway design requirements. The CONSULTANT shall prepare a set of Signalization Plans that remove or relocate the existing flashing signal as required by design. 2.8 Lighting (Not applicable to this project) 2.9 Landscape Architecture (Not applicable to this project) 2.10 Survey (Activity 27.0) Design Survey: Design survey will be conducted by the CONSULTANT in accordance with Section 27.0 of this document. The survey limits shall begin 300 feet south of Bridge #030178 and end at the southern limits of the bridge over the Cocohatchee River (Bridge #034176). The survey limits shall also extend 125' west into the entrance drive at Marina Bay Club condominiums. Subsurface Utility: The CONSULTANT shall designate (SUE Level B) all known utilities on each side of the bridges being replaced (minimum 100 feet north and south) and within the limits of the proposed intersection improvements at Vanderbilt Drive and the entrance to Marina Bay Club condominiums (from the north side of Bridge #030177 to the south side of Bridge #034176). The CONSULTANT shall locate (SUE Level A) each known utility on either side of the bridges being replaced and the water main and sanitary force main at two locations each within the proposed intersection improvement limits noted above. The CONSULTANT shall investigate (SUE Level A) two locations for proposed span wire signal poles within the above mentioned intersection. The water and sanitary force main utilities located between the two bridges being replaced will be designated and/or located as an Optional Service and only at the COUNTY's request. A-5 Packet Page -556- 'o) 5/27/2014 16.A.17, Right of Way Survey: Right-of-way and defining the official county maintained right-of-way will be required for the project. The CONSULTANT will be responsible for the Right-of-Way Survey. 2.11 n .Ivawy.a. .n .ea-y (Not applicable to this project) 2.12 Mapping (Activity 29.0) Control Survey Map: The CONSULTANT will be responsible for the control survey maps. Right of Way Maps: The CONSULTANT will provide the right-of-way maps and a Technical Memorandum Right of Way Acquisition Report for this project. 2.13 Geotechnical (Activity 30.0) Pavement Evaluation (including coring, testing, and preparing the report) will be provided as directed in Section 30.20 of this Scope of Services. The CONSULTANT will be responsible for the Pavement Design. The CONSULTANT shall be responsible for any necessary geotechnical activities associated for this project. A preliminary geotechnical structures report is provided for each bridge. If necessary, the CONSULTANT will collect appropriate samples for Limerock Bearing Ratio (LBR) testing. 2.14 Archaeological Surveys As an Optional Service and at the COUNTY's request, the CONSULTANT shall perform a Cultural Resources Assessment Survey (CRAS) and shall identify any archaeological sites within the project area, both previously recorded and potentially eligible, and excavate the appropriate number of test pits. The CONSULTANT shall identify any existing historic resources within the project area, both previously recorded and potentially eligible. The CONSULTANT will also locate, identify and bound any additional cultural resources included on the Florida Master Site File (FMSF) and all structures 45 to 50 years older (depending upon the length of time anticipated before construction). Enough data will be collected to document each site's significance in terms of eligibility for listing on the National Register of Historic Places (NRHP). Documentation: The CRAS will be prepared with appropriate documentation detailing the results of the survey and the final assessments of resource significance, including a FMSF form for all of „ie .emu ey 9 identified resources. The Research Design Methodology will be included in the CRAS appendix. A Pond Site Technical Memo will not be required as part of the CRAS as there are no proposed ponds for this project. 2.15 Noise Analysis (Not applicable to this project) 2.16 Intelligent Transportation Systems (Not applicable to this project) 2.17 Project Schedule Within ten (10) days after the Notice-To-Proceed, and prior to the CONSULTANT beginning work, the CONSULTANT shall provide a detailed project activity/event schedule with actual dates and Scope of service activity/event numbers for COUNTY and CONSULTANT scheduled activities required to meet the current COUNTY Production Date. The schedule shall be based upon the durations and schedule negotiated during the project staff hour negotiations process. The CONSULTANT shall allow for a three (3) week review time for each phase review and other .A-6 �Packet Page -557- 5/27/2014 16.A.17. submittals as appropriate. The schedule shall indicate, at a minimum, proposed dates for the 30%, 60%, 90%, and 100% plans and all other appropriate milestones and required submittals. 2.18 Submittals The CONSULTANT shall provide hard copies of the required plans and documents as identified in the Scope or made known by the COUNTY's Design Project Manager. The anticipated printing and submittal requirements for the project include the listed items below; however, this list of items may not be all inclusive on project needs. This tabulation will be used for estimating purposes. The COUNTY's Design Project Manager will determine the specific number of phase review submittals and submittal requirements for the project. It is the CONSULTANT'S responsibility to independently and continually QC their plans and other deliverables. The CONSULTANT should regularly communicate with the COUNTY's Design Project Manager to discuss and resolve issues or solicit opinions from those within designated areas of expertise. It is also the responsibility of the CONSULTANT to adhere to all COUNTY and FDOT standards, policies, procedures, guidelines, etc. Constant communication between the COUNTY's Design Project Manager and the CONSULTANT is vital in the overall success of the project. The CONSULTANT will be required to provide written monthly progress reports (preferably electronic via email) documenting actions taken, actions to be taken, status of project schedule, and contacts with the COUNTY or FDOT (the FDOT or COUNTY employee contacted, the issue, and the resolution), and the status of the plans. Following the Notice-to-Proceed, the CONSULTANT will begin the plans production process including making the necessary contacts with the COUNTY and attending field reviews as required by this Scope of Services. PRIOR TO 30% SUBMITTAL: Quality Control Plan: The CONSULTANT shall submit their Quality Control Plan that will be used during the design of this project to the COUNTY for reference. As a minimum, the QC plan shall include the details of all plan review processes to be utilized and sufficient file documentation to show that the QC plan has been followed. Alignment Submittals: Centerline/Baseline of Survey alignment submittals shall be submitted to the COUNTY's Design Project Manager for approval and the Prime CONSULTANT. The Prime CONSULTANT shall wait for approval from the COUNTY's Design Project Manager before utilizing the alignment for Design purposes. Survey Submittals: The Survey Subconsultant shall transmit their submittals to the Prime CONSULTANT. The Survey Subconsultant shall copy the COUNTY's Design Project Manager on all submittal correspondence. These survey submittals are to be made prior to the 30%, 60%, 90%, and 100% submittals. Miscellaneous Design/ Production Document Submittals: The CONSULTANT shall submit to the COUNTY for review, and receive concurrence for, the Initial Project Schedule, the Typical Section Package, Design Variances and/or Exceptions (if applicable), etc. and other documents as required by the Scope of Services. A-7 rP7-v Packet Page -558- 5/27/2014 16.A.17. 30% Submittal: The CONSULTANT shall submit two (2) copies of the Phase Submittal CD/DVD and three (3) hard copies of the submittal components to the COUNTY's Design Project Manager for distribution. The Phase Submittal CD/DVD will include ONLY the submittal components (not the entire project directory and files). The CD/DVD will include all construction plans in one (1) *.PDF file. In addition, *.PDF files of the project Design Documentation and any other submittal document will be included on the Phase Submittal CD/DVD. The CONSULTANT must have the QC marked-up plans available for the COUNTY's review upon request. The CONSULTANT shall submit five (5) hard copies of the Bridge Development Report and five (5) hard copies of the Bridge Hydraulic Report. Electronic copies of these documents should be included on the Phase Submittal CD/DVD. 60% Submittal: Prior to the 60% submittal, the Prime CONSULTANT shall provide the Survey SUBCONSULTANTS with the plans and allow time for a review to check the survey/ construction layout, alignments, control information, curve data, layout information, etc. The CONSULTANT shall submit two (2) copies of the Phase Submittal CD/DVD and three (3) hard copies of the submittal components to the COUNTY's Design Project Manager for distribution. The Phase Submittal CD/DVD will include ONLY the submittal components (not the entire project directory and files). The CD/DVD will include all construction plans components (roadway, signing & pavement marking, signalization, etc.) combined into one (1) *.PDF file. In addition, *.PDF files of the project Design Documentation, and any other submittal document will be included on the Phase Submittal CD/DVD. The CONSULTANT must have the QC marked-up plans available for the COUNTY's review upon request. The CONSULTANT shall submit plans to each of the affected local government(s) designated contact for a two week review. See Section 3.1 of this document for details regarding Local Government Involvement. The CONSULTANT shall submit a hard copy of the Plans for a Constructability Phase Review. If the need for Technical Special Provisions has been identified at this phase, the CONSULTANT shall submit one (1) hard copy for COUNTY's review. An electronic copy of this document should be included on the Phase Submittal CD/DVD. The CONSULTANT shall submit one (1) hard copy of a completed Design Plans Phase Review coversheet (PPM Vol. 1, exhibit 24-B) along with a hard copy set of the comments and responses from the previous phase submittal for concurrence by the COUNTY's Project Manager. The CONSULTANT shall submit five (5) hard copies of the approved Bridge Development Report and five (5) hard copies of the approved Bridge Hydraulics Report. Electronic copies of these documents should be included on the Phase Submittal CD/DVD. 90% Submittal: A-8 Packet Page -559- , 5/27/2014 16.A.17. The CONSULTANT shall submit two (2) copies of the Phase Submittal CD/DVD, five (5) hard copies of the plans, and one (1) hard copy of the Design Documentation Book to the COUNTY's Design Project Manager for distribution. The Phase Submittal rn/DVrl �enll incli�;de ONLY the vy vv� Manager for �wwa�i u�v� The Phase submittal components (not the entire project directory and files). The CD/DVD will include all construction plans components (roadway, signing & pavement marking, signalization, etc.) combined into one (1) *.PDF file. In addition, *.PDF files of the project Design Documentation Book, CONSULTANT Cost Estimate, and any other submittal document will be included on the Phase Submittal CD/DVD. The CONSULTANT must have the QC marked-up plans available for the COUNTY's review upon request. In addition, a hard copy of the CONSULTANT's construction contract time estimate shall be submitted to the COUNTY's Design Project Manager (including utility schedules and a dependent time memo) for the COUNTY's review of the project contract time. On a Lump Sum project where a comp book is not prepared, the CONSULTANT shall submit an estimate of pay items and quantities. The CONSULTANT shall submit one (1) hard copy of a completed Design Plans Phase Review coversheet (PPM Vol, 1, exhibit 24-B) along with a hard copy set of the comments and responses from the previous phase submittal for concurrence by the COUNTY's Project Manager. The CONSULTANT shall also submit a hard copy of any Technical Special Provisions and/or incentive/disincentive cost analysis as required by the Specification package. Electronic copies of these documents should be included on the Phase Submittal CD/DVD. The CONSULTANT shall submit three (3) hard copies of the Geotechnical Reports. An electronic copy should be included on the Phase Submittal CD/DVD. 100% Submittal: The CONSULTANT shall submit two (2) copies of the Phase Submittal CD/DVD, five (5) hard copies of the plans, three (3) hard copies of the Computation Book and one (1) hard copy of the Design Documentation Book to the COUNTY's Design Project Manager for distribution. The Phase Submittal CD/DVD will include all plans set components (roadway, signing & pavement marking, signalization, etc.) combined into one (1) *.PDF file. In addition, *.PDF files of the project Computation Book, Design Documentation Book, CONSULTANT Cost Estimate, and any other submittal document will be included on the Phase Submittal CD/DVD. The CONSULTANT must have the QC marked-up plans available for the COUNTY's review upon request. The CONSULTANT shall submit plans to each of the affected local government(s) designated contact for a two week review. See Section 3.1 of this document for details regarding Local Government Involvement. The CONSULTANT must have the QC marked-up plans available for the COUNTY's review upon request. The CONSULTANT shall submit one (1) hard copy of a completed Design Plans Phase Review coversheet (PPM Vol. 1, exhibit 24-B) along with a hard copy set of the comments and responses from the previous phase submittal for concurrence by the COUNTY's Project Manager. A-9 Packet Page -560- �� 5/27/2014 16.A.17. The CONSULTANT shall submit three (3) hard copies of the Geotechnical Reports. An electronic copy should be included on the Phase Submittal CD/DVD. If bridge structures are included in the project: the CONSULTANT shall submit two (2) signed and sealed load ratings and one (1) copy. Electronic copies should be included on the Phase Submittal CD/DVD. Final Submittal: Based on the schedule for plans production, the Final Submittal will either occur immediately upon addressing the 100% review comments. If changes are made to the plans after the 100% review that affect the pay items or quantities, the CONSULTANT must submit revised copies of the affected plan sheets and pay items and quantity sheets. The CONSULTANT shall submit the following to the Design Project Manager • Two (2) Electronic Delivery CD/DVDs, labeled accordingly • Two (2) hard copies of Final Submittal Package (signed by the EOR) 2.19 Provisions for Work All maps, plans and designs are to be prepared with English units in accordance with all applicable current Collier County and FDOT manuals, memorandums, guidelines, and other documents (if applicable) listed below. General Florida Statutes Florida Administrative Codes Florida Department of Transportation Project Development and Environmental Manual Florida Department of Transportation Plans Preparation Manual Florida Department of Transportation Standard Specifications for Road and Bridge Construction Florida Department of Transportation Handbook for Preparation of Specifications Package Florida Department of Transportation Design Standards for Design, Construction, Maintenance, and Utility Operations on the State Highway System Manual of Uniform Minimum Standards for Design, Construction, and Maintenance for Streets and Highways Bicycle Facilities Planning and Design Manual, Rev. Ed. 1982 CADD Production Criteria Handbook CADD Manual Florida's Level of Service Standards and Guidelines Manual for Planning Equivalent Single Axle Load Guidelines Design Traffic Procedure K-Factor Estimation Process Project Traffic Forecasting Guidelines Florida Department of Transportation Basis of Estimates Manual A-10 r, Packet Page -561- 5/27/2014 16.A.17. Quality Assurance Guidelines Safety Standards Rule 61G17-6, F.A.C., Minimum Technical Standards for Professional Surveyors and Mappers Department of Environmental Protection Rules Governing Mean High Water and Jurisdictional Line Surveys Any special instructions from the COUNTY Utility Accommodations Guidelines Policy for Geometric Design of Highways and Streets Florida Department of Transportation Materials Manual Americans with Disabilities Act Accessibility Guidelines (ADAAG) 40 CFR, Part 61, Subpart M - National Emission Standard for Hazardous Air Pollutants (NESHAP), Environmental Protection Agency (EPA) 40 CFR, Part 763, Subpart E —Asbestos-Containing Materials in Schools, EPA 40 CFR, Part 763, Subpart G —Asbestos Worker Protection, EPA 29 CFR, Part 1910.1101 — Asbestos Standard for Industry, U.S. Occupational Safety and Health Administration (OSHA) 29 CFR, Part 1926, 1101 —Asbestos Standard for Construction, OSHA Ch. 62257, F.A.C. —Asbestos Program, Florida Department of Environmental Protection (DEP) Ch. 469, F.S. — Asbestos Abatement, Florida Department of Business and Professional Regulation(DBPR) Model Guide Specifications —Asbestos Abatement and Management in Buildings, National Institute for Building Sciences (NIBS) Permits Chapter 373, F.S. Bridge Permit Application Guide, COMDT PUB P16591.3B Building Permit Drainage Drainage Manual Drainage Handbooks Storm Drain Optional Pipe Materials Stormwater Management Facility Cross Drain Erosion and Sediment Control Hydrology Temporary Drainage Handbook Survey Location Survey Manual Highway Field Survey Specifications Automated Survey Data Gathering Outline Specifications for Aerial Surveys and Photogrammetry for Transportation Projects Standards for Consultant-Submitted G.P.S. Static Control Projects EFB User Guide Chapter 472, F.S. Chapter 177, F.S. FDEP Bureau of Surveying and Mapping Traffic Operation Manuals American Disabilities Act AASHTO - Guide for Development of Bicycle Facilities Federal Highway Administration Standard Highway Signs Manual Florida Department of Transportation Traffic Engineering Manual A-11 �. ( Packet Page -562- �,' 5/27/2014 16.A.17. Florida Department of Transportation Manual on Uniform Traffic Studies (MUTS) National Electrical Code National Electric Safety Code Federal Highway Administration Manual on Uniform Traffic Control Devices (MUTCD) Minimum Specifications for Traffic Control Signal Devices Florida Department of Transportation - Florida Roundabout Guide FHWA - Roundabouts: An Informational Guide Florida Department of Transportation Median Handbook AASHTO - An Information Guide for Highway Lighting Mapping Right-of-Way Mapping Florida Department of Transportation Right-of-Way Handbook Florida Department of Transportation Right-of-Way Manual Structures AASHTO Standard Specifications for Highway Bridges and Interims (for curved steel bridges and pedestrian bridges only) AASHTO LRFD Bridge Specifications and Interims AASHTO LRFD Movable Highway Bridge Design Specifications and Interims AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaries and Traffic Signals, dated 1994 AASHTO LRFD Guide Specifications for Steel Curved Girder Bridges AASHTO Guide Specifications for Horizontally Curved Highway Bridges AASHTO/-AWS-D1. 5M/D1.5: An American National Standard Bridge Welding Code AASHTO Guide Specifications for Design of Pedestrian Bridges AASHTO Guide Specifications for Structural Design of Sound Barriers Florida Department of Transportation Structures Design Guidelines Florida Department of Transportation Structures Detailing Manual Florida Department of Transportation Structures Standard and Semi-Standard Drawings Florida Department of Transportation Structures Design Office Temporary Design Bulletins (available on Florida Department of Transportation Structures web site only) Florida Department of Transportation Preferred Details (available on Florida Department of Transportation Structures web site only) Florida Department of Transportation - New Directions for Florida Post-Tensioned Bridges Volumes 1-5 Florida Department of Transportation Bridge Load Rating Permitting and Posting Manual Geotechnical Soils and Foundation Handbook Manual of Florida Sampling and Testing Methods . Landscape Architecture Florida Highway Landscape Guide Architectural Building Codes Florida Building Code Accessibility for Persons with Disabilities Florida Accessibility Code for Building Construction Chapter 13D-1, FAC Section 255.21 and Chapter 553, Part V, F.S. ANSI A117.1 - 1986 A-12 ( Packet Page -563- 5/27/2014 16.A.17. Titles II and Ill, Americans With Disabilities Act (ADA), Public Law 101-336; and the ADA Accessibility Guidelines (ADAAG) Fire Codes and Rules: NFPA 70-1990 National Electrical Code NFPA 101-1997 Life Safety Code NFPA 10-1998 Standard for Portable Fire Extinguishers NFPA 11-1999 Standard for Low-Expansion Foam Systems NFPA 11A-1998 Standard for High- and Medium-Expansion Foam Systems NFPA 12-1998 Standard for Carbon Dioxide Extinguishing Systems NFPA 13-1996 Installation of Sprinkler Systems NFPA 30-1996 Flammable and Combustible Liquids Code NFPA 54-1996 National Gas Fuel Code NFPA 58-1998 LP-Gas Code Florida Fire Prevention Code as adopted by the State Fire Marshal. Consult with the Florida State Fire Marshal's office for other frequently used codes. Energy Conservation Rule 13D-10, FAC, Rules for Construction and Leases of State-Owned Buildings to Ensure Energy Conservation Section 255.251, F.S., Florida Energy Conservation Act of 1974 Section 255.255, F.S., Life-Cycle Costs Glass Chapter 553, F.S., Part Ill, Glass Elevators Chapter 7C-5, Florida Elevator Code Chapter 399, F.S., Elevators Flood Plain Management Criteria Section 255.25, F.S., Approval Required Prior to Construction or Lease of Buildings Rules of the Federal Emergency Management Agency (FEMA) Extinguishing Systems: NFPA 10 Fire Extinguishers NFPA 13 Sprinklers NFPA 14 Standpipe and Hose System NFPA 17 Dry Chemical NFPA 20 Centrifugal Fire Pump NFPA 24 Private Fire Service Mains NFPA 200 Standards on Clean Agent Fire Extinguishing Systems Detection and Fire Alarm Systems: NFPA 70 Electrical Codes NFPA 72 Standards for the Installation, Maintenance and Use of Local Protective Signaling Systems NFPA 72E Automatic Fire Detectors NFPA 72H Testing Procedures for Remote Station and Proprietary Systems NFPA 72G Installations, Maintenance, and Use of Notification Appliances NFPA 74 Household Fire Warning Equipment NFPA 75 Protection of Electronic Computer Equipment Mechanical Systems: A-13 r Packet Page -564- �; �,� 5/27/2014 16.A.17. NFPA 90A Air Conditioning and Ventilating Systems NFPA 92A Smoke Control Systems NFPA 96 Removal of Smoke and Grease-Laden Vapors from Commercial Cooking Equipment NFPA 204M Smoke and Heating Venting Miscellaneous Systems: NFPA 45 Laboratories Using Chemicals NFPA 80 Fire Doors and Windows NFPA 88AParking Structures NFPA 105 Smoke and Draft-Control Door Assemblies NFPA 110 Emergency and Standby Power Systems NFPA 220 Types of Building Construction NFPA 241 Safeguard Construction, Alteration, and Operations SFM F.A.C. 4A-47 Elevators SFM 4A-51 Boilers Other Chapter 10D-6 FAC On Site Sewage Disposal Systems (Septic Tanks) Chapter 17-6.070 FAC Wastewater Facilities (Treatment Plants) Chapter 17-761 FAC Underground Storage Tank Rules These documents are revised periodically by the responsible agencies and adopted by authorities having jurisdiction on building projects. The design CONSULTANT and the project manager are advised to obtain applicable versions of these documents from the responsible agency prior to use. American Concrete Institute American Institute of Architects - Architect's Handbook of Professional Practice American Society for Testing and Materials - ASTM Standards Southern Building Code Congress International - Standard Building Codes Brick Institute of America DMS - Standards for Design of State Facilities Florida Concrete Products Association Florida Department of Transportation - Standard Specifications for Road and Bridge Construction Florida Department of Transportation - Plans Preparation Manual Florida Department of Transportation - Roadway and Traffic Design Standards Florida Department of Transportation - Structures Design Guidelines Florida Department of Transportation - Structures Detailing Manual Florida Department of Transportation - Structures Standard Drawings Florida Department of Transportation - ADA/Accessibility Procedure Florida Department of Transportation - Fixed Capital Outlay Program Florida Department of Transportation - Building Code Compliance Procedure Florida Department of Transportation - Asbestos Management Program Procedure Florida Department of Transportation — Design Build Procurement and Administration National Concrete Masonry Association National Electrical Code (current edition) National Fire Protection Association - Life Safety Code (current edition) Portland Cement Association - Concrete Masonry Handbook A-14 Packet Page -565- �'r.� 5/27/2014 16.A.17. South Florida Building Code 2.20 Services to be performed by the COUNTY: When appropriate, the COUNTY will provide those services and materials as set forth below. Provide general guidelines of the COUNTY to be used in the fulfillment of this contract. Provide the appropriate signatures on application forms. Provide the appropriate letters of authorization designating the CONSULTANT as an agent of the COUNTY. Provide all fees associated with permit submittals. Provide reviews of project plans during the various stages of plan development within schedule. Provide all future information that may come to the COUNTY during the term of the CONSULTANT'S Agreement. Provide Project data currently on file. Provide COUNTY standards - LDC, specifications and review services. Provide all available information in the possession of the COUNTY pertaining to utility companies whose facilities may be affected by the proposed construction. Provide rights of entry authorization for COUNTY properties within the project limits. Provide completed front-end construction document sections required for bidding and construction. 3 PROJECT COMMON and GENERAL TASKS Project General Tasks are applicable to the project as a whole and are described in Sections 3.1 through 3.6 of this Scope of Services. Project Common Tasks are applicable to most activities of the project included in this Scope of Work as identified in Sections 4 through 34.These tasks are to be included in the project scope in each applicable activity when the described work is to be performed by the CONSULTANT. Cost Estimates: The CONSULTANT shall be responsible for producing a construction cost estimate and reviewing and updating the cost estimate when scope changes occur and/or at milestones of the project. At the 30% through Final plan submittals. Technical Special Provisions: The CONSULTANT shall provide Technical Special Provisions for all items of work not covered by the FDOT Standard Specifications for Road and Bridge Construction and recurring special provisions. Standard Specifications, recurring special provisions and supplemental specifications should not be modified unless absolutely necessary to control project specific requirements. The first nine sections of the standard specifications, recurring special provisions and supplemental specifications shall not be modified without written approval of the COUNTY. All modifications to other sections must be justified to the COUNTY to be included in the project's specifications package as Technical Special Provisions. The Technical Special Provisions shall provide a description of work, materials, equipment and specific requirements, method of measurement and basis of payment. These provisions shall be submitted on 8-1/2"x11" sheets and shall not have holes punched or be bound in any way that would create a problem for high volume reproduction. A-15 Packet Page -566- 5/27/2014 16.A.17. Technical Special Provisions will be developed using Microsoft Word (.doc). Furnishing an electronic copy in a format other than Microsoft Word or Adobe Acrobat (.pdf) will be considered Additional Services. Field Reviews: Includes all trips required to obtain necessary data for all elements of the project identified in this scope of work. Technical Meetings: Includes meetings with the COUNTY and/or other Agency staff, between disciplines and sub-consultants, such as access management meetings, pavement design meetings, local governments, progress review meetings (phase review), and miscellaneous meetings. Time Schedule: The construction time frame will be determined during the design process to include adjustments for funding, permitting, design schedule and wet season timing. Quality Assurance/Quality Control: It is the intention of the COUNTY that the design CONSULTANT is held responsible for their work, including plans review. Detailed checking of the CONSULTANT plans or assisting in designing portions of the project for the CONSULTANT is not the intent of having external design consultants. The purpose of Consultant Plan Reviews is that the CONSULTANT'S plans follow applicable plan preparation procedures outlined in the FDOT Plans Preparation Manual, that county, state and federal design criteria are followed and that the CONSULTANT submittals are complete. The CONSULTANT shall provide a Quality Control Plan that describes the procedures to be utilized to verify, independently check, and review all maps, design drawings, specifications, and other documentation prepared as part of the contract. The CONSULTANT shall describe how the checking and review processes are to be documented to verify that the required procedures were followed. The Quality Control Plan shall be one specifically designed for the project. The CONSULTANT shall submit a quality control plan for approval within 20 (twenty) calendar days of the written Notice to Proceed. A marked up set of prints from a Quality Control Review indicating the reviewers for each component (structures, roadway, drainage, geotechnical, signing and marking, survey, etc.) and a written resolution of comments on a point-by-point basis will be required, if requested by the COUNTY's Design Project Manager. The CONSULTANT shall be responsible for the professional quality, technical accuracy and coordination of all surveys, designs, drawings, specifications and other services furnished by the CONSULTANT under this contract. The CONSULTANT shall, through all stages of design and project construction, without additional compensation, correct all errors or deficiencies in the designs, maps, drawings, specifications and/or other services furnished by the CONSULTANT under this contract. Independent Peer Review: Independent Peer Reviews will not be a requirement of this contract. (Structure designs will be reviewed by an independent consultant under separate contract with the COUNTY.) Supervision: Includes all efforts required to supervise all technical design activities. Coordination: Includes all efforts to coordinate with all disciplines of the project to produce a final set of construction documents. 3.1 Public Involvement n-I 6 Packet Page -567- 5/27/2014 16.A.17. Public involvement is an important aspect of the project development process. Public involvement includes communicating to all interested persons, groups, and government organizations information regarding the development of the project. Property owners adjacent to project shall be kept informed about the project. Up to three (3) Public Informational Meetings will be held on this project, one after the 30% design phase, one after the 60% design phase and the last being a Construction Kick-off Meeting. In addition, the CONSULTANT and COUNTY staff will meet with civic groups and others on an individual basis, as needed, to discuss the project. The CONSULTANT shall anticipate participation in up to six (6) additional meetings for this purpose — these additional meetings shall be considered an Optional Service to the COUNTY. This work is included in the Scope of Services. Meeting locations are to be provided by the COUNTY. The CONSULTANT shall prepare and/or provide: Graphics as directed by the COUNTY's Design Project Manager, including all necessary displays, maps, etc. The COUNTY shall be responsible for the following: Two Press/News releases, for notification purposes. One ten (10) days prior to the meeting and one the day before the meeting. Any press release or advertisement will indicate that the meeting format will be informal allowing the public to come and go. All graphics, media releases, and general (mass) public announcements for property and business operators, will be prepared by the COUNTY with the assistance of owners CONSULTANT. 3.1.1 Community Awareness Plan — (not applicable to this project) 3.1.2 Notifications (Not applicable to this project) In addition to public involvement data collection, the CONSULTANT shall assist the COUNTY in preparing notifications to elected officials and other public officials that the project is beginning. 3.1.3 Prepare Mailing Lists (Not applicable to this project) At the beginning of the project, The CONSULTANT shall identify all impacted property owners and tenants (within a minimum of 300 feet of the project corridor) and prepare a mailing list of all such entities. The CONSULTANT shall update the mailing list as needed during the life of the project. 3.2 Joint Project Agreements (Not applicable to this project) 3.3 Specifications Package Preparation The CONSULTANT shall prepare and provide a complete specifications package, including applicable Technical Special Provisions, for all items and areas of work. A-17 Packet Page -568 '%) 5/27/2014 16.A.17. The CONSULTANT will provide the necessary workbook and electronic files, in Microsoft Word 2003 (or later) format, for proper completion of the specifications preparation task. The actual work effort may entail utilization of the supplied electronic files and inclusion of new files issued as mandatory special provisions or supplemental specifications. The specification package shall be based on the current edition of FDOT's Standard Specifications for Road and Bridge Construction as modified by COUNTY'S specification requirements. The specification package may include Special Provisions or Supplemental Specifications as directed by the COUNTY. The COUNTY will provide the completed front-end contract document sections. The FDOT Standard Specifications, Special Provision or Supplemental Specifications may not be modified unless absolutely necessary to control project specific requirements. Proposed modifications to these listed documents shall be coordinated with the COUNTY, prior to inclusion in the final project specifications package. Proposed Technical Special Provisions will be submitted to the COUNTY for initial review at the time of the 90% plan review submission to the COUNTY. All comments will be returned to the CONSULTANT for correction and resolution. The specification package must be submitted for initial review to the Project Manager at least 30 days prior to the contract package due date. This submittal does not require signing and sealing. Submittal material shall consist of the following items: Electronic version (Microsoft Word 2003 or later) of the specifications package. The cover page of the Final submittal shall be signed, dated and sealed in accordance with applicable Florida Statutes. The submittal materials shall consist of the same as those submitted for the initial review by the COUNTY. 3.4 Contract Maintenance Includes project management effort for complete setup and maintenance of files, developing monthly progress reports, schedule updates, work effort to develop and execute SUB- CONSULTANT agreements, etc. 3.5 Value Engineering (Multi-Discipline Team) Review (Not applicable to this project) 3.6 Prime Consultant Project Manager Meetings Includes only the CONSULTANT Project Manager Staff hours for phase review, progress review, all technical meetings, and other coordination activities, including any travel time. Meetings required for each Activity are included in the meetings section for that specific Activity. 4 ROADWAY ANALYSIS The CONSULTANT shall analyze and document Roadway Tasks in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and current design memorandums. 4.1 Typical Section Package A-18 Packet Page -569- a -- 5/27/2014 16.A.17. The CONSULTANT shall provide the proposed Typical Section to the COUNTY for review and concurrence as part of the 30% plans submittal. The COUNTY'S approval of the 30% plans shall constitute approval of the Typical Section. The CONSULTANT shall obtain approval of the Typical Section prior to proceeding with the 60% design. 4.2 Pavement Design Package The CONSULTANT shall provide Pavement Design calculations with the Design Documentation Package with the 30% plans submittal. The COUNTY shall approve the Pavement Design prior to proceeding with the 60% design. 4.3 Access Management 4.4 HorizontalNertical Master Design Files The CONSULTANT shall design the geometrics using the design standards that are most appropriate with proper consideration given to the design traffic volumes, design speed, capacity and levels of service, functional classification, adjacent land use, design consistency and driver expectancy, aesthetics, pedestrian and bicycle concerns, ADA requirements, elder road user policy, access management and scope of work. 4.5 Cross Section Design Files The CONSULTANT shall establish and develop cross section design files in accordance with the FDOT CADD manual. 4.6 Traffic Control Analysis The CONSULTANT shall design a safe and effective Conceptual Traffic Control Phasing Plan to move vehicular and pedestrian traffic during all phases of construction. The design shall be based upon the full closure of Bridge #030177 using an off-site detour to divert traffic around the bridge reconstruction. Staged construction will be considered for the replacement of Bridge #030178 utilizing two-way traffic and temporary signals. Under no circumstances shall both bridges be closed to traffic at the same time. Based upon the public's reaction to the proposed off-site detour as part of the full closure of Vanderbilt Drive to reconstruct Bridge #030177, an alternative design may include construction phasing, routing, and signing and pavement markings to accommodate staged bridge construction. This alternative design shall be considered an Optional Service to the COUNTY. Special consideration shall be given to the construction of the drainage system when developing the construction phases. Positive drainage must be maintained at all times. This will be the responsibility of the Contractor and will be noted in the Contract Documents. The design shall also include construction phasing to accommodate the construction or relocation of utilities. 4.7 Master TCP Design Files The CONSULTANT shall prepare Conceptual Traffic Control Plans per Section 4.6 above to be utilized by the Contractor as a reference for Bidding Purposes. The Contractor will be responsible for providing a full Traffic Control Plan per FDOT Standards, Signed and Sealed by a Florida Licensed Professional Engineer. A-19 ■ Packet Page -570- 5/27/2014 16.A.17. 4.8 Design Variations and Exceptions. The CONSULTANT will be required to prepare Design Variations as required for design of the project. 4.9 Design Report The CONSULTANT shall prepare all applicable report(s) as listed in the Project Description section of this scope which include a bridge hydraulics report, and a soils report. The CONSULTANT shall submit to the COUNTY design notes, data, and calculations to document the design conclusions reached during the development of the contract plans. The design notes, data, and computations shall be recorded on size 8-1/2"x11" sheets, fully titled, numbered, dated, indexed and signed by the designer and the checker. Computer output forms and other oversized sheets shall be folded to 8-1/2"x11" size. The data shall be in a hardback folder for submittal to the COUNTY. 4.10 Computation Book and Quantities The CONSULTANT shall prepare the Computation Book per the FDOT Basis of Estimate Manual and pay item structure, and provide various summaries of quantities sheets. This includes all efforts required to develop the Computation Book and the supporting documentation, including estimated construction days when required. 4.11 Cost Estimate The CONSULTANT shall prepare the Engineer's Estimate of Probable Cost and provide with the 30% submittal. The Engineer's Estimate of Probable Cost shall be adjusted at each submittal to be maintained until final submittal. The initial cost estimate shall include two alternative estimates for the existing pedestrian bridge adjacent to Bridge #30177; one for relocating and one for demolishing the existing pedestrian bridge. 4.12 Technical Special Provisions 4.13 Other Roadway Analysis 4.14 Field Reviews 4.15 Technical Meetings 4.16 Quality Assurance/Quality Control 4.17 Independent Peer Review (Not applicable to this project) 4.18 Supervision 4.19 Coordination 5 ROADWAY PLANS The CONSULTANT shall prepare Roadway, Drainage, Traffic Control, Utility Adjustment Sheets, plan sheets, notes, and details. The plans shall include the following sheets necessary to convey the intent and scope of the project for the purposes of construction. 5.1 Key Sheets A-20 Packet Page -571- mow. 5/27/2014 16.A.17. 5.2 Summary of Pay Items Sheets (Including Quantity Input) 5.3 Drainage Map Sheets (Not applicable to this project) 5.4 Interchange Drainage Map (Not applicable to this project) 5.5 Typical Set�,.tion Sheets 5.6 General Notes/Pay Item Notes Sheets 5.7 Summary of Quantities Sheets 5.8 Box Culvert Data Sheets 5.9 Bridge Hydraulics Recommendation Sheets 5.10 Summary of Drainage Structures Sheets 5.11 Optional Pipe/Culvert Material Sheet 5.12 Project Layout Sheets 5.13 Plan/Profile Sheets 5.14 Profile Sheet 5.15 Plan Sheets 5.16 Special Profile Sheets 5.17 Back of Sidewalk Profile Sheet 5.18 Interchange Layout Sheet (Not applicable to this project) 5.19 Ramp Terminal Details (Plan View) (Not applicable to this project) 5.20 Intersection Layout Details Sheets 5.21 Miscellaneous Detail Sheets 5.22 Drainage Structure Sheets (Per Structure) 5.23 Miscellaneous Drainage Detail Sheets 5.24 Lateral Ditch Plan/Profile Sheets (Not applicable to this project) 5.25 Lateral Ditch Cross Sections Sheets (Not applicable to this project) 5.26 Retention/Detention Ponds Detail Sheets (Not applicable to this project) 5.27 Retention/Detention Ponds Cross Sections Sheets (Not applicable to this project) 5.28 Cross-Section Pattern Sheet (Not applicable to this project) 5.29 Roadway Soil Survey Sheets 5.30 Cross Sections Sheets 5.31 Conceptual Traffic Control Plan Sheets/Off-site Detour Layouts 5.32 Traffic Control Cross Section Sheets (Not applicable to this project) 5.33 Traffic Control Detail Sheets 5.34 Utility Adjustment Sheets 5.35 Selective Clearing and Grubbing Sheets 5.36 Erosion Control Plan Sheets 5.37 S\11/PPP Sheets 5.38 Project Control Network Sheet 5.39 Environmental Detail Sheets 5.40 Utility Verification Sheet (SUE Data) Sheets 5.41 Quality Assurance/Quality Control 5.42 Supervision 6 DRAINAGE ANALYSIS The CONSULTANT shall analyze and document Drainage Tasks in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and current design memorandums. The CONSULTANT shall be responsible for designing a drainage and stormwater management system. All design work shall comply with the requirements of the appropriate regulatory agencies and the FDOT Drainage Manual. The CONSULTANT has the responsibility for A-21 Packet Page -572- r/ 5/27/2014 16.A.17. determining the need, appropriate locations, and sizes for water management facilities, and drainage outfalls. The CONSULTANT must coordinate fully with the appropriate permitting agencies and the COUNTY's staff. The CONSULTANT work will include the engineering analyses for any or all of the following: 6.1 Determine Base Clearance Water Elevation Analyze, determine, and document high water elevations which will be used to set roadway profile grade. Determine surface water elevations at cross drains, floodplains, outfalls and adjacent stormwater ponds. Determine groundwater elevations at intervals between the above mentioned surface waters. 6.2 Pond Siting Analysis and Report (Not applicable to this project) 6.3 Design of Cross Drains Analyze the hydraulic design of cross drains to be replaced. Document the design as required. Determine and provide flood data as required. 6.4 Design of Roadway Dry Detention Areas Design roadside dry detention areas. This includes determining ditch cross sections, grades, selecting suitable channel lining, designing the side drain pipes, and documentation. 6.5 Design of Outfalls (Not applicable to this project) 6.6 Design of Stormwater Management Facility (Offsite Pond) (Not applicable to this project) 6.7 Design of Stormwater Management Facility (Roadside Ditches as Linear Pond) Design stormwater management facilities to meet requirements for stormwater quality treatment and attenuation. Develop proposed layout (shape, contours, slopes, etc.), perform routing calculations, and design the outlet control structure. 6.3 Design of Flood Plain Compensation Area (Not applicable to this project) 6.9 Design of Storm Drains Replace/modify the existing storm drain(s) at the south side of Bridge #034176 as a result of the intersection improvements associated with the Marina Bay Club condominium entrance drive. 6.10 Optional Culvert Material Perform Optional pipe material analysis based on corrosion analysis. 6.11 French Drain Design (Not applicable to this project) 6.12 Drainage Wells (Not applicable to this project) A-22 Packet Page -573- Esus 5/27/2014 16.A.17. 6.13 Drainage Design Documentation Report Compile drainage design documentation into report format. Include documentation for all the drainage design tasks and associated meetings and decisions, except the Bridge Hydraulics Report. 6.14 Bridge Hydraulic Report Calculate hydrology, hydraulics, scour, and deck drainage. Prepare report and the information for the Bridge Hydraulics Recommendation Sheet. 6.15 Temporary Drainage Analysis 6.16 Cost Estimate 6.17 Technical Special Provisions The Technical Special Provisions shall provide a description of work, materials, equipment and specific requirements, method of measurement and basis of payment. These provisions shall be submitted on 8-1/2"x11" sheets and shall not have holes punched or be bound in any way that would create a problem for high volume reproduction. 6.18 Other Drainage Analysis 6.19 Field Reviews 6.20 Technical Meetings 6.21 Quality Assurance/Quality Control 6.22 Independent Peer Review (Not applicable to this project) 6.23 Supervision 6.24 Coordination 7 UTILITIES The CONSULTANT shall identify existing/proposed utility facilities, obtain plans and information from the Utility Agency Owners (UAO), secure agreements, utility work schedules, and coordinate relocations/adjustments of existing/proposed utilities to certify that no conflicts exist between existing/proposed utility facilities and the roadway improvement construction project. 7.1 Kickoff Meeting Prior to any contact with the UAO(s), the CONSULTANT shall meet with the COUNTY and the Collier County Utility Department to receive guidance, as may be required, to assure that all necessary coordination will be accomplished in accordance with COUNTY procedures. CONSULTANT shall bring a copy of the design project work schedule reflecting utility activities. 7.2 Identify Existing/Proposed UAO(s) The CONSULTANT will identify all utilities in the corridor during the survey phase by calling Sunshine One-Call of Florida (SSOCOF) and shall coordinate with each company to verify that all existing utilities are designated in the field prior to completing the topographic survey. As-built documentation shall be requested from each UAO for verification of complete designation, and a review will be made to ensure that field designation data is included on the 30% plans. Proper identification of design coordination contact information shall be made during this activity. A-23 Packet Page -574- 5/27/2014 16.A.17. 7.3 Make Utility Contacts First Contact: Send letters and two sets of plans to each utility. Includes contact by phone for meeting coordination. Request type, size, location, easements, cost for compensable relocation, and justification for any utility exceptions. Include the meeting schedule (if applicable) and the design schedule. Include typical meeting agenda. Second Contact: At a minimum of four (4) weeks prior to the meeting, the CONSULTANT shall transmit two (2) complete sets of 60% plans to each UAO having facilities located within the project limits, and one (1) set each to the COUNTY/OWNER Offices. 7.4 Exception Coordination (Not applicable to this project) 7.5 Preliminary Utility Meeting The CONSULTANT shall schedule (time and place), notify participants, and conduct a preliminary utility meeting with all identified UAO(s) for the purpose of presenting the project, review the current design schedule, evaluate the utility information collected, provide follow-up information on compensable interest requests, discuss the utility work by highway contractor option with each utility, and discuss any future design issues that may impact utilities. This is also an opportunity for the UAO(s) to present proposed facilities. The CONSULTANT shall keep accurate minutes and distribute a copy to all attendees. 7.6 Individual/Field Meetings The CONSULTANT shall meet with each UAO separately throughout the project design duration to provide guidance in the interpretation of plans, review changes to the plans and schedules, optional clearing and grubbing work, and assist in the development of the UAO(s) plans and work schedules. The CONSULTANT is responsible for motivating the UAO to complete and return the necessary documents after each Utility Contact or Meeting. 7.7 Collect and Review Plans and Data from UAO(s) CONSULTANT shall make determinations (Compensable Interest, Easements, Coordinate, Analyze); ensure information (utility type, material and size) is sent to the designer for inclusion in the plans; and coordinate programming of funds. 7.8 Subordination of Easements Coordination (Not applicable to this project) 7.9 Utility Design Meeting At a minimum of three (3) weeks prior to the meeting, the CONSULTANT shall transmit two (2) • complete sets of the 60% plans to each UAO having facilities located within the project limits, and one set to the COUNTY Offices. The CONSULTANT shall schedule (time and place), notify participants, and conduct a Utility meeting with all UAO(s) that are identified. The CONSULTANT shall be prepared to discuss drainage, traffic signalization, maintenance of traffic (construction phasing), review the current design schedule and letting date, evaluate the utility information collected, provide follow-up information on compensable interest requests, discuss the utility work by highway contractor option with each utility, discuss any future design issues that may impact utilities, etc., to the extent that they may have an effect on existing or proposed A-24 Packet Page -575 5/27/2014 16.A.17. utility facilities with particular emphasis on drainage and maintenance of traffic with each UAO. The intent of this meeting shall be to identify and resolve conflicts between utilities and proposed construction prior to completion of the plans, including utility adjustment details. Also recommend resolution between known utility conflicts with proposed construction plans as practical. The CONSULTANT shall keep accurate minutes of all meetings and distribute a copy to all attendees. 7.10 Review Utility Markups and Work Schedules and Processing of Schedules and Agreements Review utility marked up plans individually as they are received for content and coordinate review with the designer. Send color markups and schedules to the appropriate COUNTY office(s) for review and comment if required by the COUNTY. 7.11 Utility Coordination/Follow-up The CONSULTANT shall review FDOT standards and Collier County standards, policies, procedures, and design criteria that are followed concerning utility coordination. The Collier County standards are located on the COUNTY's web site under Public Utilities Planning and Project Management or http://www.colliergov.net/index.aspx?page=3267 . FDOT standards, policies, procedures, and design criteria are contained in the current adopted Design Standards, Standard Specifications for Road and Bridge Construction, Rule 14-46.001 (Utility Accommodation Manual), Utility User's Guide, and any Supplemental Specification, Provision, or Agreement attached to this Contract. The CONSULTANT may employ more than one individual or utility engineering consultant to provide utility coordination and engineering design expertise. The CONSULTANT shall identify a dedicated person responsible for managing all utility coordination activities. This person shall be contractually referred to as the Utility Coordination Manager. The Utility Coordination Manager shall be required to satisfactorily demonstrate to the COUNTY/OWNER that they have the following knowledge, skills, and expertise: A minimum of 4 years of experience performing utility coordination in accordance with FDOT, FHWA, and ASHTO standards, policies, and procedures. A thorough knowledge of the FDOT plans production process and District utility coordination practices. A thorough knowledge of OWNER agreements, standards, policies, and procedures. The Utility Coordination Manager shall be responsible for, but not limited to, the following: Making sure Utility Coordination and design is conducted in accordance to the FDOT, FHWA, and ASHTO standards, policies, procedures, and design criteria. Assisting the engineer of record in identifying all existing utilities and coordinating any new installations. A-25 Packet Page -576- 5/27/2014 16.A.17. Scheduling and performing utility coordination meetings, keeping and distribution of minutes/action items of all utility meetings, and ensuring expedient follow-up on all unresolved issues. Distributing all plans, conflict matrixes and changes to affected utility owners and making sure this information is properly coordinated. Identifying and coordinating the completion of any COUNTY or utility owner agreement that is required for reimbursement, or accommodation of the utility facilities associated with the project. Assisting the Engineer of Record with resolving utility conflicts. Review and notify the COUNTY that all Utility Work Schedules are correct and in accordance with the FDOT's standards, policies, and procedures. Prepare, review and process all utility related reimbursable issues inclusive of betterment and salvage determination. The CONSULTANT'S utility coordination work shall be preformed and directed by the identified Utility Coordination Manager that was identified and approved by the COUNTY. Any proposed change, of the approved Utility Coordination Manager, shall be subject to review and approval by the COUNTY prior to any change being made in this contract. 7.12 Utility Constructability Review Review utility schedules against construction contract time, and phasing for compatibility. Coordinate with construction office. 7.13 Additional Utility Services CONSULTANT will prepare a utility conflict matrix based upon information supplied by the UAO(s). Coordinate underground locate requirements with SUE staff. 7.14 Processing Utility Work by Highway Contractor (UWHC) (Not applicable to this project) 7.15 Contract Plans to UAO(s) This includes transmittal of the contract plans as processed for letting. 7.16 Certification/Close-Out This includes hours for transmitting utility files to the COUNTY/Collier County Utility Department and preparation of the Utility Certification Letter. The CONSULTANT shall certify to the appropriate COUNTY representatives the following: All utility negotiations (Full execution of each agreement, approved Utility Work Schedules, technical special provisions written, etc.) have been completed with arrangements made for utility work to be undertaken and completed as required for proper coordination with the physical construction schedule. A-26 Packet Page -577- 5/27/2014 16.A.17. OR An on-site inspection was made and no utility work will be involved. OR Plans were sent to the Utility Companies/A-gencies and no utility work is required. 8 ENVIRONMENTAL PERMITS The CONSULTANT shall notify the COUNTY's Design Project Manager, and other appropriate personnel in advance of all scheduled meetings with the regulatory agencies to allow a Collier County representative to attend. The CONSULTANT shall copy the COUNTY's Design Project Manager on all permit related correspondence and meetings. 8.1 Preliminary Project Research The CONSULTANT shall perform preliminary project research and shall be responsible for early identification of and coordination with the appropriate regulatory agencies to assure that design efforts are properly directed toward permit requirements. 8.2 Complete Permit Involvement Form (Not applicable to this project) 8.3 Field Work 8.3.1 Pond Site Alternatives (Not applicable to this project) 8.3.2 Establish Wetland Jurisdictional Lines and Assessments The CONSULTANT shall collect all data and information necessary to determine the boundaries of wetlands and surface waters defined by the rules or regulations of each agency processing or reviewing a permit. It is the intent of the COUNTY to "preserve the quality of our environment." In keeping with this goal, the, COUNTY requires that the Consultant Designers meet the following environmental agency permit requirements: In general, MECHANICAL clearing and grubbing (construction activities) or VEHICULAR intrusion in jurisdictional wetlands requires a Dredge and Fill permit from the State and Federal permitting agencies for permanent or temporary impacts to wetlands. It is the COUNTY's intent to document impacts within the Limits of Construction (LOC) plus a "buffer zone" of 5 feet outside each LOC line. If the right of way line is within 5 feet of the LOC, then the impact is to the right of way line. The CONSULTANT is responsible for identifying if the footprint for construction of the project, as well as wetland impacts, can fit within the right of way. The CONSULTANT is to stake or flag the State and Federal jurisdictional lines. A registered surveyor will be required to survey these jurisdictional lines. The CONSULTANT must remove all stakes or flags after the environmental permits are approved. The contractor is to be provided, in the plans, survey points to delineate or flag the wetlands A-27 Packet Page -578- 5/27/2014 16.A.17. that are NOT TO BE IMPACTED. It is the contractor's responsibility to flag or stake these areas prior to construction beginning and maintain them throughout construction. The CONSULTANT will identify this responsibility of the contractor clearly in the plans. The plans shall clearly show the jurisdictional lines(s). The jurisdictional areas that are impacted shall be clearly designated and noted "Construction activities allowed." Jurisdictional areas that are not to be impacted and are to remain undisturbed throughout construction should be clearly designated and noted "Construction activities not allowed." The CONSULTANT shall include a section in the roadway component set of plans to reflect the items above. This section shall also include a Tabulation Sheet or Block defining the undisturbed wetlands by x, y coordinates or station and offsets. The disturbed wetlands shall also be tabulated in square feet (or acres) indicating the area impacted. This section shall include any general or project specific environmental notes. In areas where no wetland impacts are anticipated, the plans will clearly show the "Safe Upland Line"**. Areas outside this line shall be labeled or noted "Construction Activities Not Allowed". **According to the US Army Corps of Engineers, a Safe Upland is any area that does not qualify as a wetland because the associated hydrologic regime is not sufficiently wet to elicit development of vegetation, soils, and/or hydrologic characteristics associated with wetlands. The Consultant/Designer shall locate this line in a manner that allows the Contractor to reproduce this line in the field — station and offset, or state plan coordinates. 8.3.3 Species Surveys The CONSULTANT shall conduct Wildlife surveys as defined by rules or regulations of any permitting authority that is processing a County permit. 8.3.4 Archaeological (Refer to Section 2.14) 8.4 Agency Verification of Wetland Data The CONSULTANT shall be responsible for verification of wetland data identified in Section 8.3 and coordinating regulatory agency field reviews, including finalization of wetland assessments with applicable agencies. 8.5 Complete and Submit All Required Permit Applications The CONSULTANT and the COUNTY's design Project Manager will have a Pre-Application meeting with the permitting agencies for the project before preparing a permit packages as identified in the Project Description section 2.4. The CONSULTANT shall collect all of the data and information necessary to obtain the environmental permits required to construct the project. The CONSULTANT shall prepare each permit application for COUNTY approval in accordance with the rules and/or regulations of the environmental agency responsible for issuing a specific permit and/or authorization to perform work. The COUNTY will be responsible for payment of all permit fees. A-28 Packet Page -579- • 5/27/2014 16.A.17. 8.6 Prepare Dredge and Fill Sketches The CONSULTANT shall prepare Dredge and Fill Sketches to meet the permitting agency criteria. 8.7 Prepare USCG Permit Sketches (Not applicable to this project) Prepare USCG Permit Sketches per Agency Criteria 8.8 Prepare Water Management District Right-of-Way Occupancy Sketches (Not applicable to this project) The CONSULTANT shall prepare Right-of-Way Occupancy Sketches. 8.9 Prepare Coastal Construction Control Line (CCCL) Permit Application (Not applicable to this project) 8.10 Prepare Tree Permit Information (Not applicable to this project) 8.11 Mitigation Coordination and Meetings The CONSULTANT shall coordinate with the COUNTY's Design Project Manager prior to approaching any environmental permitting or reviewing agencies. The COUNTY and CONSULTANT will agree on a mitigation course of action. CONSULTANT will then be responsible for coordinating the proposed mitigation plan with the environmental agencies. 8.12 Mitigation Design --e • --- -- - 'e- -- •• . . - e - . -- _ e.- -- .• _ -• e. .- _ . - - - -- a'a -• --- -- e This scope of work and fee aseumes mitigation banking. • e _ e- - - • • - • • . • -.-- • ' • •- - - -- -- -- ! Mk ' SOS NTY. -- - !` =_" ` _ -_ -e e . _e a ' _ _. - ' - - _mitigation: Payment - . • . _- __ - - - • --- "• - - -- - - —.• - -, e - - . The CONSULTANT shall coordinate with the environmental agencies for the COUTY's monetary participation in a private mitigation bank and acquisition of wetland impact/mitigation credits. 8.13 Environmental Clearances and Technical Support (Not applicable to this project) The CONSULTANT shall provide engineering support for the COUNTY to obtain clearances for all changes to the project after the construction is completed. These changes include but are not limited to project site, mitigation sites identified, land use or environmental changes, and significant design changes. A-29 ,) Packet Page -580- 5/27/2014 16.A.17. 8.14 Environmental Clearances and Reevaluations (Not applicable to this project) 8.15 Preparation of Environmental Clearances and Reevaluations (Not applicable to this project) 8.16 Contamination Impact Analysis The CONSULTANT shall perform a Level 1 Contamination Screening Evaluation for the project. The purposes of this evaluation are to identify and evaluate known or potential contamination problems and present recommendations concerning these problems during the project development. Discovery of hazardous materials will impact the project, but an evaluation early in the project development will allow time to avoid the problem by considering the alternatives or remediating it. Guidelines for a contamination screening evaluation report are presented in the FDOT PROJECT DEVELOPMENT AND ENVIRONMENTAL GUIDELINES MANUAL (PART 2, CHAPTER 22). 8.17 Asbestos Survey Samples of the bearing pads from Bridge #030177 will be obtained and analyzed for asbestos by Polarized Light Microscopy. Should the bearing pads contain asbestos, notes and/or specifications will be added to the plans to ensure the proper removal and disposal of the Asbestos Containing Material. The CONSULTANT shall submit four (4) hard copies and one (1) electronic copy of the geotechnical report containing the final asbestos analysis, and the required copies of any additional supporting documents, to the COUNTY's Project Manager and to the District Asbestos Coordinator at the time of the 30% submittal. 8.18 Technical Meetings At the Pre-construction Conference, the FOR must be prepared to discuss the Erosion Control Plan, including environmentally sensitive areas, and known risk, proposed avoidance measures, and the special requirements listed in the permit for this project. Payment for attending the Pre- construction Conference will be made through Post Design Services. 8,19 Quality Assurance/Quality Control 8.20 Supervision 8.21 Coordination 9 STRUCTURES SUMMARY AND MISCELLANEOUS TASKS AND DRAWINGS The CONSULTANT shall analyze and design all structures in accordance with applicable provisions as defined in Section 2.20, Provisions for Work. Contract documents shall display economical solutions for the given conditions. The CONSULTANT shall provide Design Documentation to the COUNTY with each submittal consisting of structural design calculations and other supporting documentation developed during the development of the plans. The design calculations submitted shall adequately address the complete design of all structural elements. These calculations shall be neatly and logically presented on 8-1/2"'x11" paper (where possible) and all sheets shall be numbered. The final design calculations shall be signed and sealed by a Florida registered professional engineer. A cover sheet indexing the contents of the calculations shall be included and the A-30 Packet Page -581- 5/27/2014 16.A.17. engineer shall sign and seal that sheet. All computer programs and parameters used in the design calculations shall include sufficient backup information to facilitate the review task. 9.1 index of Drawings 9.2 Project Layout (Not applicable to this project) 9.3 General Notes and Bid Item Notes 9.4 Miscellaneous Common Details -Incorporate Florida Department of Transportation Standards 9.5 Incorporate Report of Core Borings 9.6 Existing Bridge Plans 9.7 Computation Book and Quantities 9.8 Cost Estimate 9.9 Technical Special Provisions 9.10 Field Reviews 9.11 Technical Meetings 9.12 Quality Assurance/Quality Control 9.13 Independent Peer Review (Not applicable to this project)(Structure designs will be reviewed by an independent consultant under separate contract with the COUNTY. 9.14 Supervision 9.15 Coordination 10 STRUCTURES BRIDGE DEVELOPMENT REPORT The CONSULTANT shall prepare a Bridge Development Report that will expand upon the Bridge Type Study for Vanderbilt Drive Bridges dated February 2013. The BDR shall be submitted as part of the 30% Submittal, General Requirements. General Requirements: 10.1 Bridge Geometry 10.2 Ship Impact Data Collection (Not applicable to this project) 10.3 Ship Impact Criteria (Not applicable to this project) Superstructure Alternatives: 10.4 Short-Span Concrete 10.5 Medium-Span Concrete 10.6 Long Span Concrete (Not applicable to this project) 10.7 Structural Steel (Not applicable to this project) Foundation and Substructure Alternatives: 10.R Pier/Bent Types 10.9 Shallow Foundations (Not applicable to this project) 10.10 Deep Foundations Movable Span and Tasks 10.11 - 10.23 are not applicable to this project. Other BDR Issues: 10.24 Aesthetics (Not applicable to this project) 10.25 TCP/Staged Construction Requirements 10.26 Constructability Requirements 10.27 Abutment SlopeNWall Evaluation 10.28 Quantity and Cost Estimates 10.29 Quantity and Cost Estimates - Movable Span (Not applicable to this project) 10.30 Wall Type Justification (Not applicable to this project) Report Preparation: 10.31 Exhibits 10.32 Exhibits - Movable Span (Not applicable to this project) 10.33 Report Preparation 10.34 Report Preparation - Movable Span (Not applicable to this project) 10.35 BDR Submittal Package Preliminary Plans and tasks 10.36-10.48 are not applicable to this project. A-3I Packet Page -582- 5/27/2014 16.A.17. 11 STRUCTURES - TEMPORARY BRIDGE (Not applicable to this project) 12 STRUCTURES - SHORT SPAN CONCRETE BRIDGE The CONSULTANT shall prepare plans for Short Span Concrete Bridge(s) at the location(s) specified in Section 2.5. General Layout Design and Plans 12.1 Overall Bridge Final Geometry 12.2 Expansion/Contraction Analysis 12.3 General Plan and Elevation 12.4 Construction Staging 12.5 Approach Slab Plan and Details 12.6 Miscellaneous Details End Bent Design and Plans 12.7 End Bent Geometry 12.8 End Bent Structural Design 12.9 End Bent Plan and Elevation 12.10 End Bent Details Intermediate End Bent Design and Plans 12.11 Bent Geometry 12.12 Bent Stability Analysis 12.13 Bent Structural Design 12.14 Bent Plan and Elevation 12.15 Bent Details Miscellaneous Substructure Design and Plans 12.16 Foundation Layout Superstructure Design and Plans 12.17 Finish Grade Elevation Calculation 12.18 Finish Grade Elevations Cast-In-Place Slab Bridges 12.19 Bridge Deck Design 12.20 Superstructure Plan 12.21 Superstructure Sections and Details Prestressed Slab Unit Bridges 12.22 Prestressed Slab Unit Design 12.23 Prestressed Slab Unit Layout 12.24 Prestressed Slab Unit Details and Schedule 12.25 Deck Topping Reinforcing Layout 12.26 Superstructure Sections and Details Reinforcing Bar Lists 12.27 Preparation of Reinforcing Bar List Load Rating 12.28 Load Ratings 13 STRUCTURES - MEDIUM SPAN CONCRETE BRIDGE (Not applicable to this project) 14 STRUCTURES - STRUCTURAL STEEL BRIDGE (Not applicable to this project) 15 STRUCTURES - SEGMENTAL CONCRETE BRIDGE (Not applicable to this project) A-32 Packet Page -583- 5/27/2014 16.A.17. 16 STRUCTURES - MOVABLE SPAN (Not applicable to this project) A 7 STRUCTURES - FZ C MI IN VAVML L The CONSULTANT shall prepare plans for Retaining Wall(s) as specified in Section 2.5. General Requirements 17.1 Key Sheets (Not applicable to this project) 17.2 Horizontal Wall Geometry Permanent Proprietary Walls (Not applicable to this project) 17.3 Vertical Wall Geometry 17.4 Semi-Standard Drawings 17.5 Wall Plan and Elevations (Control Drawings) 17.6 Details Temporary Proprietary Walls (Not applicable to this project) 17.7 Vertical Wall Geometry 17.8 Semi-Standard Drawings 17.9 Wall Plan and Elevations (Control Drawings) 17.10 Details Cast-In-Place Retaining Walls (Not applicable to this project) 17.11 Design 17.12 Vertical Wall Geometry 17.13 General Notes 17.14 Wall Plan and Elevations (Control Drawings) 17.15 Sections and Details 17.16 Reinforcing Bar List Other Retaining Walls and Bulkheads 17.17 Design 17.18 Vertical Wall Geometry 17.19 General Notes, Tables and Miscellaneous Details 17.20 Wall Plan and Elevations 17.21 Details 18 STRUCTURES — MISCELLANEOUS The CONSULTANT shall prepare plans for Miscellaneous Structure(s) as specified in Section 2.5. 18.1 Concrete Box Culverts 18.4 Concrete Strain Poles Tasks 18.2 — 18.3 & 18.5 - 18.22 are not applicable to this project. 19 SIGNING AND PAVEMENT MARKING ANALYSIS The CONSULTANT shall analyze and document Signing and Pavement Markings Tasks in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and current design memorandums. 19.1 Traffic Data Analysis (Not applicable to this project) 19.2 No Passing Zone Study (Not applicable to this project) A-33 Packet Page -584- 5/27/2014 16.A.17. 19.3 Reference and Master Design File The CONSULTANT shall prepare the Signing & Marking Design file to include all necessary design elements and all associated reference files. 19.4 Multi-Post Sign Support Calculations The CONSULTANT shall determine the appropriate column size from the FDOT Multi-Post Sign Program(s). 19.5 Sign Panel Design Analysis Establish sign layout, letter size and series for non-standard signs. 19.6 Sign Lighting/Electrical Calculations (Not applicable to this project) 19.7 Quantities Includes all work required to determine the quantities of each plan sheet. 19.8 Computation Book 19.9 Cost Estimates 19.10 Technical Special Provisions 19.11 Other Signing and Pavement Marking (Not applicable to this project) 19.12 Field Reviews 19.13 Technical Meetings 19.14 Quality Assurance/Quality Control 19.15 Independent Peer Review (Not applicable to this project) 19.16 Supervision 19.17 Coordination 20 SIGNING AND PAVEMENT MARKING PLANS The CONSULTANT shall prepare a set of Signing and Pavement Marking Plans in accordance with the Plans Preparation Manual that includes the following. 20.1 Key Sheet (Not applicable to this project) 20.2 Summary of Pay Items (Not applicable to this project, quantities shown on the roadway summary of pay item sheets) 20.3 Tabulation of Quantities 20.4 General Notes/Pay Item Notes 20.5 Project Layout (Not applicable to this project) 20.6 Plan Sheets 20.7 Typical Details 20.8 Guide Sign Work Sheet(s) 20.9 Traffic Monitoring Site (Not applicable to this project) 20.10 Cross Sections (Not applicable to this project) 20.11 Special Service Point Details (Not applicable to this project) 20.12 Special Details 20.13 Interim Standards 20.14 Quality Assurance/Quality Control 20.15 Supervision A-34 Packet Page -585- 5/27/2014 16.A.17. 21 SIGNALIZATION ANALYSIS The CONSULTANT shall evaluate the existing flashin g signal located at the intersection north of Bridge #030177 to determine if it is required by design. Existing concrete strain poles may require relocation due to the roadway design requirements. 21.1 Traffic Data Collection The CONSULTANT shall collect available crash history data for Vanderbilt Drive within the project limits. 21.2 Traffic Data Analysis The CONSULTANT shall review all crash data to determine if the existing flashing signal is warranted as an intersection safety feature. Public input may require that the signal remain and/or signal poles be relocated/replaced. 21.3 Signal Warrant Study (Not applicable to this project) 21.4 System Timings (Not applicable to this project) 21.5 Reference and Master Signalization Design File 21.6 Reference and Master Interconnect Communication Design File (Not applicable to this project) 21.7 Overhead Street Name Sign Design 21.8 Pole Elevation Analysis 21.9 Traffic Signal Operation Report (Not applicable to this project) 21.10 Quantities 21.11 Cost Estimate 21.12 Technical Special Provisions (Not applicable to this project) 21.13 Other Signalization Analysis (Not applicable to this project) 21.14 Field Reviews 21.15 Technical Meetings 21.16 Quality Assurance/Quality Control 21.17 Independent Peer Review (Not applicable to this project) 21.18 Supervision 22 SIGNALIZATION PLANS The CONSULTANT shall prepare a set of Signalization Plans in accordance with the Plans Preparation Manual that remove or relocate the existing flashing signal located at the intersection north of Bridge #030177 as required by design. 22.1 Key Sheet (Not applicable to this project) 22.2 Summary of Pay Items (Not applicable to this project, quantities shown on the roadway summary of pay item sheets) 22.3 Tabulation of Quantities (Included as part of the Signing and Pavement Marking Plans) 22.4 General Notes/Pay Item Notes 22.5 Plan Sheets 22.6 Interconnect Plans (Not applicable to this project) 22.7 Traffic Monitoring Site (Not applicable to this project) 22.8 Guide Sign Work Sheet(s) A-35 (-3 ' Packet Page -586- 5/27/2014 16.A.17. 22.9 Special Details 22.10 Special Service Point Details (Not applicable to this project) 22.11 Mast Arm/Monotube Tabulation Sheet (Not applicable to this project)22.12 Strain Pole Schedule 22.13 TCP Signal (Temporary) 22.14 Temporary Detection Sheet 22.15 Utility Conflict Sheet 21.15 Interim Standards 21.17 Quality Assurance/Quality Control 21.18 Supervision 23 LIGHTING ANALYSIS (Not applicable to this project) 24 LIGHTING PLANS (Not applicable to this project) 25 LANDSCAPE ARCHITECTURE ANALYSIS (Not applicable to this project) 26 LANDSCAPE ARCHITECTURE PLANS (Not applicable to this project) 27 SURVEY The CONSULTANT shall perform survey tasks in accordance with all applicable statutes, manuals, guidelines, standards, handbooks, procedures, and current design memoranda. The CONSULTANT shall perform all survey services necessary to prepare the plans for the project. The survey work shall be accomplished in accordance with the COUNTY's Surveying procedure. The CONSULTANT shall submit all survey notes and computations to document the surveys. All field survey work shall be recorded in approved media and submitted to the COUNTY. Field books submitted to the COUNTY must be of an approved type. The field books shall be certified by the surveyor in responsible charge of work being performed before the final product is submitted. The survey notes shall include documentation of decisions reached from meetings, telephone conversations or site visits. All like work (such as bench lines, reference points, etc.) shall be recorded contiguously. The COUNTY may not accept field survey radial locations of section corners, platted subdivision lot and block corners, alignment control points, alignment control reference points and certified section corner references. The COUNTY may instead require that these points be surveyed by true line, traverse or parallel offset. Refer to Section 2.10 for limits of survey. 27.1 Horizontal Project Network Control (HPNC) Establish or recover HPNC, for the purpose of establishing horizontal control on the Florida State Plane Coordinate System or datum approved by the COUNTY; may include primary or secondary control points. Includes analysis and processing of all field collected data, and preparation of forms. This will be tied into the Florida State Plane Coordinate System, NAD 1983/1990 Adjustment. 27.2 Vertical Project Network Control (VPNC) A-36 Packet Page -587- 5/27/2014 16.A.17. Establish or recover VPNC, for the purpose of establishing vertical control on datum approved by the COUNTY; may include primary or secondary vertical control ontrol points. Includes analysis and processing of all field collected data, and preparation of forms. This will be based upon North American Vertical Datum 1988 Adjustment (NAVD 88). 27.3 Alignment and/or Existing Right of Way Lines Establish, recover or re-establish project alignment. Also includes analysis and processing of all field collected data, existing maps, and/or reports for identifying mainline, ramp, offset, or secondary alignments. Depict alignment and/or existing RAN lines (in required format) per COUNTY RAN Maps, platted or dedicated rights of way. 27.4 Aerial Targets (Not applicable to this project) 27.5 Reference Points Reference HPNC points, project alignment, vertical control points, section, '/ section, center of section corners and G.L.O. corners as required. Minimum of two (2) references per control point. 27.6 Topography/DTM (3D) Locate all above ground features and improvements. Deliver in appropriate electronic format. Effort includes field edits, analysis and processing of all field collected data, existing maps, and/or reports. Locate all above ground features and improvements for the limits of the project by collecting the required data for the purpose of creating a DTM with sufficient density. Shoot all break lines, high and low points. Effort includes field edits, analysis and processing of all field collected data, existing maps, and/or reports. 27.7 Planimetric (2D) Horizontal location of all fixed improvements within the mapping limits. 27.8 Roadway Cross Sections/Profiles Perform field survey check sections or profiles to verify the required accuracy of the digital terrain model and/or to determine existing cross slope. Includes analysis and processing of all field- collected data for comparison with DTM. 27.9 Side Street Surveys (Not applicable to this project) 27.10 Underground Utilities Designation includes 2-dimensional collection of existing utilities and selected 3-dimensional verification by collecting the data on above ground, visible evidence of utility appurtenances, or markings made by other to designate the location of the utility. Survey includes collection of data on points as needed for designates and locates. Includes analysis and processing of all field collected data, and delivery of all appropriate electronic files. 27.11 Outfall Survey (Not applicable to this project) 27.12 Drainage Survey A-37 Packet Page -588- _ k 5/27/2014 16.A.17. Locate underground data (XYZ, pipe size, type, condition and flow line) that relates to above ground data. Includes field edits, analysis and processing of all field collected data, existing maps, and/or reports. 27.13 Bridge Survey Detailed location of the bridge supports, decking, railing, and/or bents. 27.14 Channel Survey Cross sections and transects of the submerged bottom lands on the waterway. 27.15 Pond Site Survey (Not applicable to this project) 27.16 Mitigation Survey (Not applicable to this project) 27.17 Jurisdiction Line Survey Perform field location (2-dimensional) of jurisdiction limits as defined by respective authorities, also includes field edits, analysis and processing of all field collected data, preparation of reports. 27.18 Geotechnical Support Perform 3-dimensional (X,Y,Z) field location, or stakeout, of boring sites established by geotechnical engineer. Includes field edits, analysis and processing of all field collected data and/or reports. 27.19 Sectional/Grant Survey Perform field location/placement of section corners, 1/4 section corners, and fractional corners where pertinent. Includes analysis and processing of all field-collected data and/or reports. 27.20 Subdivision Location (Not applicable to this project) 27.21 Maintained R/W Perform field location (2-dimensional) of maintained RNV limits as defined by respective authorities, if needed. Also includes field edits, analysis and processing of all field collected data, preparation of reports. 27.n•-.) Boundary Survey Perform boundary survey as defined by COUNTY standards. Includes analysis and processing of all field-collected data, preparation of reports. 27.23 Water Boundary Survey Perform Mean High Water, Ordinary High Water and Safe Upland Line surveys as required by COUNTY standards. 27.24 Right of Way Staking Perform field staking and calculations of existing/proposed RNV lines for on-site review purposes. 27.25 Right of Way Monumentation Set RM! monumentation as depicted on final RNV maps for corridor and water retention areas. A-38 /(' Packet Page -589- ) 5/27/2014 16.A.17. 27.26 Line Cutting Perform all efforts required to clear vegetation from the line of sight. 27.27 Work Zone Safety Provide work zone as required by COUNTY standards. 27.28 Miscellaneous Surveys Refer to tasks of this document, as applicable, to perform surveys not described herein. For this project it is assumed we will need to prepare up to eight (8) Temporary Construction Easements (TCE), and two (2) Sovereign Submerged Land Lease legal description and sketches. 27.29 Supplemental Surveys (Not applicable to this project) 27.30 Document Research Perform research of documentation to support field and office efforts involving surveying and mapping. 27.31 Field Review Perform verification of the field conditions as related to the collected survey data. 27.32 Technical Meetings 27.33 Quality Control/Quality Assurance Establish and implement a QAQC plan. Also includes subconsultant review, response to comments and any resolution meetings if required, preparation of submittals for review, etc. 27.34 Supervision Perform all activities required to supervise and coordinate project. These activities must be performed by the project supervisor, a Florida Professional Surveyor. 27.35 Coordination 28 PHOTOGRAMMETRY (Not applicable to this project) 29 MAPPING The CONSULTANT will be responsible for the preparation of control survey maps, right of way maps, maintenance maps, sketches, other miscellaneous survey maps, and legal descriptions as required for this project in accordance with all applicable COUNTY Manuals, Procedures, Handbooks, and Florida Statutes. All maps, surveys and legal descriptions will be prepared under the direction of a Florida Professional Surveyor and Mapper (PSM) to COUNTY size and format requirements utilizing COUNTY approved software, and will be designed to provide a high degree of uniformity and maximum readability. The CONSULTANT will submit maps, legal descriptions, quality assurance check prints, checklists, electronic media files and any other documents as required for this project to the COUNTY for review at stages of completion as negotiated. 30 GEOTECHNICAL The CONSULTANT shall, for the project, be responsible for a complete geotechnical investigation. All work performed by the CONSULTANT shall be in accordance with the FDOT A-39 �r � Packet Page -590- � -. 5/27/2014 16.A.17. Soils and Foundations Handbook as directed by the COUNTY. Prior to beginning each phase of investigation and after the Notice to Proceed is given, the CONSULTANT shall submit an investigation plan for approval by the COUNTY and meet with the COUNTY representative to review the project scope and requirements. The investigation plan shall include, but not be limited to, the proposed boring locations and depths, and all existing geotechnical information from available sources to generally describe the surface and subsurface conditions of the project site. Additional meetings may be required to plan any additional field efforts, review plans, resolve plans/report comments, resolve responses to comments, and/or any other meetings necessary to facilitate the project. The CONSULTANT shall notify the COUNTY in adequate time to schedule a representative to attend all related meetings and field activities. The CONSULTANT shall be responsible for coordination of all geotechnical related fieldwork activities. The CONSULTANT shall retain all samples until acceptance of final plans. Rock cores shall be retained as directed by the COUNTY. 31 ARCHITECTURE DEVELOPMENT (Not applicable to this project) 32 NOISE IMPACT DESIGN ASSESSMENT (Not applicable to this project) 33 INTELLIGENT TRANSPORTATION SYSTEMS ANALYSIS (Not applicable to this project) 34 INTELLIGENT TRANSPORTATION SYSTEMS PLANS (Not applicable to this project) 35 UTILITY RELOCATIONS DESIGN When County Utilities Department facilities are within the project limits, follow the procedures below and refer to the Collier County Water-Sewer District Utilities Standards Manual. 35.1 Background investigation and data gathering Gather and investigate the following data and information: • Previous utility coordination data — previously prepared markups • Utility atlases and as-builts • Meter or lateral locations • Fireline locations • Shut-off valve locations • Standards Manual for utility design from County Utilities Department • Acceptable materials for proposed utility relocation • Permitting entities, permit forms, and procedures • Pump data for lift and pump stations 35.2 Plans Preparation A complete plan set component will be generated for Collier County facilities. This will include relocations of the potable water system at Bridges #030177 & #030178. Relocation of other A-40 Packet Page -591- 5/27/2014 16.A.17. sections of the potable water system or wastewater facilities shall be considered an Optional Service and will only be relocated in areas of conflict with proposed roadway or bridge improvements. The plan set will be structured as such: 35.2.1 Cover Sheet (Not applicable — included as part of Roadway Plans) 35.2.2 Key Sheet/ Abbreviation and Legends (Not applicable — included as part of Roadway Plans) 35.2.3 General Notes 35.2.4 Water Facilities Relocation Plans Subset 35.2.4.1 Specifications and Notes 35.2.4.2 Table of Quantities 35.2.4.3 Plan and Profile 35.2.4.4 Cross-sections and Details 35.2.4.5 Standard Details 35.2.5 Sanitary Sewer Utility Relocation Plans Subset (as-required) 35.2.5.1 Specifications and Notes 35.2.5.1 Table of Quantities 35.2.5.1 Plan and Profile 35.2.5.1 Cross-sections and Details 35.2.5.1 Standard Details 35.2.6 Reclaimed Water Facilities Relocation Plans Subset (Not applicable with this project) 35.2.6.1 Specifications and Notes 35.2.6.1 Table of Quantities 35.2.6.1 Plan and Profile 35.2.6.1 Cross-sections and Details 35.2.6.1 Standard Details 35.2.7 Other Utilities 35.3 Preliminary Design Phase • Review survey and SUE information as plotted on plans • Prepare plan view of all existing facilities • • Engineers Field review— site visit to review disposition of all aboveground appurtenances, service connections, and quality review of survey. • Address all survey and SUE deficiencies. • Review and prepare memorandum to County Utilities Department of critical infrastructure and issues of concern. • Submit 30% existing facilities plans and profile (based on SUE) and memorandum for review by County Utilities Department via COUNTY Project Manager. Discuss with County Utilities Department and COUNTY Project Manager. • Coordinate with COUNTY Project Manager and roadway design engineers for advanced conflict prevention with critical infrastructure. 35.4 60% Design Phase • Review Preliminary design review comments from County Utilities Department. A-41 Packet Page -592- _ k 5/27/2014 16.A.17. • Review 60% plans with respect to existing utility infrastructure. Review for potential conflicts and determine needs for additional SUE and survey. • Provide additional SUE and Survey as needed. • Receive and review revised plans with additional SUE and Survey. • Prepare conflict matrix and develop conflict abatement recommendations. • Provide recommendations to COUNTY Project Manager and County Utilities Department. • Attend Utility Design review meeting with County Utilities Department and COUNTY Project Manager. • Upon concurrence of utility relocation requirements, develop 60% County Utilities Department Utility relocation documents. • Develop mark-ups for relocation as required by Utility coordination procedures. • Develop 60% Plan Set (see 35.2). • Develop Engineers Statement of Probable Cost for each relocated utility. • Develop Technical Specifications for each utility. • Design calculations for each utility. • Draft Construction Sequencing report for each utility. • Submit County Utilities Department utility relocation documents to County Utilities Department via COUNTY Project Manager for review and comment. 35.5 100% Design Phase • Review 60% utility relocation design review comments from County Utilities Department. • Review 100% roadway and structural design plans with respect to existing and proposed utility infrastructure. Review for additional potential conflicts. • Update conflict matrix and conflict abatement recommendations • Provide recommendations to COUNTY Project Manager and County Utilities Department. • Attend Utility Design review meeting with County Utilities Department and Project Manager • Upon concurrence of utility relocation requirements, develop 100% Utility relocation documents • Develop Mark-ups for relocation as required by Utility coordination procedures. • Develop 100% Plan Set (see 35.2). • Update Engineers Statement of Probable Cost for each relocated utility. • Update Technical Specifications for each utility. • Design calculations for each utility. • Update Construction Sequencing report for each utility. • Maintenance of Service Plan. • Prepare all drawings and permit applications for Wetland crossings from FDEP/SFWMD/USACOE (contingent on pre-application meetings and correspondence). A-42 �, � Packet Page -593- � '� 5/27/2014 16.A.17. • Submit relocation documents to County Utilities Department via COUNTY Project Manager for review and comment. 35.6 Final Design Phase • Review 100% utility relocation design review comments from County Utilities Department. • Review Final roadway and structural design plans with respect to existing and proposed utility infrastructure. Review for additional potential conflicts. • Attend Final Utility Design review meeting with County Utilities Department and COUNTY Project Manager. • Upon concurrence of utility relocation requirements, develop Final Utility relocation documents. • Develop final Mark-ups for relocation as required by Utility coordination procedures. • Develop Final Utility Relocations Plan Set (see 35.2). • Update Engineers Statement of Probable Cost for each relocated utility. • Update Technical Specifications for each utility. • Design calculations for each utility. • Final Construction Sequencing report for each utility. • Maintenance of Service Plan. • Bid forms and contract pay items descriptions. • Address all Requests for Additional Information from wetland crossing permit agencies. • Prepare and submit all permit drawings and applications for w/ww/rc relocations to FDEP, Health Department, and/or other regulatory agencies. • Prepare and submit all Right of Way use permits from State and local permit agencies. • Submit utility relocation documents to County Utilities Department via COUNTY Project Manager for review and comment. 35.7 Bidding Phase • Pre bid meeting • Address addendum • Evaluate bids and bidders • Recommend bid 35.8 Pre-construction Phase • Pre-construction meeting • Shop drawing review • Construction schedule review A-43 - Packet Page -594- 5/27/2014 16.A.17. 35.9 Construction Phase • Construction inspection (performed by COUNTY) • Testing observation and evaluation • Clearance reporting and certifications • Record SUE and survey information (provided by Contractor) of final utility disposition • Review contractor pay applications 35.10 As-built, record drawings, and project closeout phase • Develop as-built and record drawings plan set (redline) based on as-built survey and markups provided by the Contractor during and after construction • Develop and conform plan set • Provide final certifications to all agencies • Provide electronic copies of all file information to County Utilities Department and COUNTY Project Manager 35.11 Meeting attendance • 30%, 60%, 100%, and Final utility coordination meeting • 30%, 60%, 100%, and Final design meeting • Pre-bid meeting • Preconstruction meeting • Construction meeting attendance at times of testing observations only 36 PROJECT REQUIREMENTS 36.1 Liaison Office The COUNTY and the CONSULTANT will designate a Liaison Office and a Project Manager who shall be the representative of their respective organizations for the Project. While it is expected the CONSULTANT shall seek and receive advice from various state, regional, and local agencies, the final direction on all matters of this project remain with the COUNTY's Design Project Manager. 36.2 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. 36.3 Progress Reporting The CONSULTANT shall meet with the COUNTY as required and shall provide a written progress and schedule status reports that describe the work performed on each task. Progress and schedule status reports shall be delivered to the COUNTY concurrently with the monthly invoice. The Design Project Manager will make judgment on whether work of sufficient quality A44 -) Packet Page -595- 5/27/2014 16.A.17. and quantity has been accomplished by comparing the reported percent complete against actual work accomplished. 36.4 Correspondence Copies of all written correspondence between the CONSULTANT and any party pertaining specifically to this contract shall be provided to the COUNTY for their records within one (1) week of the receipt or mailing of said correspondence. 36.5 Professional Endorsement The CONSULTANT shall have a Registered Professional Engineer in the State of Florida sign and seal all reports, documents, and plans as required by FDOT standards. 36.6 Computer Automation The project will be developed utilizing Computer Aided Drafting and Design (CADD) systems. The FDOT makes available software to help assure quality and conformance with policy and procedures regarding CADD. It is the responsibility of the CONSULTANT to meet the requirements in the FDOT's CADD Manual. The CONSULTANT will submit final documents and files as described therein or as amended by this Scope of Services. The Engineer of Record must certify that the electronic plans and documents for the project meet the requirements of the FDOT's CADD Manual. 36.7 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. 36.8 Post Design Services Post design services shall be provided on a time and materials basis and may include plans revisions, participation in construction meetings, construction assistance by means of responding to Requests for Information, Requests for Design Modifications, review of shop drawings, coordination with adjacent developments, SFWMD certifications, Final Bridge Load Ratings, providing CADD files to the Contractor for use in developing Final Roadway and Bridge "As-Built" drawings, and other Services as required. Post Design services shall also include "drop-in" inspections at the casting yard(s) in order to provide written certifications that the mix designs, quality control plan, test reports, and precast yard is compliant with all COUNTY specifications. 37 INVOICING LIMITS Payment for the work accomplished will be in accordance with Schedule B Basis of Compensation of this contract. Invoices shall be submitted in a format prescribed by the COUNTY. The COUNTY Project Manager and the CONSULTANT shall monitor the cumulative invoiced billings to insure the reasonableness of the billings compared to the project schedule and the work accomplished and accepted by the COUNTY. The CONSULTANT will provide a list of key events and the associated total percentage of work considered to be complete at each event. This list will be used to control invoicing. Payments will not be made that exceed the percentage of work for any event until those events have actually occurred and the results are acceptable to the COUNTY. A-45 Packet Page -596- 5/27/2014 16.A.17. SCHEDULE B BASIS OF COMPENSATION LUMP SUM AND TIME AND MATERIAL 1. MONTHLY STATUS REPORTS B.1.1 As a condition precedent to payment, CONSULTANT shall submit to OWNER as part of its monthly invoice a progress report reflecting the Project design and construction status, in terms of the total work effort estimated to be required for the completion of the Basic Services and any then-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. B1.1.1 All monthly status reports and invoices shall be mailed to the attention of Anthony Stotts, PE, Senior Project Manager, Transportation Engineering, 2885 South Horseshoe Drive, Naples, FL 34104, telephone: (239) 252-5835. 2. COMPENSATION TO CONSULTANT B.2.1. For the Basic Services provided for in this Agreement, OWNER agrees to make the lump sum and time and material payments to CONSULTANT in accordance with the terms stated below and Attachment 2 to this Schedule B. 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 all services associated with any such line item have been completed to OWNER'S reasonable satisfaction. ITEM # DESCRIPTION FEE 1 PAYMENT SCHEDULE Items 1 — 5 Lump Sum LUMP SUM 1. 30% Submittal $243,669.68 Monthly Upon Percent Complete of Task 2. 60% Submittal $113,325.95 Monthly Upon Percent Complete of Task 3. 90% Submittal $66,729.61 Monthly Upon Percent Complete of Task 4. 100% Submittal $22,887.27 Monthly Upon Percent Complete of Task Final Submittal $9,808.83 Monthly Upon Percent Complete of Task Items 1-5 Lump Sum Total $456,421.34 Items 6— 14 Time and Material NOT TO EXCEED 6. Post Design Services $61,869.00 Time and Material - Not to Exceed 7. Allowance - Utility Coordination $23,187.87 Time and Material - Not to Exceed (OMNI) 8. Allowance - Subsurface Utility $25,066.10 Time and Material - Not to Exceed Engineering (OMNI) 9. Allowance - Cultural Resource $8,938.35 Time and Material - Not to Exceed Assessment Survey (ACI) 10. Allowance - Public Involvement $16,230.00 Time and Material - Not to Exceed - 11. Allowance - Phased Construction $28,275.00 Time and Material - Not to Exceed - Design & MOT B-1 ■ Packet Page-597- 5/27/2014 16.A.17. 12. Allowance - Utility Relocation $25,887.00 Time and Material - Not to Exceed - Design 13. Allowance - Utility Relocation $18,395.63 Time and Material - Not to Exceed - SUE (OMNI) 14. Allowance - Pedestrian Bridge $10,000.00 Time and Material - Not to Exceed - Analysis � I Items 6-14 Time and Material $ 217,848.95 NOT TO EXCEED Total GRAND TOTAL ITEMS 1-14 $ 674,270.29 B.2.2. The fees noted in Section 2.1. shall constitute the lump sum amount of Four Hundred Fifty-Six Thousand Four-Hundred Twenty-One Dollars and Thirty-Four Cents ($456,421.34) and Post Design Services and Allowances on a Time and Material Basis Not to Exceed Two-Hundred Seventeen Thousand Eight-Hundred Forty-Eight Dollars and Ninety-Five Cents ($217,848.95) to be paid to CONSULTANT for the performance of the Basic Services. B.2.3. For Additional Services provided pursuant to Article 2 of the Agreement, if any, OWNER 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 OWNER'S prior written approval. B.2.4. The compensation provided for under Sections 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.2.5. Notwithstanding anything in the Agreement to the contrary, CONSULTANT acknowledges and agrees that in the event of a dispute concerning payments for Services performed under this Agreement, CONSULTANT shall continue to perform the Services required of it under this Agreement, as directed by OWNER, pending resolution of the dispute provided that OWNER continues to pay to CONSULTANT all amounts that OWNER does not dispute are due and payable. 3. SCHEDULE OF PAYMENTS: B.3.1. CONSULTANT shall submit, with each of the monthly status reports provided for under Section 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. 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 Owner. Additionally, the number of the purchase order granting approval for such services shall appear on all invoices. B-2 ) Packet Page -598- , 5/27/2014 16.A.17. B.3.1.1 Payments will be made for services furnished, delivered, and accepted, upon receipt and approval of invoices submitted on the date of services or within six (6) months after completion of contract. Any untimely submission of invoices beyond the specified deadline period is subject to non-payment under the legal doctrine of "laches" as untimely submitted. Time shall be deemed of the essence with respect to the timely submission of invoices under this agreement. B.3.2. Invoices not properly prepared (mathematical errors, billing not reflecting actual work done, no signature, etc.) shall be returned to CONSULTANT for correction. Invoices shall be submitted on CONSULTANT'S letterhead and must include the Purchase Order Number and Project name and shall not be submitted more than one time monthly. B.3.3. Payments for Additional Services of CONSULTANT as defined in Article 2 hereinabove and for reimbursable expenses will be made monthly upon presentation of a detailed invoice with supporting documentation. B.3.4. Unless specific rates have been established in Attachment 1, attached to this Schedule B, CONSULTANT agrees that, with respect to any subconsultant or subcontractor to be utilized by CONSULTANT for Additional Services, CONSULTANT shall be limited to a maximum markup of 5% on the fees and expenses associated with such subconsultants and subcontractors. B.3.4.1. Reimbursable Expenses associated with Additional Services must comply with Section 112.061, Fla. Stat., or as set forth in the Agreement, be charged without mark-up by the CONSULTANT, and shall consist only of the following items: B.3.4.1.1. Cost for reproducing documents that exceed the number of documents described in this Agreement and postage and handling of Drawings and Specifications. B.3.4.1.2. Travel expenses reasonably and necessarily incurred with respect to Project related trips, to the extent such trips are approved by OWNER. Such expenses, if approved by OWNER, may include coach airfare, standard accommodations and meals, all in accordance with section 112.061, F.S. Further, such expenses, if approved by OWNER, may include mileage for trips that are fromito destinations outside of Collier or Lee Counties. Such trips within Collier and Lee Counties are expressly excluded. B.3.4.1.3. Permit Fees required by the Project. B.3.4.1.4. Expense of overtime work requiring higher than regular rates approved in advance and in writing by OWNER. 8.3.4.1.5. Expense of models for the County's use. B.3.4.1.6. Other items on request and approved in writing by the OWNER. B.3.4.2. Should a conflict exist between the dollar amounts set forth in Section 112.061, F.S., and the Agreement, the terms of the Agreement shall prevail. B-3 Packet Page -599- ® 5/27/2014 16.A.17. ATTACHMENT 1 TO SCHEDULE B PROFESSIONAL FEE SCHEDULE Title Hourly Rate Project Manager $ 173.00 Deputy Project Manager $ 148.00 Chief Engineer $ 203.00 Senior Engineer $ 176.00 Project Engineer $ 143.00 Engineer $ 128.00 Senior Designer $ 131.00 Designer $ 106.00 Senior CADD Technician $ 90.00 CADD Technician $ 80.00 Chief Environmental Scientist $ 166.00 Senior Environmental Scientist $ 111.00 Environmental Specialist $ 104.00 Senior GIS Specialist $ 132.00 GIS Specialist $ 81.00 Administrative Support/Clerical $ 67.00 SUBCONSULTANTS: ARDAMAN & ASSOCIATES, INC.- LUMP SUM SERVICE Geotechnical Engineering & Testing $16,534.50 RWA CONSULTING, INC.- LUMP SUM SERVICE Surveying & Mapping $57,031.60 INTERA, INC.- LUMP SUM SERVICE Bridge Hydraulics Report $12,175.97 B-4 Packet Page -600- 5/27/2014 16.A.17. OMNI COMMUNICATIONS, LLC-TIME & MATERIAL SERVICE- Utility Coordination & SUE Hourly/Daily Rate-Not to Exceed Designating $1,653.04 (daily) Locating $1,852.96 (daily) Sr. Utility Coordinator $107.95 (hourly) CADD Technician $83.24 (hourly) Secretary $61.07 (hourly) $48,253.97 Base Fee Total — Not to Exceed Plus - $18,395.63 1 [optional allowance) ARCHAEOLOGICAL CONSULTANTS, INC.-TIME & MATERIAL Title Hourly Rate Project Manager $164.89 Principal Investigator $164.89 Architectural Historian $59.96 Project Archaeologist $77.94 GIS/Design Technician $57.53 Technician $48.15 Secretary/Clerical $54.71 Total — Not to Exceed $8,938.35 B-5 Packet Page -601- 5/27/2014 16.A.17. ATTACHMENT 2 TO SCHEDULE B BASIS OF COMPENSATION 1. 30% SUBMITTAL Project General Tasks: Public Involvement, Contract Maintenance, Project Management, Coordination Roadway Analysis Roadway Plans Drainage Analysis Utility Adjustment & Relocation Plans Permitting Structures — Miscellaneous Tasks, Structures — Bridge Development Report Survey Geotechnical 30% Phase — Lump Sum $243,669.68 2. 60% SUBMITTAL Project General Tasks: Public Involvement, Contract Maintenance, Project Management, Coordination Roadway Analysis Roadway Plans Drainage Analysis Utility Adjustment & Relocation Plans Permitting Structures — Progress Plans Signing & Marking Analysis Signing & Marking Plans Traffic Control Plans Survey and Mapping Geotechnical 60% Phase — Lump Sum $113,325.95 3. 90% SUBMITTAL Project General Tasks: Public Involvement, Contract Maintenance, Project Management, Coordination Roadway Analysis Roadway Plans Drainage Analysis Utility Adjustment & Relocation Plans Permitting Structures — Bridge Plans Signing & Marking Analysis Signing & Marking Plans Traffic Control Plans B-6 Packet Page -602- �� 5/27/2014 16.A.17. Specifications 90% Phase — Lump Sum $66,729.61 4. 100% SUBMITTAL Project General Tasks: Public Involvement, Contract Maintenance, Project Management, Coordination Roadway Plans Utility Adjustment & Relocation Plans Permitting Structures Plans Signing & Marking Plans Traffic Control Plans Specifications 100% Phase — Lump Sum $22,887.27 5. FINAL SUBMITTAL Project General Tasks: Public Involvement, Specifications, Contract Maintenance, Project Management, Coordination Roadway Plans Utility Adjustment & Relocation Plans Structures Plans Signing & Marking Plans Traffic Control Plans Specifications 100% Phase — Lump Sum $9,808.83 6. POST DESIGN SERVICES Participate in Pre-Bid Meeting Respond to Bidder Inquiries Participate in Construction Meetings Participate in Field Reviews Respond to Requests for Information (RFI) Review Shop Drawings Coordinate with adjacent Development Revise plan drawings SFWMD Certification Review As-builts Certifications Time and Materials — Not to Exceed $61,869.00 7. ALLOWANCE - UTILITY COORDINATION (OMNI) Data Collection & Utility Coordination Time and Materials — Not to Exceed $23,187.87 8. ALLOWANCE - SUBSURFACE UTILITY ENGINEERING (SUE) (OMNI) SUE Field & Office Work Time and Materials — Not to Exceed $25,066.10 B-7 Packet Page -603- 5/27/2014 16.A.17. 9. ALLOWANCE - CULTURAL RESOURCE ASSESSMENT SURVEY (ACI) Historical & Archaeological Data Collection Report Time and Materials — Not to Exceed $8,938.35 10.ALLOWANCE - PUBLIC INVOLVEMENT Additional Public Involvement Time and Materials — Not to Exceed $16,230.00 11.ALLOWANCE - PHASED CONSTRUCTION DESIGN & MOT Roadway Analysis Roadway Plans Drainage Analysis Structures — Progress Plans Traffic Control Plans Time and Materials — Not to Exceed $28,275.00 12.ALLOWANCE - UTILITY RELOCATION DESIGN Utility Adjustment & Relocation Plans Time and Materials — Not to Exceed $25,887.00 13.ALLOWANCE - UTILITY RELOCATION SUE (OMNI) Additional SUE Field & Office Work Time and Materials — Not to Exceed $18,395.63 14.ALLOWANCE - PEDESTRIAN BRIDGE ANALYSIS Evaluate Existing Pedestrian Bridge for Salvage/Demolition/Relocation Time and Materials — Not to Exceed $10,000.00 TOTAL COST— NOT TO EXCEED $674,270.29 END OF SCHEDULE B B-8 Packet Page -604- 5/27/2014 16.A.17. SCHEDULE C PROJECT MILESTONE SCHEDULE Schedule is based on the number of calendar days from issuance of Notice to Proceed. PHASE CUMULATIVE DURATION DURATION* 1. 30% SUBMITTAL 162 162 2. 60% SUBMITTAL 72 234 3. 90% SUBMITTAL 57 291 4. 100% SUBMITTAL 44 335 5. FINAL SUBMITTAL 20 355 6. POST DESIGN SERVICES TBD TBD * Includes 21 day phase submittal review time. END OF SCHEDULE C c � ,J Packet Page -605- 5/27/2014 16.A.17. SCHEDULE D INSURANCE COVERAGE (1) The amounts and types of insurance coverage shall conform to the following minimum requirements with the use of Insurance Services Office (ISO) forms and endorsements or their equivalents. If CONSULTANT has any self-insured retentions or deductibles under any of the below listed minimum required coverages, CONSULTANT must identify on the Certificate of Insurance the nature and amount of such self-insured retentions or deductibles and provide satisfactory evidence of financial responsibility for such obligations. All self-insured retentions or deductibles will be CONSULTANT'S sole responsibility. (2) The insurance required by this Agreement shall be written for not less than the limits specified herein or required by law, whichever is greater. (3) Coverages shall be maintained without interruption from the date of commencement of the services until the date of completion and acceptance of the Project by the OWNER or as specified in this Agreement, whichever is longer. (4) Certificates of insurance (3 copies) acceptable to the OWNER shall be filed with the OWNER 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 polices required shall be provided to OWNER, on a timely basis, if requested by OWNER. 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 OWNER. CONSULTANT shall also notify OWNER, in a like manner, within twenty-four (24) hours after receipt, of any notices of expiration, cancellation, non-renewal or material change in coverages or limits received by CONSULTANT from its insurer, and nothing contained herein shall relieve CONSULTANT of this requirement to provide notice. In the event of a reduction in the aggregate limit of any policy to be provided by CONSULTANT hereunder, CONSULTANT Packet Page -606- 5/27/2014 16.A.17. 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 OWNER applicable to this Project. (6) The acceptance by OWNER of any Certificate of Insurance does not constitute approval or agreement by the OWNER 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 OWNER. (8) Should at any time the CONSULTANT not maintain the insurance coverages required herein, the OWNER 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 OWNER for such costs within thirty (30) days after demand, OWNER has the right to offset these costs from any amount due CONSULTANT under this Agreement or any other agreement between OWNER and CONSULTANT. The OWNER shall be under no obligation to purchase such insurance, nor shall it be responsible for the coverages purchased or the insurance company or companies used. The decision of the OWNER 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 OWNER, in triplicate, renewal or replacement Certificate(s) D-2 Packet Page -607- � � 5/27/2014 16.A.17. of Insurance not later than three (3) business days after the renewal of the policy(ies). Failure of the Contractor to provide the OWNER with such renewal certificate(s) shall be deemed a material breach by CONSULTANT and OWNER may terminate the Agreement for cause. WORKERS' COMPENSATION AND EMPLOYERS' LIABILITY Required by this Agreement? X Yes No (1) 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 (check one, if applicable) $100,000 Each Accident $500,000 Disease Aggregate $100,000 Disease Each Employee X $1,000,000 Each Accident $1,000,000 Disease Aggregate $1,000,000 Disease Each Employee (2) The insurance company shall waive all claims rights against the OWNER and the policy shall be so endorsed. (3) United States Longshoreman's and Harborworker's Act coverage shall be maintained where applicable to the completion of the work. X Applicable Not Applicable D-3 Packet Page -608- 5/27/2014 16.A.17. (4) Maritime Coverage (Jones Act) shall be maintained where applicable to the completion of the work. Applicable X Not Applicable COMMERCIAL GENERAL LIABILITY Required by this Agreement? X Yes No (1) 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 OWNER of the work under this Agreement. Limits of Liability shall not be less than the following: General Aggregate $300,000 Products/Completed Operations Aggregate $300,000 Personal and Advertising Injury $300,000 Each Occurrence $300,000 Fire Damage $ 50,000 General Aggregate $500,000 Products/Completed Operations Aggregate $500,000 Personal and Advertising Injury $500,000 Each Occurrence $500,000 Fire Damage $ 50,000 X General Aggregate $2,000,000 Products/Completed Operations Aggregate $2,000,000 Personal and Advertising Injury $2,000,000 Each Occurrence $2,000,000 Fire Damage $ 50,000 D-4 Packet Page -609- �_ 5/27/2014 16.A.17. (2) 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 V V V I I lA V�V�.r�.s provided under the following: Commercial General Liability Coverage Part. The General Aggregate Limit under LIMITS OF INSURANCE applies separately to each of your projects away from premises owned by or rented to you." Applicable deductibles or self-insured retentions shall be the sole responsibility of CONSULTANT. Deductibles or self-insured retentions carried by the CONSULTANT shall be subject to the approval of the Risk Management Director or his/her designee. (3) The OWNER, Collier County Government, shall be named as an Additional Insured and the policy shall be endorsed that such coverage shall be primary to any similar coverage carried by the OWNER. (4) Coverage shall be included for explosion, collapse or underground property damage claims. (5) Watercraft Liability coverage shall be carried by the CONSULTANT or the SUBCONSULTANT in limits of not less than the Commercial General Liability limit shown in subparagraph (1) above if applicable to the completion of the Services under this Agreement. Applicable x Not Applicable (7) Aircraft Liability coverage shall be carried by the CONSULTANT or the SUBCONSULTANT in limits of not less than $5,000,000 each occurrence if applicable to the completion of the Services under this Agreement. Applicable x Not Applicable AUTOMOBILE LIABILITY INSURANCE Required by this Agreement? X Yes No D-5 Packet Page -610- 5/27/2014 16.A.17. (1) Automobile Liability Insurance shall be maintained by the CONSULTANT for the ownership, maintenance or use of any owned, non-owned or hired vehicle with limits of not less than: Bodily injury & Property Damage - $ 500,000 x Bodily Injury & Property Damage - $1,000,000 UMBRELLA LIABILITY (1) 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. (2) 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. PROFESSIONAL LIABILITY INSURANCE Required by this Agreement? X Yes No (1) Professional Liability Insurance shall be maintained by the CONSULTANT to insure its legal liability for claims arising out of the performance of professional services under this Agreement. CONSULTANT waives its right of recover against OWNER as to any claims under this insurance. Such insurance shall have limits of not less than: $ 500,000 each claim and in the aggregate $1,000,000 each claim and in the aggregate X $2,000,000 each claim and in the aggregate Packet Page -611- 5/27/2014 16.A.17. $5,000,000 each claim and in the aggregate (2) Any deductible applicable to any claim shall be the sole responsibility of the CONSULTANT. Deductible amounts are subject to the approval of the OWNER. (3) 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 OWNER. (4) The policy retroactive date will always be prior to the date services were first performed by CONSULTANT or OWNER, 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 Insurance providing for an unqualified written notice to OWNER of any cancellation of coverage or reduction in limits, other than the application of the aggregate limits provision. In addition, CONSULTANT shall also notify OWNER 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 OWNER. VALUABLE PAPERS INSURANCE (1) 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. PROJECT PROFESSIONAL LIABILITY (1) If OWNER notifies CONSULTANT that a project professional liability policy will be purchased, then CONSULTANT agrees to use its best efforts in cooperation with OWNER and D-7 r Packet Page-612- %/ 5/27/2014 16.A.17. OWNER'S insurance representative, to pursue the maximum credit available from the reduction th. premium of CONSULTANT'S professional professional liability carrier for a reuuc;uvn in the pre.������� of liability policy. If no credit is available from CONSULTANT'S current professional policy underwriter, then CONSULTANT agrees to pursue the maximum credit available on the next renewal policy, if a renewal occurs during the term of the project policy (and on any subsequent professional liability policies that renew during the term of the project policy). CONSULTANT agrees that any such credit will fully accrue to OWNER. Should no credit accrue to OWNER, OWNER and CONSULTANT, agree to negotiate in good faith a credit on behalf of OWNER 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. (2) CONSULTANT agrees to provide the following information when requested by OWNER or OWNER'S Project Manager: a. The date the professional liability insurance renews. b. Current policy limits. c. Current deductibles/self-insured retention. d. Current underwriter. e. Amount (in both dollars and percent) the underwriter will give as a credit if the policy is replaced by an individual project policy. f. Cost of professional insurance as a percent of revenue. g. Affirmation that the design firm will complete a timely project errors and omissions application. (3) if OWNER elects to purchase a project professional liability policy, CONSULTANT to be insured will be notified and OWNER will provide professional liability insurance, naming CONSULTANT and its professional subconsultants as named insureds. END OF SCHEDULE D D-8 Packet Page -613- 5/27/2014 16.A.17. SCHEDULE E TRUTH IN NEGOTIATION CERTIFICATE In compliance with the Consultants' Competitive Negotiation Act, Section 287.055, Florida Statutes, Kisinger Campo & Associates, Corp. hereby certifies that wages, rates and other factual unit costs supporting the compensation for the services of the CONSULTANT to be provided under the Professional Services Agreement, concerning Design Services for Vanderbilt Drive Bridge Replacements are accurate, complete and current as of the time of contracting. Kisinger Campo & Associates, Corp. BY: TITLE: DATE: E-1 ( Packet Page -614- t_ �� 5/27/2014 16.A.17. SCHEDULE F KEY PERSONNEL, SUBCONSULTANTS AND SUBCONTRACTORS Name Personnel Category % of Time, Julian Gutierrez, PE Project Manager/Senior Engineer 50% Chris Meares, PE Deputy Project Manager/Senior Engineer 60% Thomas Shaw, PE Chief Engineer 5% Reed Thursby, PE Chief Engineer 5% Richard Harrison, PE Chief Engineer 2% Julian Parsons, PE Chief Engineer 5% Ali Tayebnejad, PE Chief Engineer 5% Douglas Stoker, PE Chief Engineer 7% Mike McCall, PE Chief Engineer 5% Darren Brandes, PE Senior Engineer 10% Tara Spieler, PE Senior Engineer 30% David Thompson, PE Senior Engineer 5% Guillermo Madriz, PE Senior Engineer 5% Tom Fulton, PE Senior Engineer 2% Paul Staes Senior Engineer 2% Fathy Abdalla, PE, PTOE Project Engineer 10% ( John Burton, PE, PTOE Project Engineer 5% E Erin Lawson, PE Project Engineer 15% Todd Gardina, PE Project Engineer 5% Samuel Cullum, PE Project Engineer 10% Jason LaBarbera, PE Project Engineer 10% Kipling Laskaris, PE Project Engineer 20% Patrick Mulhearn, PE Project Engineer 20% Michael Campo, PE Project Engineer 5% Curtis Sprunger, PE Project Engineer 15% F-I Packet Page -615- 5/27/2014 16.A.17. Deborah Hernandez-Cedeno, PE Engineer 30% Kenneth Yinger, PE Engineer 10% Carlos Layrisse, PE Engineer 20% Megan Miller, PE Engineer 60% Thomas Presby Senior Designer 5% Tony Filippello Designer 20% Maria Reyes Designer 15% Branan Anderson Designer 5% Rachel Moyers Designer 20% Brett French Designer 15% Sarah Futral Designer 50% Tricia Caldwell Designer 50% Tanya Childress Senior CADD Technician 20% Donna Trew Senior CADD Technician 15% Josh Hanna Senior CADD Technician 40% Ian Harrison CADD Technician 10% Ramin Eskandari CADD Technician 10% Robert Whitman Chief Environmental Scientist 10% Mark Easley Senior Environmental Scientist 20% Crystal Clark Environmental Specialist 30% Sarah Johnson Environmental Specialist 10% Abraham Senerchia Senior GIS Specialist 5% Dana Whitlock Administrative Support 5% SUBCONSULTANTS Ardaman & Associates, Inc. 10% Omni Communications, LLC 10% RWA Consulting, Inc. 40% Archaeological Consultants, Inc. 5% INTERA, Inc. 5% F-2 Packet Page -616- 5/27/2014 16.A.17. REQUEST ppF OR PROPOSALS In accordance with Florida Statute 287.055, Consultants' Competitive Negotiation Act. Administrative Services Division rurzhasing COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS CCNA Solicitation RFP 13-6085 Design and Related Services for Vanderbilt Drive Bridge Replacements Brenda Brilhart, Procurement Strategist (239) 252-8446 (Telephone) (239) 252-6697 (Fax) BrendaBrilhart @colliergov.net(Email) This proposal solicitation document is prepared in a Microsoft Word format. Any alterations to this document made by the Consultant may be grounds for rejection of proposal, cancellation of any subsequent award, or any other legal remedies available to the Collier County Government. RFP 13-6085 Design Vanderbilt Dr Bridge Replacemm Packet Page -617- 5/27/2014 16.A.17. Table of Contents LEGAL NOTICE 3 EXHIBIT I: SCOPE OF WORK, SPECIFICATIONS AND RESPONSE FORMAT 4 EXHIBIT II: GENERAL RFP INSTRUCTIONS 10 EXHIBIT III: COLLIER COUNTY PURCHASE ORDER TERMS AND CONDITIONS 13 EXHIBIT IV: ADDITIONAL TERMS AND CONDITIONS FOR RFP 16 ATTACHMENT 1: CONSULTANT'S NON-RESPONSE STATEMENT 23 ATTACHMENT 2: CONSULTANT CHECK LIST 24 ATTACHMENT 3: CONFLICT OF INTEREST AFFIDAVIT 25 ATTACHMENT 4: CONSULTANT DECLARATION STATEMENT 26 ATTACHMENT 5: IMMIGRATION AFFIDAVIT CERTIFICATION 28 ATTACHMENT 6: CONSULTANT SUBSTITUTE W—9 29 ATTACHMENT 7: INSURANCE AND BONDING REQUIREMENTS 30 ATTACHMENT 8: REFERENCE QUESTIONNAIRE 32 EXHIBIT A— SCOPE OF SERVICES (Provided in Separate File and downloadable at: http://bid.colliergov.net/bid/) 13-6085 Vanderbilt Dr Bridge Replacements 2 Packet Page -618- 5/27/2014 16.A.17. l er .>hrty' Administraatve Sery oes Division Purchasing Legal Notice Pursuant to approval by the County Manager, Sealed Proposals to provide Design and Related Services for Vanderbilt Drive Bridge Replacements will be received until 3:00 PM, Naples local time, for Step One on April 17, 2013 and until 3:00 PM, Step Two on May 17, 2013 at the Collier County Government, Purchasing Department, 3327 Tamiami Trail E, Naples, FL 34112. CCNA Solicitation RFP 13-6085 Design and Related Services for Vanderbilt Drive Bridge Replacements Services to be provided may include, but not be limited to the following: The principle intent of this project is to replace the existing two functionally obsolete bridges located on Vanderbilt Drive in Collier County, Florida and resurface/reconstruct the road between the two bridges starting at the south end of the FDOT Cocohatchee River Bridge (Bridge #034176) going south to approximately 300 feet south of Bridge #030178. A non-mandatory pre-proposal conference will be held on April 8, 2017, commencing promptly at 11:00 AM., and will be held in the Collier County Government, Purchasing Department, 3327 Tamiami Trail E, Naples, FL 34112 If this pre-proposal conference is denoted at "mandatory", prospective proposers must be present in order to submit a proposal response. All statements should be made upon the official proposal form which must be obtained only on the Collier County Purchasing Department Online Bidding System website: www.colliergov.net/bid. Collier County does not discriminate based on age, race, color, sex, religion, national origin, disability or marital status. BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA, BY: /S/ Joanne Markiewicz Interim Purchasing & General Services Director This Public Notice was posted on the Collier County Purchasing Department website: www.colliergov.net/purchasing and in the Lobby of Purchasing Building "G", Collier County Government Center on March 28, 2013. 13-6085 Vanderbilt Dr Bridge Replacements 3 Packet Page -619- 5/27/2014 16.A.17. Exhibit I: Scope of Work, Specifications and Response Format As requested by the Collier County Transportation Engineering Department (hereinafter, the "Division or Department"), the Collier County Board of County Commissioners Purchasing Department (hereinafter, "County") has issued this Request for Proposal (hereinafter, "REP") with the intent of obtaining proposals from interested and qualified Consultants in accordance with the terms, conditions and specifications stated or attached. The Consultant, at a minimum, must achieve the requirements of the Specifications or Scope of Work stated. The results of this solicitation may be used by other County departments once awarded according to the Board of County Commissioners Purchasing Policy. Brief Description of Purchase The principle intent of this project is to replace the existing two functionally obsolete bridges located on Vanderbilt Drive in Collier County, Florida and resurface/reconstruct the road between the two bridges starting at the south end of the FDOT Cocohatchee River Bridge (Bridge #034176) going south to approximately 300 feet south of Bridge #030178. The projected construction estimate is $2.225 million dollars. Detailed Scope of Work — See Exhibit A Term of Contract The contract term, if an award(s) is/are made is intended to be for one (1) year with two one (1) year renewals. An extension, if required and agreed upon by both parties, can be for an additional 180 days. Prices shall remain firm for the initial term of this contract. Price adjustments are dependent upon the consumer price index (CPI) over the past twelve (12) months, budget availability and program manager approval. Surcharges will not be accepted in conjunction with this contract, and such charges should be incorporated into the pricing structure. Projected Solicitation Timetable The following projected timetable should be used as a working guide for planning purposes only. The County reserves the right to adjust this timetable as required during the course of the RFP process. Date Event STEP ONE: March, 28 2013 Posting of Request for Letters of Interest April 8, 2013 Pre-Proposal Conference (2:00 p.m.) April 12, 2013 Deadline for submission of written questions prior to submittal April 17, 2013 Letters of Interest due electronically (4:00 pm) Shortlist to four firms or (three depending on the number of proposals received) STEP TWO: May 17, 2013 Technical Proposals due by 3:00 p.m. local time May 30, 2013 Selection Committee Meeting June 10, 2013 Negotiation Meeting June/July 2013 Anticipated Award Date (BCC Meeting) TBD Anticipated Execution Date 13-6085 Vanderbilt Dr Bridge Replacements 4 Packet Page -620- 5/27/2014 16.A.17. Delivery of Proposals All proposals are to be delivered before 3:00 p.m., Naples local time, on or before: • LOI —April 17, 2013 (submitted electronically) • RFP — May 17, 2013 Technical Proposal (for shortlisted firms only) For Step Two: Vendors must submit at least five (5) paper copies with one (1) clearly labeled "Master," and one (1) copy of the proposal submitted on a CD-ROM in PDF or Microsoft Word format is mandatory. List the Proposal Number on the outside of the box or envelope and note "Request for Proposal enclosed." Response Format The Consultant understands and agrees to abide by all of the RFP specifications, provisions, terms and conditions of same, and all ordinances and policies of Collier County. The Consultant further agrees that if the contract is awarded the work will be performed in accordance with the provisions, terms and conditions of the contract. To facilitate the fair evaluation and comparison of proposals, all proposals must conform to the guidelines set forth in this RFP. Any portions of the proposal that do not comply with these guidelines must be so noted and explained in the Acceptance of Conditions section of the proposal. However, any proposal that contains such variances may be considered non-responsive. Proposals should be prepared simply and economically, providing a straightforward concise description of the Consultant's approach and ability to meet the County's needs, as stated in the RFP. All proposals should be presented as described in the RFP in PDF or Microsoft Word format with Tabs clearly marked. If applicable, the utilization of recycled paper for proposal submission is strongly encouraged. The items listed below are to be submitted with each proposal and submitted in the order shown. Each section should be clearly labeled, with pages numbered and separated by tabs. Failure by a Consultant to include all listed items may result in the rejection of its proposal. STEP ONE Letters of Interests cannot exceed Four (4) pages in length and must, at a minimum, should include the following: • Project Name and Solicitation Number • Consultants' name and address • Proposed responsible office for consultant • Contact person, phone number and Internet E-Mail Address. • Project Team Staffing and relevant experience to this type of project for both the prime and any proposed sub-consultant(s) • Experience of proposed staff • Proposed Management structure for project administration. • Proposed Approach to Task Based Project Structure. • Quality Assurance/Quality Control Process/Plan • Attached Exhibits should be limited to a maximum of two (2) 8" x 11" pages (This is separate from the Four (4) page limitation). 13-6085 Vanderbilt Dr Bridge Replacements 5 Packet Page -621- 5/27/2014 16.A.17. LETTER OF INTEREST GRADING CRITERIA POINTS 1. Project Understanding 30 2 Experience of Firm 25 3. Expertise of Designated Staff 25 4. Previous Performance on Similar Job 20 TOTAL POSSIBLE POINTS 100 In a maximum of four (4) pages express your interest in the project, state qualifications to do the work, identify the Consultant Project Manager, the lead roadway and structural design engineer and other specific team members, and recount any information on the project team that may be useful or informative to the County. Specifically the Consultant must demonstrate understanding of regulations concerning bays, coastal wetlands, wildlife habitats and the need for a strategic maintenance of traffic plan for construction of the bridge. The consultant must also demonstrate innovative ideas such as Accelerate Bridge Construction Techniques. Include the mailing and email addresses and the phone number of the primary contact person for this consultant selection process in the letter of interest. STEP TWO (Only the Short listed Firms Resulting From Step One Will Be Invited to Provide Technical Proposals) TECHNICAL PROPOSAL GRADING CRITERIA POINTS 1. Approach to Project 30 2. Schedule and Approach to Quality Control 20 3. Staffing Quantity and Availability 20 4. Staffing Quality (Resumes) 20 5. References 10 TOTAL POSSIBLE POINTS 100 The items listed below shall be the evaluation criteria for the Technical proposals and must be reflected in each proposal and should be submitted in the order shown. Each section should be clearly labeled, with pages numbered and separated by tabs. Failure by a proposer to include all listed items may result in the rejection of its proposal. Tab I: Project Approach. (30 points, 8 pages maximum; note: Only 2 of the 8 pages can be 11 X 17 formats) The proposal will be assessed -1 point for each additional page over the described limit. Provide a cover letter, signed by an authorized officer of the firm, indicating the underlying philosophy of the firm in providing the services stated herein. Include the name(s), telephone number(s), and email(s) of the authorized contact person(s) concerning proposal. Submission of a signed Proposal is Proposer's certification that the Proposer will accept any awards made to him as a result of said submission of the terms contained therein. The Proposer shall include a description of how the design of the project will be approached. The proposal will include options to be considered and the issues to be resolved. The Proposer will present concepts demonstrating their ability to develop cost effective solutions through innovative design while following the recommendations in the bridge type study report by WilsonMiller/Stantec dated February 2013. It will specifically address how the design team will approach permitting and maintenance of traffic during construction. It will demonstrate which type of construction contracting methods can speed up the construction. Tab II: Project Schedule and Quality Control. (20 points, 4 pages maximum; note: Only 1 page of the 4 pages can be 11 X 17 formats) The proposal will be assessed -1 point for each additional page over the described limit. The Proposer shall include a project schedule to demonstrate their ability to deliver this project. The schedule will show the Design Team that is proposed for assignment to this project. It will provide the names of key team members, so that it 13-6085 Vanderbilt Dr Bridge Replacements 6 Packet Page -622- 5/27/2014 16.A.17. ties to the expertise listed under TAB III, and the strength of the Design Team can be analyzed. The schedule will provide for 30%, 60%, 90% and 100% phases. The ERP permit and all required permits must be demonstrated by 100% plan submittal. The schedule will also provide for submittal of final right of way plans with sketch and legal descriptions at the 60% Design Phase. Tab III: Staffing Quantity and Availability. (20 points, 3 pages maximum) The proposal will be assessed -1 point for each additional page over the described limit. The Proposer shall have a minimum of five (5) years acceptable Design experience with projects of similar size and scope. The Proposer shall describe experience, including tasks performed, and furnish at least five (5) similar project references with contacts, title, telephone numbers, email and mailing addresses. The Proposer shall furnish the names of three (3) public entities with whom the Consultant has acceptably contracted for similar work within the past five (5) years. The Proposer shall furnish a list of references, contacts and titles, telephone numbers, name of agency, and mailing addresses. These three (3) references may be included as part of the five (5) references under TAB V. Provide information that documents your firm and subcontractors' qualifications to produce the required outcomes, including its ability, capacity, skill, and financial strength, and number of years of experience in providing the required services. Also describe the various team members' successful experience in working with one another on previous projects. In this tab, include: • The staffing plan showing key elements of the organizational structure and percentages of staff availability for both the Prime Consultant and sub-consultant(s). • In the project references, the assigned consultant project manager's role in at least two of the projects. Office Location and Responsiveness: the office where the assigned project manager will be located. Rating will be based on ease of contract administration and responsiveness both during the projects and after the projects are completed. The proposer with all key personnel located in Collier County will receive more points. Proposers' principal offices and/or key personnel in other areas will receive fewer points. Tab IV: Staffing Quality. (20 points, 5 pages maximum) The proposal will be assessed -1 point for each additional page over the described limit. Provide a narrative describing the role of and introducing key individuals in your firm's organization who will be assigned to the County Project. The Proposer shall demonstrate working relationships among key personnel on the proposed team. Resumes of proposed staff; each resume cannot exceed one (1) page in length. Furthermore, all individuals identified as Key Personnel in the LOI shall remain on the Consultant's Team for the Technical Proposal and for the duration of the procurement process and the contract. If extraordinary circumstances require a personnel change, it must be submitted in writing to the County's Project Manager, who will determine whether to authorize the change. Unauthorized changes to the Consultant's Team at any time during the procurement process may result in elimination of the Consultant's Team from further consideration. The Proposer shall show the capability to provide minimum management personnel as follows: • Project Manager with a minimum of five (5) years experience in Consultant design and at least three (3) of the five shall be related to either major or complex bridge design. • The senior designers shall have a minimum of three (3) years experience in similar project supervision. The Proposer shall show the capability to provide all the necessary equipment and material for project support and execution. Attach resumes of all managers, supervisors, and other contract team 13-6085 Vanderbilt Dr Bridge Replacements 7 Packet Page -623- 5/27/2014 16.A.17. members who will be involved in the management of the total package of services, as well as the delivery of specific services. The same should be done for any sub-consultants. If sub-consultants are being utilized, letters of intent from stated sub-consultants must be included with proposal submission. (Letters of Intent do not count in the total number of pages.) Tab V: References. (10 points) In order for the Consultant to be awarded any points for this tab, the County requests that the Consultant submits five (5) completed reference forms from clients whose projects are of a similar nature to this solicitation as a part of their proposal. The County will only use the methodology calculations for the first five (5) references (only) submitted by the Consultant in their proposal. Prior to the Selection Committee reviewing proposals, the following methodology will be applied to each Consultant's information provided in this area: • The County will total each of the Consultant's five reference questionnaires and create a ranking from highest number of points to lowest number of points. References marked with an N/A (or similar notation will be given the score of zero (0)). Consultants who do not turn in reference forms will be counted as zero (0). • The greatest number of points allowed in this criterion will be awarded to the Consultant who has the highest score. • The next highest Consultant's number of points will be divided by the highest Consultant's points which will then be multiplied by criteria points to determine the Consultant's points awarded. Each subsequent Consultant's point score will be calculated in the same manner. • Points awarded will be extended to a whole number (per Microsoft Excel). For illustrative purposes only, see chart for an example of how these points would be distributed among the five proposers. Consultant Name Consultant Total Points Awarded Reference Score Consultant ABC 445 10 Consultant DEF 425 9 Consultant GHI 388 8 Consultant JKL 365 8 Consultant MNO 325 7 Note:Sample chart reflects a 20 point reference criterion. The points awarded by Consultant will be distributed to the Selection Committee prior to their evaluation of the proposals. The Selection Committee will review the Consultant's proposal to ensure consistency and completion of all tasks in the RFP, and review the Points Awarded per Consultant. The Selection Committee may, at their sole discretion, contact references, and/or modify the reference points assigned after a thorough review of the proposal and prior to final ranking by the final Selection Committee. Tab VI: Required Form Submittals (Acceptance of Conditions) Indicate any exceptions to the general terms and conditions of the LOI, and to insurance requirements or any other requirements listed in the LOI. If no exceptions are indicated in this tabbed section, it will be understood that no exceptions to these documents will be considered after the award, or if applicable, during negotiations. • Proposal Checklist • Conflict of Interest Affidavit • Immigration Affidavit and E-Verify validation 13-6085 Vanderbilt Dr Bridge Replacements 8 Packet Page -624- 5/27/2014 16.A.17. • Declaration Statement • Insurance Requirements Tie Breaker: In the event of a tie, both in individual scoring and in final ranking, the firm with the lowest paid dollars by Collier County to the vendor (as obtained from the County's financial system) within the last five (5) years will receive the higher individual ranking. This information will be based on information provided by the Vendor, subject to verification at the County's option. If there is a multiple firm tie in either individual scoring or final ranking, the firm with the lowest volume of work shall receive the higher ranking, the firm with the next lowest volume of work shall receive the next highest ranking and so on. Site Inspection: If services to be provided involve or are related to a physical site(s), including, but not limited to: design services for construction, physical monitoring, environmental studies, inspections or other similar activities, prior to submission of proposal, proposers shall visit the site(s) to become familiar with local conditions that may in any manner affect performance of the Work. This site visit shall be documented in writing by the proposer; this documentation shall be submitted with the proposal. The proposal will be deemed non-responsive if the site visit documentation is not presented to the County in the proposer's submitted proposal materials. Upon award of the contract, subsequent site visits shall be at intervals appropriate to the stage of the project, as determined by the County project manager. No plea of ignorance of conditions or difficulties that may exist or conditions or difficulties that may be encountered in the execution of the Work pursuant to this Agreement as a result of failure to make the necessary examinations and investigations shall be accepted as an excuse for any failure or omission on the part of the awarded proposer, nor shall they be accepted as a basis for any claims whatsoever for extra compensation or for an extension of time. Tab VII, Acceptance of Conditions Indicate any exceptions to the general terms and conditions of the RFP, and to insurance requirements or any other requirements listed in the RFP. If no exceptions are indicated in this tabbed section, it will be understood that no exceptions to these documents will be considered after the award, or if applicable, during negotiations. Exceptions taken by a Consultant may result in evaluation point deduction(s) and/or exclusion of proposal for Selection Committee consideration, depending on the extent of the exception(s). Such determination shall be at the sole discretion of the County and Selection Committee. Tab VIII, Required Form Submittals • Attachment 2: Consultant Checklist • Attachment Conflict of Interest Affidavit • Attachment 4: Consultant Declaration Form' • Attachment 5: Immigration Affidavit and company's E-Verify profile page and memorandum of understanding • Attachment 6: Consultant Substitute W9 • Attachment 7: Insurance Requirements • Attachment 8: Reference Questionnaire • Other: Required FDOT Pre-qualification Work Class Letter(s) 13-6085 Vanderbilt Dr Bridge Replacements 9 Packet Page -625- 5/27/2014 16.A.17. Exhibit II: General RFP Instructions 1. Questions Direct questions related to this RFP to the Collier County Purchasing Department Online Bidding System website: www.colliergov.net/bid. Consultants must clearly understand that the only official answer or position of the County will be the one stated on the Collier County Purchasing Department Online Bidding System website. For general questions, please call the referenced Procurement Strategist noted on the cover page. 2. Pre-Proposal Conference The purpose of the pre-proposal conference is to allow an open forum for discussion and questioning with County staff regarding the RFP with all prospective Consultants having an equal opportunity to hear and participate. Oral questions will receive oral responses, neither of which will be official, nor become part of the RFP. Only written responses to written questions will be considered official, and will be included as part of the RFP as an addendum. All prospective Consultants are strongly encouraged to attend, as, this will usually be the only pre-proposal conference for this solicitation. If this pre-proposal conference is denoted as "mandatory", prospective Consultants must be present in order to submit a proposal response. 3. Compliance with the RFP Proposals must be in strict compliance with this RFP. Failure to comply with all provisions of the RFP may result in disqualification. 4. Ambiguity, Conflict, or Other Errors in the RFP It is the sole responsibility of the Consultant if the Consultant discovers any ambiguity, conflict, discrepancy, omission or other error in the RFP, to immediately notify the Procurement Strategist, noted herein, of such error in writing and request modification or clarification of the document prior to submitting the proposal. The Procurement Strategist will make modifications by issuing a written revision and will give written notice to all parties who have received this RFP from the Purchasing Department. 5. Proposal, Presentation, and Protest Costs The County will not be liable in any way for any costs incurred by any Consultant in the preparation of its proposal in response to this RFP, nor for the presentation of its proposal and/or participation in any discussions, negotiations, or, if applicable, any protest procedures. 6. Delivery of Proposals • All proposals are to be delivered before 3:00 PM EST, on or before April 17, 2013 for the Step One LOI (submitted electronically) • RFP — All proposals for Step Two are to be delivered before 3:00 PM EST May 17, 2013 Technical Proposal (for shortlisted firms only) to: Collier County Government Purchasing Department 3327 Tamiami Trail E Naples FL 34112 Attn: Brenda Brilhart, Procurement Strategist The County does not bear the responsibility for proposals delivered to the Purchasing Department past the stated date and/or time indicated, or to an incorrect address by Consultant's 13-6085 Vanderbilt Dr Bridge Replacements 10 Packet Page -626- 5/27/2014 16.A.17. personnel or by the Consultant's outside carrier. However, the Purchasing/General Services Director, or designee, reserves the right to accept proposals received after the posted close time under the following conditions: • The tardy submission of the proposal is due to the following circumstances, which may include but not be limited to: late delivery by commercial carrier such as Fed Ex, UPS or courier where delivery was scheduled before the deadline. • The acceptance of said proposal does not afford any competing firm an unfair advantage in the selection process. Consultants must submit one (1) paper copy clearly labeled "Master," and five (5) compact disks (CD's) with a copy of the proposal on each CD in Word, Excel or PDF. List the Solicitation Number and Title on the outside of the box or envelope. 7. Validity of Proposals No proposal can be withdrawn after it is filed unless the Consultant makes their request in writing to the County prior to the time set for the closing of Proposals. All proposals shall be valid for a period of one hundred eighty (180) days from the submission date to accommodate evaluation and selection process. 8. Method of Source Selection The County is using the Competitive Sealed Proposals methodology of source selection for this procurement, as authorized by Ordinance Number 87-25, and Collier County Resolution Number 2006-268 establishing and adopting the Collier County Purchasing Policy. If the County receives proposals from less than three (3) firms, the Purchasing Director shall review all the facts and determine if it is in the best interest of the County to solicit additional proposals or request that the Selection Committee rank order the received proposals. The County may, as it deems necessary, conduct discussions with qualified Consultants determined to be in contention for being selected for award for the purpose of clarification to assure full understanding of, and responsiveness to solicitation requirements. 9. Evaluation of Proposals Collier County will evaluate and select these Services in accordance with Florida Statute 287.055, Consultants' Competitive Negotiation Act. The County's procedure for selecting is as follows: 1. The County Manager or designee shall appoint a Selection Committee to review all proposals submitted. 2. Request for Proposals issued. 3. Subsequent to the closing of proposals, the Procurement Strategist will review the proposals received and verify whether each proposal appears to be minimally responsive to the requirements of the published RFP. 4. Meetings will be open to the public and the Procurement Strategist will publicly post prior notice of such meeting in the lobby of the Purchasing Building at least one (1) day in advance of all such meetings. 5. The committee members will review each Proposal individually and score each proposal based on the evaluation criteria stated herein. 6. Prior to the first meeting of the selection committee, the Procurement Strategist will post a notice announcing the date, time and place of the first committee meeting. Said notice will be posted in the lobby of the Purchasing Building not less than three (3) working days prior to the meeting. The Procurement Strategist will also post prior notice of all subsequent committee meetings and will endeavor to post such notices at least one (1) day in advance of all subsequent meetings. 7. Collier County will consider all the material submitted by the Proposer and other information Collier County may obtain to determine whether the Proposer is capable of and has a history 13-6085 Vanderbilt Dr Bridge Replacements 11 Packet Page -627- 5/27/2014 16.A.17. of successfully completing projects of this type, including, without limitation, additional information Collier County may request, interviews, or oral presentations. 8. The Selection Committee, as approved by the County Manager or designee, will review, evaluate and rank all responsive proposals received from Proposers responding to this RFP. The committee members will score each Proposal in accordance with the rating criteria set forth below and may, at their discretion, schedule presentations from any firms submitting a proposal. Consultant(s) shall have an opportunity to discuss their qualifications, approach to the project and ability to furnish services for the scope of work outlined in this solicitation during the publicly announced Selection Committee Meeting prior to the final ranking. This discussion does not preclude the County from having additional presentations by ranked firms at the County's sole discretion. 9. The Selection Committee will rank qualified firms in order of preference and by consensus using all information presented to the Committee, choose the top ranked firm and will subsequently enter into negotiations with the top ranked firm. Award of the contract is dependent upon the successful and full execution of a mutually agreed contract. 10. Negotiations shall begin with the top-ranked firm(s) in accordance with Florida Statute 287.055. 11. Upon the successful completion of negotiations, contracts will be presented to the Board of County Commissioners for approval. The County reserves the right to withdraw this RFP at any time and for any reason, and to issue such clarifications, modifications, addendums, and/or amendments as it may deem appropriate, including, but not limited, to requesting supplemental proposal information. Receipt of a proposal by the County or a submission of a proposal to the County offers no rights upon the Consultant nor obligates the County in any manner. Acceptance of the proposal does not guarantee issuance of any other governmental approvals. Proposals which include provisions requiring the granting of zoning variances may not be considered. 10. References The County reserves the right to contact any and all references submitted as a result of this solicitation. 11. Tie Breaker: In the event of a tie, both in individual scoring and in final ranking, the firm with the lowest paid dollars by Collier County to the Consultant (as obtained from the County's financial system) within the last five (5) years will receive the higher individual ranking. This information will be based on information provided by the Consultant, subject to verification at the County's option. If there is a multiple firm tie in either individual scoring or final ranking, the firm with the lowest volume of work shall receive the higher ranking, the firm with the next lowest volume of work shall receive the next highest ranking and so on. 12. Acceptance or Rejection of Proposals The right is reserved by the County to waive any irregularities in any proposal, to reject any or all proposals, to re-solicit for proposals, if desired, and upon recommendation and justification by Collier County to accept the proposal which in the judgment of the County is deemed the most advantageous for the public and Collier County. Any proposal which is incomplete, conditional, obscure or which contains irregularities of any kind, may be cause for rejection. In the event of default of the successful Consultant, or their refusal to enter into the Collier County contract, the County reserves the right to accept the proposal of any other Consultant or to re-advertise using the same or revised documentation, at its sole discretion. 13-6085 Vanderbilt Dr Bridge Replacements 12 Packet Page -628- 5/27/2014 16.A.17. Exhibit Ill: Collier County Purchase Order Terms and Conditions 1. Offer no invoices shall be issued nor payments This offer is subject to cancellation by the made prior to delivery. Unless freight and COUNTY without notice if not accepted by other charges are itemized, any discount will VENDOR within fourteen (14) days of issuance. be taken on the full amount of invoice. c) All shipments of goods scheduled on the same 2. Acceptance and Confirmation day via the same route must be consolidated. This Purchase Order (including all documents Each shipping container must be attached to or referenced therein) constitutes consecutively numbered and marked to show the entire agreement between the parties, unless this Purchase Order number. The container otherwise specifically noted by the COUNTY on and Purchase Order numbers must be the face of this Purchase Order. Each delivery of indicated on bill of lading. Packing slips must goods and/or services received by the COUNTY show Purchase Order number and must be from VENDOR shall be deemed to be upon the included on each package of less than terms and conditions contained in this Purchase container load (LCL) shipments and/or with Order. each car load of equipment. The COUNTY reserves the right to refuse or return any No additional terms may be added and Purchase shipment or equipment at VENDOR'S Order may not be changed except by written expense that is not marked with Purchase instrument executed by the COUNTY. VENDOR Order numbers. VENDOR agrees to declare is deemed to be on notice that the COUNTY to the carrier the value of any shipment made objects to any additional or different terms and under this Purchase Order and the full invoice conditions contained in any acknowledgment, value of such shipment. invoice or other communication from VENDOR, d) All invoices must contain the Purchase Order notwithstanding the COUNTY'S acceptance or number and any other specific information as payment for any delivery of goods and/or services, identified on the Purchase Order. Discounts or any similar act by VENDOR. of prompt payment will be computed from the date of receipt of goods or from date of receipt 3. Inspection of invoices, whichever is later. Payment will All goods and/or services delivered hereunder be made upon receipt of a proper invoice and shall be received subject to the COUNTY'S in compliance with Chapter 218, Fla. Stats., inspection and approval and payment therefore otherwise known as the "Local Government shall not constitute acceptance. All payments are Prompt Payment Act," and, pursuant to the subject to adjustment for shortage or rejection. All Board of County Commissioners Purchasing defective or nonconforming goods will be returned Policy. pursuant to VENDOR'S instruction at VENDOR'S expense. 5. Time Is Of the Essence Time for delivery of goods or performance of To the extent that a purchase order requires a services under this Purchase Order is of the series of performances by VENDOR, the essence. Failure of VENDOR to meet delivery COUNTY prospectively reserves the right to schedules or deliver within a reasonable time, as cancel the entire remainder of the Purchase Order interpreted by the COUNTY in its sole judgment, if goods and/or services provided early in the term shall entitle the COUNTY to seek all remedies of the Purchase Order are non-conforming or available to it at law or in equity. VENDOR agrees otherwise rejected by the COUNTY. to reimburse the COUNTY for any expenses 4. Shipping and Invoices incurred in enforcing its rights. VENDOR further a) All goods are FOB destination and must be agrees that undiscovered delivery of suitably packed and prepared to secure the nonconforming goods and/or services is not a lowest transportation rates and to comply with waiver of the COUNTY'S right to insist upon all carrier regulations. Risk of loss of any further compliance with all specifications. goods sold hereunder shall transfer to the COUNTY at the time and place of delivery; 6. Changes provided that risk of loss prior to actual receipt The COUNTY may at any time and by written of the goods by the COUNTY nonetheless notice make changes to drawings and remain with VENDOR. specifications, shipping instructions, quantities and b) No charges will be paid by the COUNTY for delivery schedules within the general scope of this packing, crating or cartage unless otherwise Purchase Order. Should any such change specifically stated in this Purchase Order. increase or decrease the cost of, or the time Unless otherwise provided in Purchase Order, required for performance of the Purchase Order, 13-6085 Vanderbilt Dr Bridge Replacements 13 Packet Page -629- 5/27/2014 16.A.17. an equitable adjustment in the price and/or Order are: a) in compliance with applicable laws; delivery schedule will be negotiated by the b) do not infringe any patent, trademark, copyright COUNTY and VENDOR. Notwithstanding ♦le or trade secret; and c) do not constitute unfair foregoing, VENDOR has an affirmative obligation competition. to give notice if the changes will decrease costs. Any claims for adjustment by VENDOR must be VENDOR shall indemnify and hold harmless the made within thirty (30) days from the date the COUNTY from and against any and all claims, change is ordered or within such additional period including claims of negligence, costs and expense, of time as may be agreed upon by the parties. including but not limited to attorneys' fees, which arise from any claim, suit or proceeding alleging 7. Warranties that the COUNTY'S use of the goods and/or VENDOR expressly warrants that the goods services provided under this Purchase Order are and/or services covered by this Purchase Order inconsistent with VENDOR'S representations and will conform to the specifications, drawings, warranties in section 11 (a). samples or other descriptions furnished or specified by the COUNTY, and will be of If any claim which arises from VENDOR'S breach satisfactory material and quality production, free of section 11 (a) has occurred, or is likely to occur, from defects and sufficient for the purpose VENDOR may, at the COUNTY'S option, procure intended. Goods shall be delivered free from any for the COUNTY the right to continue using the security interest or other lien, encumbrance or goods or services, or replace or modify the goods claim of any third party. These warranties shall or services so that they become non-infringing, survive inspection, acceptance, passage of title (without any material degradation in performance, and payment by the COUNTY. quality, functionality or additional cost to the COUNTY). 8. Statutory Conformity Goods and services provided pursuant to this 12. Insurance Requirements Purchase Order, and their production and The VENDOR, at its sole expense, shall provide transportation shall conform to all applicable laws, commercial insurance of such type and with such including but not limited to the Occupational terms and limits as may be reasonably associated Health and Safety Act, the Federal Transportation with the Purchase Order. Providing and Act and the Fair Labor Standards Act, as well as maintaining adequate insurance coverage is a any law or regulation noted on the face of the material obligation of the VENDOR. All insurance Purchase Order. policies shall be executed through insurers authorized or eligible to write policies in the State 9. Advertising of Florida. No VENDOR providing goods and services to the COUNTY shall advertise the fact that it has 13. Compliance with Laws contracted with the COUNTY for goods and/or In fulfilling the terms of this Purchase Order, services, or appropriate or make use of the VENDOR agrees that it will comply with all federal, COUNTY'S name or other identifying marks or state, and local laws, rules, codes, and ordinances property without the prior written consent of the that are applicable to the conduct of its business. COUNTY'S Purchasing Department. By way of non-exhaustive example, this shall include the American with Disabilities Act and all 10. Indemnification prohibitions against discrimination on the basis of VENDOR shall indemnify and hold harmless the race, religion, sex creed, national origin, handicap, COUNTY from any and all claims, including claims marital status, or veterans' status. Further, of negligence, costs and expenses, including but VENDOR acknowledges and without exception or not limited to attorneys' fees, arising from, caused stipulation shall be fully responsible for complying by or related to the injury or death of any person with the provisions of the Immigration Reform and (including but not limited to employees and agents Control Act of 1986 as located at 8 U.S.C. 1324, et of VENDOR in the performance of their duties or seq. and regulations relating thereto, as either otherwise), or damage to property (including may be amended. Failure by the awarded firm(s) property of the COUNTY or other persons), which to comply with the laws referenced herein shall arise out of or are incident to the goods and/or constitute a breach of the award agreement and services to be provided hereunder. the County shall have the discretion to unilaterally terminate said agreement immediately. Any 11. Warranty of Non-Infringement breach of this provision may be regarded by the VENDOR represents and warrants that all goods COUNTY as a material and substantial breach of sold or services performed under this Purchase the contract arising from this Purchase Order. 13-6085 Vanderbilt Dr Bridge Replacements 14 Packet Page -630- 5/27/2014 16.A.17. 14. Force Majeure 19. General Neither the COUNTY nor VENDOR shall be a) This Purchase Order shall be governed by the responsible for any delay or failure in performance laws of the State of Florida. The venue for resulting from any cause beyond their control, any action brought to specifically enforce any including, but without limitation to war, strikes, civil of the terms and conditions of this Purchase disturbances and acts of nature. When VENDOR Order shall be the Twentieth Judicial Circuit in has knowledge of any actual or potential force and for Collier County, Florida majeure or other conditions which will delay or b) Failure of the COUNTY to act immediately in threatens to delay timely performance of this response to a breach of this Purchase Order Purchase Order, VENDOR shall immediately give by VENDOR shall not constitute a waiver of notice thereof, including all relevant information breach. Waiver of the COUNTY by any with respects to what steps VENDOR is taking to default by VENDOR hereunder shall not be complete delivery of the goods and/or services to deemed a waiver of any subsequent default by the COUNTY. VENDOR. c) All notices under this Purchase Order shall be 15. Assignment sent to the respective addresses on the face VENDOR may not assign this Purchase Order, nor page by certified mail, return receipt any money due or to become due without the prior requested, by overnight courier service, or by written consent of the COUNTY. Any assignment personal delivery and will be deemed effective made without such consent shall be deemed void. upon receipt. Postage, delivery and other charges shall be paid by the sender. A party 16. Taxes may change its address for notice by written Goods and services procured subject to this notice complying with the requirements of this Purchase Order are exempt from Florida sales section. and use tax on real property, transient rental d) The Vendor agrees to reimbursement of any property rented, tangible personal purchased or travel expenses that may be associated with rented, or services purchased (Florida Statutes, this Purchase Order in accordance with Chapter 212), and from federal excise tax. Florida Statute Chapter 112.061, Per Diem and Travel Expenses for Public Officers, 17. Annual Appropriations employees and authorized persons. The COUNTY'S performance and obligation to e) In the event of any conflict between or among pay under this Purchase Order shall be contingent the terms of any Contract Documents related upon an annual appropriation of funds. to this Purchase Order, the terms of the Contract Documents shall take precedence 18. Termination over the terms of the Purchase Order. To the This Purchase Order may be terminated at any extent any terms and /or conditions of this time by the COUNTY upon 30 days prior written Purchase Order duplicate or overlap the notice to the VENDOR. This Purchase Order may Terms and Conditions of the Contract be terminated immediately by the COUNTY for Documents, the provisions of the Terms breach by VENDOR of the terms and conditions of and/or Conditions that are most favorable to this Purchase Order, provided that COUNTY has the County and/or provide the greatest provided VENDOR with notice of such breach and protection to the County shall govern. VENDOR has failed to cure within 10 days of receipt of such notice. 13-6085 Vanderbilt Dr Bridge Replacements 15 Packet Page -631- 5/27/2014 16.A.17. Exhibit IV: Additional Terms and Conditions for RFP 1. Insurance and Bonding Requirements The Consultant shall at its own expense, carry and maintain insurance coverage from responsible companies duly authorized to do business in the State of Florida as set forth in the Insurance and Bonding attachment of this solicitation. The Consultant shall procure and maintain property insurance upon the entire project, if required, to the full insurable value of the scope of work. The County and the Consultant waive against each other and the County's separate Consultants, Contractors, Design Consultant, Subcontractors agents and employees of each and all of them, all damages covered by property insurance provided herein, except such rights as they may have to the proceeds of such insurance. The Consultant and County shall, where appropriate, require similar waivers of subrogation from the County's separate Consultants, Design Consultants and Subcontractors and shall require each of them to include similar waivers in their contracts. Collier County shall be responsible for purchasing and maintaining, its own liability insurance. Certificates issued as a result of the award of this solicitation must identify "For any and all work performed on behalf of Collier County." The General Liability Policy provided by Consultant to meet the requirements of this solicitation shall name Collier County, Florida, as an additional insured as to the operations of Consultant under this solicitation and shall contain a severability of interests' provisions. Collier County Board of County Commissioners shall be named as the Certificate Holder. The Certificates of Insurance must state the Contract Number, or Project Number, or specific Project description, or must read: For any and all work performed on behalf of Collier County. The "Certificate Holder" should read as follows: Collier County Board of County Commissioners Naples, Florida The amounts and types of insurance coverage shall conform to the minimum requirements set forth in Insurance and Bonding attachment, 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 coverage, 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. Coverage(s) shall be maintained without interruption from the date of commencement of the Work until the date of completion and acceptance of the scope of work by the County or as specified in this solicitation, whichever is longer. The Consultant and/or its insurance carrier shall provide 30 days written notice to the County of policy cancellation or non-renewal on the part of the insurance carrier or the Consultant. The Consultant shall also notify the County, in a like manner, within twenty-four (24) hours after receipt, of any notices of expiration, cancellation, non-renewal or material change in coverage 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. 13-6085 Vanderbilt Dr Bridge Replacements 16 Packet Page -632- 5/27/2014 16.A.17. Should at any time the Consultant not maintain the insurance coverage(s) required herein, the County may terminate the Agreement or at its sole discretion shall be authorized to purchase such coverage(s) and charge the Consultant for such coverage(s) 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 purchase such insurance, nor shall it be responsible for the coverage(s) purchased or the insurance company or companies used. The decision of the County to purchase such insurance coverage(s) shall in no way be construed to be a waiver of any of its rights under the Contract Documents. If the initial or any subsequently issued Certificate of Insurance expires prior to the completion of the scope of work, the Consultant shall furnish to the County renewal or replacement Certificate(s) of Insurance not later than ten (10) calendar days after the expiration date on the certificate. Failure of the Consultant to provide the County with such renewal certificate(s) shall be considered justification for the County to terminate any and all contracts. 2. Offer Extended to Other Governmental Entities Collier County encourages and agrees to the successful Consultant extending the pricing, terms and conditions of this solicitation or resultant contract to other governmental entities at the discretion of the successful Consultant. 3. Additional Items and/or Services Additional items and/or services may be added to the resultant contract, or purchase order, in compliance with the Purchasing Policy. 4. Use of Subcontractors Bidders on any service related project, including construction, must be qualified and directly responsible for 51% or more of the solicitation amount for said work. 5. County's Right to Inspect The County or its authorized Agent shall have the right to inspect the Consultant's facilities/project site during and after each work assignment the Consultant is performing. 6. Additional Terms and Conditions of Contract Collier County has developed standard contracts/agreements, approved by the Board of County Commissioners (BCC). The selected Consultant shall be required to sign a standard Collier County contract within twenty one (21) days of Notice of Selection for Award. The County reserves the right to include in any contract document such terms and conditions, as it deems necessary for the proper protection of the rights of Collier County. A sample copy of this contract is available upon request. The County will not be obligated to sign any contracts, maintenance and/or service agreements or other documents provided by the Consultant. 7. Payment Method Payments are made in accordance with the Local Government Prompt Payment Act, Chapter 218, Florida Statutes. Vendor's invoices must include: • Purchase Order Number 13-6085 Vanderbilt Dr Bridge Replacements 17 Packet Page -633- 5/27/2014 16.A.17. • Description and quantities of the goods or services provided per instructions on the County's purchase order or contract. Invoices shall be sent to: Board of County Commissioners Clerk's Finance Department ATTN: Accounts Payable 3299 Tamiami Trail E Ste 700 Naples FL 34112 Or emailed to: bccapclerk(ccollierclerk.com. Collier County, in its sole discretion, will determine the method of payment for goods and/or services as part of this agreement. Payment methods include: • Traditional — payment by check, wire transfer or other cash equivalent. • Standard — payment by purchasing card. Collier County's Purchasing Card Program is supported by standard bank credit suppliers (i.e. VISA and MasterCard), and as such, is cognizant of the Rules for VISA Merchants and MasterCard Merchant Rules. The County may not accept any additional surcharges (credit card transaction fees) as a result of using the County's credit card for transactions relating to this solicitation. The County will entertain bids clearly stating pricing for standard payment methods. An additional separate discounted price for traditional payments may be provided at the initial bid submittal if it is clearly marked as an "Additional Cash Discount." Upon execution of the Contract and completion of each month's work, payment requests may be submitted to the Project Manager on a monthly basis by the Contractor for services rendered for that prior month. Services beyond sixty (60) days from current monthly invoice will not be considered for payment without prior approval from the Project manager. All invoices should be submitted within the fiscal year the work was performed. (County's fiscal year is October 1 - September 30.) Invoices submitted after the close of the fiscal year will not be accepted (or processed for payment) unless specifically authorized by the Project Manager. Payments will be made for articles and/or 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. In instances where the successful contractor may owe debts (including, but not limited to taxes or other fees) to Collier County and the contractor has not satisfied nor made arrangement to satisfy these debts, the County reserves the right to off-set the amount owed to the County by applying the amount owed to the vendor or contractor for services performed of for materials delivered in association with a contract. Invoices shall not reflect sales tax. After review and approval, the invoice will be transmitted to the Finance Division for payment. Payment will be made upon receipt of proper invoice and in compliance with Chapter 218 Florida Statutes, otherwise known as the "Local Government Prompt Payment Act." Collier County reserves the right to withhold and/or reduce an appropriate amount of any payment for work not performed or for unsatisfactory performance of Contractual requirements. 13-6085 Vanderbilt Dr Bridge Replacements 18 Packet Page -634- 5/27/2014 16.A.17. 8. Environmental Health and Safety All Consultants and Sub Consultants performing service for Collier County are required and shall comply with all Occupational Safety and Health Administration (OSHA), State and County Safety and Occupational Health Standards and any other applicable rules and regulations. Consultants and Sub Consultants shall be responsible for the safety of their employees and any unsafe acts or conditions that may cause injury or damage to any persons or property within and around the work site. All firewall penetrations must be protected in order to meet Fire Codes. Collier County Government has authorized OSHA representatives to enter any Collier County facility, property and/or right-of-way for the purpose of inspection of any Consultant's work operations. This provision is non-negotiable by any department and/or Consultant. All new electrical installations shall incorporate NFPA 70E Short Circuit Protective Device Coordination and Arc Flash Studies where relevant as determined by the engineer. All electrical installations shall be labeled with appropriate NFPA 70E arch flash boundary and PPE Protective labels. 9. Licenses The Consultant is required to possess the correct Business Tax Receipt, professional license, and any other authorizations necessary to carry out and perform the work required by the project pursuant to all applicable Federal, State and Local Law, Statute, Ordinances, and rules and regulations of any kind. Additionally, copies of the required licenses must be submitted with the proposal response indicating that the entity proposing, as well as the team assigned to the County account, is properly licensed to perform the activities or work included in the contract documents. Failure on the part of any Consultant to submit the required documentation may be grounds to deem Consultant non-responsive. A Consultant, with an office within Collier County is also required to have an occupational license. All State Certified contractors who may need to pull Collier County permits or call in inspections must complete a Collier County Contractor License registration form and submit the required fee. After registering the license/registration will need to be renewed thereafter to remain "active" in Collier County If you have questions regarding professional licenses contact the Contractor Licensing, Community Development and Environmental Services at (239) 252-2431, 252-2432 or 252-2909. Questions regarding required occupational licenses, please contact the Tax Collector's Office at (239) 252-2477. 10. Survivability The Consultant agrees that any Work Order/Purchase Order that extends beyond the expiration date of Solicitation 13-6085 resultant of this solicitation will survive and remain subject to the terms and conditions of that Agreement until the completion or termination of any Work Order/Purchase Order. 11. Principals/Collusion By submission of this Proposal the undersigned, as Consultant, does declare that the only person or persons interested in this Proposal as principal or principals is/are named therein and that no person other than therein mentioned has any interest in this Proposal or in the contract to be entered into; that this Proposal is made without connection with any person, company or parties making a Proposal, and that it is in all respects fair and in good faith without collusion or fraud. 12. Relation of County It is the intent of the parties hereto that the Consultant shall be legally considered an independent 13-6085 Vanderbilt Dr Bridge Replacements 19 Packet Page -635- 5/27/2014 16.A.17. Consultant, and that neither the Consultant nor their employees shall, under any circumstances, be considered employees or agents of the County, and that the County shall be at no time legally responsible for any negligence on the part of said Consultant, their employees or agents, resulting in either bodily or personal injury or property damage to any individual, firm, or corporation. 13. Termination Should the Consultant be found to have failed to perform his services in a manner satisfactory to the County, the County may terminate this Agreement immediately for cause; further the County may terminate this Agreement for convenience with a thirty (30) day written notice. The County shall be sole judge of non-performance. 14. Lobbying All firms are hereby placed on NOTICE that the Board of County Commissioners does not wish to be lobbied, either individually or collectively about a project for which a firm has submitted a Proposal. Firms and their agents are not to contact members of the County Commission for such purposes as meeting or introduction, luncheons, dinners, etc. During the process, from Proposal closing to final Board approval, no firm or their agent shall contact any other employee of Collier County in reference to this Proposal, with the exception of the Purchasing Director or his designee(s). Failure to abide by this provision may serve as grounds for disqualification for award of this contract to the firm. 15. Certificate of Authority to Conduct Business in the State of Florida (Florida Statute 607.1501) In order to be considered for award, firms must be registered with the Florida Department of State Divisions of Corporations in accordance with the requirements of Florida Statute 607.1501 and provide a certificate of authority (www.sunbiz.org/search.html) prior to execution of a contract. A copy of the document may be submitted with the solicitation response and the document number shall be identified. Firms who do not provide the certificate of authority at the time of response shall be required to provide same within five (5) days upon notification of selection for award. If the firm cannot provide the document within the referenced timeframe, the County reserves the right to award to another firm. 16. Single Proposal Each Consultant must submit, with their proposal, the required forms included in this RFP. Only one proposal from a legal entity as a primary will be considered. A legal entity that submits a proposal as a primary or as part of a partnership or joint venture submitting as primary may not then act as a sub- consultant to any other firm submitting under the same RFP. If a legal entity is not submitting as a primary or as part of a partnership or joint venture as a primary, that legal entity may act as a sub- consultant to any other firm or firms submitting under the same RFP. All submittals in violation of this requirement will be deemed non-responsive and rejected from further consideration. In addition, consultants that have participated and/or will participate in the development of scope, background information or oversight functions on this project are precluded from submitting a Proposal as either a prime or sub- consultant 17. Protest Procedures Any actual or prospective Consultant to a Request for Proposal, who is aggrieved with respect to the former, shall file a written protest with the Purchasing Director prior to the due date for acceptance of proposals. All such protests must be filed with the Purchasing Director no later than 11:00 a.m. Collier County time on the final published date for the acceptance of the Request for Proposals. 13-6085 Vanderbilt Dr Bridge Replacements 20 Packet Page -636- 5/27/2014 16.A.17. The Board of County Commissioners will make award of contract in public session. Award recommendations will be posted outside the offices of the Purchasing Department on Wednesdays and Thursdays. Any actual or prospective respondent who desires to formally protest the recommended contract award must file a notice of intent to protest with the Purchasing Director within two (2) calendar days (excluding weekends and County holidays) of the date that the recommended award is posted. Upon filing of said notice, the protesting party will have five (5) days to file a formal protest and will be given instructions as to the form and content requirements of the formal protest. A copy of the "Protest Policy" is available at the office of the Purchasing Director. 18. Public Entity Crime A person or affiliate who has been placed on the convicted Consultant list following a conviction for a public entity crime may not submit a bid, proposal, or reply on a contract to provide any goods or services to a public entity; may not submit a bid, proposal, or reply on a contract with a public entity for the construction or repair of a public building or public work; may not submit bids, proposals, or replies on leases of real property to a public entity; may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity; and may not transact business with any public entity in excess of the threshold amount provided in s. 287.017 for CATEGORY TWO for a period of 36 months following the date of being placed on the convicted Consultant list. 19. Security and Background Checks If required, Consultant / Proposer shall be responsible for the costs of providing background checks by the Collier County Facilities Management Department, and drug testing for all employees that shall provide services to the County under this Agreement. This may include, but not be limited to, checking federal, state and local law enforcement records, including a state and FBI fingerprint check, credit reports, education, residence and employment verifications and other related records. Contractor shall be required to maintain records on each employee and make them available to the County for at least four (4) years. 20. Conflict of Interest Consultant shall complete the Conflict of Interest Affidavit included as an attachment to this RFP document. Disclosure of any potential or actual conflict of interest is subject to County staff review and does not in and of itself disqualify a firm from consideration. These disclosures are intended to identify and or preclude conflict of interest situations during contract selection and execution. 21. Prohibition of Gifts to County Employees No organization or individual shall offer or give, either directly or indirectly, any favor, gift, loan, fee, service or other item of value to any County employee, as set forth in Chapter 112, Part III, Florida Statutes, the current Collier County Ethics Ordinance and County Administrative Procedure 5311. Violation of this provision may result in one or more of the following consequences: a. Prohibition by the individual, firm, and/or any employee of the firm from contact with County staff for a specified period of time; b. Prohibition by the individual and/or firm from doing business with the County for a specified period of time, including but not limited to: submitting bids, RFP, and/or quotes; and, c. immediate termination of any contract held by the individual and/or firm for cause. 22. Immigration Law Affidavit Certification Statutes and executive orders require employers to abide by the immigration laws of the United States and to employ only individuals who are eligible to work in the United States. 13-6085 Vanderbilt Dr Bridge Replacements 21 Packet Page -637- 5/27/2014 16.A.17. The Employment Eligibility Verification System (E-Verify) operated by the Department of Homeland Security (DHS) in partnership with the Social Security Administration (SSA), provides an Internet-based means of verifying employment eligibility of workers in the United States; it is not a substitute for any other employment eligibility verification requirements. The program will be used for Collier County formal Invitations to Bid (ITB) and Request for Proposals (RFP) including professional services and construction services. Exceptions to the program: • Commodity based procurement where no services are provided. • Where the requirement for the affidavit is waived by the Board of County Commissioners Consultants are required to enroll in the E-Verify program, and provide acceptable evidence of their enrollment, at the time of the submission of the Consultant's/bidder's proposal. Acceptable evidence consists of a copy of the properly completed E-Verify Company Profile page or a copy of the fully executed E-Verify Memorandum of Understanding for the company. Consultants are also required to provide the Collier County Purchasing Department an executed affidavit certifying they shall comply with the E-Verify Program. The affidavit is attached to the solicitation documents. If the Consultant does not comply with providing the acceptable E-Verify evidence and the executed affidavit the Consultant's proposal may be deemed non-responsive. Additionally, Consultants shall require all subcontracted Consultants to use the E-Verify system for all purchases not covered under the "Exceptions to the program" clause above. For additional information regarding the Employment Eligibility Verification System (E-Verify) program visit the following website: http://www.dhs.gov/E-Verify. It shall be the Consultant's responsibility to familiarize themselves with all rules and regulations governing this program. Consultant acknowledges, and without exception or stipulation, any firm(s) receiving an award shall be fully responsible for complying with the provisions of the Immigration Reform and Control Act of 1986 as located at 8 U.S.C. 1324, et seq. and regulations relating thereto, as either may be amended and with the provisions contained within this affidavit. Failure by the awarded firm(s) to comply with the laws referenced herein or the provisions of this affidavit shall constitute a breach of the award agreement and the County shall have the discretion to unilaterally terminate said agreement immediately. 13-6085 Vanderbilt Dr Bridge Replacements 22 Packet Page -638- 5/27/2014 16.A.17. CoiPler County Administrative Semis Division urtra sing Attachment 1: Consultant's Non-Response Statement The sole intent of the Collier County Purchasing Department is to issue solicitations that are clear, concise and openly competitive. Therefore, we are interested in ascertaining reasons for prospective Consultants not wishing to respond to this solicitation. If your firm is not responding to this RFP, please indicate the reason(s) by checking the item(s) listed below and return this form via email or fax, noted on the cover page, or mail to Collier County Government, Purchasing Department, 3327 Tamiami Trail E, Naples, FL 34112. We are not responding to CCNA Solicitation RFP 13-6085 - Design and Related Services for Vanderbilt Drive Bridge Replacements for the following reason(s): I I Services requested not available through our company. Our firm could not meet specifications/scope of work. ❑ Specifications/scope of work not clearly understood or applicable (too vague, rigid, etc.) Project is too small. ❑ Insufficient time allowed for preparation of response. Incorrect address used. Please correct mailing address: Other reason(s): Name of Firm: Address: City, State, Zip: Telephone: Email: Representative Signature: Representative Name: Date 13-6085 Vanderbilt Dr Bridge Replacements 23 Packet Page -639- 5/27/2014 16.A.17. Colter County P minist atrve Services Division urhasing Attachment 2: Consultant Check List IMPORTANT: THIS SHEET MUST BE SIGNED. Please read carefully, sign in the spaces indicated and return with your Proposal. Consultant should check off each of the following items as the necessary action is completed: The Proposal has been signed. I I All applicable forms have been signed and included, along with licenses to complete the requirements of the project. n Any addenda have been signed and included. The mailing envelope has been addressed to: Collier County Government Purchasing Department 3327 Tamiami Trail E Naples FL 34112 Attn: Brenda Brilhart, Procurement Strategist CCNA Solicitation: RFP 13-6085 - Design and Related Services for Vanderbilt Drive Bridge Replacements ( The mailing envelope must be sealed and marked with Proposal Number, Proposal Title and Due Date. n The Proposal will be mailed or delivered in time to be received no later than the specified due date and time. (Otherwise Proposal cannot be considered.) ALL COURIER-DELIVERED PROPOSALS MUST HAVE THE RFP NUMBER AND TITLE ON THE OUTSIDE OF THE COURIER PACKET Name of Firm: Address: City, State, Zip: Telephone: Email: Representative Signature: Representative Name: Date 13-6085 Vanderbilt Dr Bridge Replacements 24 Packet Page -640- 5/27/2014 16.A.17. iLT 7E:f' Comity Administrative,Services Division urcJieeng Attachment 3: Conflict of Interest Affidavit By the signature below, the firm (employees, officers and/or agents) certifies, and hereby discloses, that, to the best of their knowledge and belief, all relevant facts concerning past, present, or currently planned interest or activity (financial, contractual, organizational, or otherwise) which relates to the proposed work; and bear on whether the firm (employees, officers and/or agents) has a possible conflict have been fully disclosed. Additionally, the firm (employees, officers and/or agents) agrees to immediately notify in writing the Purchasing/General Services Director, or designee, if any actual or potential conflict of interest arises during the contract and/or project duration. Firm: Signature and Date: Print Name Title of Signatory State of County of SUBSCRIBED AND SWORN to before me this day of 20 by , who is personally known to me to be the for the Firm, OR who produced the following identification • Notary Public My Commission Expires 13-6085 Vanderbilt Dr Bridge Replacements 25 Packet Page-641- 5/27/2014 16.A.17. Goriei% C.,ounty A.dminisrative Serum as Division Purchasing Attachment 4: Consultant Declaration Statement BOARD OF COUNTY COMMISSIONERS Collier County Government Complex Naples, Florida 34112 RE: RFP 13-6085 Design and Related Services for Vanderbilt Drive Bridge Replacements Dear Commissioners: The undersigned, as Consultant declares that this proposal is made without connection or arrangement with any other person and this proposal is in every respect fair and made in good faith, without collusion or fraud. The Consultant agrees, if this proposal is accepted, to execute a Collier County document for the purpose of establishing a formal contractual relationship between the firm and Collier County, for the performance of all requirements to which the proposal pertains. The Consultant states that the proposal is based upon the proposal documents listed by the above referenced CCNA Solicitation. IN WITNESS WHEREOF, WE have hereunto subscribed our names on this day of 20 in the County of , in the State of Firm's Legal Name: Address: City, State, Zip Code: Florida Certificate of Authority Document Number Federal Tax Identification Number CCR # or CAGE Code Telephone: FAX: Signature by: (Typed and written) Title: 13-6085 Vanderbilt Dr Bridge Replacements 26 Packet Page -642- 5/27/2014 16.A.17. Additional Contact Information Send payments to: (required if different from Company name used as payee above) Contact name: Title: Address: City, State,ZIP Telephone: FAX: Email: Office servicing Collier County to place orders (required if different from above) Contact name: Title: Address: City, State,ZIP Telephone: Email: 13-6085 Vanderbilt Dr Bridge Replacements 27 Packet Page -643- 5/27/2014 16.A.17. Cotter' CoLtIrty Administra• Services Division z'ur„hasing Attachment 5: Immigration Affidavit Certification CCNA Solicitation: RFP 13-6085-Design and Related Services for Vanderbilt Drive Bridge Replacements This Affidavit is required and should be signed, notarized by an authorized principal of the firm and submitted with formal Invitations to Bid (ITB's) and Request for Proposals (RFP) submittals. Further, Consultants are required to enroll in the E-Verify program, and provide acceptable evidence of their enrollment, at the time of the submission of the Consultant's proposal. Acceptable evidence consists of a copy of the properly completed E-Verify Company Profile page or a copy of the fully executed E-Verify Memorandum of Understanding for the company. Failure to include this Affidavit and acceptable evidence of enrollment in the E-Verify program may deem the Consultant proposal as non-responsive. Collier County will not intentionally award County contracts to any Consultant who knowingly employs unauthorized alien workers, constituting a violation of the employment provision contained in 8 U.S.C. Section 1324 a(e) Section 274A(e) of the Immigration and Nationality Act ("INA"). Collier County may consider the employment by any Consultant of unauthorized aliens a violation of Section 274A (e) of the INA. Such Violation by the recipient of the Employment Provisions contained in Section 274A(e) of the INA shall be grounds for unilateral termination of the contract by Collier County. Consultant attests that they are fully compliant with all applicable immigration laws (specifically to the 1986 Immigration Act and subsequent Amendment(s)) and agrees to comply with the provisions of the Memorandum of Understanding with E-Verify and to provide proof of enrollment in The Employment Eligibility Verification System (E-Verify), operated by the Department of Homeland Security in partnership with the Social Security Administration at the time of submission of the Consultant's proposal. Company Name Print Name Title Signature Date State of County of The foregoing instrument was signed and acknowledged before me this day of , 20 , by who has produced as identification. (Print or Type Name) (Type of Identification and Number) Notary Public Signature Printed Name of Notary Public Notary Commission Number/Expiration The signee of this Affidavit guarantees, as evidenced by the sworn affidavit required herein, the truth and accuracy of this affidavit to interrogatories hereinafter made. 13-6085 Vanderbilt Dr Bridge Replacements 28 Packet Page -644- 5/27/2014 16.A.17. Co iev County Adrunistra*ive Services O:vision Attachment 6: Consultant Substitute W—9 Request for Taxpayer Identification Number and Certification In accordance with the Internal Revenue Service regulations, Collier County is required to collect the following information for tax reporting purposes from individuals and companies who do business with the County (including social security numbers if used by the individual or company for tax reporting purposes). Florida Statute 119.071(5) require that the county notify you in writing of the reason for collecting this information, which will be used for no other purpose than herein stated. Please complete all information that applies to your business and return with your quote or proposal. 1. General Information (provide all information) Taxpayer Name (as shown on income tax return) Business Name (if different from taxpayer name) Address City State Zip Telephone FAX Email Order Information Remit/Payment Information Address Address City State Zip City State Zip FAX FAX Email Email 2. Company Status (check only one) Individual/Sole Proprietor _Corporation _Partnership Tax Exempt (Federal income tax-exempt entity t Limited Liability Company under Internal Revenue Service guidelines IRC 501 (c) 3) Enter the tax classification (D =Disregarded Entity, C=Corporation, P=Partnership) 3. Taxpayer Identification Number(for tax reporting purposes only) Federal Tax Identification Number(TIN) (Consultants who do not have a TIN, will be required to provide a social security number prior to an award of the contract.) 4. Sign and Date Form: Certification: Under penalties of perjury, I certify that the information shown on this form is correct to my knowledge. Signature Date Title Phone Number 13-6085 Vanderbilt Dr Bridge Replacements 29 Packet Page -645- 5/27/2014 16.A.17. Ct ier Govarty Administrative Service Division urchasing Attachment 7: Insurance and Bonding Requirements Insurance/ Bond Type Required Limits 1. ® Worker's Statutory Limits of Florida Statutes, Chapter 440 and all Federal Government Compensation Statutory Limits and Requirements 2. ® Employer's Liability $1,000,000 single limit per occurrence 3. ® Commercial General Bodily Injury and Property Damage Liability (Occurrence Form) patterned after the current $2,000,000 single limit per occurrence, $2,000,000 aggregate for Bodily Injury ISO form Liability and Property Damage Liability. This shall include Premises and Operations; Independent Contractors; Products and Completed Operations and Contractual Liability. 4. ® Indemnification To the maximum extent permitted by Florida law, the Contractor/Vendor/ Consultant shall indemnify and hold harmless Collier 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 the Contractor/Vendor/Consultant or anyone employed or utilized by the Contractor/Vendor/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. This section does not pertain to any incident arising from the sole negligence of Collier County. 4. ® Automobile Liability $ 1.000.000 Each Occurrence; Bodily Injury & Property Damage, Owned/Non-owned/Hired; Automobile Included 5. ® Other insurance as ❑Watercraft $ Per Occurrence noted: ® United States Longshoreman's and Harborworker's Act coverage shall be maintained where applicable to the completion of the work. $ 1,000,000 Per Occurrence ❑ Maritime Coverage (Jones Act) shall be maintained where applicable to the completion of the work. $ Per Occurrence ❑ Aircraft Liability coverage shall be carried in limits of not less than $5,000,000 each occurrence if applicable to the completion of the Services under this Agreement. $ Per Occurrence ❑ Pollution $ Per Occurrence ❑ Professional Liability $2,000,000 per claim and in the aggregate • $1,000,000 per claim and in the aggregate • $2,000,000 per claim and in the aggregate 13-6085 Vanderbilt Dr Bridge Replacements 30 Packet Page -646- 5/27/2014 16.A.17. 6. ❑ Bid bond Shall be submitted with proposal response in the form of certified funds, cashiers' check or an irrevocable letter of credit, a cash bond posted with the County Clerk, or proposal bond in a sum equal to 5% of the cost proposal. All checks shall be made payable to the Collier County Board of County Commissioners on a bank or trust company located in the State of Florida and insured by the Federal Deposit Insurance Corporation. 7. ❑ Performance and For projects in excess of$200,000, bonds shall be submitted with the Payment Bonds executed contract by Proposers receiving award, and written for 100% of the Contract award amount, the cost borne by the Proposer receiving an award. The Performance and Payment Bonds shall be underwritten by a surety authorized to do business in the State of Florida and otherwise acceptable to Owner; provided, however, the surety shall be rated as "A-" or better as to general policy holders rating and Class V or higher rating as to financial size category and the amount required shall not exceed 5% of the reported policy holders' surplus, all as reported in the most current Best Key Rating Guide, published by A.M. Best Company, Inc. of 75 Fulton Street, New York, New York 10038. 8. ® Consultant shall ensure that all subcontractors comply with the same insurance requirements that he is required to meet. The same Consultant shall provide County with certificates of insurance meeting the required insurance provisions. 9. ® Collier County must be named as "ADDITIONAL INSURED" on the Insurance Certificate for Commercial General Liability where required. 10. ❑ The Certificate Holder shall be named as Collier County Board of County Commissioners, OR, Board of County Commissioners in Collier County, OR Collier County Government, OR Collier County. The Certificates of Insurance must state the Contract Number, or Project Number, or specific Project description, or must read: For any and all work performed on behalf of Collier County. 11. ❑ Thirty (30) Days Cancellation Notice required. Consultant's Insurance Statement We understand the insurance requirements of these specifications and that the evidence of insurability may be required within five (5) days of the award of this solicitation. Name of Firm Date Consultant Signature Print Name Insurance Agency Agent Name Telephone Number 13-6085 Vanderbilt Dr Bridge Replacements 31 Packet Page-647- 5/27/2014 16.A.17. er Gounty A.aranistra:+ve Serwxes erosion ?urJra sing Attachment 8: Reference Questionnaire Solicitation: RFP 13-6085 - Design and Related Services for Vanderbilt Drive Bridge Replacements Reference Questionnaire for: (Name of Company Requesting Reference Information) (Name of Individuals Requesting Reference Information) Name: Company: (Evaluator completing reference questionnaire) (Evaluator's Company completing reference) Email: FAX: Telephone: Collier County is implementing a process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey. Please rate each criteria to the best of your knowledge on a scale of 1 to 10, with 10 representing that you were very satisifed (and would hire the firm/individual again) and 1 representing that you were very unsatisfied (and would never hire the firm/indivdival again). If you do not have sufficient knowledge of past performance in a particular area, leave it blank and the item or form will be scored "0." Project Description: Completion Date: Project Budget: Project Number of Days: Item Citeria Score 1 Ability to manage the project costs (minimize change orders to scope). 2 Ability to maintain project schedule (complete on-time or early). 3 Quality of work. 4 Quality of consultative advice provided on the project. 5 Professionalism and ability to manage personnel. 6 Close out project process (final product turnover; invoices; manuals or going forward documentation, etc.) 7 Ability to verbally communicate and document information clearly and succinctly. 8 Abiltity to manage risks and unexpected project circumstances. 9 Ability to follow County policies, procedures, rules, regulations, etc. 10 Overall comfort level with hiring the company in the future (customer satisfaction). TOTAL SCORE OF ALL ITEMS Please FAX this completed survey to: By 13-6085 Vanderbilt Dr Bridge Replacements 32 Packet Page -648- 5/27/2014 16.A.17. ATTACHMENT A—SCOPE OF SERVICES Provided in Separate File And downloadable at: http://bid.colliergov.net/bid/ 13-6085 Vanderbilt Dr Bridge Replacements 33 Packet Page -649- .:. .:1•.A .0 — my.�y' .5:'RSx 'S .i�X'.C•:`i:u'. . A :�.'.1.:,1.:\ii' a,u 5/27/2014 16.A.17. -`D ' d Re1ated:Siexvices r. wdr.. rri, Rf x B ; ;RIVE �. . . rk.� �ti•.s �(• f; _" .i._.�.—..v :? - f> r _ ..1 �" ' .'" . . r::.#, r!��<- i.r;- ' � u ' D t( °_ ; a '.. > �':-,>3" ;_-,2 '-',i'.'"1-.t z - R : " .Fe^" .^141"J.-R f R �. :.,• C0i- .i•. , ..... • ... . . . .. . . = e . , • . . ,. .. , ....„ May 17, 2013 u r ' . t. , — ri �s � ;� tr� wig : ( E - . : • I �. f .< r'.11! ..5,,,,ri-i,.-, .,1.. / , f _ , t ._ . _ - - r t 4 , : .. ,om. .... ___. . i !tr ..... tRl Rai k :. 1.Mr: ill •r I ty' r is : _ • ' a II( III , 1� 1 q V' � t ;1_7 r ,�� _t � C. 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Allan"•e ssi engineering • inspection • planning May 17, 2013 Collier County Brenda Brilhart, Procurement Strategist Collier County Government—Purchasing Department 3327 Tamiami Trail E Naples, Florida 34112 RE: RFP 13-6085 Design and Related Services for Vanderbilt Drive Bridge Replacements Dear Ms. Brilhart, The Vanderbilt Drive Bridges are near the end of their useful life and are in need of a timely replacement. The replacement bridge designs must consider the needs of the community, provide a cost-affordable and aesthetically-pleasing solution that can be constructed within a shortened schedule, and minimize disruption to the area. The team we have assembled for this project is primarily located in the Fort Myers area with a strong presence in Collier County. The KCA Team brings a unique understanding of both this project and the hurdles facing Collier County to complete this significant project. KCA has committed Julian Gutierrez, P.E. (jgutierrez@kisingercampo.com) and Chris Meares, P.E. (cmeares @kisingercampo.com) as Project Manager and Deputy Project Manager for this major project. These two professionals bring 39 years of experience and will provide seamless coverage of this project from proposal through construction. We routinely work with city and county governments throughout the state and have successfully provided signature projects with limited budgets. Our experience with design-build projects and our intimate knowledge of construction techniques developed over 37 years of bridge construction engineering and inspection gives us a special insight into providing efficient design plans. We routinely apply our lessons learned from design-build projects to reduce construction costs and durations on design/bid/ build projects. This experience is important to Collier County because this project will face public scrutiny every step of the way. It is crucial to avoid missteps that may weaken public confidence or extend design or construction schedules.We are able to hit the ground running with the unwavering goal of preparing quality construction plans within schedule and budget and to the County's and local community's complete satisfaction. The entire KCA Team will utilize our five-step structured check and balance system utilizing color-coded checking, hack- checking, and Quality Assurance (QA). KCA's QA/QC process emphasizes prevention of quality problems such as errors and omissions, and corrects problems early to minimize impacts. Highly qualified and experienced individuals will review each discipline. Our QA Manager will verify that our submittals are fully reviewed and our QA/QC plan is strictly followed. Besides the normal reviews for errors and omissions and adherence to standards; the construction documents will be thoroughly reviewed for constructabil_ity. We will utilize personnel from our construction engineering and inspection (CEI) subsidary, KCCS, Inc. (KCCS), to review the plans for constructability, evaluate quantities, and monitor the construction documents for adherence to project specifications. The proof of KCA's ability to provide the required services and our record of delivering quality products to our clients including Collier County is detailed within this proposal. We have designed countless water crossings and are well suited to handle the issues involved. KCA, along with our subconsultants,is committed to working together with the goal of exceeding the County's expectations. Sincerely, KISIINGER CAMPO &ASSOCIATES, CORP. Paul G. Foley, P.E., President 201 North Franklin Street, Suite 400 Tampa, Florida 33602 (813) 871-5331/(813) 871-5135 (fax) Paul.Folev @kisingercampo.com 201 North Franklin Street,Suit Packet Pale 652 13602• Phone:(813)871-5331 Visit our Wcuai�c a�v.....no.t. yc ,ampo.com s a 4 � � � `�.� - r . ,? max t a F � - , - t= 5/27/2014 16 A 17 4-4/,. x ,,:t.:14.7, . r„,-,_... -,,....„,4-s„..„ ..... .,'yam.r== „e, x ion { ,.r"° :` . a N. _.z d s rs 'a X s v t r a t , r r - 3 a3 ' , 1. €' , f s u i -.1-, ' Approach and Understanding of l evacuation route. It runs parallel to US 41/SR 45/T miami Trail between CR 862/Vanderbilt Beach Road to the south the Project and CR 865/Bonita Beach Road SW to the north. Vanderbilt Drive provides access to numerous residential communities, commercial establishments, as well as recreational facilities. KCA offers the substantial resources of its large design staff with a level of corporate principal commitment and involvement The existing roadway typical section within the project limit not found elsewhere in the industry. KCA will serve as the lead consists of two 10-foot lanes with paved shoulders less than entity and has long established working relationships with its f one-foot wide and a five-foot asphalt sidewalk along the west subconsultants. These relationships are founded on mutual ' side of the roadway. The posted speed limit is 35 mph and the trust and respect developed over several years of working local FDOT traffic monitoring site reported a 2012 Annual together. Each member of the KCA Team is prequalified by Average Daily Traffic(AADT)of 6,400 with 3.3%truck traffic. the Florida Department of Transportation (FDOT) in their The existing horizontal alignment mainly consists of a tangent respective disciplines. Omni Communications, LLC (Omni) section with a large horizontal curve just south of the existing will provide utility coordination and subsurface utility bridge over Little Horse Pass (#030177) and the vertical grade engineering(SUE);RWA Consultants,Inc. (RWA)will provide is relatively flat with the exception of vertical curves over the topographic and control survey, right-of-way(WW) mapping, existing bridge culvert at Tidal Pass (#030178). and independent peer review; Ardaman & Associates, Inc. lkppt +,rj 1 ,` . The existing structures (AAI) will provide geotechnical services and Level I/Level II �. ' ,l i 1 1,1 � � over Little Horse contamination assessments as required; and Cella Molnar & 1.14i - Pass and Tidal Pass Associates,Inc.(CMA) will design and implement an extensive �.' Pi, f-' *.. were built in 1964 ,sr public outreach program. l \ . and are considered KCA's corporate officers will provide guidance on technical z ,.`.� functional obsolete issues and will assure that our Quality Control (QC) Plan is A o- due to substandard r geometries, non- .mplemented. Our corporate team will work directly with our b Project Manager (PM), Julian Gutierrez, P.E., to ensure he has � crashworthy barriers, , ;4 _ the resources necessary to successfully complete the contract. Picture I:Existi;igConaditionrs and poor sufficiency ratings. Tnus, complete replacement of both structures is the Mr. Gutierrez will be the point of contact for the County. recommended alternative. There are also existing steel pony He will manage the tasks undertaken by KCA staff as well as truss pedestrian bridges adjacent to each structure that are to the activities of the subconsultants. We will hold regularly- remain in service and numerous existing utilities that must scheduled progress meetings with the County and our project be considered when developing plans for the replacement team. Each of KCA's technical discipline managers will be structures. responsible for the accuracy of their designs, which will be subject to KCA's rigorous QC Plan. ' At KCA, we believe QC is an ongoing process that needs to be The Bridge Type Study used an assumed proposed design speed continuously monitored and updated for changing conditions. i of40 mph for the project.This design speed will be appropriate We do not believe in waiting for submittals to perform QC for the bridges as well as the roadway approaches; however the and review. KCA's QC plan is a five-step structured check design speed will be formally determined during design as and balance system utilizing color-coded checking and back ` indicated in the scope of services. checking.KCA's quality assurance(QA)/QC process emphasizes Based on a 40 mph design speed,the proposed roadway typical prevention of quality problems such as errors or omissions,and pp section would consist of 11-foot through lanes with eight-foot corrects problems early to minimize impacts. KCA will assign f shoulders,five feet of which will be paved in accordance with a senior, qualified individuals to review each discipline. Our QC low volume rural collector roadway.The five-foot shoulders will Team will verify that all submittals are fully reviewed and that be carried across the proposed bridges. To accommodate the our QA/QC plan is thoroughly followed. Our subconsultants wider typical sections of the proposed bridges while maintaining will be required to follow all the policies and procedures set the existing pedestrian pony truss bridges, the centerline of the forth by KCA. existing roadway will need to be shifted to the east.The vertical alignment will also be updated to accommodate the required CR 901/Vanderbilt Drive is a north-south major collector bridge clearances over the existing waterways and to match the roadway that serves as a hurricane 1 existing pedestrian bridge clearance. O tieY CC?mTE1v r k , 2c. _.a-J 7 -_; Packet Page -653- " -' t M Wig 5/27/2014 16.A.17. Based on our team's field evaluation of the existing roadway, superstructure was identified in the Bridge Type Study as a the pavement is in fair condition with mostly longitudinal preferred alternative due to the ability to construct quickly cracking with areas of block cracking and some minor alligator without the use of form work that would be required for a cast- cracking. There were no apparent signs of base failure and in-place option. The study also recommended post-tensioned the Standard Penetration Tests (SPTs) completed by AAI for precast slab units combined with the use of a waterproofing the box culvert replacement measured a groundwater depth membrane and an asphalt overlay. KCA design staffhas worked of around six feet, indicating groundwater breaching the . very closely with numerous contractors over the years while bottom of the base as unlikely To accommodate the required participating in more than 30 design-build projects; in every typical section the roadway could be reconstructed or milled instance, the contractor immediately looks for opportunities and resurfaced and widened with 1.5 inches of superpave and to eliminate post tensioning. Simply stated, post tensioning approximately six inches of base. Our team will perform a requires a specialty subcontractor, requires more testing during comprehensive evaluation of the existing pavement and road construction, and generally takes more time. The concept of base to determine if the roadway can be milled and resurfaced utilizing post-tensioning over an extremely aggressive coastal to reduce construction costs. waterway is also problematic as premature corrosion has been a As indicated in the bridge type study report, the County has chronic maintenance and inspection issue for the FDOT. The plans for a shared-use path along the west side of the roadway installation of either PT bars or PT tendons in close proximity to the existing pedestrian truss further complicates the use of at the bridge approaches. Coordination with the County will be necessary to ensure proper placement of the shared use any form of post tensioning. path as well possible upgrade to the path within the remaining The use of a waterproofing membrane combined with an asphalt limits of the project. In addition, the roadway design should overlay will be quicker than a cast-in-place concrete topping, accommodate future pedestrian needs along the east side of but the time savings will almost certainly be offset by the the project. additional time for the post tensioning. The FDOT Structures The proposed bridge over Little Horse Pass will provide three Design Guidelines does not consider an overlay as an acceptable 11-foot lanes with five-foot shoulders and six foot sidewalk on form of protection for any post tensioned system and the the east side with standard F-shape barriers for a total bridge waterproofing and overlay only addresses the top of the deck. width of 53'-01/,". A three-span bridge similar to the existing As this bridge spans a waterway often utilized by recreational profile low and minimize watercraft, the underside of the deck is significantly exposed to is recommended in order to keep the pro impacts to the approach roadways. A two span structure chloride intrusion. The spray from any jetski wakes against the is also undesirable as it would locate a bent directly in the seawall shoots directly upward, exposing the underside of the center of the channel, adversely impacting boats traversing deck to repeated saltwater mist. The use of the asphalt overlay the waterway. The new bridge will be slightly longer than the does not have the long term durability as a concrete overlay, existing structure and utilize a span arrangement of 30'-40'-30' and it also prevents the deck from being visually inspected versus the existing span arrangement that utilized three equal from the top side. Any cracking or signs of chloride intrusion spans of 30 feet. This avoids the existing piles and they can be would be masked until the corrosion advances to a point where simply cut off below the mudline instead of removed. reflective cracks come through the asphalt. he County has committed to replacing both structures r An alternative to the post tensioned system is to utilize the as quickly as possible and has embraced the concepts of same precast deck panels but, instead of an asphalt overlay, Accelerated Bridge Construction (ABC) in order to minimize utilize a cast-in-place (CIP) concrete deck. This completely impacts to local residents and the traveling public. The ABC eliminates any issues with the long-term durability associated philosophy has been embraced by the FDOT and Federal with a PT system at this location and provides an end product Highway Administration (FHWA) as a way to increase quality, that will better stand the test of time. KCA has successfully reduce costs and construction time, while maintaining a focus utilized precast panels with a CIP topping on numerous on safety. Prefabricated bridge elements have been in use for projects in similar environments. The topping can be built many years when the situation demands specialized details and using corrosion inhibitors combined with fibrous concrete to construction methods due ro unique site limitations.This same ry further reduce cracking approach can he used to minimize impacts to the travelling `'° -_ and corrosion issues. public by reducing construction time. Investigating the use of . ' � 1 Typical details of this prefabricated elements versus conventional construction helps -,� - , type of construction in determine the best balance between direct and indirect costs a similar environment while delivering the bridge project in a timely manner and �z` are highlighted in minimizing impact to the traveling public. -. a� ' Picture 2. For the bridge over Little Horse Pass, the use of precast 4A' .� re The use of precast 4 slab units for the Alt4W-40blittil substructure elements Picture 2:Precast Slab PaueLc w/CIP Slab Cot he-r .or-1ty �rit.� fry- Packet Page -654- a.-i v :5-i ,M J P . � t {' 3 r t e � r ! , '$ ,? w k f� • n � a l " il +r g t;.i 1 5 3 r r ''ru 415/27/2014 16A17 d d w.� ��. ,;� ��• � -��� w� ,.,_ ���. k„. „_, . . . :, is also a viable alternative to consider to expedite the project 4 (ii'',. r totality of the structure schedule. Precast bent caps combined with driven prestressed t"• m 4' as well as its individual concrete piles offer the advantage of constructing all of the � � �1 '� `... components and major bridge elements in a controlled environment, so weather ,, the environment of only affects the portion of the work done onsite. As a result, 4,, ab its surroundings are weather delays are less frequent. Since there is less disruption ,-.. i..; all considered when of traffic, fewer workers need to be exposed to traffic control. determining the level The bridge replacement will require the partial demolition and t � :ti of aesthetic treatments. extension of the existing seawall system. The existing seawall Picture 5:Maintains ware/flow The well-thought-out is comprised of prestressed concrete panels that will require some minor crack and spall repairs during the construction use of form liners, of the new wall system. Typically, concrete bulkhead walls are texture, and color often n jetted into place and are tied back with the use of a deadman. offers a high-level of A ,µ-,,,, f `'``' , Often, unanticipated hard driving conditions can complicate aesthetic appeal with � ". ' . installation, which slows construction and increases costs. An minimal additional ; -- alternative is the use of a steel sheet pile wall that is quicker cost. Simply paying � i , �,' and easier to install attention to details - ' •.,*..; ,. ;� ,, * +% ^s� such as a meandering Picture 6.:Aesthetic Railing t. .G 41a:r r W.t w and eliminates the sidewalk that �' �i use of tiebacks for l�� � ” heights a roachi approaches the bridge with architectural treatments added to b pp 11 v the railing produces a dramatically improved visual impact.As ''� 15 feet. We recently ,. � „ a '' '' . utilized steel sheet an example of this is KCks Elkcam Waterway Bridge recently CIP Fascia '' ' ''' pile bulkhead walls in constructed in Charlotte County. ` 7.,` `Steel Sheet , -- coastal environments . _. Pile and provided an Our team understands the importance of maintaining traffic Picture 3:Steel sheet pile with UP cap extended concrete cap during construction and the County's preference for an off- under construction over the front face of site detour to decrease the length of construction time. We he wall to provide recommend the use of an off-site detour,yet we also understand additional corrosion ' M ; the importance of the public's input and minimizing impacts protection and give '''''-1"'.---'- r to local residents. The use of functionally-classified roadways the appearance of a tr` ' ,, ,, . - is typically preferred for off-site detours rather than placing concrete wall (Pictures ' K' . additional traffic volume onto local roads. Proper signage will 3-6). This type of : encourage motorists to use off-site roads,such as Bonita Beach system will allow � * �. '' xr 4 Road and 11 1`}'Avenue North to access US 41 as an alternative the wall extension to FlnishedW ll?: :::V4,-",,A north-south route. Wiggins Pass Road will also be utilized to , as match the appearance " ? � 1 �--s detour local traffic to US 41 as shown on Figure 1 on Page 7. If of the existing wall and Picture 4:Steel sheet pile with CIP cap an off-sire detour is used,only one bridge would he constructed provide the benefits of finished at a time to maintain access to the residential condos minimum faster and easier construction. j between the bridges being replaced. For the bridge culvert over Tidal Pass, we anticipate the use r full road closure was successfully implemented for A of precast box sections with the possible use of CIP or precast construction of the new bridge over the Cocohatchee River and wingwalls and headwalls. Allowing for CIP wingwalls and there was significant cost savings by utilizing an off-site detour. headwalls provides some flexibility for field adjustments. KCA However, should public sentiment discourage closing the road is also aware of proper construction detailing to maintain 1 completely; staged construction of each bridge would permit water flow while constructing the portions of the culvert in dry maintaining a single lane of traffic ar all times. A temporary, conditions. signal could be utilized to permit one-lane, hi-directional A successful bridge design will be aesthetically-pleasing and traffic along Vanderbilt Drive at each bridge location. Figure 2 compatiblewiththesitethroughproperattentionto form,shapes, [ on Page 7 demonstrates the traffic control setup during use of and proportions. Attention to detail is of primary importance a temporary signal. in achieving a continuity of line and form. In general, KCAs As a safer and less costly alternative to a temporary signal, Bridge designs follow the rule of"form following function"and one-way traffic could also be implemented along Vanderbilt excessive components added solely in the name of aesthetics Drive.This would eliminate potential conflict with the existing are avoided. The -� signalized intersection at the Marina Bay Club entrance and Co -Eer Co nt ' ,(_,'' Packet Page -655- u. ,Taff i. F-:.,,)::::::A ;euo, ,7-177 4 e 4 ii w,x;r e r t m s 'z `z, - ..: y � $� ' 's'.xxa, td�'� 'r Y^$ ": �...i t4' „t, ;-e-s '�r '',�<:_ f%a,3�z,�/s __..`3 .;, ., .. ..,.. _ ,i t+ „t2 r z s" a,v Yz x'ta. "£^£ a., . � , ,r a. �m ._-_ ; 5/27/2014 16.A.17. i. prevent blockage of the intersection. Based on the traffic data to assist with the topographic and control survey and collected, the northbound movement is a little higher than existing underground utility locations within Phase IV. the southbound movement along this segment of Vanderbilt While it is not known when the FPL conversion will be and a one-lane, one-way northbound roadway could be complete, FPLs current aerial location to the proposed implemented with less impact than a complete road closure. bridge will require close coordination to ensure NESC RCA has successfully designed staged bridge construction and OSHA clearances are maintained. This may require using temporary signals on previous projects. If staged temporary box-outs (build around) of their existing construction were used, our team would align the new bridge aerial facilities to maintain service. Should the aerial over Little Horse Pass to allow for two lanes of traffic to be to underground conversion be complete prior to the built on the new bridge during the first phase, using the area start of the bridge construction, RWA will have already of the proposed sidewalk for vehicular traffic, and constructing completed the survey of the facilities, so impacts will temporary pavement to permit two-lane, two-way traffic be avoided. during the second phase of construction, as shown in Figure Comcast Cable facilities include coaxial and fiber optic 3 on Page 8. This would significantly decrease the amount of cables that are attached to the existing FPL distribution time the public would have to experience one-lane traffic at this pole line. Their facilities will be relocated as part of the location.Tidal Pass (#030178) bridge could be constructed in . Phase IV MSTU aerial to underground relocation as stages,as shown in Figure 3 on Page 8,simultaneous with Little previously described. Horse Pass (#030177) bridge by using a temporary signal or by implementing one-way traffic after the first phase of Little Collier County Utilities owns and maintains a 12 inch Horse Pass (#030177) bridge construction is complete. steel water main on the west side of Vanderbilt Drive with an offset that varies from 30 feet west of the travel lane to a point above the wing wall at both existing Omni will lead the utility coordination efforts for this project. bridge structures. Our team proposes to relocate the During the design phase, coordination will be completed with water line to the west side of the existing pedestrian all Utility Agency Owners (UAOs) within the project limits. bridges in order to minimize conflicts with the proposed Our team's up-front coordination and on going working bridges. We will evaluate both aerial and subaqueous relationships with the UAOs will be a key element in the crossings at the bridge locations and coordinate with project's overall success. OMNI understands that obtaining the County. In addition to the water main, the County as-built drawings from each UAO immediately after notice to i owns and maintains a 12-inch cast iron sanitary force proceed is an important part of the coordination process. This i main on the east side of Vanderbilt Drive with an offset information will be incorporated into the plan set as the plans ( that varies from 17 feet east of the travel lane to a point are developed and used to identify and assist in the mitigation outside both existing bridge bulkheads. The County's of any potential roadway improvement conflicts.A plan will he as-built drawings indicate the force main was placed developed for each relocation activity to ensure all UAOs have with a 30-inch minimum cover along the roadway and a thorough understanding of the time frames and locations to directional bores at each existing bridge crossing with avoid any delays. 36-inch minimum cover at the channel bottom. The Seven UAOs were identified within the project corridor: County also has standard manholes housing 2-inch Air Release Valves along the eastern R/W. We believe there CenturyLink Florida Power &Light will be no impact to the force main at the proposed box FP&.L Fibernet TECO Peoples Gas s culvert; however, due to the shift in the centerline of t Collier County Utilities Comcast Cable ( the bridge over Little Horse Pass, the force main will Collier County Traffic likely be impacted. Our team proposes to vertically Ops and horizontally verify the location of the force main and coordinate with the County to either relocate the Specific items to be noted include: ! force main or construct the bridge elements around r Florida Power and Light Distribution (FPL) owns the existing force main. RCA is very experienced with and maintains an aerial pole line at the western R/W utility relocation designs as well as designing around of Vanderbilt Drive throughout the project limits. Our j existing facilities to minimize construction costs. team has worked closely with FPL engineers on past CenturyLink has multiple conduits with fiber optic projects and our contact with FPL has indicated this area and copper twisted pair cable attached at each bridge is part of the Phase IV aerial to underground conversion PP P ° crossing within the western R/W. CenturyLink has between FPL, Collier County, and the Municipal requested conduit space be provided on past bridge Service Taxing Unit (MSTU). RWA is currently projects and this should be considered on this project working for Collier County TECO Peoples Gas facilities end south of the project Con to - C ty Packet Pa ge -656- TLL L -.:114,30-0-*RdIVANZMASATerNOVVIWFM14.4811*0:4W.Mtga*ligNIMAgalatief 09'4• 410P431-***34;grAVVW0615:004120:g!""114PISigirt';'' 61.41:i1"1:Palal"''''T 5/27/2014 16.A.1 7. I limits at Dunes Boulevard and Vanderbilt Drive and will not be involved in this project. Environmentally, our approach will be to minimize impacts to the mangroves and wetlands on the east side of both bridges through the use of temporary and permanent sheet pile walls. We will coordinate with the environmental agencies related to permitting and anticipate the following: c South Florida Water Management District (SFWMD) —General Environmental Resource Permit Fl US Army Corps of Engineers—Nationwide Permit#25 Structural Discharges c Florida Department of Environmental Protection — a National Pollutant Discharge Elimination System (NPDES) permit should not be required because the project is <0.5 acres. However, we will need to submit a Best Management Practices (BMP) plan to SFWMD as part of their permit. c Sovereign Submerged Lands Easement — will need to get easement for replacement structure. r) US Coast Guard (USCG) — will need to coordinate with USCG. c National Marine Fisheries Service (NMI'S) — will need to coordinate with NMFS on Essential Fish Habitat (EFH) and potential construction impacts on threatened and endangered species. E US Fish and Wildlife Service (USFWS) — will need to coordinate with USFWS on potential construction impacts on threatened and endangered species. Public involvement will be important to the success of the Vanderbilt Drive bridges design project. This public involvement program will include efforts tailored specifically to the suriounding communities including Marina Bay Club of Naples, \Viggins Bay Dock Owners Association, The Anchorage,The Grande Preserve at the Dunes,The Old Collier Golf Club, and Vanderbilt Partners. CMA will design and implement an extensive public outreach program,including agency coordination,outreach to the media, business and community groups, and the general public using appropriate methods and tools to solicit input and provide details on the project. Newsletters will be mailed to elected officials, agencies, property owners and tenants to announce public information meetings. Program elements will include public information meetings, small group meetings, project hotline,website (if requested), legal advertising, advertising on Collier TV and newsletter communications. 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Aa `�� 7 r-E f 1. ��t i: ...41'1'..,- ,.4.11,...'�>� � � ?� r rr ',,:,-.11,4,7i-5:11.�, ��, yip�r,. � � ur �3' '�� �”y, -. � At�'��'k�^Wr^w.x� i*">E��`d�'r�Sn`, ». ,..a7;�,r ,we # [ his � ,� �1 : w Packet Page -660- ,r r , ,. w?-€ u :::'''(a ' n k , a,'!":',i" �'' a ° ''( :4' '�r4 t' ": : .,7, '' `" z.t v, �,ir0: w. . ,".1, `-.. id43k F --„1Jxf: '1"r' '- Y,y,.. , -; ,,,, ,- `ky t e.1! .;u`cc r q Y .•,u} ",,' '"uu ^,„ '`.. , ,Y ','R ' .. A „.7.,..,-,-::: 4 << ' 5/27/2014 16.A 17•' —...'17 8 2 , y 1 .r y a� Cc? t'"4 „ E �. ,_ , „,t #a. ' + , xa ', -�: i„. ,, ” , -4,-' ; n„ § V , ' r .t .,, ai s - „r.,`,,) , x ;�s Y`y„..°.' r x at a.,::-.1-, 1. ,hard r y ,,-., yi ,,-. , ,�, ,t . Pr �J a t y i e i < 4- 4,, ,, Yt,,,,,,, L,:.,,'+,` ^,rg'. �`.:i. !- F .t a'`s f r... -,a J' A ; S 'S !:?- ° .7 r 'a"' ';#, a .,,,° '+s ra " �. ' s It"oa 7x i�. 3 s �a }�M L[s w W � i a + t �a+f J s ti a , ..y,� .din ";s�.?�evs*., °'��, ,r�a+��. . '��y�7 y3� �§� .nd"a-a '�� c,.7+.,��'s� v .�,.s� +r.�-. �2s 3.n F -��� ,c_ ; � t, .v.,.f� :��� _.s".d�x gym.a,... � �, �G-`• Project Schedule that have been thoroughly checked and reviewed by highly- qualified professionals whose reviews allow the bidding, KCA is committed to excellence in engineering and consulting construction,and final cost to be within the established budget. and executes its work plans focused on ensuring the best interests the},also expect the project to be of high quality; free of errors of its clients. We have an experienced staff and resources to and omissions, and completed on time. These expectations are devote to this project while maintaining schedule and budget in complete agreement with our team's goal. requirements. Our team's schedule reflects a coordinated effort between various disciplines depicting the relationship between ` :2— • - successive subtasks and their predecessors. KCA can adjust KCA has strong company policies on quality, employee the schedule according to the County's needs and compress workmanship, and error prevention. Our QA/QC process it by adding additional staff and resources to shorten critical emphasizes the prevention of quality problems such as errors elements, while satisfying all budget requirements. Upon or omissions and corrects problems as early as possible to contract award, our initial approach will consist of working minimize cost and impacts to the project schedule. The QA/ closely with the County PM and technical staff from all related QC component of our organization is as important as any disciplines to refine the scope to ensure all unnecessary efforts other component or discipline. The origination of the design and corresponding costs are eliminated. Once the scope and and plans is only one component of our multi-step QA/QC schedule are considered final, we will hold a project kickoff process. Our QA/QC process includes a five-step QC process, meeting to communicate the objectives of the project to the a peer review, constructability/bidability review, QC tracking team. and management, and final assurance and certification that the Regular tracking of work efforts completed and time expended QC process was followed. provide the PM with the best insight on a project's progress. _ v_ „ RCA utilizes a real-time computer timesheet linked to our accounting project management database to monitor work KCA's QC begins prior to notice to proceed with the assignment °fforts and associated fees on each project. Schedules for all of highly-qualified staff and a project-dedicated QA/QC team. projects are maintained on a central board that can be reviewed The process began with our Letter of Response and continues by staff for conflicts and peak production times. During our through the proposal with items such as review of data,checking weekly project management meetings, upcoming submittal of proposal material and concepts, and our presentation. Upon dates arc discussed and coordinated with production personnel selection, KCA will develop a Project Quality Control flan to meet schedule goals. Computer printouts of work efforts to (PQCP) that we will submit to the Countys PM, Margaret date versus projected efforts based on the critical path method Bishop, EE., for review and comment within 20 days of the project schedule are also used by KCA's managers to review written notice-to-proceed. progress. In advance of the notice-to-proceed meeting,KCA's PM,Julian KCA's tracking system can produce reports for the PPv1 that Gutierrez, PE., will verify that KCA and its subconsultants account for the total time spent on a project, time spent on have comparable QC Plans. Each subconsultant will follow a specific task within that project, and project budgetary the approved procedures, document their QC activities, and data. This data will be provided to the County's PM for provide a copy of each document to KCA. KCA will log the monthly review and analysis on a monthly basis in time for documents and make them available for any compliance audits. the County's PM to provide up-to-date schedule information { Subconsultunts will certify their work is being performed in for presentation at internal production coordination meetings. accordance with the approved PQCP prior to submittal of All of KCA's electronic project files are backed up and secure any document to the County. KCA will be responsible for and software support is available for all projects, providing subconsultants' utilization of this PQCl. Mr. Gutierrez will additional reassurance to the County that schedules will never be the primary County contact and will ensure that all work be im acted b lost ro'ect data. complies with our PQCP throughout the duration of the P P 1 project. KCA's QA Manager, Douglas Stoker, P.E., will assure Quality Assurance/Quality Control that the PQCP is adhered to through internal audits and KCA's goal on each project is to prepare documents free of certification of all deliverables. errors, complete with accurate data, meeting all applicable KCA will provide QA/QC based on our standard due care ,tandards and criteria,and in compliance with the requirements process.At the onset of the project,before any work is initiated, established by the County. The County expects the delivery of Mr. Gutierrez will conduct a kickoff meeting that will include contract documents and services key individuals and subconsultants from each design discipline Co°ibaer Comity Packet Page -661 1 ° y C vile , )ci:.wi: '�,S Sr... ... ..tE4 , — ` '" ,�. r d- � .',NV . , ,�, , . ;$ , '�a. °` n :' ; Z _ : i * , .. 5/27/2014 16.A.17. :7::, to review the work plan and the PQCP. He will present an I reviewers and design staff from each design discipline to discuss overview of the project that includes a project description, the project issues from the previous submittal, submittal scope of services, project budget, and schedule with milestone schedule, and the QC process. The QC reviewers are given dates. Mr. Gutierrez will also distribute a copy of KCA's QA/ the material they are to review along with the applicable QC plan as well as a copy of the Quality Control Certification checklists. Sufficiency checklists, as included in the FDOT's Letter that is required with each document submittal. In Plans Preparation Manual, the FDOT's Structures Detailing addition, the staff will be made aware of pertinent design Manual, permit application manuals, and other in-house criteria for the project. The criteria will include specific design checklists will be incorporated into all phase reviews to ensure guidelines and standards, governing agencies' environmental that required information is provided with the submittal. permitting requirements, and any other pertinent directives. These requirements will be highlighted to achieve a unified team working toward our common goal. KCA's wholly-owned subsidiary, KCCS, CEI personnel to review the plans for constructabiliry and bidability. Constructability reviews are based on the CEI staff experience KCA uses a stringent five-step QC process to ensure that all with similar County projects, with special attention to the reports, recommendations, and designs developed during the project details. These reviews will ensure the project can be project are thoroughly checked and reviewed by qualified constructed and reduce the amount of requests for information professionals. The plan is documented using a responsibility from the contractor. Bidability reviews ensure there is a correct sign-off stamp (pictured at below) and color-coded markups pay item associated with all elements of work and that the to track the checking and back-checking that occurs during quantity book is accurate, complete, and in accordance with the development of a project. All participants in the checking the Basis of Estimates Manual and Construction Project and back-checking procedure will utilize a responsibility sign- Administration Manual. These reviews will occur prior to the off stamp to organize and track the procedure and to signify 90% and 100% submittals and will be accompanied by the the completeness Phase Review Checklist, a marked-up set of plans, and the and accuracy of each FEE € UALI YC ONTRa. review comments and responses. participant's part `e a"«6€ of the procedure. S �. ,.. Based on the OR COO R Th: KCA's PM will schedule,track,and document the QC review of current Scope of )' each phase submittal.The PM will establish and maintain open Services, our design - communication channels with all team members to exchange professionals will ICo r-Red vital information and maintain accurate and current project follow our internal +a = files. Mr. Gutierrez will utilize a QC review log throughout QC processes to (Yellow over Re;: the project to eliminate oversights and omissions. The log will review the plans, l include document reviews and corrections by Originators/ (Oranges OR V `- ualit Reviewers for each submittal with appropriate calculations, reports, G npa Quality f h PP riate columns p and all other support - for recording the required checking and back-checking documentation 0°44' t4ecssar Seas:acl( r'81° initials and dates. The PM will be responsible for reviewing i n c l u d i n g tt , , - *nk4ae subconsultant's deliverables and QC documentation to ensure am, � per„ computer-generated "`' the deliverables are complete and are compatible with all other calculations, quantities, cost estimates, project evaluations and project features. studies. Plans-in-hand field reviews will be conducted by the PM QC reviews will be coordinated on all work and documents with the Originators for each work discipline. After each field prior to any submittal. Quality Reviewers will have access to review, Mr. Gutierrez will document, incorporate, and verify all deliverables and pertinent documentation including raw E the applicability of comments and questions raised from data, survey data, field notes, studies, reports, plans, hand the field review. He will prepare minutes of the field review and computer generated calculations, quantity computations, i meeting and distribute them to applicable staff, with copies to and previous submittal comments and responses. The the project files. Quality Reviewers will check for economy, constructability, All QC-reviewed documents and checklists will be retained maintainability,accuracy,adherence to standards andguidclines, in an organized file until the end of each phase submittal, or adherence to project specific requirements, completeness, and included with each submittal if requested by the County. KCA format. also scans QC documents and retains the electronic version in Our QC phase review process begins with Mr. Gutierrez, a project directory. Electronic versions are also available for the KCA's PM conducting a meeting that will include the QC County's records if desired. na / Coj ier Co my Packet Page -662 .ate, 2 ) . V - ,: may � �n 5/27/2014 16.A.17. _. KCA's QA Manager, Douglas Stoker, P.E. will review the QC € I log and the QC documentation prior to each submittal. An log Independent final spot-check of the QC documents will be performed prior to submittal to the County. His review will include all work completed by subconsultants. Once Mr. I Stoker is satisfied the document(s)are ready for submittal,both he and the Principal-in-Charge will review the documents and sign a QC certification letter that signifies that the PQCP has been adhered to.At the completion of the QC review, the KCA PM will prepare one electronic and one hard copy of the Phase Plan submittal to be submitted to the County's PM one week prior to the scheduled Plans submittal for his review. { { { Co Tier Count,, ; _- Packet Page -663 .�4 zit._.__ ,�_u«t.�a n_ .�...�E Y �,.,, t , P .„�•,,.�'"�"~+�...>-�,,z� �e:f-.»�.�- fry_ 5/27/2014 16.A.17.i. _ N ., e s ry — m. = " c I 6 ' 44, ee i w u — a g r .- u n. 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' - 'r u ; '''P '*,40',`.',„;', d . v+� s t � F .'a ''' M r ` . r ,' t" _, 2∎r. z s ` t 5. e r a ' ` `x q. * a l 3 d"5 i, K' ' � 'a c d x ,a .xiG e 665,,,,t zn yt xC' 1 z , t II,,,,,, -- Packet Pagx 'r fi .r' � "3 <. ,. � a , - :. � , -�-. 5/27/2014 16.A 17 ,!y j" / .�y R' _,� � , 1 i,� �' .° r—. '[j��' p� ,.� 4� ,�4 E' E r f-.€`€ t 77177,..„,,,,,,5 ° t" -�`�t. oY rY �t'- -\� ffi.... 1@ �> A `.i+. 4 *ap °F*- tsd t- % -. fi ts,E � -r #--.`t . sue.u r x_;tu �.�- .,i x � s'L z"t., r'..`.`3�? �x� ,��r-���:��,, -•:`� � �¢�".�4'�`'^` �< .� �-�u �F+ .€k r � Staffing Quantify and Availability b1[ffy o Unde a1 e this Project Our team provides a tremendous amount of resources and experience along with extensive history in designing, constructing and managing projects of this magnitude. We have all necessary resources available for this project with the ability to provide additional staff if needed to complete the project safely and on time. Even though this project may appear to be relatively small, it fits our team's template well due to the very challenging issues such as design, permitting, phase construction, traffic control, and utility coordination. Our team is very committed in seeing this project through design to completion and has a proven track record of working closely with owners to not only assure a early delivery but a safe and high-quality project as well. KCA employs more than 60 design professionals, exclusive of inspection and information technology staff. KCA has recently completed and will soon complete a number of significant projects and has ample staff availability for this effort. The dedication of staff enables RCA to meet their clients' goals by working overtime during peaks and improving their technical skills during some of the valleys. Our team has the staff immediately available to begin work on the Vanderbilt Drive Bridge Replacements for the County as illustrated in the organizational chart below. ORGAMIATIONAL CHART c !t � . O Years of Experience /°Availability ter. 3� moo- . w Margaret Bishop,P.E. F la kle ,,v ',' --- ` - ., � r� c �b s � iha a'' 14 P: i e R,4 x 4111 "t ,t 7 c ° _ (29)Paul G. Foley,P.E. 10% (23)Julian Gutierrez, P.E. 80% (19)Douglas Stoker, P.E.25% (813)871-5331 (Phone) (813)871-5135(Fax) jutierrez@kisingercampo.com � r a�t ' mot^�k16h g` mat 3 -.. .�+�p�; „-. , ,,,- "�a z,: , z, , �:b`!- �„G# ikl .;n...�42 �., + &�` r.x.m(?.�zf E• s, ,----,, ,- °,r.Vi"r',at`f,°lF�..,�G .r^fX�l t4W- Structures Design Engineers Deputy Project Manager Drainage Engineers (12)Jason LaBarbera, P.E.75% (16)Chris Meares, P.E.70% (26)Ali Tayebnejad, P.E.45% (9)Carlos Layrisse, P.E.60% Roadway/Traffic Engineers (18)Tara Spieler, P.E.40% (8) Patrick Mulhearn, P.E.65% (27)Darren Brandes, P.E. 50% Environmental Permitting (8)Sam Cullum, P.E. 60% (13)Erin Lawson, P.E.40% (32)Mark Easley 45% (16)Fathy Abdalla, Ph.D., P.E., PTOE 40% Ubthns ll�nf5 o1. a a r" �+ s ^ :',t:ik� re. ` a r o•tt,--i t Omni Communications.LLC RWA Consulting, Inc. Ardaman&Associates, Inc. Cella Molnar&Associates, Inc. (32)Mike Clark 80% (31)Dennis Miller, P.S.M. 55% (17)Kris Cella 30% (21)Shannon Wright 30% (20) Michael Ward,P.L.S. 50% (33)Gary A. Drew, P.E. 25% (12)Jennifer Doming 20% (14)Rick Korneff, C.S.T.50% Co tier County � � Packet Page 666 ,., ., .a�, . aa �.t,r.. i o$ . . :. g , , ! 1, ZE /2014 16.A. I The strength of our capabilities in bridge repair design and replacement emanates from experience gained through over 35 years of bridge contracts, specifically with Hillsborough County, Pinellas County, the City of St. Petersburg, Charlotte County, and FDOT. Our extensive experience includes large and small projects with greatly varying levels of complexity.We have completed similar designs fur dozens of vehicular and pedestrian bridges. This experience results in construction plans that can be carried out with minimal burden to Collier County. The structural team's experience in construction techniques, materials, and quantity estimation is invaluable in producing a successful design that can be constructed with minimal conflicts. KCAs designers remain involved throughout construction for the majority of our projects. We performed construction field reviews, shop drawing and material reviews, and CEI for many of our local government projects. This experience provides our structural engineers with invaluable knowledge of both construction costs and pay items that may otherwise be subject to overruns. Our full-service in-house staff provides bridge design, environmental services, and CEI, along with extensive experience in coordination, communication, and organization with a stable core of long-time employees. Our in-depth experience with public entities, shown below, specifically in bridge repair and replacement design and in-house standardized construction details can provide great efficiency that can be passed on to the County. With our corporate office based in Tampa, we also provide more flexible and responsive contract services than the corporate structure of our national and international competitors in working directly with the County. 1 € bi` ,; in,.��....{. .,..•...�:t.... � s. .. ?...lv....:..xti+,�.,,..,;am�a r„w,�. e r .�u. ..m..;.na»+�s�. .9:. S.. s '.�z Description:KCA prepared final design plans for two coastal structures,updating the existing conditions to meet Americans with Disabilities Act (ADA) and safety width requirements.Flat slab bridges that consisted of nine prestressed slab units with a 6%inch thick CIP topping for the suaerstructure were used.Fibrous concrete and MMFX-2 steel was used.The substructure bents consistec of six 18"square prestressed concrete piles and a CIP concrete cap. Steel sheet piling is provided for the abutment .'W* protection along the causeway.Julian Gutierrez, P.E. served as the Project Manager. KCA received z3+ Project of the Year Award from the American Public Works Association for this project. Client:Pinellas County;Client Contact Information:Tom Menke,P.E.(727-453-3611) Contract Value: $5.7 M Services Performed:Prime consultant.roadway,structures,drainage,permitting Completion Date: 12/2009 Project Relevance: Accelerated construction, utility accommodations, pedestrian features, coastal environment 51 v" tt rj ..9 QI* €444" , 'fN i . ca`Y ..,., Description: KCA prepared final design plans under a design-build project delivery for the removal and replacement of the two Elkcam Waterway bridges. Accelerated bridge construction utilizing precast slab units with a cast-in-place topping were used to minimize construction duration. Each ' bridge accommodated two lanes of traffic and sidewalks with decorative handrails to blend in with the existing community. KCA led the coordination efforts to obtain the required federal, state and local permits.KCA also assisted with coordination with existing utilities and providing resolution alternatives of unlit}-conflicts. {r •' Client:Charlotte County; Client Contact Information:Charles Koons,P.E.(941-575-3660) Contract Value: $3.4 M Services Performed:Prime consultant,roadway,structures,drainage,permitting Completion Date:08/2011 Project Relevance: High aesthetics, accelerated construction, pedestrian features with meandering sidewalks on approaches ),47w �m�ti��°.5 �.,; �x E ,�,.� r,�r,� rtf cam. Description: KCA provided engineering services to Monroe County,FL for the repair of five bridges along Card Sound Road, including the high-level bridge over Card Sound and the stage constructed deck replacement of a low-level bridge which are all located in the highly corrosive environment of the Florida Kevs.The deck replacement utilized stage construction and accelerated construction with the WA. use of precast deck panels and a CIP topping to minimize disruption to the traveling public.KCA also - rovided all required permitting in the pristine natural estuaries of the Keys. Client:Monroe County; Client Contact Information:Judith Clarke,P.E.(305-295-4329) Contract Value: $5 M Services Performed:Prime consultant,roadway,structures,drainage,permitting Completion Date:05/2008 Project Relevance:Accelerated bridge construction with precast slabs and cast-in-place topping d�9Y Fq`� "d " 4 '°.'YCS 'I4 1.� C�' f I E G �t I e �� � `"� ��� 4��`` 4€ t k t 1 t S F t t S x� �5lr�w, � ���`rr�r.€r` �^*c mr� :_; €av✓� ''r-�c Description: Replacement of 8'x5'single-barrel box culvert with double 6'x10'box culvert over tidally influenced creek into Boca Ciega Bay. Extended culvert length to accommodate sidewalks on both sides of the road. Staged construction techniques were required to maintain two-lane,two-way traffic. Included water line and gas line relocations and reconstruction of adjacent roadway approaches. .,; r144 Client:Pinellas County;Client Contact Information:Tony Horrnik,P.E.(727-464-3640) c o ier. County %7,7" packet page -667-, ;Tat S.r,<, . tri ��W TN A W °r _ 5/27/2014 16.A.17. Contract Value: $1.2 M Services Performed: Roadway,structures,drainage design,environmental permitting,MOT Completion Date:04/2011 Project Relevance:Culvert is the outfall of tidally influenced creek.Pedestrian accommodations included. Utility impacts required relocations. Descriution:This project involved widening six bridges to accommodate the ultimate eight-lane section �* x of the expressway.This required several of the bridges to be widened on both the inside and the outside. Where widening on the low side was required,modified superstructures with reduced structural depths were utilized.Two of the bridges were also designed to accommodate the additional loads due to the use of soundwalls.Julian Gutierrez,P.E.served as the Project Manager Client: Florida's Turnpike Enterprise;Client Contact Information:Paul A.Naranjo,P.E. (407-264-3429) Contract Value: S6 M Services Performed:Prime consultant,roadway,structures,drainage,permitting Completion Date:03/2013 Project Relevance:Widening of slab waterway,utility relocations KCA will be available to meet the staffing demands for these projects. Each team member will be equipped with a laptop computer to record the required documentation and communicate via e-mail. Our team will keep all records up-to-date, and will take a proactive role in assisting and guiding the County to keep all their required documentation complete and current. Responsiveness KCA's staff is readily accessible and responsive to all client communication. Communication is critical to quality performance and KCA prides itself on our responsiveness. Communication is further ensured through development of an effective Project Management Plan (PMP), which KCA develops for each project entrusted to us. This PMP provides guidance to the working group of professionals,streamlining their collective ideas toward the ultimate goal of successfully implementing the projects. Our management strategy includes: • A team visioning process to clearly define the project requirements ✓ Logically scheduled data collection and deliverable production and reviews r: Identifying methodologies for addressing details to insure quality production ✓ Strong project leadership which facilitates effective communication Our participation on design-build projects, construction services, post-design services and emergency response contracts has taught us the value of timely responses to all correspondence and inquiries.We take every phone call and e-mail seriously, handle issues promptly, and are available to meet with County as necessary to get the job done. No one is better than KCA in rising to the challenge of emergency response. We have responded to all types of emergencies including natural and man-made disasters. Our inspection department has inspected signs, bridges, light poles, seawalls, and other accidents. ;° ca The KCA Team is made up of major local firms. The projects will be managed from the following offices: Firm Office Location Kisinger Campo &Associates, Corp. 201 North Franklin Street, Suite 400;Tampa, Florida 33602 (Corporate/Contracts to be processed/ (8 i 3) 871-5331 Work to be performed) Kisinger Campo &Associates, Corp. Royal Palms Square (Local/Work to he performed) 1400 Colonial Boulevard, Suite 260; Fort Myers, Florida 33907 (239) 278-5999 Cella Molnar &Associates, Inc. 1631 Hendry Street; Fort Myers, Florida 33901; (239) 337-1071 RWA Consulting, Inc. 6610 Willow Park Drive, Suite 200; Naples, Florida 34109; (239) 597-0575 Ardaman &Associates, Inc. 9970 Bavaria Road, Fort Myers, Florida 33913; (239) 768-6600 Omni Communications, LLC 8473 West Linebaugh Avenue,Tampa, Florida 33625; (813) 852-1888 Cot firer COMM Y � i� Packet Page_668_, 5/27/2014 16.A.17. Tab IV: Staffing Quality r ‘iii6Fis . - . ivii ih, i IrSixt'k' ititkk sr.—mew °4 e rp f alai. 1 5".**,** t F � fi '� 'S -, ^4 ,a 5a' t R 1,1 , x ,* �"----__. `, ..„.... a 34`" o* , ,q, fi knflsk 2.s` 2c2rm2224.S..w..4-i.,.a....am =,++- 4 M 0- G UD v CO D_ M. •„r✓s T.,;;,"1";;;;,,,..,, °r�'<=, r t:4 X ' � ' ' p�:k 3�1# + k'u , X4 • °t w :::. , `` 7, '* ,,fi a ro-,' ' z� ' .• r As r v"Tfi s. ;." 3! 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' pa. , 1 }7 . p— t'•e s � ,F Fr §ii. ;r a ,a x Zak t" :,'}µsRfy 4 :,,kill!._ l,� 1� S� r w ., x l',',...--:."'",;.,..1f4;% s�-"qS, r r.4 ,' :x 2„i, ., ° ,::: „ i"a 7 ;. x*'e i - _x t�` :' 7 2o, ,°7x 2,i °� :11L;: :` zfi» ?P s Y „1 x. q; 7 e 4 X ; iV Y$� ,as.,.1)1 `:x rs?"3^ Ey r t,,,l f€ t s.� :,. a�, :-.;,,,,,-,-.:!,,:,,,:r.:..,:::.-,,' 3 s r ..� :, + s° :' v*"kM lay P¢p -N .-.x � "., s ">;, ,,'* -s".4�^ 'a '�cx x ^?��4+ §' ... .c . �X->x�Y,^;Kis3 'r +s,emu'^stsf, a ;:€'f ,.%"' x kt''St * c,^e`=' Staffing Quality program, as well as, the design and plans development. He specializes in preliminary and final design for bridges in both C.:,L.,-a"[Iric a t 10 t7. steel and concrete. His experience ranges in complexity from KCA prides itself on its relationships with local agencies and lead engineer on intricate interchanges such as the I-4/Lee Roy municipalities, illustrated by our outstanding design and Selmon Expressway to being the engineer-of-record(EOR) for constructability grades. Over the past five years, KCA has an numerous water crossing structures. Mr. Gutierrez was also average of 4.1 under the FDOT's new grading system and the PM on the Fred Howard Park Bridges Replacement for their grades are consistently among the highest allowed. KCAs Pinellas County. designers have the ability to produce on aggressive schedules Chris Meares, P.E. (KCA) will serve as the Deputy PM and and work closely with key stakeholders to provide context- Lead Roadway Design Engineer. Mr. Meares has 16 years of sensitive solutions. Our subconsultants have high FDOT experience in roadway, site design, multi-use trail design, and grades as well. project management. The experience gained while serving Our corporate commitment to always exceed our clients' as PM for the Hillsborough County General Engineering expectations is the foundation of our success and is evident Consultant reinforces his understanding of municipal from our exceptional grades on projects for all our clients. The government operations and strengthens his ability to manage success of this philosophy stems from our vast history with the interface between public and private entities as well as local emergency response services, experience with time-sensitive utilities and permitting agencies. Mr. Meares was the PM and design-build projects,expertise in construction inspection,and lead design engineer for the Park Street Bridge replacement wide range of design services, project in Pinellas County and the lead design engineer on HI the Upper Tampa Bay Trail Underpass at Waters Avenue for �. µ FDOT District Seven. He is also currently assisting Mr. Gary We believe the success of this project depends largely on the Putaansuu at Collier County with the evaluation of the design key staff committed to it. The KCA Team brings a unique and administration of the Oil Well Road widening. understanding of both this project and the challenges facing Jason LaBarbera, P.E. (KCA) will be KCA's lead structural Collier County. Our team is primarily located in South Florida with a strong presence in Collier County. KCA maintains a engineer. Mr. LaBarbera has 12 years of production experience and an extensive background in bridge design, He has a proven strong commitment to utilizing Disadvantaged Business Enterprises (DBEs). KCA's commitment to DBE participation background as the EOR for several FDOT projects along US 27 and SR 80 and also played a key design role in larger is evidenced by our past record of exceeding the FDOT's DBE R g io ects such as the A. Max Brewer Bride= goals earning KCA the 2010 Florida Institute of Consulting I I e Replacement, I-4/ Engineers (FICE) Award for the most DBE utilization of all US 192 Interchange, and the I-4/Lee Roy Selmon Expressway FICE firms. KCA received a letter from FDOT Secretary Interchange "Crosstown Connector," he will utilize his valuable experience to enthusiastically provide the County Prasad commending us for achieving a 2011 DBE utilization P �� l DBE with the best possible bridge replacement designs. He will grade of A+ for our 20.43% DBE utilization in 2011. be supported by our in-house structures department. From Our team as described on the following pages is made up of ! the start, he will work.closely with the team's roadway and talented and knowledgeable members that will provide Collier drainage engineers and environmental scientists to develop a County with experienced, schedule-oriented proactive project f bridge layout and constructability scheme that will result in management, dedicated QA/QC staff, knowledge of the minimized environmental, vehicular, and pedestrian impacts County's preferences and procedures, strong availability, and and provide cost savings to the County commitment to the County. Darren Brandes, P.E. (KCA) has 27 years of experience in Julian Gutierrez,P.E. (KCA),Our PM,will coordinate design CEI, bridge inspection, roadway design, and MOT design. efforts among the various subconsultants and disciplines. Mr. Mr. Brandes is a registered contractor and is considered a Gutierrez has 22 years of experience in bridge engineering and C construction expert of highly-congested areas. His wealth of project management,engineering,and construction, including field construction knowledge and MOT design experience will analysis and design of bridges and other structures. Mr. ensure safe and efficient plan for Collier County, Gutierrez currently serves as KCA's chief structures engineer. Ali Tayebnejad, P.E. (KCA) has been with KCA for over 20 His in-depth knowledge and hands-on experience with policies, standards, and procedures will enable him to effectively years and has extensive engineering experience in designing develop and manage the project's schedule, budget, and QC drainage systems. He has participated in the drainage design of numerous transportation design projects throughout Florida Comer C IG:f'tty Packet Page -670- v.,; _. <, 1. , _,:,. . 3 e % 94. ,E F 'n�-, =, .s; arff MTWsP t :,� x" , „ , *5 . /27/2014 16.A.17. and produced Bridge Hydraulic Reports, Location Hydraulic includes proficiency in Adobe Creative Suite software,ArcG1S Reports, Pond Siting Repair, Conceptual Drainage Designs, and various Internet applications. Ms. Doming is able to and conducted coordination activities with Federal Emergency commit 50%of her time to this contract. Management Agency (FEMA), water management districts, Mike Clark(Omni)has 32 years experience in the transportation and environmental regulatory agencies. industry.He has worked in all facets of engineering from design Mark Easley (KCA), a recognized environmental expert in to construction activities.Mr. Clark currently serves as a Utility his field, will supplement the County in the environmental Coordinator for various FDOT projects. Responsibilities permitting effort for this project. Mark has 32 years of include: providing the UAO with all necessary documents experience in dealing with wetland and threatened and and agreements as required by the FDOT, providing detailed endangered species in Florida and an asset to any project. He documentation for all correspondence and coordination led the environmental effort for major projects on I-75 PD&E between the FDOT's PM, Project Engineer/Designers and in Lee,Charlotte,and Manatee Counties;evaluated impacts on the UAOs, monitoring the advanced relocation of multiple threatened and endangered species in South Florida; assisted utilities, conducting utility field meetings, identifying and in the development of the Efficient Transportation Decision addressing utility conflicts, reviewing and coordinating all as- Making system for FDOT; and authored a chapter in the built drawings, managing relocation effort of utility UWHCA Wildlife Crossings Handbook for linear projects. His detailed work performed by the contractor, documenting and resolving knowledge of rules and regulations compliments our drainage potential delay claims. department's ability to permit projects successfully. Gary Drew, P.E. (AAI) is a licensed professional civil engineer Michael Ward, P.L.S. (RWA), has more than 20 years of with 34 years experience in materials testing, geotechnical and extensive experience with boundary surveys, topographic geoenvironmental work. Mr. Drew's project experience in surveys, hydrographic design, R/W, construction layout, southwest Florida includes foundation design recommendations platting, condominium documents, and project coordination. and materials testing evaluation for industrial, commercial Mr. Ward's notable project experience for Collier County and residential low to high-rise structures, transportation includes: survey PM on the Griffin Road Filter Marsh, and facilities (bridges, roadway soil surveys, pavement evaluation PM on the Collier Boulevard Widening project. and design),airports,water and wastewater treatment facilities, Dennus Miller, P.S.M. (RWA) has 31 years of land surveying, park and recreation facilities, and mining activities. levelopment, and engineering experience that includes I survey project management, survey parry chief duties, survey instrument operation, and civil design. Specific areas of expertise include ALTA/ACSM land title surveys, boundary I and topographic surveys, R/W and land acquisition surveys, volume studies, mean high water line and wetland delineation surveys, legal sketches and descriptions, subdivision platting, condominium documents and exhibits, various specialty, surveys, and miscellaneous engineering support services. Mr. I Miller is FDOT MOT certified. Kris Cella (CMA) is uniquely qualified in developing and implementing successful, comprehensive large-scale public involvement programs during planning, design, and construction phases for transportation and infrastructure projects. Ms. Cella creates comprehensive community awareness programs to gain acceptance of new projects from affected individuals and special interest groups. Projects have ranged from new developments to facility expansion programs to large-scale transportation projects. Jennifer Doming (CMA) has 12 years of public involvement experience in the private and public sectors. Having worked in government as a public liaison, she has the ability to work with I sensitive issues and complex projects. Her project management ;kills combined with her extensive experience in dealing with the public in person and via telephone communications make her uniquely qualified. Her diverse resume eoitie F Goint y �. =- , , Packet Page -671- -; t 2 a f ,,ii i - : �. i � 5/27/2014 1- . a . . _ z ,, ., .-°e r 3 -zm°, *..�°,-� r-'s l..�. �7 r s ue. ,rte— �°,n � �. y,� i iii, '.=- r� ,, - % -v- z ,-x a e. +�� ;-. ,,4,: ,,,�. - Ate _ s ' :_. _✓ .� r� -#_ o .- s s, .- �,g=s- t3. '-�,.. ' 7 it e, °" Mr. Gutierrez has extensive experience in structural design. He specializes in preliminary and .43 final design for bridges and associated structures in both steel and concrete. Mr. Gutierrez's 4 : -`^ t varied experience ranges from simple miscellaneous structures such as mast arms,box culverts, and strain poles to complex multilevel interchanges with bridges comprised of curved, steel ., t boxes, steel plate girders. AASHTO beams, and segmental concrete. Mr. Gutierrez is well :- versed in the coordination efforts required between other disciplines and facility owners. { '.° rx f Fred Howard Park Bridge Replacements, Pinellas County, Florida —KCA prepared final l.'i' design plans and permitted the replacement of the two deficient structures with new bridges : � that meet current vehicle and pedestrian design criteria at Fred Howard Park. The bridges, which provide the only access to the causeway on the Gulf of Mexico,were each replaced with � a 120-foot long, three-span precast plank bridge with a cast-in-place topping for speed of construction. A combination of underdrains and exfiltration system was used for stormwater treatment. KCA also designed improvements to the adjacent bulkheads and ensured ADA � [ compatibility.Role on project: Project Manager Responsibilities included coordination between all disciplines and the county. .:. 73 Veterans Expressway Widening from north of Memorial Highway to north of Anderson Road, Florida's Turnpike Enterprise — This project involves widening six bridges to '. .T1 accommodate the ultimate eight-lane section of the Expressway. This required several of the fi • ME,University of South bridges to be widened on both the inside and the outside. Where widening on the low side was Florida, 1997 required, modified superstructures with reduced structural depths were utilized. Two of the I :• BSCE.University of bridges were also designed to accommodate the additional loads due to the use of sound walls. South Florida, 1990 Role on project: Project Manager/Lead Structural Engineer Responsible for leading design efforts, plans production and report writing for bridge :• Professional Engineer: development reports. Florida,48879 Georgia,25330 A. Max Brewer Bridge Replacement over the Indian River, Brevard County, FDOT South Carolina.25917 District Five—This design-build project involves the design of a high-level replacement bridge Virginia,44358 over the Indian River. The replacement bridge has an overall length of 3.200 feet. This project also involved the construction of an independent pedestrian bridge that spans across a relief channel,and the construction of a fishing pier that will be of great value to the very active local •.• American Society of fishing community. Civil Engineers(ASCE) Role on project: QA/QC Engineer • National Council of •:• Responsible for supervision, QC and coordination for the design of the approach spans for Examiners for the replacement bridge Engineering& Surveying,31141 I-4/Lee Roy Selmon Expressway Interchange "Crosstown Connector", Hillsborough County, Florida, FDOT District Seven—As a result of the Tampa Interstate Study.the need for an expressway-to-expressway connection between 1-4 and the Lee Roy Selmon Expressway was identified to allow easy access between these two facilities and eliminate heavy truck traffic on local roads. This project involved the design of new alignment featuring a multi-level directional interchange to the Crosstown Connector route with the Lee Roy Selmon Expressway. Improvements included several major and minor ramp and connector bridges, as well as the widening or replacement of several mainline bridge structures. There are a total of 32 bridges with an anticipated project cost in excess of 5300.000,000. KCA prepared final : . design plans for nine of these structures,most of which are curve steel box girder bridges with lengths in excess of 1,000 feet. Role on project: Lead Structural Engineer I-275 Bridge Shoulder Widening—This project consists of widening to provide 10-foot wide shoulders. Project limits extend from SR 600/ Hillsborough Avenue to Yukon Avenue along SR 93 (1-275). This project also includes adding under deck lighting to the bridges, widening the outside shoulders to match the new bridge shoulders and adjusting the roadway lighting to accommodate the bridge widening. Other features include the addition of ITS conduit within the barrier wall for connection to existing ITS facilities. overhead signage and pavement markings.and resetting of guardrail. All median guardrail will be removed and replaced with i median concrete barrier wall. Role on Project: Structures Engineer-of-Record , Go fie County - (_.'17:%?`" . r J` Packet Page -672- :77 ,� E.v , . . c: 1 . z. , ... n -nm; P ia; -4fi r . , _ a - � t ' a i , �� f „ � :: f ; � 5/27/2014 16.A.17 m,x. ,. .. �, , a� � � , ; . � tea` , :% ;�t", ,g c 'gyp"� yryrh.r« ?+C, 'u 1,-," d`fmbJ! i �e p &V i i/E F�k a ` p : ,'f' $1 ry. q �' e. 1 € n '} r_ e 1 Mr. Meares has extensive experience as a roadway design engineer and civil site, design E 1 �, ),Z '1, engineer Ile has designed and managed projects for numerous private clients and city. : u' i county, and state clients as well. He is experienced in the design and permitting of public 1 -..,,, x" ' and private sites including water, sanitary sewer,paving,drainage, and grading and is also f �� �std �t"�� .�,. �� �;�A j experienced in providing CADD support for roadway and drainage projects. 1 ,� ='� tea" 1 I „ ' 44-if-441P4 f , rt ( Hillsborough County Transportation Task Force(TTF)Infrastructure Improvement i Program, Hillsborough County — KCA is part of the team serving as General 1 t'3 c»,mj Ay��t xA�,. '.r ,,,„q ' ° ,- t j Engineering Consultant for Hillsborough County Public Works to manage the design and t a, ;` ' ' construction for the TTF program that will provide infrastructure improvements to `' improve safet) traffic operations and reduce congestion for motorists. This wide array of 1 r ” I improvements includes roadway widening. intersections. new signals. transit and € I ` I advanced traffic management systems (ATMS). In addition to managing general civil I i '* , consultants.the team provided contract management and administration. planning,design. € 1 1 '# ; construction management, technical evaluation and review of projects documents, 1 programming budget.invoicing and funding analysis. II I 1 Role on project: Project Manager C ' ) US 17 from CR 764 South to DeSoto County Line Reconstruction, Design-Build — i f j This design-build project, located in Charlotte County north of Punta Gorda. involved the . reconstruction of a two-lane urban facility to a four-lane facility that would accommodate I ' widening to the median to a six-lane ultimate section. The southern two miles was f • 16 I constructed to a suburban section with a curb and gutter on the outside. The northern 2.5 { miles was constructed to a rural section. Three new bridges were designed and constructed I I next to the existing structures that were modified and upgraded. Environmental and •:• BSCE drainage issues included gopher tortoises. scrub jays. FEMA no-rise certification. i University of South Florida, i floodplain impacts. and wetland impacts. KCA was responsible for all aspects of the 1999 project including utilit) coordination with the owners. obtaining permits. lighting design. traffic control.signing and marking,structures.and CU. - i Role on project: Roadway Design Engineer • Professional Engineer,Florida, Design of horizontal alignment.vertical alignment,and cross sections 62955 '. •:• Utility relocations,drainage analysis •:• FDOT Maintenance of Traffic- Maintenance of traffic design Advanced. TTCM62000376065 SR 60A(US17 to SR 60), FDOT District One—This project consisted of the preparation f 1 • FDOT Design Exception& ' of construction plans for the widening and reconstruction of SR 60A (Van Fleet Drive) Design Variation Workshop j from Wilson Avenue to SR 60 in Bartow. This project consists of 1.2 miles of four-lane rural roadway design including traffic control plans. signing and marking. right-of-way I .. plans. and drainage improvements. KCA was also responsible lbr all environmental American Society of Civil permitting including SWFWMD applications and a three span. stage constructed ' Engineers_398238 ' AASHTO beam bridge carrying US 17 over SR 60A. • Florida Institute of Consulting Role on project: Roadway Design Engineer Engineers(FICE), Corporation Maintenance of traffic design Assisted with roadway plans production € , CR 39 over The Little Manatee River — This project included replacing the existing two-lane bridge caiTying CR 39 over the Little Manatee Riser with a new 120-foot bridge NN ith sidewalks in southeast Hillsborough Count). KCA designed bridge. roadwva). and traffic control plans for the staged construction of the new bridge. The project also included h'draulic and scour analyses as well as floodplain compensation and permitting. '€ Role on project: Roadway Design Engineer Design of horizontal and vertical alignment.cross sections.and pavement design including roadway plan production Utility relocations.drainage anal)sis MOT design which included the staged reconstruction of two lane.two wa) bridges undergoing scrtical realignment o ise> Rnty .2,1» Packet Page-673- - - - - E" w .-t, f 5/27/2014 16.A.17. D" TA I�IC Visualization CO TN S If LT I IN(113 Civil Engineering 1 lk V Vi... ,l Surveying & Mapping May 14, 2013 Tracey Saulsgiver Senior Proposal Coordinator Kisinger Campo &Associates, Corp. One Tampa City Center 201 N. Franklin Street, Suite 400 Tampa, FL 33602 Subject: Letter of Intent to Team, Vanderbilt Drive Bridge Replacements- Collier County Dear Ms. Saulsgiver: RWA is pleased to provide this letter of intent to provide professional services related to the above listed project. This letter is intended to document RWA's commitment to work as a sub- consultant to Kisinger Campo & Associates, Corp. on this important project. Please do not hesitate to contact me if you have any questions or concerns. We look forward to working with you and appreciate this opportunity! Sincerely, RWA, Inc. y I A 1 Michael A. Ward, PLS Director of Survey, VP cc: 6610 Willow Park Drive,Suite 200,Naples,Florida 34109•239.597.0575,fax:239.597-0578•www.consult-rwa.com Packet Page -674- 5/27/2014 16.A.17. CELLAMOLNAP S A S S O C I ATE S . I N C May 8, 2013 Tracey Saulsgiver Kisinger Campo &Associates,Corp. One Tampa City Center 201 N. Franklin Street, Suite 400 Tampa, FL 33602 Re: Vanderbilt Drive Bridge RFP Collier County Dear Tracey: Cella Molnar & Associates, Inc. is pleased to be included as key member of the Atkins. team for the referenced project. Cella Molnar&Associates, Inc., established in 1996, has six full-time employees and has conducted over 150 successful public involvement and community awareness programs in Southwest Florida over the past 17 years. Cella Molnar & Associates commits our full support and resources to your project team and effort, and we look forward to working with you. We understand that the scope of services to be performed by our firm include, but are not limited to, Public Involvement and Community Awareness. Cella Molnar & Associates' experience conducting public involvement and community awareness programs on infrastructure and roadway projects includes several utility projects for the Florida p Department of Transportation such as their Vanderbilt Drive Bridge Replacement at the Cocohatchee River Project and the Jolley Bridge Project. O V If you have any questions or require additional information, please feel free to contact me. Thank you. z UJ W Sincerely, Cella Molnar&Associates, Inc. Q; a O Kris Cella, CEO O v s , m n t9 Z- z z a 1631 HENDRY STREET • FORT MYERS, FL 33901 • T 23c.337.1071 F : 239.337.1076 • WWW,CELLA.CC Packet Page -675- 5/27/2014 16.A.17. Oflun Communications Spri Coordi,nrdo,,.Pub irr In,'a/or,nrur. r tLe T,,usprn'n,rio>,I Jun�- May 10, 2013 Kisinger Campo & Associates One Tampa Center 201 N. Franklin Street, Suite 400 Tampa, FL 33602 Attn: Chris Meares, PE RE: Letter of Intent for the Collier County Design and Related Services for Vanderbilt Drive Bridge Replacements; RFP 13-6085 Dear Mr. Meares: We appreciate the opportunity to join the Kisinger Campo & Associates team for the above referenced Collier County contract. We are committed to providing you and your staff the highest professional support available. Specifically regarding the scope of services on the referenced project, we intend to commit and perform Utility Coordination on this contract by assigning the necessary staff and resources as needed. Again, we appreciate the opportunity to join your team to be a part of this project and look forward to working with you in the future. Sincerely, J T ennifer Staffors President S 1.73 W. tclmli h Avenue.Taillpa. IL:.11(12,3 '1(.1(1 )l101wc: (818) 8,32-1888 Fax: ($18) 882-1788 Packet Page-676- 5/27/2014 16.A.17. Ardaman & Associates, Inc. 09-MAY-2013 Kisinger Campo&Associates, Corp. One Tan-pa City Center 201 N. Franklin Street, Suite 400 Tampa, FL 33602 Re: Collier County RFP 13-6085—Design and Related Services for Vanderbilt Drive Bridge ReplacenEnts Gentlemen: This letter confirrrs that Ardarmn & Associates, Inc. is corrritted to vvcx ing with Ksinger Campo & Associates, Corp. on the Collier County RFP 13-6085 Design and Related Services for Vanderbilt Dive Bridge Replacelnts project to provide geotectinical engineering services as necessary. Very truly yours, AFMAN&ASSOCIATES, INC. Florida Certificate of Authorization No. 00005950 Vice PresidentBranch Manager GAD'sf Distribution: 1—Addressee(electronically) 1 -Ale 9970 Bavaria Road,Fort Myers,Florida 33913 Phone(239)768-6600 FAX(239)768-0409 Florida: Bartow, Fort Myers,Miami,Orlando,Port Charlotte,Port St.Lucie,Sarasota,Tallahassee,Tampa,West Palm Beach Louisiana: Alexandria,Baton Rouge,Monroe,New Orleans,Shreveport Packet Page -677- '�U,�• 0� � ....i V 5/27 /2014 16.A.17. .. .. Tab V. , : References , . ,i .� >«3 Bo f tIq p F I t" l ',,r,T �i srhrt‘� _ #ia �tf _r=_ ^ .. Jr w�. ` x ts c a" > ' • fi " . .ry., ` y � r'}�a,- r"7 t � ., �.�— �,'Y ! °F`#fr €d *� r at ,la[ t € ro- 7• q j ;x i t t.T F!. +h 4� 3 O 1src y ' 'a y M. L 4,x '3RS ^ '� QEs:N "p ? Y ■ . F 3 ��, l",+v t+r_ v4'�'r ,,roy 5*'S'"i 1 ; '"Y z� r .�'"x d�.. Ai CT d ai Y.�- '." s a# .�. 4 . 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Kx'"'�i..,' �i4,t , a �, f� aar r4 '' TAY i :- k k a :k ' ..r:rr t ..._.'i`E zY 1 i :ii: r r3- : # .7;al p t -',•: 2 c i..4Y . t a; r"" .T i- -5 '!i S It uH t k f „- ur - ";-1,Y��fit' r,;•::; + x` 3` F4k.:"a ,i.,;-:',,:,',,,,.1.:',," {' 'x-T r r `;";'1. � '. r : a ^.x ,,fix `,' ' a `4 4 Y t�:' s „. 's,, s . , ' ``*:, ,� ;,X34 x. r„:,: t�cr q�t ,.v>a'#4-,;:1,1,''::te t",; ', kcfr.,'„ r s ,.r, ,!,', e i --,. ,£r k r c "� .s,::,- ,,`, '° f t ` ;;. iidt °4 v' P,-,.A1 vd� ', ',,- i f.. ?At"^A x. la f ': kh n { aver 'h:::2 i.: i{ '.k s!,, xi ,,,!1- �W zy .t ..k, I T-.<= a,.f;>r ; ;;qq�� ' c,? x 6h h a ,, r ; . ? S'E' i,,,s ,:,,,'"1::::,,, {' S £t �[' r .� r ,:i.. rf F ^k r. q ;may ra J 3,a. s ,' 1�= 3.. %4 `i,^x!ty t' 7, ,.r ',i a ,7„ {�,' r -� W x4.0.{ i0.,44 t a . ,*# .,:,m ` , ii. ,:ice:4,4'S t;,-,,;,,, �> .. .f» , =.;w , 3*i3 `rur a �+d,>� i , ,i --.-„�,s,y ,y ti 'S +?." f,' .. e .. .�h ., . . i,.A _ . q � lAS�' L y , Y.f}�k" 4x;'A � : Packet Page-6/6-'4' +x. ?tt,te> - 5/2 7/2014 16.A.17. 1:511 - i `° =s z:�; s$p' 'f yy�� pe: he 11 y t a 7 J 7. u8 —f` n IPt -'"` +'"'��. -,',�'' icc2��u� a A"'-w „ 4r..444 Co `per County ,urr startue s Purthsartg Attachment 8: Reference Questionnaire Solicitation: RFP 13-6085-Design and Related Services for Vanderbilt Drive Bridge Replacements Reference Questionnaire for: Kisinger Campo & Associates, Corp. (Name of Company Requesting Reference Information) Jason LaBarbera, P.E. (Name of Individuals Requesting Reference Information) Name: Judith Clarke, P.E. Company: Monroe County (Evaluator completing reference questionnaire) (Evaluator's Company completing reference) Email:clarke-judith@monroecounty-fl.gov FAX:(305) 295-4329 Telephone: (305) 295-4321 Collier County is implementing a process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey. Please rate each criteria to the best of your knowledge on a scale of 1 to 10,with 10 representing that you were very satisifed(and would hire the firm/individual again)and 1 representing that you were very unsatisfied(and would never hire the firm/indivdival again), If you do not have sufficient knowledge of past performance in a particular area,leave it blank and the item or form will be scored"0," Project Description: Card Sound Road Bridge Repair Completion Date: 05/2008 Project Budget: $5 million Project Number of Days: Item Citeria Score 1 Ability to manage the project costs(minimize change orders to scope). f- 2 Ability to maintain project schedule(complete on-time or early). I j 3 Quality of work. j`i} 4 Quality of consultative advice provided on the project. 5 j Professionalism and ability to manage personnel. 6 Close out project process(final product turnover; invoices; manuals or going forward documentation, etc.) �} 7 Ability to verbally communicate and document information clearly and succinctly. f , 8 Abiltity to manage risks and unexpected project circumstances. 9 Ability to follow County policies, procedures, rules, regulations, etc. 10 Overall comfort level with hiring the company in the future (customer satisfaction). TOTAL SCORE OF ALL ITEMS Please FAX this completed survey to: Tracey Saulsgiver By May 10, 2013 �} I i r'' t.r 13-6085 Vanderbilt Dr Bridge Replacements Packet Page-679- ,. :. V. ". k t'4 �iw*K��1 � ' . '::: i t ,/:,,,,,',.r.:::': F '+Y ,, , „ "� 5/27/2s 0x 14,1 5 16''.A 17 =, t fi'r ,,,, .. r .F � .4. r . - i t l M.F,. -* - - ,..,.'-_ = _, t . xc I y ®! ED, .4'*'; "'4 "ft'i ----:'2''''''' -4 ' ' .,.\*”-,-- '' ' - - ' ' '‘r- ''''''':::','''.. -Skilott:5411Wedriatrts':; ,-,/,,, .4 . .- a " , V4'44';'41;,,' i vgV: a ; „1,,, " } 1 { ..t.,:,'''':,'.,.' h i , zes' t'Al.,. , , f, t ` r ,.,, "*` ;'^„ 3+�.,{;�a � a„W knra3' #xc a :4L"' r Puctmsing Attachment 8: Reference Questionnaire Solicitation: RFP 13-6085-Design and Related Services for Vanderbilt Drive Bridge Replacements Reference Questionnaire for: Kisinger Campo &Associates, Corp. (Name of Company Requesting Reference Information) Julian Gutierrez, P.E. • (Name of Individuals Requesting Reference Information) Name: Tony Horrnik, P.E., S.I. Company: Pinellas County (Evaluator completing reference questionnaire) (Evaluator's Company completing reference) Email:thorrnik @pinellascounty.org FAX:(727)464-3640 Telephone:(727)453-3611 Collier County is implementing a process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey. Please rate each criteria to the best of your knowledge on a scale of 1 to 10, with 10 representing that you were very satisifed (and would hire the firm/individual again)and 1 representing that you were very unsatisfied (and would never hire the firm/indivdival again). If you do not have sufficient knowledge of past performance in a particular area, leave it blank and the item or form will be scored"0.” Project Description: Park Street Bridge Replacement Completion Date: 09/2012 Project Budget: $1.2 million Project Number of Days: 270 Item I Citeria Score 1 Ability to manage the project costs (minimize change orders to scope). 10 2 Ability to maintain project schedule (complete on-time or early). 1 0 3 Quality of work. I 1 o 4 Quality of consultative advice provided on the project. I 10 5 Professionalism and ability to manage personnel. , 10 6 Close out project process (final product turnover; invoices; manuals or going forward documentation, etc.) 1 0 7 Ability to verbally communicate and document information clearly and succinctly. 10 8 Abiltity to manage risks and unexpected project circumstances. 10 9 Ability to follow County policies, procedures, rules, regulations, etc. 10 i 10 Overall comfort level with hiring the company in the future (customer satisfaction). 10 TOTAL SCORE OF ALL ITEMS I 100 Please FAX this completed survey to: Tracey Saulsgiver By May 10, 2013 Packet Page -680- u 4 C.0 ,< of t fir - ����"4 s � �'` � ' �.�el� 't ;�SPg'i� ..,_ �- - , 4 ; �� ;qi:Aai4raV' 5/27/2014 16 A 17 -:�� '°;3.-.yam _ - . „a S ; -rte ` 4 iiry 4,,.. sue" ` 1 m �i. ,, r-...Y- ,f , 1-. #ice .. 's. F-l - n� t ^�4. 5 ;. .� ,h�, m i'.. '' p -`+ �- _ ..-A- .,-zz 3 ti€-..�- "= ,....., .u�- ,,.3n�' ,t'r: „ ." � �,.. i *fir.�r'��'p`.. :> # "'S?, ;9:• K+ ,. Cofer County ,d ni,,isL tNe Seiv,cea o;v sion ^'urchaslna Attachment 8: Reference Questionnaire Solicitation: RFP 13-6085 -Design and Related Services for Vanderbilt Drive Bridge Replacements Reference Questionnaire for: Kisinger Campo &Associates, Corp. (Name of Company Requesting Reference Information) Julian Gutierrez. P.E. (Name of Individuals Requestirl ference Information) Name: Charles F. Koons, P.E. . -1,, f t1'"' %Company: Charlotte County (Evaluator completing reference questionnaire) (Evaluator's Company completing reference) Email: Chuck.Koons @charlottefl.com FAX:(941) 575-3664 Telephone: (941) 575-3660 Collier County is implementing a process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey. Please rate each criteria to the best of your knowledge on a scale of 1 to 10, with 10 representing that you were very satisifed (and would hire the firm/individual again) and 1 representing that you were very unsatisfied (and would never hire the firm/indivdival again). If you do not have sufficient knowledge of past performance in a particular area, leave it blank and the item or form will be scored"0." Elkcam Waterway Bridge Project Description: Replacements CCSnpletion Date: 2012 Project Budget: $3.4 million Project Number of Days: 442 (Des. to Const.) Item Citeria I Score 1 Ability to manage the project costs (minimize change orders to scope). 10 2 I Ability to maintain project schedule (complete on-time or early). 10 i 3 Quality of work. 10 4 Quality of consultative advice provided on the project. 10 5 Professionalism and ability to manage personnel. 10 6 Close out project process (final product turnover; invoices; manuals or going forward documentation, etc.) 1 7 Ability to verbally communicate and document information clearly and succinctly. 10 8 1 Abiltity to manage risks and unexpected project circumstances. 10 9 Ability to follow County policies, procedures, rules, regulations, etc. 10 10 Overall comfort level with hiring the company in the future (customer satisfaction). 10 TOTAL SCORE OF ALL ITEMS 100 Please FAX this completed survey to: Tracey Saulsaiver By May 10. 2013 Packet Page -681- °r r, - of 5 sc + ,.., re „,,,,,,.....,,,„/" `+ ' n: � � ,- # - 4 t f '7s ' y. 4 , ,; � � e ' '^* a u w y `',` } "x it x:. 5 '� ii 5 p:7' z -* t`gF mr R:: t t.1 5/27/2014 16 A 17 I�4.4 : TP ,. r —� Y I � 3 - ; � � �� � �� �k�I.4.r ; � ig i a t d r P V' .,. ..: jp ..: a ; a;,.._u r ,.¢: ;a tin,,L °� 4 ) �� 4 ,.: ,, .... . e” . .,. `t�:� : �#3 ,�'�'�-•,r� � rz� ,a Goer Gosrxety' Admistratve Servms Dmval Fwrhas+ig Attachment 8: Reference Questionnaire Solicitation: RFP 13-6085-Design and Related Services for Vanderbilt Drive Bridge Replacements Reference Questionnaire for: Kisinaer Campo&Associates, Corp. (Name of Company Requesting Reference Information) Julian Gutierrez. P.E. (Name of I 1 uals Re ueestingg Terence Information) Name: Tom Menke, P.E. Company: Pinellas County (Evaluator completing reference questionnaire) (Evaluator's Company completing reference) Email:tmenke @pinellascounty.org FAX:(727)464-3925 Telephone:(727)453-3611 Collier County is implementing a process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey. Please rate each criteria to the best of your knowledge on a scale of 1 to 10,with 10 representing that you were very satisifed(and would hire the firm/individual again)and 1 representing that you were very unsatisfied (and would never hire the firm/indivdival again). if you do not have sufficient knowledge of past performance in a particular area, leave it blank and the item or form will be scored"0." Project Description:Fred Howard Park Causeway Bridge Completion Date: 12/2009 Project Budget: $5.7 million Project Number of Days: 480 Design, 480 Const, Item Citeria Score 1 Ability to manage the project costs(minimize change orders to scope). I,---, 2 Ability to maintain project schedule(complete on-time or early). 3 Quality of work. I— 4 Quality of consultative advice provided on the project. r.-- 5 Professior,alism and ability to manage personnel. f ✓ P 6 Close out project process (final product turnover: invoices: manuals or going forward documentation, etc.) ':') / L ? i Ability to verbally communicate and document information and succinctly. C? i B Abiltity to menace risks and unexpected project circumstances. Fir?9 Ability to follow County policies,procedures, rules, regulations. etc. 10 Overall comfort level with hiring the company in the future(customer satisfaction). i ... TOTAL SCORE OF ALL ITEMS Please FAX this cornoloted survey to: Tracey Saulsuk'er By Mae 10. 2013 13-6035 Vana©rbilt Dr Bridge Replacements 32 Packet Page -682 ,:,. ; ir.L 4. „uiv _.,_�- . u {*+ t,t ."' . a:7 h - w ar 4 y„ ,^, ,j _ k` tS' �e",'... _ spa;ewe, . r �,a.-- .- + T vr'',`e� ;i -7: �� ' � s�, . `� :� �'�. �,�,�.. raga a,s£'' r�2..�t 3z, �,x`i �4e� _ x,.. :, i�.*egt :-r { :s k- ,x iy'A.e'r, -*:a v,,v p;.§,it�,Yf�ro 1:8,ft iln s 3 -,��I� 5 � � 5/27/2014 16A17 � : , ';'!4,14! `"'3u. f ��� � - .,y"5 ^err.? ��,`,�,' � r „` «�..?tfia ���a� -.� fit't,f�sa�,k��.%'':. ,6 . fi. +tn s ... ' ci t R "a ,., x.! ::! a:4 £Pax „�,< ,as r d 44z..; ':,, u s,;, �-sa .} t £"7 1.t �^,E ,p ;." ..:=, f alJ' c'' ,,, i`""kli a i . .w: t .s;M::.1:Pe : ;L.,,<,:"e* :',..-r 3 -4 ,y 8 F; A,1: ^,,.:E N ±i4ifi '€ p.; s .. ,,` "f 7 r ..a. .,g+. o-.. z:� ,, ige � rr 3 P���,a ���'�r� '€�.y. �*,�y;,L �;4+� '� �ts.�.>�` �t��a_ �3k d� € � �.,�T z�7r.t�^...,:nos,n1� 7 rn2,:+ $'+}.�€:. ,eT-Coun:ty Fkrzasarq Attachment 8: Reference Questionnaire Solicitation: RFP 13-6085 -Design and Related Services for Vanderbilt Drive Bridge Replacements Reference Questionnaire for: Kisinoer Campo & Associates. Corp. (Name of Company Requesting Reference Information) Julian Gutierrez. P.E. (Name of Individuals Requesting Reference Information) Name: Ziba Mohammad', P.E. Company: City of St. Petersburg (Evaluator completing reference questionnaire) (Evaluator's Company completing reference) Email:Ziba.Mohammadi@stpete.org FAX:727-892-5325 Telephone:(727) 892-5302 Collier County is implementing a process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey. Please rate each criteria to the best of your knowledge on a sca le of 1 to 10,with 10 representing that you were very satisifed (and would hire the firm/individual again)and 1 representing that you were very unsatisfied (and would never hire the firm/indivdival again). If you do not have sufficient knowledge of past performance in a particular area, leave it blank and the item or form will be scored'0." Pinellas Trail over 34th Street Project Description: Pedestrian Bridge Completion Date: 12/2008 Project Budget: $1.4 million Project Number of Days: 1064 (Des. to Const.) !terra Citeria Score 1 Ability to manage the project costs(minimize change orders to scope). { o 2 Ability to maintain project schedule(complete on-time or early). 0 — 3 Quality of work. I 0 4 Quality of consultative advice provided on the project. (O 5 Professionalism and ability to manage personnel. (u 6 Close out project process(final product turnover;invoices;manuals or going t forward aocumentation,etc.) 7 Abiiity to verbally y communicate and document information clearly and succinctly- [0 3 Abiltity to manage nst.s and unexpected project circumstances. 9 Ability to follow County policies, procedures, rules, regulations, etc. i 10 Overall comfort level with hiring the company in the future (customer satisfaction). 0 �> = � � T(3TA!SCORE OF ALL ITEMS .` 1 O /� r'v fhay10, 2o1s 5( C/13 Please FAX this completed survey to: Tracey Saulsgiver By 13-60°5 Vanderbilt Dr Bnage Replacements 32 Packet Page -683- ,: C- .)V: F. F: v. E 5/27/2014 16.A.17. cn _ cr Tab VIII : Required Form Submittals u, „ 0 �1 trrikilir*"� #� °lea i p I`all.111,1k7' ••,,-•eta. : 'i °IG # tC �k��i 0+ „'�+'k- 's`� f h,j �� _ a t ".".'"1;,:"1 ofilii_ i • e. ,. w da te* °a_W." s. >w r -a y��d k�';.°..i,.'.=t;"`m,;r,`Ft~X'as�,'e'{,::_. sS'+a i-,1k .,.s-;-i�:• .',•i rrr',irr>:..,.••k�,,t.r`*:,'` .�rZ`s�".,z',"rj.°-.,a..r r,-:.,�.:..J"t r 3',;�E''`'�,€sta,,,`r;;,�'::.:x-"`�",'-"F',sa,.d'.-.-...��;x v i''"::.,�m;;>c�`x Z.�',',.,�,s-`z`.'�,,...-.,,..,tt"r«r F`,�.,"e.�;:.`-�.r s`,• ```r�..„-z, '',h '...*.",r...4?•..�,..4m=E'S`u`�4 i r�,.-`,SP'!�-,.J"t',"',-,ts,4sx"�4.:.kJa'.x,.h-«tiis.1":,7+rsi<:s- ..f,"�'..:`*-1w�'.p°,'•`,,'".a,+`,s_:.'�r'?;"sr p�a�.y n.,:,,;r:,.; r x,r'"''it t'e s 1°a z;`£1.",d?1.c.',;`��-..r:p�^y r. -*.. 7'*. '09 , '*:•'-'•''*•••••'''• '4"; 1 av t , u omeC V '$. • 4 s K t { t ' t & ?r :a ? ' 441 . '• „ � ",t ,r . 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'i ', &� a ` ra y � ;: '; `,8'.t1.■:x,; ;t `t' �x A#i,� y s s? r' A �� � r�� T� Y�Jr s„ r i�3 7 g:t"etq L,R�� ka' '-,•'-rv,�4- s a. b- s v�4�,'`�”z �y,: ,r.7'..:-t, a_}wa a .r.u:'":,:;--;b„, ,¢:, ,a;% ; a , � -s x,,4 J a �� "4� �, 'f s ' j,.k 5�,'"''''',4��`'r 44. ""•sf�it• & c>s, °t:4 -;:•••'• ,�t 2, 9Y, _t,'y4yP r �" �z��3:• 11�� ,,d�r:;'a t r 4d th,„�.;§�i.)x,. ' .' ,3*lu�?fx s#t �a"+,1g, 7�,,4f, .,3`,4.fa3rx?.•t X ° ” ' `p f.ti'l `rt ?y ,v � + 4 V"j z $ 4P 3,y s£ a ;•'�g' sY.i x y , � %��Y� s `,�: }t • "'•r Y %''2° rr g a .. y ` r 'a2 r, 4: 'l x _I 11_ � �,+i',"'":4 -a ;a�y E�y .; x L `r' ' u . fr ..r'::t , a kt £iz11mq ""e"' ' a�r»' c 1 & ` 4,. se : ? a ' th a ��i 4.,,;,•• z: - I .'- hf , 4y " - �'"' - 'VP , Packet agL z k `a e -684 5/27/2014 16.A.17. Co er County AdfriniWative Services DMs4on Purchasing Attachment 2: Consultant Check List IMPORTANT: THIS SHEET MUST BE SIGNED. Please read carefully, sign in the spaces indicated and return with your Proposal. Consultant should check off each of the following items as the necessary action is completed: O The Proposal has been signed. x All applicable forms have been signed and included, along with licenses to complete the requirements of the project. 0 Any addenda have been signed and included. O The mailing envelope has been addressed to: Collier County Government Purchasing Department 3327 Tamiami Trail E Naples FL 34112 Attn: Brenda Brilhart, Procurement Strategist CCNA Solicitation: RFP 13-6085 - Design and Related Services for Vanderbilt Drive Bridge Replacements O The mailing envelope must be sealed and marked with Proposal Number, Proposal Title and Due Date. 71 The Proposal will be mailed or delivered in time to be received no later than the specified due date and time. (Otherwise Proposal cannot be considered.) ALL COURIER-DELIVERED PROPOSALS MUST HAVE THE RFP NUMBER AND TITLE ON THE OUTSIDE OF THE COURIER PACKET Name of Firm: Kisinger Campo & Associates, Corp. Address: 201 North Franklin Street, Suite 400 City, State, Zip: Tampa, Florida, 33602 Telephone: (813) 871-5331 Email: julian.gutierrez @kisingercampo.com f Representative Signature: Representative Name: Paul G. Foley, �E. Date May 16, 2013 13-6085 Vanderbilt Dr Bridge Replacements 24 Packet Page -685- 5/27/2014 16.A.17. Cofer County kiministraiive SoMc cK Sign Purchasing Attachment 3: Conflict of Interest Affidavit By the signature below, the firm (employees, officers and/or agents) certifies, and hereby discloses, that, to the best of their knowledge and belief, all relevant facts concerning past, present, or currently planned interest or activity (financial, contractual, organizational, or otherwise) which relates to the proposed work; and bear on whether the firm (employees, officers and/or agents) has a possible conflict have been fully disclosed. Additionally, the firm (employees, officers and/or agents) agrees to immediately notify in writing the Purchasing/General Services Director, or designee, if any actual or potential conflict of interest arises during the contract and/or project duration. Firm: Kisinger Campo & Associates, Corp. Signature and Date: r Paul G. Foley, ° Print Name Y. Title of Signatory President State of Florida County of Hillsborough SUBSCRIBED AND SWORN to before me this 16th day of May 20 13 by Paul G Foley,P E. , who all wn to me to be the President for the Firm, OR who produced the following identification Notary Public '. ' THERESA SAULSGIVER ∎ Commission#EE 164473 Expires January 29,2Q16 Py Commission Expires U/ .29/.2„, /l. 13-6085 Vanderbilt Dr Bridge Replacements 25 Packet Page -686- 5/27/2014 16.A.17. Coiner aunty Administrative Services Division Purchasing Attachment 4: Consultant Declaration Statement BOARD OF COUNTY COMMISSIONERS Collier County Government Complex Naples, Florida 34112 RE: RFP 13-6085 Design and Related Services for Vanderbilt Drive Bridge Replacements Dear Commissioners: The undersigned, as Consultant declares that this proposal is made without connection or arrangement with any other person and this proposal is in every respect fair and made in good faith, without collusion or fraud. The Consultant agrees, if this proposal is accepted, to execute a Collier County document for the purpose of establishing a formal contractual relationship between the firm and Collier County, for the performance of all requirements to which the proposal pertains. The Consultant states that the proposal is based upon the proposal documents listed by the above referenced CCNA Solicitation. IN WITNESS WHEREOF, WE have hereunto subscribed our names on this 16th day of May 20 lain the County of Hillsborough , in the State of Florida Firm's Legal Name: Kisinger Campo & Associates, Corp. Address: 201 North Franklin Street, Suite 400 City, State, Zip Code: Tampa, Florida, 33602 Florida Certificate of 505419 Authority Document Number 59-1677145 Federal Tax Identification Number CCR # or CAGE Code Telephone: (813) 871-5331 FAX: (813) 871 -5135 f Paul G. Foley, P Signature by: y� �-y``�_..-r� (Typed and written) • Title: President 13-6085 Vanderbilt Dr Bridge Replacements 26 Packet Page -687- 5/27/2014 16.A.17. Additional Contact Information Send payments to: N/A (required if different from Company name used as payee above) Contact name: Title: Address: City, State, ZIP Telephone: FAX: Email: Office servicing Collier Kisinger Campo & Associates, Corp. County to place orders (required if different from above) Contact name: Paul Wingard, P.E., LEED AP Title: KCCS South Florida Regional Manager Address: 1400 Colonial Boulevard, Suite 260 City, State, ZIP Fort Myers, Florida 33907 Telephone: (239) 278-5999 Email: Paul.Wingard @kisingercampo.corn 13-6085 Vanderbilt Dr Bridge Replacements 27 Packet Page -688- 5/27/2014 16.A.17. Cofer County a dr,r,iscative Qs Attachment 5: Immigration Affidavit Certification CCNA Solicitation: RFP 13-6085-Design and Related Services for Vanderbilt Drive Bridge Replacements This Affidavit is required and should be signed, notarized by an authorized principal of the firm and submitted with formal Invitations to Bid (ITB's) and Request for Proposals (RFP) submittals. Further, Consultants are required to enroll in the E-Verify program, and provide acceptable evidence of their enrollment, at the time of the submission of the Consultant's proposal. Acceptable evidence consists of a copy of the properly completed E-Verify Company Profile page or a copy of the fully executed E-Verify Memorandum of Understanding for the company. Failure to include this Affidavit and acceptable evidence of enrollment in the E-Verif_program may deem the Consultant proposal as non-responsive. Collier County will not intentionally award County contracts to any Consultant who knowingly employs unauthorized alien workers, constituting a violation of the employment provision contained in 8 U.S.C. Section 1324 a(e) Section 274A(e)of the Immigration and Nationality Act("INA"). Collier County may consider the employment by any Consultant of unauthorized aliens a violation of Section 274A (e) of the INA. Such Violation by the recipient of the Employment Provisions contained in Section 274A(e) of the INA shall be grounds for unilateral termination of the contract by Collier County. Consultant attests that they are fully compliant with all applicable immigration laws (specifically to the 1986 Immigration Act and subsequent Amendment(s)) and agrees to comply with the provisions of the Memorandum of Understanding with E-Verify and to provide proof of enrollment in The Employment Eligibility Verification System (E-Verify), operated by the Department of Homeland Security in partnership with the Social Security Administration at the time of submission of the Consultant's proposal. Company Name Kisinger Campo & Associates, Corp. Print Name Paul G. Foley, P.E. Title President Signature ,�„' r Date —� � State of Florida County of Hillsborough The foregoing instrument was signed and acknowledged before me this 16th cjay of May , 20 13 by Paul G. Foley who!mss prodac4J rf dr74 �4,7 /07rYv/7 s identification J.(Print or Type Nike) (Type of Identification and Number) Notary Public SignnnA'ture Q �T7eres'e. �/ /sgiv' ��'r'°ri N THERESA SAULSGIVER Commission#EE 164473 Printed Name of Notarydublic o` Expires January C L ' January 29,2016 �' Fnbm Tirinf tvC BP� 7n4 fi / o/ A/� 1 ,/Cp 3 Notary Commission Nu'mbe'r/Expiration The signee of this Affidavit guarantees, as evidenced by the sworn affidavit required herein, the truth and accuracy of this affidavit to interrogatories hereinafter made. 13-6085 Vanderbilt Dr Bridge Replacements 28 Packet Page -689- 5/27/2014 16.A.17. Coder County ARea cvc o Isian PHrctia,rn Attachment 6: Consultant Substitute W—9 Request for Taxpayer Identification Number and Certification In accordance with the Internal Revenue Service regulations, Collier County is required to collect the following information for tax reporting purposes from individuals and companies who do business with the County (including social security numbers if used by the individual or company for tax reporting purposes). Florida Statute 119.071(5) require that the county notify you in writing of the reason for collecting this information, which will be used for no other purpose than herein stated. Please complete all information that applies to your business and return with your quote or proposal. 1. General Information (provide all information) Taxpayer Name Kisinaer Campo&Associates. Corp. (as shown on income tax return) Business Name (if different from taxpayer name) Address 201 North Franklin Street. Suite 400 City Tampa State Florida Zip 33602 Telephone (813) 871-5331 FAX (813) 871-5135 Email pfoley kisingercampo.com Order Information Remit f Payment Information Address 201 North Franklin Street. Suite 400 Address 201 North Franklin Street, Suite 400 City Tampa State Florida Zip 33602 City Tampa State Florida Zip 33602 FAX (813) 871-5135 FAX (813) 871-5135 Email iautierrezekisinaercamnn.rem I Email ahankowski(abkisinaerrarnno,cnm 2. Company Status(check only one) ( Individual/Sole Proprietor ✓ Corporation Partnership v� Tax Exempt (Federal income tax-exempt entity Limited Liability Company under Internal Revenue Service guidelines IRC 501 (c) 3) Enter the tax classification CD=Disregarded Entity, C=Corporation, P=Partnership) 3. Taxpayer Identification Number(for tax reporting purposes only) Federal Tax Identification Number(TIN) 59-1677145 (Consultants who do not have a TIN, will be required to provide a social security number prior to an award of the 1 contract.) 4. Sign and Date Form: Certification: Under penalties of perjury, I certify that the information shown on this form is correct to my knowledge. Signature /(7.T./-'-,-":" �J G" `y/ Date - ;' — Title Pahl G_Folev. P E. Phone Number (813) 871-5331 13-6085 Vanderbilt Dr Bridge Replacements 29 Packet Page -690- 5/27/2014 16.A.17. Got County = ni sew Dvis4on Putt lasing Attachment 7: Insurance and Bonding Requirements Insurance/Bond Type Required Limits 1. Worker's Statutory Limits of Florida Statutes, Chapter 440 and all Federal Government Compensation Statutory Limits and Requirements 2. E Employer's Liability $1,000.000 single limit per occurrence 3. ® Commercial General Bodily Injury and Property Damage Liability(Occurrence Form) patterned after the current $2,000,000 single limit per occurrence, $2,000,000 aggregate for Bodily Injury ISO form Liability and Property Damage Liability. This shall include Premises and Operations; Independent Contractors; Products and Completed Operations and Contractual Liability. 4. Indemnification To the maximum extent permitted by Florida law, the ContractorNendor/ Consultant shall indemnify and hold harmless Collier 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 the Contractor/Vendor/Consultant or anyone employed or utilized by the ContractorNendor/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. This section does not pertain to any incident arising from the sole negligence of Collier County. 4. ® Automobile Liability $ 1.000,000 Each Occurrence; Bodily Injury & Property Damage, Owned/Non-owned/Hired; Automobile Included 5. ❑ Other insurance as ❑ Watercraft $ Per Occurrence noted: E2 United States Longshoreman's and Harborworker's Act coverage shall be maintained where applicable to the completion of the work. $ 1,000,000 Per Occurrence ❑ Maritime Coverage (Jones Act) shall be maintained where applicable to the completion of the work. $ Per Occurrence ❑ Aircraft Liability coverage shall be carried in limits of not less than $5,000,000 each occurrence if applicable to the completion of the Services under this Agreement. $ Per Occurrence ❑ Pollution $ Per Occurrence ❑ Professional Liability $2,000,000 per claim and in the aggregate • $1,000,000 per claim and in the aggregate • $2,000,000 per claim and in the aggregate 13-6085 Vanderbilt Dr Bridge Replacements 30 Packet Page -691- 5/27/2014 16,4.17. 6. ❑ Bid bond Shall be submitted with proposal response in the form of certified funds, cashiers'check or an irrevocable letter of credit, a cash bond posted with the County Clerk, or proposal bond in a sum equal to 5% of the cost proposal. All checks shall be made payable to the Collier County Board of County Commissioners on a bank or trust company located in the State of Florida and insured by the Federal Deposit Insurance Corporation. 7. ❑ Performance and For projects in excess of$200,000, bonds shall be submitted with the Payment Bonds executed contract by Proposers receiving award, and written for 100% of the Contract award amount, the cost borne by the Proposer receiving an award. The Performance and Payment Bonds shall be underwritten by a surety authorized to do business in the State of Florida and otherwise acceptable to Owner; provided, however, the surety shall be rated as "A-" or better as to general policy holders rating and Class V or higher rating as to financial size category and the amount required shall not exceed 5% of the reported policy holders' surplus, all as reported in the most current Best Key Rating Guide, published by A.M. Best Company, Inc. of 75 Fulton Street, New York, New York 10038. 8. 1Z1 Consultant shall ensure that all subcontractors comply with the same insurance requirements that he is required to meet. The same Consultant shall provide County with certificates of insurance meeting the required insurance provisions. 9. ® Collier County must be named as "ADDITIONAL INSURED" on the Insurance Certificate for Commercial General Liability where required. 10. The Certificate Holder shall be named as Collier County Board of County Commissioners, OR, Board of County Commissioners in Collier County, OR Collier County Government, OR Collier County. The Certificates of Insurance must state the Contract Number, or Project Number, or specific Project description, or must read: For any and all work performed on behalf of Collier County. 11. Thirty (30) Days Cancellation Notice required. Consultant's Insurance Statement We understand the insurance requirements of these specifications and that the evidence of insurability may be required within five (5) days of the award of this solicitation. Name of Firm Kisinger Campo & Associates, Corp. Date May 16, 2013 Consultant ✓ -,> f'7 l ■ Signature Print Name Paul G. Foley, P.E. Insurance Agency Brown & Brown Insurance Agent Name Deborah Gale Telephone Number (727) 442-7695 13-6085 Vanderbilt Dr Bridge Replacements 31 Packet Page-692- 5/27/2014 16.A.17. ? eou.rit y Email: BrendaBrilhart@colliergov.net Telephone: (239) 252-8446 Administrative Services Division FAX: (239) 252-6697 urzhasing ADDENDUM #1 Memorandum Date: April 9, 2013 From: Brenda Brilhart, Procurement Strategist To: Interested Bidders Subject: Addendum # 1— ITB 13-6085- Design and Related Services for Vanderbilt Drive Bridge Replacements The following clarifications are issued as an addendum identifying the following changes for the referenced solicitation: CHANGE: Tab Ill: Staffing Quality. (20 points, 5 pages maximum) The proposal will be assessed -1 point for each additional page over the described limit. Provide a narrative describing the role of and introducing key individuals in your firm's organization who will be assigned to the County Project. Include one contact person who will be assigned as project manager throughout the entire contract. The Proposer shall demonstrate working relationships among key personnel on the proposed team. Resumes of proposed staff; each resume cannot exceed one (1) page in length. If you require additional information please post a question on the Online Bidding site or contact me using the above contact information. C: Margaret Bishop, Project Manager Signature below acknowledges receipt of Addendum No. 1. Acknowledged by: 1 Packet Page -693- '�y 5/27/2014 16.A.17. • ' • r& ; ? 1 rF • . ' r ' r. ,..1.4.. v ....1.7".,...... ,, te •• Co1 iat Co tV 0. Y T ; ••,• i ... .,.• . .. ... :1':; _,i'_ .I . .fk \ �+i r _ t11,1111il r ,. kk i1r i„ `� k''''!ii....'-'..4 w �x ,7� - F '4��'i I Ali 11 l -- 4::...' L{?..• r 11 III ` wp. J" tea r I ..{w ` M L 1;'' r 1 't 1 • I 1 p 1 7414 ,. . . . - .. '' '... I I.t` % . 1.-Lllit 1- - ,", ' 1 ' ... , .... '' I 410; }. ifs f .... te1 .l;%. ' r p ,4... " a ' ;'<1 F i' 1 r.t; , � - ',.. y t ,' , , ..0.a ' II 1 l 1 r 1 i n 1 ... <... .su d y ;C S r4rolftogireti - .4.....,„...,, .. ,,,„ ,,..„..........,,.....,:„..,..., . : -,,::-.2:'',.,_.--. :?.'dry' • t•-•-,,•'''.'A,..---. _t--"" ' .. .,1".1.'.....::: n - Y. n. i. P a cket Page 6 9 4 1 �:;, 5/27/2014 16.A.17. Co er Cattnty Summary of Proposers Adm.rzista?Ue SevIces Dmston =um_hasino LOI/RFP#: 13-6085 Title: Design & Related Services Vanderbilt iDrive Bridge Replacements !Solicitation Post Date: 3128/13 I Due Date: Step 1: 4/17/13 Step 2: 5/17/13 !Email Notices Sent: 1080 1Solicitations Downloaded: 67 Proposers City State Master # of Copy Copies Atkins Ft Myers FL 1 Cardno TBE Sarasota FL 1 KCA Ft Myers FL 1 KCA Ft Myers FL 1 Opened By: j Rhonda Cummings Witnessed by: ;Brenda Reaves Date: i 5/17/20131 Packet Page -695- 5/27/2014 16.A.17. Purchasing Preliminar Screening Sheet L OI/RFP #: 13.6085 Title: Design & Related Services Vanderbilt Drive Bridge Replacements STEP II STEP I Tab1 Tab 2 ' Proposer City State Date LOI Date Cover Business Letter/Mgt Plan Summary Atkins Ft Myers FL 5/17/2013 YES Cardno TBE Sarasota FL 5/17/2013 YES KCA Ft Myers FL 5/17/2013 YES Packet Page -696- 5/27/2014 16.A.17. ( '4, C_ FE M N r LL Ce a) N c- 2 a) > N Q - a) , - `- d 0 C M N c- c.0 M O 4. N a) N Q) o L C N QJ a) ` C O OD p) V as co d O C as E 2 In U Y II C C Y Cl .- CO O co 1Y O Y A ca c U) LL m fn a) r) r N c0 > in L fa 0 0 cL. r i- c N N M v— CD 'O C_ E co 2 j 0 N a a) a) c) Q, cu d Q M ,- N CD U) ` O CO tE +a) f4 m co o] o N 0 �. N a fj-' , = L Q a) o i'Y,_. C) it LL y� O W 6..t a,= d 0 d H cn _ LL E O J (0 (tb",1 a F^' n. RS U) C Q L ( a = = -O U U` F- 0 Z co o 0 n cn J F- Q 0 Y F- CL Packet Page-697-