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Contract between CMB & Structural Preservation Systems, LLCTITH: CZC; DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 SL P DocuSign Envelope ID: FDCA1E50-554F-4DB9-A04E-4AAFC1296AAF CONTRACT Contract No. 23-341-01 THIS CONTRACT ("Contract") is made and entered into as of the 11/8/2023 1 6:b09 PM EST and between the City of Miami Beach, Florida, a municipal corporation (the "City") YYand STRUCTURAL PRESERVATION SYSTEMS, LLC (the "Contractor"): WITNESSETH, that the Contractor, for and in consideration of the payments hereinafter specified and agreed to be made by the City, hereby covenants and agrees to furnish and deliver all the materials required, to do and perform all the work and labor, in a satisfactory and workmanlike manner, required to complete this Contract within the time specified, in strict and entire conformity with the Plans, Specifications, and other Contract Documents, which are hereby incorporated into this Contract by reference, for: ITB-2023-341-DF 73RD STREET BRIDGE REPAIR The Contractor agrees to make payment of all proper charges for labor and materials required in the aforementioned work, and to defend, indemnify and save harmless City, and their respective officers and employees, from liabilities, damages, losses and costs including, but not limited to, reasonable attorney's fees, to the extent caused by the negligence, recklessness, or intentional wrongful misconduct of Contractor and persons employed or utilized by Contractor in the performance of this Contract. The requirements of the Contract Documents, as such term is defined in the Invitation to Bid are hereby incorporated by reference to the General Conditions for Construction Contracts dated April 13, 2020, and Formal Solicitation Terms & Conditions — Goods and Services dated October 27, 2022 are hereby incorporated by reference as if fully set forth herein. Without limiting the foregoing, the Contract Documents expressly include this Contract, Composite Attachment A (the City's General Conditions for Construction Contracts), Attachment B (Plans and Specifications, Invitation to Bid No. ITB-2023-341- DF and all Addenda thereto), Attachment C (Sunbiz Entity Detail and Contractor's Response to the ITB), and Attachment D (Insurance requirements). For the avoidance of doubt, all of the documents constituting the Contract Documents now or hereafter existing (including any Change Orders, Work Orders, Field Orders, schedules, shop drawings, issued subsequent to the date of this Contract etc.) shall govern this Project. In consideration of these premises, the City hereby agrees to pay to the Contractor for the work, when fully completed, the total maximum sum of Two hundred seventy-four thousand, eight hundred ninety-six dollars and sixty cents ($274,896.60). The Contract Price, consists of the following accepted items or schedules of work as taken from the Contractor's Bid Submittal: Total Base Bid + Indemnification................................................................$249,881.00 Total Permit Allowance Account.................................................................... $25.00 Total Alternate Items (if applicable)............................................................... NONE Total Owner's Contingency.................................................................... $24,990.60 Contract Price....................................................................................$274,896.60 1 DocuSign Envelope ID: D3C467A5-46254A6E-B395-6C583EDC7CF8 DocuSign Envelope ID: FDCA1E50-554F-4D69-A04E-4AAFC1296AAF Contract No. 23-341-01 The Contract Price, exclusive of the Owner's Contingency and Permit Allowance, includes, without limitation, all costs for all labor, materials, equipment, fixtures, freight, field supervision, supervisory expenses, project vehicles, field office and equipment, postage and delivery, safety and first aid, telephone, transportation of employees, parking, insurance, taxes, preparation and maintenance of the construction schedule and the preparation of as -built and shop drawings, as well as Contractor's overhead and profit required for completion of all the Work in accordance with the requirements of the Contract Documents, including work reasonably inferable therefrom, even if such items of Work are not specifically or expressly identified as part of a line item in the Bid Price Form. The Contract Price is subject to such additions and deductions as may be provided for in the Contract Documents. Progress and Final Payments will be made as provided for in the Contract Documents. Contract Time: Contract Time and Schedule Days for Substantial Completion: 145 calendar days Days for Final Completion: 20 calendar days Liquidated Damages (as applicable) Failure to achieve Substantial Completion: $605.00/day Failure to achieve Final Completion: $605.00/day [BALANCE OF PAGE INTENTIONALLY LEFT BLANK] 2 DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 DocuSign Envelope ID: FDCA1E50-554F-4DB9-A04E-4AAFC1296AAF Contract No. 23-341-01 Whenever either party desires to give notice to the other, such notice must be in writing, sent by certified United States Mail, postage prepaid, return receipt requested, or by hand - delivery with a request for a written receipt of acknowledgment of delivery, addressed to the party for whom it is intended at the place last specified. The place for giving notice shall remain the same as set forth herein, unless such notice information is revised in a Contract amendment duly executed by the City and the Contractor. For the present, the parties designate the following: For City: City of Miami Beach Public Works Department - Engineering Division 1700 Convention Center Drive Miami Beach, FL. 33139 Attn: Aaron Osborne, Design Project Manager Ph: 305-673-7080 x 26110 Email: aaronosborne6a miamibeachfl.gov Attn: Carolina Zamora, Construction Project Manager Ph: 305-673-7080 x 26584 Email: carolinazamora(a)miamibeachfl.gov With copies to: City Attorney City of Miami Beach 1700 Convention Center Drive Miami Beach, Florida 33139 Attn: Rafael Paz, City Attorney Ph: 305-673-7000 Email: rafaelpaz(d)miamibeachfl.gov For Contractor: Structural Preservation Systems, LLC Attn: Colin Meneely 2001 Blount Road Pompano Beach, FL 33069 Ph: 954-984-9555 Email: cmeneely(a)structural.net DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 DocuSign Envelope ID FDCA1E50-554F4DB9-A04E4AAFC1296AAF Contract No. 23-341-01 IN WITNESS WHEREOF, the above parties have caused this Contract to be executed by their appropriate officials as of the date first above written. FOR CITY: ATTEST: CITY OF MIAMI BEACH, FLORIDA By: LDocuSigned by: L4 By. � cQc.� Rafae rana o, City Clerk Ali T. Hudak, City4anager Date: 11/8/2023 1 6:09 PM EST [seal] FOR CONTRACTOR: STRUCTURAL PRESERVATION SYSTEMS, LLC By: _— Name: Colin Meneely Date: 09/28/2023 [seal] ILI APPROVED AS TO FORM & LANGUAGE & FOR EXECUTION City Attorney :_-: Date DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 ATTACHMENT A CITY OF MIAMI BE H R S & COND DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 MIAMIBEACH GENERAL CONDITIONS FOR CONSTRUCTION CONTRACTS (April 13, 2020) ARTICLE 1. DEFINITIONS AND INTERPRETATION OF CONTRACT DOCUMENTS. 1.1. Definitions. The definitions included in this Section are not exhaustive of all definitions used in the Contract Documents. Additional terms may be defined in other Contract Documents. The following terms shall have the meanings specified herein, as follows: "Applicable Laws" means all laws, codes (including, but not limited to, building codes), ordinances, rules regulations, lawful orders and decrees of governmental authorities having jurisdiction over the Project, Project Site, or the Parties. "Application for Payment" means the detailed itemized documentation, including all supporting documentation, in a form and substance satisfactory to the City, submitted by the Contractor on a monthly basis in order to obtain the City's approval for payment for Work performed pursuant to the Contract Documents. "Bid" means an offer or proposal submitted by a bidder in response to this ITB. The terms "Bid" and "Bid Submittal" are used interchangeably. "Bidder" means any individual or firm submitting a Bid for this Project. "Change Order" means a written document ordering a change in the Contract Price and/or Contract Time or a material change in the Work (as defined herein). A Change Order must comply with the requirements of the Contract Documents. "CIP Inspector/PWD Field Observer" means a City employee charged with observing and documenting, for internal City purposes only, general observations and conditions of the Project including, without limitation, the weather conditions, the number of workers present at the time of observation, general type of work being performed and taking photographs regarding same. Contractor expressly waives any right to assert as a defense to any claim regarding the Project including, without limitation, any dispute between the City and Contractor, and Contractor and any third party, the presence or purported approval or consent of any CIP Inspector or other City employee conducting any field observations during the Project. The Contractor expressly acknowledges that the purpose of such City employee is to observe and document for internal purposes only general observations and conditions of the Project, and in no way is intended to, nor shall be treated as, a person with authority to approve or reject the Work on behalf of the City or any other entity, or to direct the Contractor's Work in any way. Contractor expressly agrees to waive the presence of such CIP Inspector or other City employee performing field observations as a defense to any Claims involving the Project. "City" means the City of Miami Beach, a Florida municipal corporation, having its principal offices at 1700 Convention Center Drive, Miami Beach, Florida 33139. In all respects hereunder, City's obligations and performance is pursuant to City's position as the owner of the Project acting in its proprietary capacity. In the event City exercises its regulatory authority as a governmental body including, but not limited to, its regulatory authority for code inspections and issuance of Building Department permits, Public Works I I General Conditions for Construclion Contracts (April 13, 2020) DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 Department permits, or other applicable permits within its jurisdiction, the exercise of such regulatory authority and the enforcement of any rules, regulations, laws and ordinances shall be deemed to have occurred pursuant to City's regulatory authority as a governmental body and shall not be attributable in any manner to City as a Party to this Contract. "City Commission" means the governing and legislative body of the City. "City Manager" means the Chief Administrative Officer of the City. The City Manager shall be construed to include the Contract Administrator and any duly authorized representatives of the City as the City Manager may designate in writing at any time with respect to any specific matter(s) concerning the Project and/or the Contract Documents (exclusive of those authorizations reserved to the City Commission or regulatory or administrative bodies having jurisdiction over any matter(s) related to the Project and/or the Contract Documents). "Claim" means a demand or assertion by one of the parties seeking, as a matter of right, adjustment or interpretation of the Contract Documents, payment of money, extension of time or other relief with respect to the Contract Documents or Project. The term "Claim" also includes other disputes and matters in question between the City and Contractor arising out of or relating to the Contract Documents. Claims must be initiated by written notice in strict accordance with the Contract Documents. The responsibility for substantiating Claims shall rest with the Party making the Claim. All Claims submitted by Contractor must comply with the requirements of the City's False Claims Ordinance, as set forth in Sections 70-300 et seq., of the City Code, or shall be forfeited in accordance with the terms of the False Claims Ordinance and conclusively waived and released. "Consultant" means the firm named in the Invitation to Bid Summary as the "Consultant," that has entered into a separate agreement with the City to perform architectural, engineering, orother design and construction administration services for the Project, and who will serve as the "architect of record" and/or "engineer of record" for the Project. Wherever the word "Architect" or "Engineer" or "Consultant" appears in the Contract Documents, it shall be deemed to refer to the Consultant and/or the design professionals engaged by the Consultant. All communications, directives, instructions, interpretations and actions required of Consultant shall be issued or taken only by or through Consultant's authorized representative(s). "Construction Superintendent" means the individual who is a representative of the Contractor, and who shall be responsible for continuous field supervision, coordination, and completion of the Work, and who shall maintain a full-time on -site, physical presence at the Project Site and satisfy the obligations of Construction Superintendent as provided in the Contract Documents. "Contract" means the written agreement between the City and the Contractor for the performance of the Work in accordance with the requirements of the Contract Documents, and for the payment of the agreed consideration. "Contract Administrator" means the City's Contract Administrator shall mean the individual appointed by the City Manager who shall be the City's authorized representative to coordinate, direct, and review on behalf of the City, all matters related to the Project. The initial Contract Administrator for the Project is named in the Invitation to Bid Summary. "Contract Documents" means all of the documents setting forth bidding information, requirements and contractual obligations for the Project, including this ITB, Contractor's Bid in response thereto, the Contract, I General Conditions for Construction Contracts (April 13, 2020( DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 and the Plans and Specifications, together with all addenda to any of the foregoing, Change Orders, Work Orders, Field Orders, schedules and shop drawings, and all other documents required by the ITB for the completion of the Project. "Contract Price" means the amount established in the Contract Documents as the total amount the City is obligated to pay for full and complete performance of all of the Work required by the Contract Documents (including, but not limited to, all labor, equipment and materials to administer, coordinate, provide related certifications, install and otherwise construct and complete the Project within the Contract Time), and as may be amended by Change Order. "Contract Time" means the number of days allowed for completion of all Work, as stipulated in the Contract Documents, and as may be amended by Change Order. "Contractor" means the individual or firm whose Bid is accepted and who enters into the Contract with the City to construct the Project pursuant to the Contract Documents and who is liable for the acceptable performance of the Work and payment of all debts pertaining to the Work. "Days" means all references to numbers of days in the Contract Documents, shall be construed to mean calendar days, unless specifically noted otherwise. The term "business days" means a day other than a Saturday, Sunday, Federal holiday or any day on which the principal commercial banks located in Miami - Dade County, Florida are not open for business during normal hours. "Field Order" or "Field Directive" means a written order which further describes details or provides interpretations necessary to complete the Work of the Contract Documents but which does not involve a change in the Contract Price or Contract Time. "Final Completion" means the date upon which all conditions and requirements of the Contract Documents, permits and regulatory agencies have been satisfied; any documents required by the Contract Documents have been received by the City; any other documents required to be provided have been received by City, and the Work has been fully completed in accordance with the Contract Documents. "Notice(s) to Proceed" or "NTP" means a written letter or directive issued by the Contract Administrator to Contractor to commence and proceed with portions of the Work as specified therein or a specific task of the Project, and stating any further limitations on the extent to which Contractor may commence and proceed with the Work. Unless otherwise approved by the City at its sole discretion, City's issuance of a Notice to Proceed for construction or portions thereof shall be contingent upon Contractor obtaining all appropriate permits and satisfying all requirements of agencies having jurisdiction. However, the City is not obligated to immediately issue NTP on the date Contractor obtains all requisite permits and/or satisfies the specified conditions precedent for issuance of NTP. The date of issuance of NTP shall be determined at the City's sole discretion once Contractor has obtained all required permits and otherwise satisfied all conditions precedent to issuance of NTP. "Owner's Contingency" means that separate fund which is available for City's use at its sole discretion to defray additional expenses relative to the design and construction of the Project, as well as additional expenses expressly chargeable to the City or otherwise deemed the responsibility of the City pursuant to the Contract Documents. The City retains exclusive use and control of the Owner's Contingency. The Contractor has no right or entitlement whatsoever to the Owner's Contingency, and use of such funds are subject to the Contract Administrator's or City Manager's prior written approval and issuance of a Change Order by the City I General Conditions for Construction Contracts (April 13, 2020) DocuSign Envelope ID D3C467A5-4625-4A6E-B395-6C583EDC7CF8 at its sole and absolute discretion. Any unused City Contingency remaining at the completion of the Project shall accrue solely to the City. "Parties" means City and Contractor, and "Party" is a reference to either City or Contractor, as the context may indicate or require. "Plans" means the drawings or reproductions thereof prepared by the Consultant, which show the location, character, dimensions and details of the Work to be done, and which are a part of the Contract Documents. "Project" means the improvements described in the Contract Documents and all Work that is contemplated thereby or reasonably inferable therefrom. "Project Initiation Date" means the date upon which the Contract Time commences. "Project Manager" means the authorized individual which is the representative of Contractor and who will administer and manage the prosecution of all Work on behalf of the Contractor. "Punch List" means the list or lists prepared by Contractor, incorporating input provided by the City or Consultant, identifying matters that remain to be completed to achieve Substantial Completion and to be completed between achievement of Substantial Completion and Final Completion in order that Final Completion can be declared by City to have occurred. "Purchase Order" means the written document issued by the City to the Contractor indicating types, quantities, and/or agreed prices for products or services to be provided to the City. "Responsible Bidder" means an offeror who has the capability in all respects to perform fully the contract requirements, and the integrity and reliability which will assure good faith performance, including, without limitation, the factors identified in Section 2-369 of the City Code. "Responsive Bidder" means a person or entity who has submitted a bid which conforms in all material respects to a solicitation. A bid or proposal of a Responsive Bidder must be submitted on the required forms, which contain all required information, signatures, notarizations, insurance, bonding, security, or other mandated requirements by the bid documents to be submitted at the time of bid opening. "Schedule of Values" means a written schedule setting forth the detailed and itemized cost breakdown, inclusive of labor, material, and taxes of all elements comprising the Contract Price. "Specifications" means the general term comprising all of the written directions, provisions and requirements contained in the Contract Documents, as amended, describing the work required to be performed, including detailed technical requirements as to labor, materials, supplies, equipment and standards to which such work is to be performed. "Subcontractor" means any person or entity supplying the Contractor with labor, materials, supplies or equipment used directly or indirectly by the Contractor in the prosecution of the Work. "Substantial Completion" means the date when the Work, as certified in writing by the Consultant, and determined by the City in its sole discretion, has been developed, designed, engineered and constructed in accordance with the Contract Documents such that all conditions of permits and regulatory agencies have 4 1 General Conditions for Construction Contracts (April 13, 2020) DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 been satisfied and the Project is ready for occupancy, utilization and continuous commercial operation for the uses and purposes intended by the City, without material interference from incomplete or improperly completed Work and with only minor punch list items remaining to be completed, all as reasonably determined by the City and evidenced by (1) the issuance of a Certificate of Occupancy or Certificate of Completion by the authority having jurisdiction; (2) the issuance of a Certificate of Substantial Completion by the Consultant, and (3) acceptance of such Certificate of Substantial Completion by the City pursuant to the Contract Documents. "Surety" means the surety company or individual which is bound by the bid bond, or by the performance bond or payment bond with and for Contractor who is primarily liable, and which surety company or individual is responsible for Contractor's satisfactory performance of the work under the contract and for the payment of all debts pertaining thereto in accordance with Section 255.05, Florida Statutes. "Work" means all construction and services required by or reasonably inferable from the Contract Documents for the completion of the Project, including the provision of all labor, materials, equipment, supplies, tools, machinery, utilities, procurement, fabrication, transportation, construction, erection, demolition, installation, insurance, bonds, permits and conditions thereof, building code changes and governmental approvals, testing and inspection services, quality assurance and/or quality control inspections and related certifications, training, surveys, studies, supervision, and administration services to be provided by the Contractor, and other items, work and services that are necessary or appropriate for the total construction, installation, furnishing, equipping, and functioning of the completed Project, together with all additional, collateral and incidental items, work and services required to achieve Final Completion in accordance with the Contract Documents. 1.2. Interpretation of the Contract Documents. 1.2.1. As used in the Contract Documents, (i) the singular shall include the plural, and the masculine shall include the feminine and neutral, as the context requires; (ii) "includes" or "including" shall mean "including, but not limited to" and "including, without limitation;" and (iii) all definitions of agreements shall include all amendments thereto in effect from time to time. 1.2.2. Whenever it shall be provided in the Contract Documents that the Contractor is required to perform a service or obligation "at its sole cost and expense" or words of substantially similar meaning, the Contractor shall not be entitled to reimbursement for such item and the cost of such service or obligation shall not be included in any Application for Payment. 1.2.3. Contract Documents shall be construed in a harmonious manner, whenever possible. The general intent of the Contract Documents is to include all items necessary for the proper execution and completion of the Project by the Contractor. 1.2.4. The Contract Documents shall be taken as a whole and are complementary, and any item of Work called for in any Contract Document shall be as binding as if called for by all, so that any part of the Work shown or described in any of the Contract Documents, though not specifically referred to in other Contract Documents, shall be executed by Contractor and binding as a part of the Contract Documents, as well as any Work which, in the sole opinion of City, may be fairly inferred from the Contract Documents or by normal industry practice. I General Conditions for Construction Contracts (April 13, 2020) DocuSign Envelope ID: D3C467A5-4625-4A6E-8395-6C583EDC7CF8 1.2.5. Detailed plans shall take precedence over general plans for the same part of the Work. Specifications and detailed plans which may be prepared or approved by City after the execution of the Contract and which may be fairly inferred from the original specifications and plans are to be deemed a part of such specifications and plans, and that portion of the Work shown thereby shall be performed without any change in the Contract Price or Project Schedule. With respect to conflicts between large-scale drawings and small-scale drawings, the larger scale drawing shall govern, unless otherwise dictated by Consultant. 1.2.6. Where compliance with two or more requirements is indicated in any of the enumerated Contract Documents and where these requirements within the Contract Documents conflict in quantity or quality, the Contractor shall comply with the most stringent requirement as determined by the City, unless specifically indicated otherwise in the Contract Documents. 1.2.7. As used in the Contract Documents, unless specifically indicated otherwise, references to an Article include all Sections, Subsections, and items within that Article; references to a Section include all Subsections and items within that Section, and references to a Subsection include all items within that Subsection. 1.2.8. Words which have a well-known technical or trade meaning are used herein in accordance with such recognized or well-known meaning, unless the Contract Documents otherwise specifically define such word. 1.2.9. The Recitals, Appendices, Exhibits and Schedules attached hereto are expressly incorporated in and made a part of the Contract Documents as if fully set forth herein. ARTICLE 2. INTENTION AND PRIORITY OF CONTRACT DOCUMENTS. 2.1. Intention of City. It is the intent of City to describe in the Contract Documents a functionally complete Project (or part thereof) to be constructed in accordance with the Contract Documents and in accordance with all codes and regulations governing construction of the Project. Any work, materials or equipment that may reasonably be inferred from the Contract Documents as being required to produce the intended result shall be supplied by Contractor whether or not specifically called for. City shall have no duties other than those duties and obligations expressly set forth within the Contract Documents. 2.2. Priority of Contract Documents. In the event of conflict or inconsistency among the Contract Documents, the following order of precedence shall govern the interpretation of the Contract Documents: a. Change Orders or Amendments to this Contract (excluding the Plans and Specifications), b. The Contract Documents (excluding the Plans and Specifications); c. Modifications or changes to the completed Plans and Specifications, as approved by the City, d. The completed Plans and Specifications, as approved by the City; and e. The ITB. In the event of any conflict between the General Terms and Conditions of the ITB (as may be amended by Change Order), and the Specifications, the provisions of the General Terms and Conditions, as amended, shall take precedence and control. I General Conditions for Construction Contracts (April 13, 2020( DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 Contractor shall be furnished two (2) copies, free of charge, of the Contract Documents, which shall be preserved and always kept accessible to the City, the Consultant, and their respective authorized representatives. Additional copies of the Contract Documents may be obtained from City at the cost of reproduction. ARTICLE 3. CONTRACTOR'S DUTIES AND RESPONSIBILITIES. 3.1. Performance of the Work. The Contractor covenants and warrants that it shall be responsible for performing and completing, and for causing all Subcontractors to perform and complete, the Work in accordance with the Contract Documents and all Applicable Laws relating to the Project. Accordingly, Contractor shall furnish all of the labor, materials, equipment services and incidentals necessary to perform all of the Work described in the Contract Documents, and all Work that is contemplated thereby or reasonably inferable therefrom. As part thereof, Contractor shall achieve Substantial Completion within the time period specified in the Invitation to Bid Summary for Substantial Completion, as such date may be extended pursuant to the terms of the Contract Documents, and shall achieve Final Completion of the Project by the date established in the Contract Documents for Final Completion, as such date may be extended pursuant to the terms of the Contract Documents. Unless otherwise provided in the Contract Documents, or as agreed to in writing between City and Contractor, the form and content of all reports, forms and regular submittals by Contractor to City shall be subject to prior approval of the City, and Contractor shall submit such materials to the City for City's approval prior to implementation. City's approval thereof shall not limit City's right to thereafter require reasonable changes or additions to approved systems, reports, forms and regular submittals by Contractor to City. 3.2. Standard of Care. The Work shall be performed in accordance with the professional standards applicable to projects, buildings, or work of complexity, quality and scope comparable to the Work and the Project. More specifically, in the performance of the professional services under this Contract, Contractor shall provide the care and skill ordinarily used by members of its profession practicing under similar conditions for projects of similar type, size and complexity at the same time and locality of the Project. Work shall be performed by the Contractor, Subcontractors, and specific personnel referred to in the in the Contract Documents in accordance with their respective degrees of participation provided and represented to the City by the Contractor from time to time. The Contractor may add Subcontractors as it deems necessary or appropriate in order to carry out its obligations under the Contract Documents, provided such entity shall be suitably qualified and shall be subject to the prior approval of the City. Nothing contained in the Contract Documents shall be construed to create any obligation or contractual liability running from the City to any such persons or entities, including to any Subcontractors. 3.3. Notices to Proceed. Contractor shall be instructed to commence the Work by written instructions in the form of a Purchase Order issued by the City's Procurement Department and a Notice to Proceed issued by the Contract Administrator. At least two (2) Notices to Proceed will be issued for this Contract. Contractor shall commence scheduling activities, permit applications and other preconstruction work within five (5) calendar days after the Project Initiation Date, which shall be the same as the date of the first Notice to Proceed. The first Notice to Proceed and Purchase Order will not be issued until Contractor's submission to City of all required documents, including but not limited to, Payment Bond, Performance Bond, and Insurance Certificate(s), and after execution of the Contract by both parties. 3.4. Conditions Precedent to Notice to Proceed for Construction of the Work. The following are conditions precedent to the issuance of a Notice to Proceed to authorize Contractor to mobilize on the Project Site and commence with physical construction of the Work (typically, the second NTP for a Project): (1) the 1 General Conditions for Conslruclion Contracts (April 13, 2020) DocuSign Envelope ID D3C467A5-4625-4A6E-B395-6C583EDC7CF8 receipt of all necessary permits by Contractor; (2) City's acceptance of the Contractor's full progress schedule in accordance with the Contract Documents, Contractor's submittal schedule, Contractor's Schedule of Values, and list of Subcontractors; (3) Contractor's Hurricane Preparedness Plan; and (4) Contractor's submission to the City and Consultant of any other documents required by the Contractor Documents. The Contractor shall submit all necessary documents required for issuance of the Notice to Proceed with construction of the Work within twenty-one (21) calendar days of the issuance of the first Notice to Proceed. 3.5. Warranty. Contractor warrants to City that all materials and equipment furnished under this Contract will be new unless otherwise specified and that all of the Work will be of good quality, free from faults and defects and in conformance with the Contract Documents. All work not conforming to these requirements, including substitutions not properly approved and authorized, may be considered defective. If required by Consultant or City, Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. This warranty is not limited by any other provision of the Contract Documents. 3.6. Personnel Requirements. 3.6.1. The orders of City are to be given through Consultant or the Contract Administrator, which instructions are to be strictly and promptly followed in every case. Contractor shall keep on the Project during its progress, a full-time competent English speaking Construction Superintendent and any necessary assistants, all satisfactory to City. The Construction Superintendent shall not be changed except with the written consent of City, unless the Construction Superintendent proves to be unsatisfactory to Contractor and ceases to be in its employ. The Construction Superintendent shall represent Contractor and all directions given to the Construction Superintendent shall be as binding as if given to Contractor and will be confirmed in writing by City upon the written request of Contractor. Contractor shall give efficient supervision to the Work, using its best skill and attention. 3.6.2. The Construction Superintendent shall be responsible for management of the Project Site and tasks, including, but not limited to, organization and coordination of the Work of Subcontractor employees, exercising control over rate of construction progress to assure completion of the Project within the Project Schedule, inspecting or observing the Work to enforce conformity to the Contract Documents and supervising trades, subcontractors, clerical staff, and other personnel employed in the construction of the Project. On a daily basis, Contractor's Construction Superintendent shall record, at a minimum, the following information in a bound log: the day; date; weather conditions and how any weather condition affected progress of the Work; time of commencement of work for the day; the work being performed, materials, labor, personnel, equipment and subcontractors at the Project Site; visitors to the Project Site, including representatives of Consultant; regulatory representatives; any special or unusual conditions or occurrences encountered; and the time of termination of work for the day. All information shall be recorded in the daily log in ink. The daily log shall be kept on the Project Site and shall be available at all times for inspection and copying by City and Consultant. 3.6.3. The Contract Administrator, Contractor and Consultant shall meet at least weekly or as determined by the Contract Administrator, during the course of the Work to review and agree upon the work performed to date and to establish the critical path activity or Work for the next two weeks. The Consultant shall publish, keep, and distribute minutes and any comments thereto of each such meeting. 3.6.4. If Contractor, in the course of prosecuting the Work, finds any discrepancy between the Contract Documents and the physical conditions of the locality, or any errors, omissions, or discrepancies in the Contract Documents, it shall be Contractor's duty to immediately inform Consultant, in writing, and Consultant I General Conditions for Construction Contracts (April 13, 2020) DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 will promptly review the same. Any work done after such discovery, until authorized, will be done at Contractors sole risk. 3.6.5. Contractor shall supervise and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences and procedures of construction. 3.6.6. The Construction Superintendent must have at least five (5) years of experience in projects of similar design, scope, size and complexity. The Project Manager must have at least five (5) years of experience in projects of similar design, scope, size and complexity. 3.7. Subcontracts. 3.7.1. Contractor shall not employ any subcontractor against whom City or Consultant may have a reasonable objection. Contractor shall not be required to employ any subcontractor against whom Contractor has a reasonable objection. 3.7.2. Contractor shall be fully responsible for all acts and omissions of its subcontractors and of persons directly or indirectly employed by its subcontractors and of persons for whose acts any of them may be liable to the same extent that Contractor is responsible for the acts and omissions of persons directly employed by it. Nothing in the Contract Documents shall create any contractual relationship between any subcontractor and City or any obligation on the part of City to pay or to see the payment of any monies due any subcontractor. City or Consultant may furnish to any subcontractor evidence of amounts paid to Contractor on account of specific work performed. 3.7.3. Contractor agrees to bind specifically every subcontractor to the terms and conditions of the Contract Documents for the benefit of City. All of the Contractor's agreements with the Subcontractors shall contain the following provisions (or shall incorporate the following provisions by reference) and shall state: a. that the Subcontractor irrevocably submits itself to the original and exclusive jurisdiction and venue in Miami -Dade County, Florida, with regard to any controversy in any way relating to the award, execution or performance of the Contract Documents and/or such Subcontractor's agreement, and whereby the Subcontractor agrees that service of process on it may be made to the person or entity designated in the Subcontract; b. that the City shall not be in privity of contract with the Subcontractor and shall not be liable to any Subcontractor under the Contract Documents or any such subcontract, except for the payments of amounts due to the Subcontractor under its subcontract in the event that the City exercises its rights under any assignment of the subcontract and requests or directs the Subcontractor to perform the portion of the Work covered by its subcontract; C. that the City is a third -party beneficiary of the Subcontract, entitled to enforce any rights thereunder for their respective benefits, and that, subject to the terms of the applicable Subcontract, the City shall have the same rights and remedies vis-a-vis such Subcontractors that Contractor shall have, including the right to be compensated for any loss, expense or damage of any nature whatsoever incurred by the City resulting from any breach of such Subcontract by Subcontractor, any breach of representations and 9 1 General Conditions for Construction Contracts (April 13, 2020( DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 warranties, if any, implied or expressed, arising out of such agreements and any error, omission or negligence of such Subcontractor in the performance of any of its obligations under such Subcontract; d. that the Subcontractor shall indemnify and hold harmless the City, its officers, agents, directors, and employees, and instrumentalities to the fullest extent permitted by Section 725.06 of the Florida Statutes; e. that such subcontract shall be terminable for default or convenience upon ten (10) days prior written notice by Contractor, or, if the Subcontract has been assigned to the City, by the City or its designee; f. that Subcontractor shall promptly notify the City (with a copy to Contractor) of any default of Contractor under the Subcontract, whether as to payment or otherwise; g. that Contractor and Subcontractor acknowledge that (i) they are each entering into a contract for the construction of a public facility or public works project as contemplated in Chapter 255, Florida Statutes, and (ii) each have no right to file a construction lien against the Work or the Project, and further agree to include a similar requirement in any purchase order or subcontract entered into by Subcontractor; and (iii) the payment bond provided by Contractor pursuant to this Agreement is a substitute for the right to claim a lien on the Project, and that any claims for nonpayment shall be made against the bond in accordance with Section 255.05, Florida Statutes. h. that Subcontractor shall comply with all Applicable Laws (including prompt payment) and the City requirements as set forth in the Contract Documents and maintain all files, records, accounts of expenditures for Subcontractor's portion of the Work to the standards set forth in the Contract Documents. i. that the City may, at reasonable times, contact Subcontractor, after notice to Contractor, to discuss, or obtain a written report of, Subcontractor's services, with Contractor entitled to be present during any such discussions; provided that in no event, prior to any assignment of the Subcontract to the City, shall Subcontractor take instructions directly from the City; j. that Subcontractor promptly disclose to the City and Contractor any defect, omission, error or deficiency in the Contract Documents or the Work about which it has knowledge no later than ten (10) days following discovery of such defect, omission, error or deficiency; k. that Subcontractor assign all warranties directly to the City, I. that the Contract Documents provide a limitation of remedies and NO DAMAGES FOR DELAY as delineated in Article 10 hereof, M. that in the event of a change in the Work the Subcontractor's Claim for adjustments in the subcontract price shall be limited exclusively to its actual costs for such changes, plus no more than the overhead and profit fees/markups and bond costs to be established as part of the GMP Amendment. n. Each subcontract shall require the Subcontractor to expressly agree that the foregoing constitutes the sole and exclusive remedies for delays and changes in the Work and thus eliminate any other remedies for claim for increase in the subcontract price, damages, losses or additional compensation. I U I General Conditions for Construction Contracts (April 13, 2020) DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 o. Each subcontract shall require that any claims by Subcontractor for delay or additional cost must be submitted to Contractor within the time and in the manner in which the Contractor must submit Claims to the City, and that failure to comply with the conditions for giving notice and submitting claims shall result in the waiver of such claims in the same manner as provided for in the Contract Documents. 3.7.4. Contractor shall perform the Work with its own forces, in an amount not less than the percentage of the Work specified in the Invitation to Bid Summary. 3.8. Plans and Working Drawings. 3.8.1. Contractor to Check Plans, Specifications and Data. Contractor shall verify all dimensions, quantities and details shown on the plans, specifications or other data received from Consultant, and shall notify Consultant of all errors, omissions and discrepancies found therein within three (3) calendar days of discovery. Contractor shall not be allowed to take advantage of any error, omission or discrepancy, as full instructions will be furnished by Consultant. Contractor shall not be liable for damages resulting from errors, omissions or discrepancies in the Contract Documents unless Contractor recognized such error, omission or discrepancy and failed to report it to Consultant, or unless Contractor should have recognized such error, omission or discrepancy upon reasonable investigation. 3.8.2. Supplementary Drawings. When, in the opinion of Consultant, it becomes necessary to explain the Work to be done more fully, or to illustrate the Work further, or to show any changes which may be required, supplementary drawings, with specifications pertaining thereto, will be prepared by Consultant. The supplementary drawings shall be binding upon Contractor and shall be considered as part of the Contract Documents. Where such supplementary drawings require either less or more than the original quantities of work, appropriate adjustments shall be made by Change Order. In case of disagreement between the written and graphic portions of the Contract Documents, the written portion shall govern. 3.8.3. Shop Drawings. 3.8.4.1. Contractor shall submit Shop Drawings as required by the Technical Specifications. The purpose of the Shop Drawings is to show the suitability, efficiency, technique of manufacture, installation requirements, details of the item and evidence of its compliance or noncompliance with the Contract Documents. 3.8.4.2. Within ten (10) calendar days after the Project Initiation Date specified in the Notice to Proceed, Contractor shall submit to Consultant a complete list of preliminary data on items for which Shop Drawings are to be submitted and shall identify the critical items. Submission of such documents is a condition precedent to the issuance of a Notice to Proceed for construction. Approval of this list by Consultant shall in no way relieve Contractor from submitting complete Shop Drawings and providing materials, equipment, etc., fully in accordance with the Contract Documents. This procedure is required in order to expedite final approval of Shop Drawings. 3.8.4.3. After the approval of the list of items required herein, Contractor shall promptly request Shop Drawings from the various manufacturers, fabricators, and suppliers. Contractor shall include all shop drawings and other submittals in its certification. 3.8.4.4. Contractor shall thoroughly review and check the Shop Drawings and each and every copy shall show this approval thereon. 1 1 1 General Conditions for Construction Contracts (April 13, 2020) DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 3.8.4.5. If the Shop Drawings show or indicate departures from the Contract requirements, Contractor shall make specific mention thereof in its letter of transmittal. Failure to point out such departures shall not relieve Contractor from its responsibility to comply with the Contract Documents. 3.8.4.6. Consultant shall review and approve Shop Drawings within seven (7) calendar days from the date received, unless said Drawings are rejected by Consultant for material reasons. Consultant's approval of Shop Drawings will be general and shall not relieve Contractor of responsibility for the accuracy of such Drawings, nor for the proper fitting and construction of the work, nor for the furnishing of materials or work required by the Contract Documents and not indicated on the Drawings. No work called for by Shop Drawings shall be performed until the said Drawings have been approved by Consultant. Approval shall not relieve Contractor from responsibility for errors or omissions of any sort on the Shop Drawings. 3.8.4.7. No approval will be given to partial submittals of Shop Drawings for items which interconnect and/or are interdependent where necessary to properly evaluate the design. It is Contractor's responsibility to assemble the Shop Drawings for all such interconnecting and/or interdependent items, check them and then make one submittal to Consultant along with its comments as to compliance, noncompliance, or features requiring special attention. 3.8.4.8. If catalog sheets or prints of manufacturers' standard drawings are submitted as Shop Drawings, any additional information or changes on such drawings shall be typewritten or lettered in ink. 3.8.4.9. Contractor shall submit the number of copies required by Consultant. Resubmissions of Shop Drawings shall be made in the same quantity until final approval is obtained. 3.8.4,10. Contractor shall keep one set of Shop Drawings marked with Consultant's approval at the job site at all times. 3.8.4. Field Layout of the Work and Record Drawings. The entire responsibility for establishing and maintaining line and grade in the field lies with Contractor. 3.8.5.1. Contractor shall maintain an accurate and precise record of the location and elevation of all pipe lines, conduits, structures, maintenance access structures, handholes, fittings and the like and shall prepare record or "as -built" drawings of the same which are sealed by a Professional Surveyor. Contractor shall deliver these records in good order to Consultant as the Work is completed. The cost of all such field layout and recording work is included in the prices bid for the appropriate items. All record drawings shall be delivered to Consultant prior to Substantial Completion, in accordance with the Contract Documents. 3.8.5.2. Contractor shall maintain in a safe place at the Project Site one record copy of all Drawings, Plans, Specifications, addenda, written amendments, Change Orders, Field Orders and written interpretations and clarifications in good order and annotated to show all changes made during construction. These record documents together with all approved samples and a counterpart of all approved Shop Drawings shall be available at all times to Consultant for reference. Upon Final Completion of the Project and prior to Final Payment, these record documents, samples and Shop Drawings shall be delivered to the Contract Administrator. 3.8.5.3. Prior to, and as a condition precedent to Final Payment, Contractor shall submit to City, Contractor's record drawings or as -built drawings acceptable to Consultant. 2 I General Conditions (or Construction Contracts (April 13, 2020) DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 3.8.5. Art in Public Places ("AIPP") Coordination. Contractor shall coordinate the implementation of the City's AIPP commissions and installations for the Project, if any, with all such coordination Work covered within the Contract Price, provided, however, that the City shall separately fund the commissioning and installations of all AIPP artworks. 3.8.6. City's Participation. THE CITY HAS NO OBLIGATION TO ASSIST, FACILITATE AND/OR PERFORM IN ANY WAY THE CONTRACTOR'S OBLIGATIONS UNDER THE AGREEMENT OR OTHER CONTRACT DOCUMENTS. THE CITY'S PARTICIPATION, FACILITATION AND/OR ASSISTANCE TO THE CONTRACTOR SHALL BE AT ITS SOLE DISCRETION AND SHALL NOT, IN ANY WAY, BE CONSTRUED, INTERPRETED AND/OR CONSTITUTE AN ASSUMPTION BY THE CITY OF CONTRACTOR'S OBLIGATIONS, A WAIVER OF CONTRACTOR'S OBLIGATIONS AND/OR EXCUSE ANY BREACH BY CONTRACTOR OF ITS OBLIGATIONS UNDER THE CONTRACT DOCUMENTS. THE PARTICIPATION IN THE PERFORMANCE OF ANY OF CONTRACTOR'S OBLIGATIONS SHALL NOT PRECLUDE THE CITY FROM DECLARING CONTRACTOR IN DEFAULT FOR CONTRACTOR'S FAILURE TO PERFORM SUCH OBLIGATION, NOR SHALL IT LIMIT, IN ANY WAY, THE CITY'S RIGHTS AND REMEDIES IN CONNECTION THEREWITH. THE CONTRACTOR EXPRESSLY ACKNOWLEDGES AND AGREES NOT TO RAISE OR ASSERT AS DEFENSE TO ANY CLAIM, ACTION, SUIT AND/OR OTHER PROCEEDING OF A SIMILAR NATURE, THE CITY'S PARTICIPATION, ASSISTANCE AND/OR FACILITATION IN THE PERFORMANCE OF CONTRACTOR'S OBLIGATIONS. INCLUDING, WITHOUT LIMITATION, ASSISTING WITH OBTAINING PERMITS OR WITH COORDINATION WITH UTILITIES, OR OTHER MATTERS RELATED TO THE PROJECT. IN THE EVENT OF ANY CONFLICT BETWEEN THIS SECTION AND/OR ANY OTHER PROVISION OF THIS AGREEMENT OR OTHER CONTRACT DOCUMENTS, THIS SECTION SHALL GOVERN. 3.8.7. City's Information. Except for any tests or studies that the City provides as part of the ITB, any information provided by the City to the Contractor relating to the Project and/or other conditions affecting the Project Site, is provided only for the convenience of the Contractor and does not relieve the Contractor of the due diligence necessary to independently verify local conditions and Site Conditions. The City makes no representation or warranty as to, and assumes no responsibility whatsoever with respect to, the sufficiency, completeness or accuracy of any such test, studies or other information and makes no guarantee, either express or implied, that the conditions indicated in such information or independently found by the Contractor as a result of any examination, exploration or testing, are representative of those existing throughout the performance of the Work or the Project Site, and there is no guarantee against unanticipated or undisclosed conditions. ARTICLE 4. CONTRACT PRICE. 4.1. If the Invitation to Bid Summary or any other Contract Documents contemplate unit pricing for the Project or any portion thereof, City shall pay to Contractor the amounts determined for the total number of each of the units of work completed at the unit price stated in the schedule of prices bid. The number of units contained in this schedule is an estimate only, and final payment shall be made for the actual number of units incorporated in or made necessary by the Work covered by the Contract Documents. Payment shall be made at the unit prices applicable to each integral part of the Work. These prices shall be full compensation for all costs, including overhead and profit, associated with completion of all the Work in full conformity with the requirements as stated or shown, or both, in the Contract Documents. The cost of any item of work not covered by a definite Contract unit price shall be included in the Contract unit price or lump sum price to which the item is most applicable. 1 3 1 General Conditions for Construction Contracts (April 13, 2020) DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 4.2. If the Invitation to Bid Summary or any other Contract Documents contemplate lump sum pricing for the Project, the Contract Price shall be the amount specified in the Contract, consisting of a base bid, and a separate line item for the Owner's Contingency (to be used solely by the City at its sole discretion for the purposes described in the Contract Documents). The Contract Price, exclusive of the Owner's Contingency, shall be full compensation for all labor, materials, equipment, costs, and expenses, including overhead and profit, associated with completion of all the Work accordance with the requirements of the Contract Documents, including all Work reasonably inferable therefrom, even if such item of Work is not specifically or expressly identified as part of a line item in the ITB Price Form. 4.3. To the extent the Project includes both unit prices and a lump sum price, then all sections of this Article 4 shall apply to the item of Work in question, as applicable. 4.4. No Compensation Prior to Notice to Proceed. Prior to the City's issuance of any Notice to Proceed, Contractor shall not incur any cost to be reimbursed as part of the Project, except as the Contract Administrator may authorize in writing. 4.5. Owner's Contingency. The Owner's Contingency shall be an amount, determined by the City, which will be available to the City to pay for Project costs which are expressly chargeable to the City or determined to be the City's responsibility under the Contract Documents, including, as it relates to the Contractor, the following increased costs of the Project incurred by Contractor: a. Express written changes in the Work made in the discretion of the City after issuance of a Change Order or Construction Change Directive relating thereto. The decision to make such changes, and to incur the costs that arise there from, shall be in the sole discretion of the City. No costs may be charged to the Owner's Contingency under this subsection without express approval of City. b. Changes to the Work if ordered by agencies having jurisdiction, provided such Work directly results from City's issuance of a Notice to Proceed prior to obtaining full permits thereon; c. In the event of Excusable Delay, reasonable acceleration costs to meet milestones, if approved by the City at its sole and absolute discretion; d. Differing site conditions pursuant to the Contract Documents; e. Post -hurricane or storm -related Construction Change Directives (to address matters that are in addition to, or not covered by, the Contractor's City -approved Hurricane Preparedness Plan required by the Contract Documents); f. Increased Costs of the Work resulting from other actions of the City deemed to be City's responsibility and/or compensable under the Contract Documents. Unless Contractor secures City's written agreement that such costs are City's responsibility, documentation of responsibility for such costs shall be submitted with the Contractor's Claim. When Contractor has reason to anticipate that such costs may be incurred, it shall be the Contractor's responsibility, when feasible, to provide the City with sufficient advance notice, so as to provide the City with a reasonable opportunity to avoid such costs. Such costs shall be deemed the City's responsibility if City subsequently agrees in writing to grant the Claim and accept such responsibility, or if the Claim is granted and responsibility assigned to City pursuant to the dispute resolution process under the Contract Documents and all reviews thereof are exhausted or waived by City. The Contractor has no right or entitlement whatsoever to the Owner's i 4 1 General Conditions for Construction Contracts (April 13, 2020) DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 Contingency, and use of such funds are subject to the City's prior written approval and issuance of a Change Order or Construction Change Directive by the City at its sole and absolute discretion. Any unused City Contingency remaining at the completion of the Project shall accrue solely to the City. ARTICLE 5. APPLICATION FOR PAYMENT. 5.1. Applications for Payment for the Work performed by Contractor shall be made monthly based upon the percent completion of the Work for each particular month and in accordance with the Contract Documents. The percent completion shall be based upon the updated and City -approved Project Schedule as required by the Contract Documents Contractor's application shall show a complete breakdown of the Project components, the quantities completed and the amount due, together with such supporting evidence as may be required by Consultant or City. Contractor shall include, with each Application for Payment, an updated progress schedule as required by the Contract Documents and a release of liens and consent of surety relative to the Work which is the subject of the Application. Following submission of acceptable supporting documentation along with each Application for Payment, City shall make payment to Contractor after approval by Consultant of an Application for Payment, less retainage as herein provided for and/or withholding of any other amounts pursuant to the Contract Documents, within twenty-five (25) days in accordance with Section 218.735 of the Florida Statutes. 5.2. The City shall withhold from each progress payment made to Contractor retainage in the amount of ten percent (10%) of each such payment until fifty percent (50%) of the Work has been completed. The Work shall be considered 50% complete at the point at which the City has expended 50% of the approved Cost of the Work together with all costs associated with existing change orders or other additions or modifications to the construction services provided for in the Contract Documents. Thereafter, the Contract Administrator shall reduce to five percent (5%) the amount of retainage withheld from each subsequent progress payment made to the Contractor, until Substantial Completion. Any reduction in retainage shall be in accordance with Section 255.078 of the Florida Statutes, as may be amended, and shall otherwise be at the sole discretion of the Contract Administrator, after considering any recommendation of Consultant with respect thereto. Contractor shall have no entitlement to a release of, or reduction in, retainage, except as may be required herein or by Florida law. Any interest earned on retainage shall accrue to the benefit of City. All requests for retainage reduction shall be in writing in a stand-alone document, separate from monthly applications for payment. 5.3. Notwithstanding any provision hereof to the contrary, the City may withhold payments to the Contractor in the following circumstances: a, correction or re -execution of Work which is defective or has not been performed in accordance with the Contract Documents and which the Contractor has failed to correct in accordance with the terms of the Contract Documents; b. past due payments owed to Subcontractors for which City has not been provided an appropriate release of lien/claim (whether or not the Work in question is the subject of any dispute); c. the City's remedies arising from any failure to perform the Contract Documents' requirements or uncured Default of this Contract by the Contractor; 1 S I General Conditions for Construction Contracts (April 13, 2020) DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 d, damage to another contractor or third -party (including, without limitation, the property of any resident or business in the area surrounding the Project Site) which has not been remedied or, damage to City property which has not been remedied, e. liquidated damages; f. failure of Contractor to provide a Recovery Schedule in accordance with the Contract Documents, g. failure of Contractor to provide any and all material documents required by the Contract Documents including, without limitation, the failure to maintain as -built drawings in a current and acceptable state; and h. pending or imminent Claims of the City or others including, without limitation, Claims which are subject to Contractor's indemnity obligation under the Contract Documents, for which the Contractor has not posted bonds or other additional security reasonably satisfactory to the City. Except as otherwise specifically provided in the Contract Documents, in no event shall any interest be due and payable by the City to the Contractor or any other party on any of the sums retained by the City pursuant to any of the terms or provisions of any of the Contract Documents. 5.4. No acceptance. No progress payment made by the City to Contractor shall constitute acceptance of any portion of the Work, any goods or materials provided under this Agreement or any portion thereof. No partial or entire use or occupancy of the Project by the City shall constitute an acceptance of any portion of the Work or the complete Project which is not in accordance with the Contract Documents. 5.5. Final Bill of Materials. Upon request by the City, Contractor shall be required to submit to City and Consultant a final bill of materials with unit costs for each bid item for supply of materials in place. This shall be an itemized list of all materials with a unit cost for each material and the total shall agree with unit costs established for each Contract item. A Final Certificate for Payment cannot be issued by Consultant until Contractor submits the final bill of materials and Consultant verifies the accuracy of the units of Work. 5.6. Payment by City for Tests. Except when otherwise specified in the Contract Documents, the expense of all tests requested by Consultant shall be borne by City and performed by a testing firm chosen by the City. For road construction projects the procedure for making tests required by Consultant will be in conformance with the most recent edition of the State of Florida, Department of Transportation Standard Specifications for Road and Bridge Construction. The cost of any required test which Contractor fails shall be paid for by Contractor. 5.7. Form of Application: Projected Payment Schedule, The Contractor shall make each Application for Payment on AIA Form G702 or other form approved by the City, which incorporates the budget and the Schedule of Values. For each line item, the Contractor shall state the approved cost, the cost to date, and the projected total cost, and retainage held (if any), shall state that the projected total cost shall not exceed the approved cost, as adjusted by Change Order. Each Application for Payment shall also state the actual costs incurred by the Contractor for the payment period covered by such Application for Payment. ARTICLE 6. PROJECT SCHEDULE AND CONTRACT TIME. 16 1 General Conditions For Construction Contracts (April 13, 2020) DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 6.1. Time for Completion. Time is of the essence throughout this Contract. Contractor shall perform the Work so as to achieve Substantial Completion within the number of days specified for Substantial Completion in the Invitation to Bid Summary, and the Project shall be completed and ready for final payment as set forth herein within the number of days specified for Final Completion in the Invitation to Bid Summary, with such Final Completion date calculated from the date certified by Consultant as the date of Substantial Completion. 6.2. Proiect Schedule; Preliminary Matters. As a condition of issuance of a Notice to Proceed for the construction of the Work (typically, NTP2), Contractor shall submit to Consultant for Consultant's review and acceptance: 6.2.1. A project "Base Line" schedule, one (1) copy on a CD and One (1) hard copy (activities arranged in "waterfall"), in the indicated form for Final review and approval, in accordance with the Project Scheduling Format required in the Invitation to Bid Summary. (CPM shall be interpreted to be generally as outlined in the Association of General Contractors (AGC) publication, "The Use of CPM in Construction.") Contractor shall provide a preliminary man loaded, logic based "Base Line" Project schedule using "Early Start" and "Early Finish" dates for each activity. The Contractor shall include, in addition to normal work activity input, input that encompasses all submittal approvals, delivery durations for important materials and/or equipment, and Logic relationships of activities including physical and site restraints. The preliminary Base Line project schedule when submitted shall have attached a run of the programs generated error report that states no errors and be acceptable to Consultant and City. Monthly, Contractor shall submit with each Application for Payment an update of the Project Schedule with an error report stating no errors (that does not revise the base line schedule), showing the progress for the month ("Progress Schedule"). CONTRACTOR SHALL SUBMIT ONE HARD COPY AND ONE ELECTRONIC COPY (including a native version and a pdf). In addition to the Progress Schedule Contractor shall include a narrative report of the months' progress, an explanation of any delays and or additions/deletions to activities. City's acceptance of a Progress Schedule for purposes of City's approval of an Application for Payment shall not constitute or be construed as City's approval of the Progress Schedule itself, or as approval of any change to the Project Schedule. Any changes to the Project Schedule, if agreed to, shall be memorialized in a duly executed Change Order. It is strongly recommended that Contractor or the professional who performs scheduling have a vast knowledge in the use of the required scheduling software specified in the Invitation to Bid Summary to develop and update the project schedule. CONTRACTOR agrees to attend weekly progress meetings and provide an two (2) week look ahead schedule for review and discussion and monthly be prepared to discuss any: 1) Proposed changes to the Base Line schedule logic; 2) Explain and provide a narrative for reasons why logic changes should be made; 3) Update to individual subcontractor activities; and 4) Integration of changes into the schedule. 17 1 General Conditions for Construction Contracts (April 13, 2020( DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 The Project Schedule shall be the basis of the Contractor's Work and shall be complied with in all respects. 6.2.2. A preliminary schedule of Shop Drawing submissions; and 6.2.3. In a lump sum contract or in a contract which includes lump sum bid items of Work, a preliminary schedule of values for all of the Work which may include quantities and prices of items aggregating the Contract Price and will subdivide the Work into component parts in sufficient detail to serve as the basis for progress payments during construction. Such prices will include an appropriate amount of overhead and profit applicable to each item of work which will be confirmed in writing by Contractor at the time of submission. If requested by the City, Contractor shall provide additional breakdowns as to any line item, to show labor, equipment, materials and overhead and profit. 6.2.4. After award but prior to the submission of the progress schedule, Consultant, Contract Administrator and Contractor shall meet with all utility owners and secure from them a schedule of utility relocation, provided, however, that by facilitating Contractor's efforts to coordinate with such utilities, City is not assuming the obligation to coordinate any necessary relocations and Contractor shall be solely responsible for such coordination. 6.2.5. At a time specified by Consultant but before Contractor starts the work at the Project Site, a conference attended by Contractor, Consultant and others as deemed appropriate by Contract Administrator will be held to discuss the schedules to discuss procedures for handling Shop Drawings and other submittals and for processing Applications for Payment, and to establish a working understanding among the parties as to the Work. 6.2.6. Within five (5) days from the Project Initiation Date set forth in the Notice to Proceed, a pre - construction meeting attended by Contractor, Consultant and others, as appropriate, will be held to finalize the schedules submitted. Within ten (10) days after the Project Initiation Date set forth in Notice to Proceed, the Contractor shall revise the original schedule submittal to address all review comments from the CPM review conference and resubmit for Consultant review. The finalized progress schedule will be accepted by Consultant only as providing an orderly progression of the Work to completion within the Contract Time, but such acceptance shall not constitute acceptance by City or Consultant of the means or methods of construction or of the sequencing or scheduling of the Work, and such acceptance will neither impose on Consultant or City responsibility for the progress or scheduling of the Work nor relieve Contractor from full responsibility therefore. The finalized schedule of Shop Drawing submissions must be acceptable to Consultant as providing a workable arrangement for processing the submissions. The finalized schedule of values must be acceptable to Consultant as to form and substance. 6.3. Recovery Schedule. 6.3.1. If Contractor's Work, or any portion of the Work, becomes more than (30) days behind schedule, if the Work on any critical path item or activity delineated in the Project Schedule is delayed for a period which exceeds 5% of the days remaining until a completion deadline for an item in the Project Schedule, or if the reasonably appears that the Contractor will be unable to meet the deadlines of the Project Schedule, the City may notify Contractor of same, and in such case, the Contractor shall submit a proposed recovery plan to regain lost schedule progress and to achieve any Project milestones, Substantial Completion, and Final Completion in accordance with the Contract Documents ("Recovery Schedule"), after taking into account Excusable Delays (as hereinafter defined) and permitted extensions of the Project for 18 1 General Conditions for Construction Contracts (April 13, 2020) DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 review and acceptance within seven (7) days following notification from the City, so as to ensure Contractor makes up lost time. 6.3.2. City shall notify Contractor within five (5) business days after receipt of each Recovery Schedule, whether the Recovery Schedule is deemed accepted or rejected. Within five (5) business days after City's rejection of any Recovery Schedule, Contractor will resubmit a revised Recovery Schedule incorporating City's comments. If the City accepts Contractor's Recovery Schedule, Contractor shall, within five (5) business days after City's acceptance, incorporate and fully include the Recovery Schedule into the Project Schedule and deliver same to City. 6.3.3. If the Contractor fails to provide an acceptable Recovery Schedule, as determined by City in its sole discretion, that demonstrates Contractor's ability to timely follow the Project Schedule, the City may, without prejudice to any other rights and remedies available to the City hereunder or otherwise, declare an Event of Default or order the Contractor to employ such extraordinary measures, including acceleration of the Work, and other measures, including substantially increasing manpower and/or necessary equipment, as may be necessary to bring the Work into conformity with the Project Schedule. 6.4. Substantial Completion. As a condition of Substantial Completion, all of the following must occur: 6.4.1. All Work affecting the operability of the Project or safety has been completed in accordance with the Contract Documents; 6.4.2. If applicable, all pre -commissioning activities, including alignment, balancing, lubrication and first -fill, have been completed, 6.4.3. The Work may be operated within manufacturers' recommended limits (with all installation instructions, operations and maintenance manuals or instructions for equipment furnished by Contractor, catalogs, product data sheets for all materials furnished by Contractor and similar information provided), in compliance with Applicable Laws, and without damage to the Work or to the Project; 6.4.4. Contractor has corrected all defects, deficiencies and/or discrepancies to the entire Work as identified by the City or the Consultant, and the Consultant confirms such corrections have been made in writing; 6.4.5. The most recent updated set of "as -built" drawings reflecting the progress of the Work through Substantial Completion (in native file format, such as autoCAD); 6.4.6. When Contractor believes it has achieved Substantial Completion, Contractor shall request an inspection by the City and the Consultant, and shall provide the City with evidence supporting its assessment of Substantial Completion, including any specific documents or information requested by the City to assist in its evaluation thereof. Contractor shall, prior to said inspection, develop its preliminary Punch List for input and comment by the City and the Consultant. Once the preliminary Punch List is submitted to the City, the City and its representatives shall then schedule a walk-through of the Project with Contractor and the Consultant. Following the walk-through, Contractor shall develop and provide City with the list of all remaining items of Work to be completed or corrected, and which incorporates items and comments identified or provided by the City and Consultant comments and is certified for completeness and accuracy by the Consultant ("Substantial Completion Punch List"), provided, however, that failure to include any items on 9 I General Conditions for Construction Contracts JApril 13, 2020) DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 such Substantial Completion Punch List does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents; and 6.4.7. Any and all appurtenances, utilities, transportation arteries and any other items required under the Contract Documents and necessary to serve that portion of the Work are sufficiently completed, a temporary certificate of completion or Certificate of Occupancy, as applicable, is issued for the Work for which a Certificate of Substantial Completion is being sought and/or all conditions or requirements of authorities having jurisdiction are complied with, to permit the City to utilize and occupy that portion for its intended use in accordance with the Contract Documents without material interference from any incomplete or improperly completed items of Work, 6.4.8. With respect to any Project for which a right-of-way permit is required from the City's Public Works Department or which includes a final lift of asphalt as part of the Work, in no event shall Substantial Completion occur prior to the final lift of asphalt and acceptance thereof by the agencies having jurisdiction (including, without limitation, the City's Public Works Department). 6.5. Certificate of Substantial Completion. Any determination by the Consultant and the Contractor of Substantial Completion shall not be binding on the City, and the ultimate determination of Substantial Completion shall rest with the City and shall be evidenced by the City's executing and returning to the Contractor its Certificate of Substantial Completion (or Partial Substantial Completion, as applicable). 6.5.1. When the City, on the basis of an inspection, determines that the Work or designated portion thereof is substantially complete, and when the Contractor has complied with all other conditions precedent to Substantial Completion provided for in the other Contract Documents, the City will then prepare a Certificate of Substantial Completion which shall establish the Substantial Completion Date, shall state the responsibilities of Contractor, if any, for security, maintenance, heat, utilities, damage to the Work, and insurance, and shall fix the time within which the Contractor shall complete the items listed in the Substantial Completion Punch List. If the City issues a Certificate of Substantial Completion on the basis of partial completion of the Project, or upon the basis of a partial or temporary certificate of occupancy or certificate of completion, as applicable, City may include such additional conditions, as it deems appropriate to protect its interests pending substantial completion of the entire Project or issuance of a permanent certificate of occupancy or certificate of completion, as applicable. 6.5.2. The City shall not unreasonably withhold or condition acceptance and execution of a Certificate of Substantial Completion (or a Notice of Partial Substantial Completion); provided, however, the Project shall not be deemed Substantially Complete and the City shall not execute a Certificate of Substantial Completion until all of the criteria for achieving Substantial Completion as identified in the Contract Documents have been satisfied, and (2) in the case of a portion of the Project, the conditions set forth this Article 6 relating to Partial Substantial Completion shall have been satisfied. 6.6. Partial Substantial Completion, Partial Substantial Completion of the Work shall occur when the City determines that a portion of the Work, as defined in the Contract Documents and/or otherwise by logical boundaries, is Substantially Complete in accordance with the Contract Documents. The City may (but shall not be obligated to) agree that a portion or component of the Work, acceptable to the City in its sole discretion, may be certified as Substantially Complete provided that: 6.6.1. The requirements provided in this Article 6 for issuance of a Certificate of Substantial Completion are complied with for the portion of the Work for which a Notice of Partial Substantial Completion is being 20 1 General Conditions for Construction Contracts (April 13, 2020) DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 sought; 6.6.2. Such portion and any and all appurtenances, utilities, transportation arteries and any other items required under the Contract Documents and necessary to serve that portion of the Work are sufficiently completed, a temporary certificate of completion or Certificate of Occupancy, as applicable, is issued for the portion of the Work for which a Certificate of Partial Substantial Completion is being sought and/or all conditions or requirements of authorities having jurisdiction are complied with, to permit the City to utilize and occupy that portion for its intended use in accordance with the Contract Documents without material interference from any incomplete or improperly completed items of Work; 6.6.3. The City is fully able to use and occupy the portion of the Work for the purposes intended and the Contractor separates the portion of the Work which is Substantially Complete from non -complete areas of the Project in order to prevent noise, dust and other construction disturbances which would materially interfere with the use of such portion for its intended use in accordance with the Contract Documents and to assure the safety of those entering, exiting and occupying the Substantially Completed portion of the Work; 6.6.4. Partial Substantial Completion shall not constitute Final Completion of the Work or Substantial Completion of the Project, nor shall it relieve the Contractor of any responsibility for the correction of Work (whether or not included in portion of Work Substantially Complete) or for the performance of Work not complete at the time of Partial Substantial Completion. 6.7. Liauidated Damaaes. 6.7.1. Upon failure of Contractor to achieve Substantial Completion within the time period specified in the Invitation to Bid Summary for Substantial Completion, as such date may be extended pursuant to the terms of the Contract Documents, Contractor shall pay to City the sum specified in the Invitation to Bid Summary for "Liquidated Damages" for each calendar day after the time specified in the Invitation to Bid Summary for Substantial Completion, plus any approved time extensions, for Substantial Completion. Partial Substantial Completion shall not relieve Contractor of any responsibility for Liquidated Damages for failure to timely achieve Substantial Completion. 6.7.2. After Substantial Completion is achieved, should Contractor fail to complete the remaining Work within the time specified in the Invitation to Bid Summary for Final Completion, plus approved time extensions thereof, Contractor shall pay to City the sum set forth in the Invitation to Bid Summary as "Liquidated Damages" for each calendar day after the time specified in the Invitation to Bid Summary for Final Completion, plus any approved extensions. 6.7.3. Contractor agrees that the Liquidated Damages set forth herein are not penalties and have been set based on an evaluation by City of damages to City and the public caused by untimely performance. Such damages may include loss of revenues to the City, and additional costs of administering this Agreement, including Project staff, legal, accounting, consultants and overhead and other administrative costs. Contractor acknowledges that the amounts established for Liquidated Damages are fair and commercially reasonable. Contractor and City have agreed to the Liquidated Damages in order to fix Contractor's costs and to avoid later disputes over which items are properly chargeable to Contractor as a consequence of Contractor's delays. 21 1 General Conditions for Construction Contracts (April 13, 2020) DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 The above -stated liquidated damages shall apply separately to each portion of the Project for which a time for completion is given. City is authorized to deduct liquidated damages from monies due to Contractor for the Work under this Contract or as much thereof as City may, in its sole discretion, deem just and reasonable. Liquidated Damages shall apply, whether or not the City terminates Contractor for cause and whether or not Surety completes the Project after a Default by Contractor. Liquidated Damages shall apply solely to claims arising from delay in meeting any milestone for which the right to assess Liquidated Damages is specified, including, without limitation, Substantial Completion, and Final Completion, and shall be the City's sole remedy for delay, and are not intended to, and do not, liquidate Contractor's liability under any other provision of the Contractor Documents for other events not specifically referenced in this Article 6. Liquidated Damages shall not liquidate Contractor's liability under the indemnification provisions of this Agreement. Contractor, in addition to reimbursing City for Liquidated Damages or other damages for untimely performance as provided herein, shall reimburse City for all costs incurred by City to repair, restore, or complete the Work, as may be provided by the Contract Documents, including, without limitation, any additional design fees that may be due to the Consultant related thereto. All such costs shall be deducted from the monies otherwise due Contractor for performance of Work under this Agreement by means of unilateral credit or deductive Change Orders issued by City. In the event a court of competent jurisdiction determines that any Liquidated Damages amount herein is unenforceable notwithstanding Contractor's agreement herein that such amounts are fair and reasonable, Contractor shall not be relieved of its obligations to the City for the actual damages resulting from the failure to timely achieve Substantial Completion or Final Completion in accordance with the requirements of the Contract Documents. Without limiting the foregoing, City and Contractor covenant not to bring any action in a court of competent jurisdiction that would ask the court to rule that the Liquidated Damages amounts are not fair and reasonable. 6.8. Beneficial Occupancy. Beneficial Occupancy shall occur when the City determines that a portion of the Work may be occupied prior to Substantial Completion. City may take Beneficial Occupancy in accordance with the provisions of the Contract Documents. 6.8.1. Prior to the anticipated date of Beneficial Occupancy, Contractor shall separate the portion of the Work to be occupied from non -complete areas of the Project in order to prevent noise, dust and other construction disturbances which would materially interfere with the use of such portion for its intended use in accordance with the Contract Documents and to assure the safety of those entering, exiting and occupying the completed portion to be occupied. 6.8.2. Beneficial Occupancy shall not constitute Substantial Completion or Final Completion of the Work, nor shall it relieve the Contractor of any responsibility for the correction of Work (whether or not included in the portion of Work to be occupied) or for the performance of Work not complete at the time of Beneficial Occupancy. 6.8.3. After Beneficial Occupancy and as conditions of Substantial Completion, the Contractor shall deliver to the City complete as -built drawings, all approved Shop Drawings, maintenance manuals, pamphlets, charts, parts lists and specified spare parts, operating instructions and other necessary documents required for all installed materials, equipment, or machinery, all applicable warranties and guarantees, and the appropriate certificate of occupancy or certificate of completion that are related to the portion of the Work being occupied. 22 1 General Conditions for Construction Contracts (April 13, 2020) DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 6.8.4. Contractor's insurance on the unoccupied or unused portion or portions of the Project Site shall not be canceled or lapsed on account of such Beneficial Occupancy. 6.8.5. Contractor shall be responsible to maintain all utility services to areas occupied by the City until Final Completion. 6.9. Final Completion. Final Completion of the Project shall be deemed to have occurred if all the following have occurred: 6.9.1. Substantial Completion of the entire Project has occurred, 6.9.2. The Work can be used and operated in accordance with Applicable Laws bearing on the performance of the Work and applicable permits; 6.9.3. All spare parts, special tools and attic stock purchased by Contractor as part of Vendor supplies shall have been delivered to City and clear of all Liens; 6.9.4. All items on the Substantial Completion Punch List shall have been completed by Contractor to City's satisfaction and all final inspections have been performed; 6.9.5. Contractor has satisfied the additional conditions prescribed by the City in conjunction with a Certificate of Substantial Completion issued on the basis of partial completion of the Project, or a partial or temporary Certificate of Occupancy or Certificate of Completion, as applicable; 6.9.6. Contractor has delivered evidence to the City that all permits that are Contractor's responsibilities as specified under the Contract Documents have been satisfied and closed, and that a Certificate of Completion or Certificate of Occupancy (as applicable) has been issued by the authority having jurisdiction, and the Project or designated portion thereof is sufficiently complete in accordance with the Contract Documents and can be used for its intended purpose for uninterrupted operation, including, without limitation, acceptance of completed as-builts, if required by the agency having jurisdiction. 6.9.7. Contractor shall have provided to City final releases and complete and unconditional waivers of liens for all Work performed by Contractor and each Subcontractor or Suppliers, and a Consent of Surety to Final Payment; 6.9.8. Contractor shall have delivered to the City a certification identifying all outstanding Claims (exclusive of any Liens or other such encumbrances which must have been discharged) of Contractor (and of its Subcontractors, Suppliers and any other party against Contractor) with written documentation reasonably sufficient to support and/or substantiate such Claims; 6.9.9. Contractor shall have delivered to the City a written assignment of all warranties or guaranties which Contractor received from Subcontractors or Suppliers to the extent Contractor is obligated to do so; 6.9,10. Contractor shall have delivered to City a complete set of as -built documents and Project Records prepared in accordance with the Contract Documents; 2s 1 General Conditions for Construction Contracts (April 13, 2020( DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 6.9.11. Contractor has delivered to City all other submittals required by the Contract Documents, including all installation instructions, operations and maintenance manuals or instructions for equipment furnished by Contractor, catalogs, product data sheets for all materials furnished by Contractor and similar information; 6.9.12. All rubbish and debris have been removed from the Project Site; and 6.9.13. All Construction aids, equipment and materials have been removed from the Project Site. 6.9.14. Contractor has delivered to the City all executed warranties and guarantees required by the Contract Documents, all of which shall be in the name of the City and run to the benefit of the City; 6.9.15. If applicable, certificates of insurance indicating that any insurance required of the Contractor or Subcontractors by the Contract Documents shall remain in full force and effect for the required period of time; 6.9.16. Any other documentation establishing payment or satisfaction of obligations, including receipts, releases and final waivers of lien from the Contractor and all Subcontractors, to the extent and in such form as may be reasonably required by the City; 6.9.17. Final Completion is a condition precedent to City's final payment to Contractor and issuance of the Final Certificate for Payment. Final payment shall be made only after the City Manager or his designee has reviewed a written evaluation of the performance of Contractor prepared by the Contract Administrator, and approved the final payment. 6.9.18. Waiver of Claims. The release by the City and acceptance of the final payment by Contractor shall operate as and shall be a release to the City from all present and future Claims or liabilities, of whatever kind or nature, arising under, relating to or in connection with this Contract for anything done or furnished or relating to the Work or the Project, or from any act or omission of the City relating to or connected with the Contract Documents, the Work or the Project, except those Claims or liabilities, if any, for which the Contractor has provided the City with written notice pursuant to and in strict compliance with the "Claims" and notice requirements set forth in the Contract Documents, and containing a detailed reservation of rights that identifies the precise nature of the dispute, all facts in support of Contractor's Claim, the particular scope of Work giving rise to the Claim, and the maximum amount and/or time sought in connection with the Claim. ARTICLE 7. INSPECTION OF WORK; CORRECTION OF NON -CONFORMING OR DEFECTIVE WORK. 7.1. Consultant, City (and its authorized designees), and representatives of any regulatory agencies having jurisdiction over the Project, shall at all times have access to the Work and the Project Site, and Contractor shall provide proper facilities for such access and for inspecting, measuring and testing. Whenever requested, Contractor shall give the City and any inspectors or representatives appointed by the City free access to its Work during normal working hours either at the Project Site or its shops, factories, or places of business of Contractor and its Subcontractors and suppliers for properly inspecting materials, equipment and Work, and shall furnish them with full information as to the progress of the Work in its various parts. 7.2. Should the Contract Documents, Consultant's instructions, any laws, ordinances, or any public authority require any of the Work to be specially tested or approved, Contractor shall give Consultant timely notice of readiness of the Work for testing. If the testing or approval is to be made by an authority other than 24 1 General Conditions for Construction Contracts (April 13, 2020) DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 City, timely notice shall be given of the date fixed for such testing. Testing shall be made promptly, and, where practicable, at the source of supply. If any of the Work should be covered up without approval or consent of Consultant, it must, if required by Consultant, be uncovered for examination and properly restored at Contractor's expense. 7.3. Reexamination of any of the Work may be ordered by Consultant with prior written approval by the Contract Administrator, and if so ordered, the Work must be uncovered by Contractor. If such Work is found to be in accordance with the Contract Documents, City shall pay the cost of reexamination and replacement by means of a Change Order. If such Work is not in accordance with the Contract Documents, Contractor shall pay such cost. 7.4. Inspectors shall have no authority to permit deviations from, or to relax any of the provisions of, the Contract Documents or to delay the Contract by failure to inspect the materials and work with reasonable promptness without the written permission or instruction of Consultant. 7.5. The payment of any compensation, whatever may be its character or form, or the giving of any gratuity or the granting of any favor by Contractor to any inspector, directly or indirectly, is strictly prohibited, and any such act on the part of Contractor will constitute a breach of this Contract. 7.6. The Contractor shall coordinate all technical inspection and testing provided by professionals designated by the City, the Consultant, permitting authorities, and others. The Contractor shall also schedule the services of independent testing laboratories and provide the necessary testing of materials to ensure conformance to the Contract Documents and provide a copy of all inspection and testing reports to the City on the day of inspection or test. The Contractor shall provide reasonable prior notice to appropriate inspectors before the Work is covered up, but in no event less than 24 hours before the Work is covered up. All costs for uncovering Work not inspected and any reconstruction due to lack of reasonable prior notice shall be borne by Contractor at its sole cost and expense. Any time billed by inspectors for inspection where the Work is not ready to be inspected shall be at Contractor's sole cost and expense. If any members of the Project team are to observe said inspections, tests or approvals required by the Contract Documents, they shall be notified in writing by the Contractor of the dates and times of the inspections, tests or other approvals. The Contractor shall schedule, direct and/or review the services of or the reports and/or findings of surveyors, environmental consultants and testing and inspection agents engaged by the City. All Materials and Equipment furnished by Contractor and Work performed by Contractor shall at all times be subject to inspection and testing by City or inspectors or representatives appointed by City. If any of the Work should be covered up without approval or consent of City's Project Coordinator, or without necessary test and inspection, Contractor shall, if required by City's Project Coordinator or by public authorities, uncover such Work for examination and testing, and shall re-cover same at Contractor's expense. 7.7. Defective or Non -Conforming Work. 7.7.1. Consultant and City shall have the authority to reject or disapprove work which either Consultant or City find to be defective. If required by Consultant or City, Contractor shall promptly either correct all defective work or remove such defective work and replace it with non -defective work. Contractor shall bear all direct, indirect and consequential costs of such removal or corrections including cost of testing laboratories and personnel. 7.7.2. Should Contractor fail or refuse to remove or correct any defective work or to make any necessary repairs in accordance with the requirements of the Contract Documents within the time indicated in writing 25 1 General Conditions for Construction Controcts (April 13, 20201 DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 by Consultant, City shall have the authority to cause the defective work to be removed or corrected, or make such repairs as may be necessary at Contractor's expense. Any expense incurred by City in making such removals, corrections or repairs, shall be paid for out of any monies due or which may become due to Contractor , or may be charged against the Performance Bond. In the event of failure of Contractor to make all necessary repairs promptly and fully, City may declare Contractor in default. 7.7.3. If, within one (1) year after the date of Substantial Completion or such longer period of time as may be prescribed by the terms of any applicable special warranty required by the Contract Documents, or by any specific provision of the Contract Documents, any of the Work is found to be defective or not in accordance with the Contract Documents, Contractor , after receipt of written notice from City, shall promptly correct such defective or nonconforming Work within the time specified by City without cost to City, to do so. Nothing contained herein shall be construed to establish a period of limitation with respect to any other obligation which Contractor might have under the Contract Documents including but not limited to, Contractor's warranty obligations hereof and any claim regarding latent defects. 7.7.4. Failure to reject any defective work or material shall not in any way prevent later rejection when such defect is discovered, or obligate City to final acceptance. 7.8. Cleaning Up; City's Right to Clean Up. Contractor shall at all times keep the premises free from accumulation of waste materials or rubbish caused by its operations. At the completion of the Project, Contractor shall remove all its waste materials and rubbish from and about the Project as well as its tools, construction equipment, machinery and surplus materials. If Contractor fails to clean up during the prosecution of the Work or at the completion of the Work, City may do so and the cost thereof shall be charged to Contractor. If a dispute arises between Contractor and separate contractors as to their responsibility for cleaning up, City may clean up and charge the cost thereof to the contractors responsible therefore as Consultant shall determine to be just. ARTICLE 8. SAFETY AND PROTECTION OF PROPERTY. 8.1. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Project. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 8.1.1. All employees on the work site and other persons who may be affected thereby; 8.1.2. All the work and all materials or equipment to be incorporated therein, whether in storage on or off the Project Site; and 8.1.3. Other property at the Project Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures and utilities not designated for removal, relocation or replacement in the course of construction. 8.2. Contractor shall comply with all Applicable Laws for the safety of persons or property or to protect them from damage, injury or loss; and shall erect and maintain all necessary safeguards for such safety and protection. City and Contractor shall notify owners of adjacent property and utilities when prosecution of the work may affect them. Contractor shall be responsible for and shall remedy all damage, injury or loss to any property, caused directly or indirectly, in whole or in part, by Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable. Contractor's 26 1 General Conditions for Construction Contracts (April 13, 2020) DocuSign Envelope ID: D3C467A5-4625-4A6E-8395-6C583EDC7CF8 duties and responsibilities for the safety and protection of the work shall continue until such time as all the Work is completed and Consultant has issued a notice to City and Contractor that the Work is acceptable except as otherwise provided in the Contract Documents. 8.3. Contractor shall designate a responsible member of its organization at the Work site whose duty shall be the prevention of accidents. This person shall be Contractor's Construction Superintendent, unless otherwise designated in writing by Contractor to City. 8.4. Contractor's Responsibility for Damages and Accidents. 8.4.1. Contractor shall accept full responsibility for the Work against all loss or damage of whatsoever nature sustained until final acceptance by City, and shall promptly repair any damage done from any cause whatsoever. 8.4.2. Contractor shall be responsible for all materials, equipment and supplies pertaining to the Project. In the event any such materials, equipment and supplies are lost, stolen, damaged or destroyed prior to final acceptance by City, Contractor shall replace same without cost to City. 8.5. Occupational Health and Safety. 8.5.1. In compliance with Chapter 442, Florida Statutes, any toxic substance listed in Section 38F-41.03 of the Florida Administrative Code delivered as a result of this bid must be accompanied by a Material Safety Data Sheet (MSDS) which may be obtained from the manufacturer. The MSDS must include the following information: a. The chemical name and the common name of the toxic substance. b. The hazards or other risks in the use of the toxic substance, including: The potential for fire, explosion, corrosion, and reaction; The known acute and chronic health effects of risks from exposure, including the medical conditions which are generally recognized as being aggravated by exposure to the toxic substance; and iii. The primary routes of entry and symptoms of overexposure. c. The proper precautions, handling practices, necessary personal protective equipment, and other safety precautions in the use of or exposure to the toxic substances, including appropriate emergency treatment in case of overexposure. d. The emergency procedure for spills, fire, disposal, and first aid. A description in lay terms of the known specific potential health risks posed by the toxic substance intended to alert any person reading this information. The year and month, if available, that the information was compiled and the name, address, and emergency telephone number of the manufacturer responsible for preparing the information. 2l 1 General Conditions for Construction Contracts (April 13, 2020) DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 8.6. Hurricane and Tropical Storm Precautions. 8.6.1. During such periods of time as are designated by the United States Weather Bureau as being a hurricane warning or tropical storm alert, the Contractor, at no cost to the City, shall take all precautions necessary to secure the Project Site in response to all threatened storm events, regardless of whether the City or Consultant has given notice of same. 8.6.2. Contractor's Hurricane Preparedness Plan shall, at a minimum, include the following: (1) monitoring of the real time weather radar and insuring reasonable precautions are taken prior to and during inclement weather conditions, from a severe thunderstorms to a category 5 hurricane, to prevent accidents and to minimize property damage; (2) preparing an emergency phone list showing home phone numbers of all project personnel and subcontractor's supervisors, including all land lines and cell phones, to be used for emergency purposes only; (3) ensuring the project jobsite's equipment and buildings are protected, identifying vulnerable work in progress and determining how to best protect it from damage, and capping all incomplete piping to prevent sand filtration; (4) cleaning the entire project, inside and out, removing trash from the job site, clearing all materials that can become airborne, verifying that all erosion and sediment control devices are in place and meet adequate standards, and removing screening on fences and signs; (5) arranging for the pickup of all dumpsters and portable toilets and secure all materials and equipment, anchoring or restraining everything that could blow away, and removing all non -essential barricades; and (6) the documenting of conditions of the project and the surrounding area before and after the incident (photographs and video). 8.6.3. Contractor shall be solely responsible for all costs of all precautions and Work covered by Contractor's Hurricane Preparedness Plan. Compliance with Contractor's Hurricane Preparedness Plan shall not constitute additional Work. 8.6.4. Any additional Work not covered in the Hurricane Preparedness Plan relating to hurricane warning or tropical storm alert at the Project Site will be addressed by a Change Order in accordance with the Contract Documents, 8.6.5. Suspension of the Work caused by a threatened or actual storm event, regardless of whether the City has directed such suspension, will entitle the Contractor to additional Contract Time as noncompensable, excusable delay, and shall not give rise to a claim for compensable delay. 8.6.6. Within ten (10) calendar days after the Project Initiation Date specified in the Notice to Proceed, Contractor shall submit to the City a Hurricane Preparedness Plan. 8.7. Location and Damage to Existing Facilities, Equipment or Utilities. 8.7.1. As far as possible, all existing utility lines in the Project area have been shown on the plans. However, City does not guarantee that all lines are shown, orthat, the ones indicated are in their true location. As part of the Contract Price, it shall be the Contractor's responsibility to identify and locate all underground and overhead utility lines or equipment affecting or affected by the Project, whether or not shown on the plans. 8.7.2. The Contractor shall notify each utility company involved at least ten (10) days prior to the start of construction to arrange for positive underground location, relocation or support of its utility where that utility may be in conflict with or endangered by the proposed construction. Relocation of water mains or other 28 1 General Conditions for Construction Contracts (April 13, 2020) DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 utilities for the convenience of the Contractor shall be paid by the Contractor. All charges by utility companies for temporary support of its utilities shall be paid for by the Contractor (for utilities indicated in the Contract Documents). All costs of permanent utility relocation to avoid conflict shall be the responsibility of the utility company involved, if indicated in the Contract Documents. No additional payment will be made to the Contractor for utility relocations indicated in the Contract Documents, whether or not said relocation is necessary to avoid conflict with other lines. 8.7.3. If Contractor, as part of its responsibility to identify all utility lines, identifies utility conflicts which materially differ from those indicated in the Contract Documents, such utility conflicts (for items not indicated in the Contract Documents) shall be addressed pursuant to the requirements of "Differing Site Conditions" as set forth in Article 10 shall apply. 8.7.4. The Contractor shall reasonably schedule the Work, and the phasing thereof, in such a manner so that the overall Project Schedule is not impacted and completion of the Work is not delayed by the utility providers relocating or supporting their utilities. The Contractor shall coordinate its activities with any and all public and private utility providers occupying the right-of-way. No compensation will be paid to the Contractor for any loss of time or delay, except as provided in Article 10 of the Contract Documents. 8.7.5. All overhead, surface or underground structures and utilities encountered are to be carefully protected from injury or displacement. All damage to such structures is to be completely repaired within a reasonable time; needless delay will not be tolerated. The City reserves the right to remedy such damage by ordering outside parties to make such repairs at the expense of the Contractor. All such repairs made by the Contractor are to be made to the satisfaction of the utility owner. All damaged utilities must be replaced or fully repaired. All repairs are to be inspected by the utility owner prior to backfilling. 8.8. Risk of Loss. The risk of loss to any of the Work and to any goods, materials and equipment provided or to be provided under the Contract Documents, shall remain with the Contractor until Substantial Completion. Should any of the Work, or any such goods, materials and equipment, be destroyed, mutilated, defaced or otherwise damaged prior to the time the risk of loss has shifted to the City, the Contractor shall repair or replace the same at its sole cost. The Performance Bond and Payment Bond or other security or insurance protection required by the Contract Documents or otherwise provided by the City or the Contractor shall in no way limit the responsibility of the Contractor under this Section. ARTICLE 9. BONDS, INSURANCE AND INDEMNITY_ 9.1. Performance Bond and Payment Bond: The Contractor shall, within ten (10) business days of the Contract Date, furnish and deliver to the City a payment bond and a performance bond, in a form to be provided by the City, issued by sureties licensed and authorized to do business in the State of Florida, covering the faithful performance and completion of the Project pursuant to the Contract Documents, including the performance and completion of those services provided by Subcontractors of any tier and covering the payment of all obligations arising hereunder including but not limited to, the payment for all materials used in the performance of the Project in accordance with the Contract Documents, and for all labor and services performed under the Contract Documents (including materials, labor and/or services provided by Subconsultants and Subcontractors of any tier), whether by Subcontractors or otherwise. Each of the aforesaid bonds (collectively herein referred to as the "Performance Bond and Payment Bond") shall have a penal amount equal to the Contract Price, unless otherwise approved by the City and to the extent permitted by law. Each bond shall be increased in the amount of any change to the Contract Price. Each bond shall continue in effect for one (1) year after Final Completion of the Work. 29 1 General Conditions for Construction Contracts (April 13, 2020) DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 The Performance Bond and Payment Bond and the sureties issuing such bonds shall meet all the requirements set forth in the Contract Documents and the Performance Bond and Payment Bond shall each be in the form attached hereto or shall otherwise be acceptable to the City in its reasonable discretion. If any of the sureties on the Performance Bond and Payment Bond at any time fails to meet said requirements, or is deemed to be insufficient security for the penalty of said bond, then the City may, on giving thirty (30) days' notice thereof in writing, require the Contractor to furnish a new and/or additional bond(s) in the above amounts with such sureties thereon being licensed and authorized to do business in the State of Florida and as shall be satisfactory to the City. The Contractor shall pay all costs of compliance with this Article as part of the Contract Price. Pursuant to the requirements of Section 255.05(1)(a), Florida Statutes, as may be amended from time to time, Contractor shall ensure that the bond(s) referenced above shall be recorded in the public records of Miami -Dade County and provide City with evidence of such recording. 9.2. Alternate Form of Security: In lieu of a Performance Bond and a Payment Bond, Contractor may furnish alternate forms of security which may be in the form of cash, money order, certified check, cashier's check or unconditional letter of credit in the form attached hereto, which shall be in accordance with Section 255.05, Florida Statutes. Such alternate forms of security shall be subject to the prior approval of City and for same purpose and shall be subject to the same conditions as those applicable above and shall be held by City for one year after completion and acceptance of the Work. 9.3. Qualification of Surety: Bid Bonds, Performance Bonds and Payment Bonds over Five Hundred Thousand Dollars ($500,000.00): 9.3.1. Each bond must be executed by a surety company of recognized standing, authorized to do business in the State of Florida as surety, having a resident agent in the State of Florida and having been in business with a record of successful continuous operation for at least five (5) years. 9.3.2. The surety company shall hold a current certificate of authority as acceptable surety on federal bonds in accordance with United States Department of Treasury Circular 570, Current Revisions. If the amount of the Bond exceeds the underwriting limitation set forth in the circular, in order to qualify, the net retention of the surety company shall not exceed the underwriting limitation in the circular, and the excess risks must be protected by coinsurance, reinsurance, or other methods in accordance with Treasury Circular 297, revised September 1, 1978 (31 DFR Section 223.10, Section 223.111). Further, the surety company shall provide City with evidence satisfactory to City, that such excess risk has been protected in an acceptable manner. 9.3.3. The City will accept a surety bond from a company with a rating of B+ or better for bonds up to $2 million, provided, however, that if any surety company appears on the watch list that is published quarterly by Intercom of the Office of the Florida Insurance Commissioner, the City shall review and either accept or reject the surety company based on the financial information available to the City. A surety company that is rejected by the City may be substituted by the Bidder or proposer with a surety company acceptable to the City, only if the bid amount does not increase. The following sets forth, in general, the acceptable parameters for bonds: Policy- Financial holder's Size Amount of Bond Ratings Category 30 1 General Conditions for Construction Contracts (April 13, 2020) DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 500,001 to 1,000,000 B+ Class I 1,000,001 to 2,000,000 B+ Class II 2,000,001 to 5,000,000 A Class III 5,000,001 to 10,000,000 A Class IV 10,000,001 to 25,000,000 A Class V 25,000,001 to 50,000,000 A Class VI 50,000,001 or more A Class VII 9.3.4. For projects of $500,000.00 or less, City may accept a Bid Bond, Performance Bond and Payment Bond from a surety company which has twice the minimum surplus and capital required by the Florida Insurance Code at the time the invitation to bid is issued, if the surety company is otherwise in compliance with the provisions of the Florida Insurance Code, and if the surety company holds a currently valid certificate of authority issued by the United States Department of the Treasury under Section 9304 to 9308 of Title 31 of the United States Code, as may be amended from time to time. The Certificate and Affidavit so certifying should be submitted with the Bid Bond and also with the Performance Bond and Payment Bond. 9.3.5. Unless more stringent surety requirements of any grantor agency are set forth within the Supplemental Conditions, the provisions of this Article shall apply. 9.4. Insurance Requirements. The Bidder shall furnish to the Procurement Department, City of Miami Beach, 1755 Meridian Avenue, 3rd Floor, Miami, Florida 33139, Certificate(s) of Insurance which indicate that insurance coverage has been obtained which meets the requirements set forth in the Invitation to Bid Summary (and/or exhibits thereto). 9.4.1. Additional Insured Status. The City of Miami Beach must be covered as an additional insured with respect to liability arising out of work or operations performed by or on behalf of the Consultant. 9.4.2. Waiver of Subrogation. Contractor hereby grants to City of Miami Beach a waiver of any right to subrogation which any insurer of the Contractor may acquire against the City of Miami Beach by virtue of the payment of any loss under such insurance. Contractor agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation, but this provision applies regardless of whether or not the City of Miami Beach has received a waiver of subrogation endorsement from the insurer. 9.4.3. Other Insurance Provisions. a. For any claims related to this project, the Contractor's coverage shall be primary insurance as respects the City of Miami Beach, its officials, officers, employees, and volunteers. Any insurance or self-insurance maintained by the City of Miami Beach shall be excess of the Contractor's insurance and shall not contribute with it. b. Each policy required by this clause shall provide that coverage shall not be canceled, except with notice to the City of Miami Beach. c. If any excavation work is included in the Contract, it is understood and agreed that Contractor's Liability policy shall not contain exclusion for XCU (Explosion, Collapse and Underground) coverage. If any coverage required is written on a claims -made form: a. The retroactive date must be shown, and must be before the date of the contract or the 31 1 General Conditions for Construction Contracts )April 13, 2020) DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 beginning of contract work. b. Insurance must be maintained and evidence of insurance must be provided for at least five (5) years after completion of the contract of work. c. If coverage is canceled or non -renewed, and not replaced with another claims -made policy form with a retroactive date prior to the contract effective date, the Contractor must purchase extended period coverage for a minimum of five (5) years after completion of the contract work. d. A copy of the claims reporting requirements must be submitted to the City of Miami Beach Risk Management (or its designee) for review. If the services involved lead -based paint or asbestos identification/ remediation, the Contractors Pollution Liability shall not contain lead -based paint or asbestos exclusions. If the services involve mold identification/remediation, the Contractors Pollution Liability shall not contain a mold exclusion and the definition of "Pollution" shall include microbial matter including mold. 9.4.4. Acceptability of Insurers. Insurance is to be placed with insurers with a current A.M. Best's rating of no less than A:VII, unless otherwise acceptable to the City of Miami Beach Risk Management Office. 9.4.5. Verification of Coverage. Contractor shall provide the required insurance certificates, endorsements or applicable policy language effecting coverage required by this Article. All certificates of insurance and endorsements are to be received prior to any work commencing. However, failure to obtain the required coverage prior to the work beginning shall not waive the Contractor's obligation to provide them. The City of Miami Beach reserves the right to require complete, certified copies of all required insurance policies, including endorsements required by these specifications, at any time. 9.4.6. Special Risks or Circumstances. The City of Miami Beach reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other special circumstances. Certificate Holder: CITY OF MIAMI BEACH c/o PROCUREMENT DEPARTMENT 1700 CONVENTION CENTER DRIVE MIAMI BEACH, FL 33139 Compliance with the foregoing requirements shall not relieve the vendor of his liability and obligation under this section or under any other provision of the Contract Documents. 9.5. Indemnification. 9.5.1. In consideration of the sum of Twenty -Five Dollars ($25.00) and other good and valuable consideration, the sufficiency of which the Contractor hereby acknowledges, to the fullest extent permitted by law, Contractor shall defend, indemnify and save harmless City, and their respective officers and employees, from liabilities, damages, losses and costs including, but not limited to, reasonable attorney's 32 1 General Conditions for Construction Contracts (April 13, 2020) DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 fees, to the extent caused by the negligence, recklessness, or intentional wrongful misconduct of Contractor and persons employed or utilized by Contractor in the performance of this Contract. 9.5.2. Sums otherwise due to Contractor under this Contract may be retained by City until all of City's Claims for indemnification under this Contract have been settled or otherwise resolved. Any amount withheld pursuant to this Article shall not be subject to payment of interest by City. 9.5.3. The execution of this Contract by Contractor shall operate as an express acknowledgment that the indemnification obligation is part of the bid documents and/or Contract Documents for the Project and the monetary limitation on indemnification in this Article bears a reasonable commercial relationship to the Contract. 9.5.4. Nothing in this Articce is intended, or should be construed, to negate, abridge or otherwise reduce the other rights and obligations of indemnity that may otherwise exist as to a party described in this Article. 9.5.5. Nothing in this Article is intended to create in the public or any member thereof, a third party beneficiary hereunder, or to authorize anyone not a party to this Contract, to maintain a suit for personal injuries or property damage pursuant to the terms or provisions of this Contract. 9.5.6. The indemnification obligations set forth herein shall survive the termination and/or expiration of this Contract. ARTICLE 10, CHANGES IN THE WORK; EXTENSIONS TO THE CONTRACT TIME. 10.1. Changes in the Work or Terms of Contract Documents. 10.1.1. Without invalidating the Contract and without notice to any surety City reserves and shall have the right, from time to time to make such increases, decreases or other changes in the character or quantity of the Work as may be considered necessary or desirable to complete fully and acceptably the proposed construction in a satisfactory manner. Any extra or additional work within the scope of this Project must be accomplished by means of appropriate Field Orders and Supplemental Instructions or Change Orders. 10.1.2. Any changes to the terms of the Contract Documents must be contained in a Change Order, executed by the Parties hereto, with the same formality and of equal dignity prior to the initiation of any work reflecting such change. This section shall not prohibit the issuance of Change Orders executed only by City as hereinafter provided. 10.2. Field Orders. 10.2.1. The Contract Administrator, through Consultant, shall have the right to approve and issue Field Orders setting forth written interpretations of the intent of the Contract Documents and ordering minor changes in Work execution, providing the Field Order involves no change in the Contract Price or the Contract Time. 10.2.2. Consultant shall have the right to approve and issue supplemental instructions setting forth written orders, instructions, or interpretations concerning the Contract Documents or its performance, provided such supplemental instructions involve no change in the Contract Price or the Contract Time. 33 1 General Condilions for Construction Contracts (April 13, 2020( DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 10.3. Change Orders. 10.3.1. Changes in the quantity or character of the Work which are not properly the subject of Field Orders or supplemental instructions, including all changes resulting in changes in the Contract Price, or the Contract Time, shall only be authorized only by Change Orders approved in advance by the City. Changes in the Work shall be performed under applicable provisions of the Contract Documents, and the Contractor shall proceed promptly, unless otherwise provided in the Change Order or Construction Change Directive. No Change Order shall take effect until Contractor delivers a Consent of Surety increasing the Performance Bond and Payment Bond by the amount of the Change Order. 10.3.2. All Change Orders which exceed the then -remaining amounts available in the Owner's Contingency shall be approved by the City Commission. All other Change Orders, if funded by then -remaining amounts available in the Owner's Contingency, shall be approved in advance by the City Manager or the City Manager's designee. Notwithstanding the foregoing, the City Manager, at his or her sole discretion, may elect to present any proposed Change Order to the City Commission for its consideration. 10.3.3. If City requests a change in the Work, City shall submit a change request to Contractor, in writing. Within seven (7) business days of Contractor's receipt of such request from the City, Contractor shall provide City with a rough "pencil copy" estimate of the cost and/or time impacts associated with the request. Within twenty-one (21) days of Contractor's receipt of City's initial request, the Contractor shall submit a detailed proposal to the City stating (i) the proposed increase or decrease, if any, in the Cost of the Work which would result from such a change, (ii) the effect, if any, upon the Contract Time by reason of such proposed change, and (iii) supporting data and documentation, including any requested by the City in its change request. 10.3.4. If the Contractor proposes a change in the Work, such proposal must be accompanied by a detailed cost breakdown and sufficient substantiating data to permit evaluation by the City. If the Contractor does submit a proposal within the preceding seven (7) business day time period, the City shall, within twenty-one (21) days following its receipt of such proposal, notify the Contractor as to whether the City agrees with such proposal and wishes to accept the Contractor's proposal. If the City agrees with such proposal and wishes to accept the same, the City and the Contractor shall execute a Change Order which at a minimum specifies: i) the detailed scope associated with the change to the Work; ii) the amount of the adjustment in the Contract Price, if any, and (iii) the extent of the adjustment in the Contract Time, if any. In the event the City disagrees with the Contractor's proposal, the City may either (i) notify the Contractor that the City has decided to not proceed with or approve the requested change, or (ii) issue a Change Order as provided below. 10.3.5. The increase or decrease in the Contract Price resulting from a change in the Work shall be determined in one or more of the following ways: a. by mutual acceptance of a lump sum (inclusive of all overhead and profit) properly itemized and supported by sufficient substantiating data to permit evaluation by the Consultant and City; by unit prices as may be specified in the Contract Documents or subsequently agreed upon, C. by time and materials or "cost of the Work" (as defined herein) and a mutually acceptable fixed or percentage overhead and profit fee for the Contractor. 34 1 General Conditions for Construction Contracts (April 13, 2020) DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 10.3.6. If none of the methods set forth above are agreed upon, the Contractor, provided it receives a written Change Order signed by the City with respect to all undisputed amounts and Work, shall promptly proceed with the Work involved, subject to Contractor's reservation of rights as to disputed amounts (with such reservation of rights identifying the precise nature of the dispute, the facts in support of the Contractor's position, and the maximum amount and/or time sought by the Contractor). The cost of such Work shall then be determined on the basis of the reasonable expenditures and savings of those performing the Work attributed to the change, including a reasonable overhead and profit in accordance with this Article. With respect to any such Change Order Work, the City, with the Consultant, will establish an estimated cost of the Work and the Contractor shall not perform any Work whose cost exceeds that estimate without prior written approval by the City. With respect to all Change Orders, Contractor shall keep and present, in such form as the City may prescribe, an itemized accounting together with appropriate supporting data of the increase in the Cost of the Work. 10.3.7. If unit prices are included in the Contract Documents or as part of any Change Order, City shall pay to Contractor the amounts determined for the total number of each of the units of work completed at the unit price associated with such Work as stated in the Contractor's schedule of prices bid, as set forth in Contractor's response to the ITB. The number of units contained in the bid is an estimate only, and final payment shall be made for the actual number of units incorporated in or made necessary by the Contract Documents, as may be amended by Change Order. If additional unit price work is ordered, then the Contractor shall perform the work as directed and shall be paid for the actual quantity of such item(s) of work performed at the appropriate original schedule of prices bid associated with such Work. 10.3.8. Decreases in the Cost of the Work due to a change in the Project shall result in a decrease to the Contract Price, by way of a deductive Change Order. 10.3.9. The Contractor's overhead and profit fee for all Change Orders shall be the net change in the Contract Price, multiplied by the percentage specified for overhead and profit in the Change Order, provided, that the overhead and profit markup or fee shall be as follows: (1) if the Change Order Work involves self -performed Work performed by the Contractor's own forces, the overhead and profit markup shall be reasonable, and shall not exceed ten percent (10%) of the net change in the Contract Price; or (2) if the Change Order involves Work performed by Subcontractors or Suppliers, or both, the overhead and profit markup shall be reasonable, and the overhead and profit markup from Subcontractors and Suppliers at all tiers shall not exceed ten percent 10% of the net change in the Contract Price, and the Contractor's mark up for such Subcontractor performed Change Order Work shall not exceed seven and one half percent (7.5%) of the net change in the Contract Price. For deductive Change Orders, including deductive Change Orders arising from both additive and deductive items, the deductive amounts shall include a proportionate corresponding reduction in the overhead and profit fee, as applicable to the Contractor, Subcontractors or Suppliers. 10.4. Value of Change Order Work/"Costs of the Work". The term "cost of the Work" means the sum of: " I General Conditions for Construction Contracts (April 13, 2020) DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 10.4.1. All direct costs necessarily incurred and paid by Contractor in the proper performance of the Work described in the Change Order. Except as otherwise may be agreed to in writing by City, such costs shall be in amounts no higher than those prevailing in the locality of the Project, shall include only the following items and shall not include any of the costs itemized in the "cost of work" as defined herein. 10.4.2. Payroll costs for employees in the direct employ of Contractor in the performance of the work described in the Change Order under schedules of job classifications agreed upon by City and Contractor. Payroll costs for employees not employed full time on the work covered by the Change Order shall be apportioned on the basis of their time spent on the work. Payroll costs shall include, but not be limited to, salaries and wages plus the cost of fringe benefits which shall include social security contributions, unemployment, excise and payroll taxes, workers' or workmen's compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay application thereto. Such employees shall include superintendents and foremen at the site. The expenses of performing the work after regular working hours, on Sunday or legal holidays, shall be included in the above to the extent authorized by City. Contractor's fee shall not exceed ten percent (10%). 10.4.3. Cost of all materials and equipment furnished and incorporated in the work, including costs of transportation and storage thereof, and manufacturers' field services required in connection therewith. All cash discounts shall accrue to Contractor unless City deposits funds with Contractor with which to make payments, in which case the cash discounts shall accrue to City. All trade discounts, rebates and refunds, and all returns from sale of surplus materials and equipment shall accrue to City and Contractor shall make provisions so that they may be obtained. Rentals of all construction equipment and machinery and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City with the advice of Consultant and the costs of transportation, loading, unloading, installation, dismantling and removal thereof, all in accordance with the terms of said agreements. The rental of any such equipment, machinery or parts shall cease when the use thereof is no longer necessary for the work. Contractor's fee for overhead and profit markup for materials and equipment pursuant to this Section shall not exceed ten percent (10%) of the net change in the Contract Price, 10.4.4. Payments made by Contractor to Subcontractors for work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from Subcontractors acceptable to Contractor and shall deliver such bids to City who will then determine, with the advice of Consultant, which bids will be accepted. If the Subcontract provides that the Subcontractor is to be paid on the basis of cost of the work plus a fee, the Subcontractor's cost of the work shall be determined in the same manner as Contractor's cost of the work. All Subcontractors shall be subject to the other provisions of the Contract Documents insofar as applicable. Contractor's fee shall not exceed seven and one half percent (7.5%); and if a subcontract is on the basis of cost of the work plus a fee, the maximum allowable to the Subcontractor as a fee for overhead and profit shall not exceed ten percent (10%). 10.4.5. Contractor shall not be entitled to an overhead and profit markup or fee for any Change Order involving special consultants, including, but not limited to, engineers, architects, testing laboratories, and surveyors employed for services specifically related to the performance of the work described in the Change Order. 10.4.6. Contractor shall not be entitled to an overhead and profit markup or fee for the following costs or expenses: 36 1 General Conditions for Construction Contracts (April 13, 2020( DocuSign Envelope ID'. D3C467A5-4625-4A6E-B395-6C583EDC7CF8 a. The proportion of necessary transportation, travel and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the work except for local travel to and from the site of the work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office and temporary facilities at the site and hand tools not owned by the workmen, which are consumed in the performance of the work, and cost less market value of such items used but not consumed which remains the property of Contractor. Sales, use, or similar taxes related to the Work, and for which Contractor is liable, imposed by any governmental authority. Deposits lost for causes other than Contractor's negligence, royalty payments and fees for permits and licenses. e. The cost of utilities, fuel and sanitary facilities at the Project Site. f. Receipted minor expenses such as long distance telephone calls, telephone service at the site, express delivery services (FedEx, UPS or couriers, and the like), internet or other telecommunications services, and similar petty cash items in connection with the Work. g. Cost of premiums for additional bonds and insurance required because of changes in the Work. 10.4.7. The term "cost of the Work" shall not include any of the following items, as such items are expressly not to be reimbursed: Payroll costs and other compensation of Contractor's officers, executives, principals (of partnership and sole proprietorships), general managers, engineers, architects, estimators, lawyers, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks and other personnel employed by Contractor whether at the site or in its principal or a branch office for general administration of the work and not specifically included in the agreed - upon schedule of job classifications, all of which are to be considered administrative costs covered by Contractor's fee. b. Expenses of Contractor's principal and branch offices other than Contractor's office at the Project Site. c. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the work and charges against Contractor for delinquent payments. d. Cost of premiums for all Bonds and for all insurance whether or not Contractor is required by the Contract Documents to purchase and maintain the same, except for additional bonds and insurance required because of changes in the Work. Losses and expenses sustained by the Contractor or any Subcontractors at any tier, not compensated by insurance or otherwise, if such losses and expenses are due to infidelity on the part of any employee of Contractor, any Subcontractor or Supplier, anyone directly or indirectly employed by any of them, or anyone for whose acts any of them may be liable, or others to 37 1 General Conditions for Construction Contracts (April 13, 2020) DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 whom the property may be entrusted, including but not limited to, the correction of defective work, disposal of materials or equipment wrongly supplied and making good any damage to property. f. Other overhead or general expense costs of any kind and the cost of any item not specifically and expressly approved by the City Manager or City Commission by a Change Order. g. Losses and expenses not covered by insurance where the Contractor, or any Subcontractor, failed to obtain and/or maintain in effect the insurance required to be carried by the Contract Documents, or where Contractor, or any Subcontractor or Supplier, failed to obtain and/or maintain such insurance in limits and amounts required by the Contract Documents except to the extent any deductible provided in such required insurance; h. Costs and expenses incurred by Contractor upon breach of its warranties or guaranties; i. Costs associated with the relocation of employees, and any travel costs not expressly permitted by the Contract Documents (including costs for long-distance travel, costs for travel between the Project Site and the Contractor's office(s), and hotel, car rental and airfare costs); j. Any amounts to be paid by the Contractor for federal, state or local income or franchise taxes; k. Labor, material, and equipment costs or any other costs incurred which should be back -charged to any Subcontractor, any Sub -Subcontractor, any direct or lower tier supplier, or any other party for whom the Contractor is responsible; I. Costs or losses resulting from lost, damaged by misuse or stolen tools and equipment; m. Costs of bonding or securing liens or defending claims filed by any Subcontractor of any tier, any Supplier, any direct or lower tier supplier or any other party for whom any of such parties or the Contractor is responsible arising from nonpayment, unless such nonpayment is the result of the City's unexcused or wrongful failure to pay the Contractor undisputed amounts as and when due under the Contract Documents; n. Costs of self -insured losses (e.g., losses within the deductible limits maintained by the Contractor or any direct or indirect subcontractor), costs covered by any insurance carried by Contractor or a direct or lower tier subcontractor, costs which would have been covered by the insurance required to be carried by a Contractor or a direct or lower tier subcontractor under the Contract Documents, and costs which would have been covered by insurance but for failure of the Contractor or direct or lower tier subcontractor to properly submit, process or give notice to the occurrence or claim; o. Costs of employee bonuses and executive bonuses whether or not based in whole or in part on performance related to the Work; p. Costs incurred or paid for recruiting employees (whether to third party recruiters or to employees); q. Severance or similar payments on account of terminated employees; 38 1 General Conditions for Construction Contracts (April 13, 2020) DocuSign Envelope ID: D3C467A5-4625-4A6E-8395-6C583EDC7CF8 r. Costs incurred after the Contractor's application for final payment; s. Any outside legal fees; t. Costs of materials and equipment stored off -site, except upon the prior written approval of the Contract Administrator in accordance with the Contract Documents. 10.5. The amount of credit to be allowed by Contractor to City for any such change which results in a net decrease in cost, will be the amount of the actual net decrease. When both additions and credits are involved in any one change, the combined overhead and profit shall be figured on the basis of the net increase, if any, however, Contractor shall not be entitled to claim lost profits for any Work not performed. 10.6. Whenever the cost of any work is to be determined as defined herein, Contractor will submit in a form acceptable to Consultant an itemized cost breakdown together with the supporting data. 10.7. Where the quantity of any item of the Work that is covered by a unit price is increased by more than thirty percent (30%) from the quantity of such work indicated in the Contract Documents, an appropriate Change Order shall be issued to adjust the unit price, if warranted. 10.8. Whenever a change in the Work is to be based on mutual acceptance of a lump sum, whether the amount is an addition, credit or no change -in -cost, Contractor shall submit an initial cost estimate acceptable to Consultant and Contract Administrator, 10.8.1. Breakdown shall list the quantities and unit prices for materials, labor, equipment and other items of cost. 10.8.2. Whenever a Change Order involves Contractor and one or more Subcontractors, and the Change Order increases in the Contract Price, the overhead and profit markups for Contractor and each Subcontractor in accordance with this Article shall be itemized separately. 10.8.3. Each Change Order must state within the body of the Change Order whether it is based upon unit price, negotiated lump sum, or "cost of the work." 10.9. No Damages for Delay. NO CLAIM FOR DAMAGES OR ANY CLAIM, OTHER THAN FOR AN EXTENSION OF TIME, SHALL BE MADE OR ASSERTED AGAINST CITY BY REASON OF ANY DELAYS EXCEPT AS PROVIDED HEREIN. Contractor shall not be entitled to an increase in the Contract Price or payment or compensation of any kind from City for direct, indirect, consequential, impact or other costs, expenses or damages, including but not limited to costs of acceleration or inefficiency, arising because of delay, disruption, interference or hindrance from any cause whatsoever, whether such delay, disruption, interference or hindrance be reasonable or unreasonable, foreseeable or unforeseeable, or avoidable or unavoidable; and irrespective of whether such delay constitutes an Excusable Delay and irrespective of whether such delay results in an extension of the Contract Time; provided, however, Contractor's hindrances or delays are not due solely to fraud, bad faith or willful or intentional interference by the City in the performance of the Work, and then only where such acts continue after Contractor's written notice to the City of such alleged interference. 31) 1 General Conditions for Construction Contracts (April 13, 2020( DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 10.9.1. Contractor acknowledges and agrees that Excusable Delay shall not be deemed to constitute willful or intentional interference with the Contractor's performance of the Work without clear and convincing proof that they were the result of a deliberate act, without any reasonable and good -faith basis, and were specifically intended to disrupt the Contractor's performance of the Work. The City's attempts to facilitate or assist Contractor in performance of the Work shall in no way be construed, interpreted and/or be deemed to constitute willful or intentional interference with the Contractor's performance of the Work. Except as provided herein, Contractor hereby waives all other remedies at law or in equity that it might otherwise have against the City on account of any Excusable Delay and any and all other events that may, from time to time, delay the Contractor in the performance of the Work. Contractor acknowledges and agrees that, except as specified herein, all delays or events and their potential impacts on the performance by the Contractor are specifically contemplated and acknowledged by the Parties in entering into this Agreement and that Contractor's pricing of the Work and the determination of the Contract Price shall be expressly based on the Contractor's assumption of the risks thereof, and Contractor hereby waives any and all Claims it might have for any of the foregoing losses, costs, damages and expenses. 10.10. Excusable Delay. Contractor's sole remedy for Excusable Delay is an extension of the Contract Time for each day of critical path delay, but only if the pre -requisites and notice requirements set forth below in this Article 10 have been timely and properly satisfied. An excusable delay is one that (i) directly impacts critical path activity delineated in the Project Schedule and extends the time for completion of the Work; (ii) could not reasonably have been mitigated by Contractor, including by re -sequencing, reallocating or redeploying and/or increasing the amount of its forces to other portions of the Work; and (iii) is caused by circumstances beyond the control and due to no fault of Contractor or its Subcontractors, material persons, Suppliers, or Vendors, including, but not limited to, force majeure events such as fires, floods, labor disputes, epidemics, hurricanes, or similar events beyond the control and due to no fault of the Contractor ("Excusable Delay"). If two or more separate events of Excusable Delay are concurrent with each other, Contractor shall only be entitled to an extension of time for each day of such concurrent critical path delay, and Contractor shall not be entitled to double recovery thereon. For illustration purposes only, if two events of Excusable Delay are concurrent for two days, Contractor shall only receive a time extension of a total of two days, and not four days. 10.10.1. Weather. Extensions to the Contract Time for delays caused by the effects of inclement weather shall be submitted as a request for a change in the Contract Time pursuant to the Contract Documents. These time extensions are justified only when rains or other inclement weather conditions prevent Contractor from productively performing critical path activity delineated in the Project Schedule: (1) Contractor being unable to work at least fifty percent (50%) of the normal workday on critical path activity delineated in the Project Schedule due to adverse weather conditions; or (2) Contractor must make major repairs to the Work damaged by weather. Providing the damage was not attributable to a failure to perform or neglect by Contractor, and providing that Contractor was unable to work at least fifty percent (50%) of the normal workday on critical path activity delineated in the Project Schedule. 10.10.2. Compensable Excusable Delay. Notwithstanding the foregoing, Excusable Delay is compensable when (i) the delay extends the Contract Time, (ii) is caused by circumstances beyond the control of the Contractor or its subcontractors, suppliers or vendors, and (iii) is caused solely by fraud, bad faith or active interference on the part of City or its agents, provided, however, that in no event shall Contractor 40 1 General Conditions for Construction Contracts (April 13, 2020) DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 be compensated for (x) interim delays which do not extend the Contract Time, or (y) for Excusable Delay if caused jointly or concurrently by Contractor or its subcontractors, suppliers or vendors and by the City or Consultant, in which case then Contractor shall be entitled only to a time extension and no further compensation for the Excusable Delay, 10.10.3. Unexcusable Delays. "Unexcusable Delay" shall mean any delays not included within the definition of Excusable Delay as set forth above including any delay which extends the completion of the Work or portion of the Work beyond the time specified in the Project Schedule, including, without limitation, the date for Substantial Completion or Final Completion, and which is caused by the act, fault, inaction or omission of the Contractor or any Subcontractor, Supplier or other party for whom the Contractor is responsible; any delay that could have been limited or avoided by Contractor's timely notice to the City of such delay; or any delay in obtaining licenses, permits or inspections caused by the actions or omissions of the Contractor or its Subcontractors, Suppliers or any other party for whom the Contractor is responsible An Unexcusable Delay shall not be cause for granting an extension of time to complete any Work or any compensation whatsoever, and shall subject the Contractor to damages in accordance with the Contract Documents. In no event shall the Contractor be excused for interim delays which do not extend the Project Schedule, including the date for Substantial Completion or Final Completion, 10.11. Prerequisites and Notice Requirements for Extensions of Time. Except as provided in the Contract Documents with respect to Changes in the Work, an extension of the Contract Time will only be granted by the City under the following circumstances: (a) if a delay occurs as a result of an Excusable Delay, and (b) the Contractor has complied with each of the following requirements below to the reasonable satisfaction of the City: a. Contractor shall provide written notice to the City of any event of delay or potential delay within five (5) days of the commencement of the event giving rise to the request. The Contractor, within ten (10) days of the date upon which the Contractor has knowledge of the delay, shall notify the City, in writing, of the cause of the delay stating the approximate number of days the Contractor expects to be delayed, and must make a request for an extension of time, if applicable, to the City, in writing, within ten (10) days after the cessation of the event causing the delay specifying the number of days the Contractor believes that its activities were in fact delayed by the cause(s) described in its initial notice. b. The Contractor must show to the reasonable satisfaction of the City that the activity claimed to have been delayed was in fact delayed by the stated cause of delay, that the critical path of the Work was materially affected by the delay, that the delay in such activity was not concurrent with any Unexcusable Delay, the delay was not the result of the performance of unit price Work, and that the delay in such activity will result in a delay of the date for Substantial Completion in the Project Schedule or Final Completion. c. The initial notice provided by the Contractor under Subsection (a) above shall provide an estimated number of days the Contractor believes it will be delayed, and describe the efforts of the Contractor that have been or are going to be undertaken to overcome or remove the Excusable Delay and to minimize the potential adverse effect on the cost and time for performance of the Work resulting from such Excusable Delay. The mere written notice of an event of delay or potential delay, without all of the aforementioned required information, is insufficient and will not toll the time period in which the Contractor must provide proper written notice under this Article. CONTRACTOR'S STRICT COMPLIANCE WITH THIS ARTICLE 10 IS A CONDITION PRECEDENT TO RECEIPT OF AN EXTENSION OF THE CONTRACT TIME. FAILURE OF THE CONTRACTOR TO 4 1 1 General Conditions for Construction Contracts JAptil 13, 2020) DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 COMPLY WITH ALL REQUIREMENTS AS TO ANY PARTICULAR EVENT OF DELAY, INCLUDING THE REQUIREMENTS OF THIS SECTION, SHALL BE DEEMED CONCLUSIVELY TO CONSTITUTE A WAIVER, ABANDONMENT OR RELINQUISHMENT OF ANY ENTITLEMENT TO AN EXTENSION OF TIME AND ALL CLAIMS RESULTING FROM THAT PARTICULAR EVENT OF PROJECT DELAY. Once the Parties have mutually agreed as to the adjustment in the Contract Time due to an Excusable Delay, they shall enter into a Change Order documenting the same. If the City and Contractor cannot resolve a request for time extension made properly and timely under this Section within sixty (60) days following Contractor's initial notice of the events giving rise to the request for a time extension, the Contractor may re -submit the request as a Claim in accordance with the Contract Documents. 10.12. Contractor's Duty. Notwithstanding the provisions of this Agreement allowing the Contractor to claim delay due to Excusable Delay, whenever an Excusable Delay shall occur, the Contractor shall use all reasonable efforts to overcome or remove any such Excusable Delay, and shall provide the City with written notice of the Contractor's recommendations on how best to minimize any adverse effect on the time and cost of performing the Work resulting from such Excusable Delay. In furtherance of the foregoing, whenever there shall be any Excusable Delay, the Contractor shall use all reasonable efforts to adjust the Project scheduling and the sequencing and timing of the performance of the Work in a manner that will avoid, to the extent reasonably practicable, any Excusable Delay giving rise to an actual extension in the time for performance of the Work. If there are corresponding costs associated with any of the measures which the Contractor deems necessary or desirable to minimize any adverse effects resulting from any Excusable Delay, the Contractor shall advise the City of such anticipated associated costs and shall not proceed with such measures absent the City's executing a Change Order in connection therewith. Nothing in this Section shall, however, be deemed to entitle the Contractor to any adjustment in the Contract Price or any other damages, losses or expenses resulting from an Excusable Delay; nor shall it be deemed to obligate the City to agree to undertake any recommendations suggested by the Contractor as a means of minimizing the adverse effects of any Excusable Delay. 10.13. Differing Site Conditions. In the event that during the course of the Work Contractor encounters subsurface or concealed conditions at the Project Site which could not have reasonably been identified by Contractor upon prior investigation, and materially differ from those indicated in the Contract Documents, or if unknown physical conditions of an unusual nature are encountered on the Project Site and differ materially from those ordinarily encountered and generally recognized as inherent in work of the character called for in the Contract Documents, then Contractor shall promptly notify the City within two (2) business days of the specific materially differing site conditions, before the Contractor disturbs the conditions or performs the affected Work. 10.13.1. Consultant and City shall, within two (2) business days after receipt of Contractor's written notice, investigate the site conditions identified by Contractor. If, in the sole opinion of Consultant, the conditions do materially so differ and cause an increase or decrease in Contractor's cost of, or the time required for, the performance of any part of the Work, Consultant shall recommend an equitable adjustment to the Contract Price, or the Contract Time, or both. If City and Contractor cannot agree on an adjustment in the Contract Price or Contract Time, the adjustment shall be referred to Consultant for determination in accordance with the provisions of Contract Documents, Should Consultant determine that the conditions of the Project Site are not so materially different to justify a change in the terms of the Contract, Consultant shall so notify City 42 1 General Conditions for Construction Contracts (April 13, 2020) DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 and Contractor in writing, stating the reasons, and such determination shall be final and binding upon the parties hereto. 10.13.2. An adjustment for differing site conditions shall not be allowed, and any Claim relating thereto shall be deemed conclusively waived, if the Contractor has not provided the required written notice within two (2) business days of discovery of the site conditions, or has disturbed the site conditions prior to City's examination thereof. If a differing site condition qualifies for an equitable adjustment pursuant to the Contract Documents, and the Contractor's costs cannot reasonably be established at the time of notice to the City thereof, the Contractor shall submit its proposed pricing and/or request for extension of time within ten (10) days after the proposed solution is identified to the differing site condition described in the Contractor's initial notice to the City. 10.13.3. For purposes of this Section, a "materially differing" site condition is one that (1) is not identified in the Contract Documents and is not reasonably inferable therefrom; and (2) could not have reasonably been identified by Contractor upon prior investigation, provided Contractor reasonably undertook such prior site investigation; and (3) requires a change to the Work that increases Contractor's costs and/or impacts the critical path for completion of the Work. 10.13.4. Where Site Conditions delay the Project, and said delay could have been avoided by reasonable investigations of the Project Site at any time prior to commencement of the Work in question, such delay shall not be considered to be an Excusable Delay beyond the control of the Contractor, and no time extension shall be granted. No request for an equitable adjustment or change to the Contract Time for differing Site Conditions shall be allowed if made after the date certified as the Substantial Completion date. ARTICLE 11. CLAIMS AND RESOLUTION OF DISPUTES. 11.1 Claims must be initiated by written notice and, unless otherwise specified in the Contract Documents, submitted to the other Party within ten (10) days of the event giving rise to such Claim or within ten (10) days after the claimant reasonably should have recognized the event or condition giving rise to the Claim, whichever is later. Such Claim shall include sufficient information to advise the other party of the circumstances giving rise to the Claim, the specific contractual adjustment or relief requested including, without limitation, the amounts and number of days of delay sought, and the basis of such request. The Claim must include all job records and other documentation supporting entitlement, the amounts and time sought. In the event additional time is sought, the Contractor shall include a time impact analysis to support such Claim. The City shall be entitled to request additional job records or documentation to evaluate the Claim. The Claim shall also include the Contractor's written notarized certification of the Claim in accordance with the False Claims Ordinance, Sections 70-300 et seq., of the City Code. 11.2 Claims not timely made or otherwise not submitted in strict accordance with the requirements of this Article or other Contract Documents shall be deemed conclusively waived, the satisfaction of which shall be conditions precedent to entitlement. 11.3 Contractor assumes all risks for the following items, none of which shall be the subject of any Change Order or Claim and none of which shall be compensated for except as they may have been included in the Contractor's Contract Price as provided in the Contract Documents: Loss of any anticipated profits, loss of bonding capacity or capability losses, loss of business opportunities, loss of productivity on this or any other project, loss of interest income on funds not paid, inefficiencies, costs to prepare a bid, cost to prepare a quote for a change in the Work, costs to prepare, negotiate or prosecute Claims, and loss of projects not bid 4,, 1 General Conditions for Construction Contracts (April 13, 2020) DocuSign Envelope ID. D3C467A5-4625-4A6E-B395-6C583EDC7CF8 upon, or any other indirect and consequential costs not listed herein. No compensation shall be made for loss of anticipated profits from any deleted Work. 11.4 Continuing the Work During Disputes. Contractor shall carry on the Work and adhere to the progress schedule during all disputes or disagreements with City, including disputes or disagreements concerning a request for a Change Order, a request for a change in the Contract Price or Contract Time. The Work shall not be delayed or postponed pending resolution of any disputes or disagreements. Contractor's failure to comply with this Section shall constitute an Event of Default. ARTICLE 12. PERMITS, LICENSES, FEES, TAXES. 12.1 Except as otherwise provided within the Contract Documents, all permits and licenses required by federal, state or local laws, rules and regulations necessary for the prosecution of the Work undertaken by Contractor pursuant to this Contract shall be secured and paid for by Contractor. It is Contractor's responsibility to have and maintain appropriate Certificate(s) of Competency, valid for the Work to be performed and valid for the jurisdiction in which the Work is to be performed for all persons working on the Project for whom a Certificate of Competency is required. 12.2 Impact fees levied by the City and/or Miami -Dade County shall be paid by Contractor. Contractor shall be reimbursed only for the actual amount of the impact fee levied by the municipality or Miami -Dade County as evidenced by an invoice or other acceptable documentation issued by the municipality. Reimbursement to Contractor in no event shall include profit or overhead of Contractor. 12.3 All fees, royalties, and claims for any invention, or pretended inventions, or patent of any article, material, arrangement, appliance, or method that may be used upon or in any manner be connected with the construction of the Work or appurtenances, are hereby included in the prices stipulated in Construction Documents for said work. 12.4 Taxes. Contractor shall pay all applicable sales, consumer, use and other taxes required by law. Contractor is responsible for reviewing the pertinent state statutes involving state taxes and complying with all requirements. ARTICLE 13. TERMINATION. 13.1. Termination for Convenience. In addition to other rights the City may have at law and pursuant to the Contract Documents with respect to cancellation and termination of the Contract, the City may, in its sole discretion, terminate for the City's convenience the performance of Work under this Contract, in whole or in part, at any time upon written notice to the Contractor. The City shall effectuate such Termination for Convenience by delivering to the Contractor a Notice of Termination for Convenience, specifying the applicable scope and effective date of termination, which termination shall be deemed operative as of the effective date specified therein without any further written notices from the City required. Such Termination for Convenience shall not be deemed a breach of the Contract, and may be issued by the City with or without cause. a. Upon receipt of such Notice of Termination for Convenience from the City, and except as otherwise directed by the City, the Contractor shall immediately proceed with the following obligations, regardless of any delay in determining or adjusting any amounts due under this Article: i. Stop the Work specified as terminated in the Notice of Termination for Convenience; 44 1 General Conditions for Construction Contracts (April 13, 2020) DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 ii. Promptly notify all Subcontractors of such termination, cancel all contracts and purchase orders to the extent they relate to the Work terminated to the fullest extent possible and take such other actions as are necessary to minimize demobilization and termination costs for such cancellations; iii. Immediately deliver to the City all Project records, in their original/native electronic format (i.e. CAD, Word, Excel, etc.), any and all other unfinished documents, and any and all warranties and guaranties for Work, equipment or materials already installed or purchased; iv. If specifically directed by the City in writing, assign to the City all right, title and interest of Contractor under any contract, subcontract and/or purchase order, in which case the City shall have the right and obligation to settle or to pay any outstanding claims arising from said contracts, subcontracts or purchase orders; v. Place no further subcontracts or purchase orders for materials, services, or facilities, except as necessary to complete the portion of the Work not terminated (if any) under the Notice of Termination for Convenience; vi. As directed by the City, transfer title and deliver to the City (1) the fabricated and non - fabricated parts, Work in progress, completed Work, supplies and other material produced or required for the Work terminated; and (2) the completed or partially completed Project records that, if this Contract had been completed, would be required to be furnished to the City; vii. Settle all outstanding liabilities and termination settlement proposals from the termination of any subcontracts or purchase orders, with the prior approval or ratification to the extent required by the City (if any); viii. Take any action that may be necessary, or that the City may direct, for the protection and preservation of the Project Site, including life safety and any property related to this Contract that is in the Contractor's possession and in which the City has or may acquire an interest; and ix. Complete performance of the Work not terminated (if any). b. Upon issuance of such Notice of Termination for Convenience, the Contractor shall only be entitled to payment for the Work satisfactorily performed up until the date of its receipt of such Notice of Termination for Convenience, but no later than the effective date specified therein. Payment for the Work satisfactorily performed shall be determined by the City in good faith, in accordance with the percent completion of the Work, less all amounts previously paid to the Contractor in approved Applications for Payment, the reasonable costs of demobilization and reasonable costs, if any, for canceling contracts and purchase orders with Subcontractors to the extent such costs are not reasonably avoidable by the Contractor. Contractor shall submit, for the City's review and consideration, a final termination payment proposal with substantiating documentation, including an updated Schedule of Values, within 30 days of the effective date of termination, unless extended in writing by the City upon request. Such termination amount shall be mutually agreed upon by the City and the Contractor and absent such agreement, the City shall, no less than fifteen (15) days prior to making final payment, provide the Contractor with written notice of the amount the City intends to pay to the Contractor. Such final payment so made to the Contractor shall be in full and final settlement for Work performed under this Contract, except to the extent the Contractor disputes such amount in a written notice delivered to and received by the City prior to the City's tendering such final payment. 13.2. Event of Default. The following shall each be considered an item of Default. If, after delivery of written notice from the City to Contractor specifying such Default, the Contractor fails to promptly commence and thereafter complete the curing of such Default within a reasonable period of time, not to exceed twenty- 45 1 General Conditions for Construction Contracts (April 13, 2020) DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 one (21) days, after the delivery of such Notice of Default, it shall be deemed an Event of Default, which constitutes sufficient grounds for the City to terminate Contractor for cause: a. Failing to perform any portion of the Work in a manner consistent with the requirements of the Contract Documents or within the time required therein; or failing to use the Subcontractors, entities and personnel as identified and to the degree specified, in the Contract Documents, subject to substitutions approved by the City in accordance with this Contract and the other Contract Documents; b. Failing, for reasons other than an Excusable Delay, to begin the Work required promptly following the issuance of a Notice to Proceed; c. Failing to perform the Work with sufficient manpower, workmen and equipment or with sufficient materials, with the effect of delaying the prosecution of the Work in accordance with the Project Schedule and/or delaying completion of any of the Project within the specified time; d. Failing, for reasons other than an Excusable Delay, to timely complete the Project within the specified time; e. Failing and/or refusing to remove, repair and/or replace any portion of the Work as may be rejected as defective or nonconforming with the terms and conditions of the Contract Documents; f. Discontinuing the prosecution of the Work, except in the event of: 1) the issuance of a stop -work order by the City; or 2) the inability of the Contractor to prosecute the Work because of an event giving rise to an Excusable Delay as set forth in this Contract for which Contractor has provided written notice of same in accordance with the Contract Documents; g. Failing to provide sufficient evidence upon request that, in the City's sole opinion, demonstrates the Contractor's financial ability to complete the Project; h. An indictment is issued against the Contractor; i. Failing to make payments to for materials or labor in accordance with the respective agreements, j. Failing to provide the City with a Recovery Schedule in accordance with the Contract Documents, k. Persistently disregarding laws, ordinances, or rules, regulations or orders of a public authority having jurisdiction; 1. Fraud, misrepresentation or material misstatement by Contractor in the course of obtaining this Contract; m. Failing to comply in any material respect with any of the terms of this Contract or the Contract Documents. In no event shall the time period for curing a Default constitute an extension of the time for achieving Substantial Completion or a waiver of any of the City's rights or remedies hereunder for a Default which is not cured as aforesaid. 13.3. Termination of Contract for Cause. a. The City may terminate the Contractor for cause upon the occurrence of an Event of Default as defined herein, or for any other breach of the Contract or other Contract Documents by the Contractor that the City, in its sole opinion, deems substantial and material, following written notice to the Contractor and the failure to timely and properly cure to the satisfaction of the City in the time period set forth herein, or as otherwise specified in the Notice of Default. b. Upon the occurrence of an Event of Default, and without any prejudice to any other rights or remedies of the City, whether provided by this Contract, the other Contract Documents or as otherwise provided at law or in equity, the City may issue a Notice of Termination for Cause to Contractor, copied to the Surety, rendering termination effective immediately, and may take any of the following actions, subject to any prior rights of the Surety: 46 1 General Conditions for Construction Contracts 1April 13, 2020) DocuSign Envelope ID: D3C467A5-4625-4A6E-8395-6C583EDC7CF8 i. Take possession of the Project Site and of all materials, equipment, tools, construction equipment and machinery thereon owned by Contractor; ii. Accept assignments of subcontracts; iii. Direct Contractor to transfer title and deliver to the City (1) the fabricated and non -fabricated parts, Work in progress, completed Work, supplies and other material produced or required for the Work terminated, and (2) the completed or partially completed Project records that, if this Contract had been completed, would be required to be furnished to the City; and iv. Finish the Work by whatever reasonable method the City may deem expedient. Upon the issuance of a Notice of Termination for Cause, the Contractor shall: i. Immediately deliver to the City all Project records, in their original/native electronic format (i.e. CAD, Word, Excel, etc.), any and all other unfinished or partially completed documents, and any and all warranties and guaranties for Work, equipment or materials already installed or purchased; ii. If specifically directed by the City in writing, assign to the City all right, title and interest of Contractor under any contract, subcontract and/or purchase order, in which case the City shall have the right and obligation to settle or to pay any outstanding claims arising from said contracts, subcontracts or purchase orders; iii. As directed by the City, transfer title and deliver to the City (1) the fabricated and non - fabricated parts, Work in progress, completed Work, supplies and other material produced or required for the Work terminated; and iv. Take any action that may be necessary, or that the City may direct, for the protection and preservation of the Project Site, including life safety and property related to this Contract that is in the Contractor's possession and in which the City has or may acquire an interest. d. All rights and remedies of the City's Termination rights herein shall apply to all Defaults that are non -curable in nature, or that fail to be cured within the applicable cure period or are cured but in an untimely manner, and the City shall not be obligated to accept such late cure. 13.4. Recourse to Performance and Pavment Bond; Other Remedies. a. Upon the occurrence of an Event of Default, and irrespective of whether the City has terminated the Contractor, the City may (i) make demand upon the Surety to perform its obligations under the Performance Bond and Payment Bond, including completion of the Work, without requiring any further agreement (including, without limitation, not requiring any takeover agreement) or mandating termination of Contractor as a condition precedent to assuming the bond obligations; or (ii) in the alternative, the City may take over and complete the Work of the Project, or any portion thereof, by its own devices, by entering into a new contract or contracts for the completion of the Work, or using such other methods as in the City's sole opinion shall be required for the proper completion of the Work, including succeeding to the rights of the Contractor under all subcontracts. b. The City may also charge against the Performance and Payment Bond all fees and expenses for services incidental to ascertaining and collecting losses under the Performance and Payment Bond including, without limitation, accounting, engineering, and legal fees, together with any and all costs incurred in connection with renegotiation of the Contract. 13.5. Costs and Expenses. 411 General Conditions for Construction Contracts (April 13, 2020) DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 a. All damages, costs and expenses, including reasonable attorney's fees, incurred by the City as a result of an uncured Default or a Default cured beyond the time limits stated herein (except to the extent the City has expressly consented, in writing, to the Contractor's late cure of such Default), together with the costs of completing the Work, shall be deducted from any monies due or to become due to the Contractor under this Contract, irrespective of whether the City ultimately terminates Contractor. b. Upon issuing a Notice of Termination for Cause, the City shall have no obligation to pay Contractor, and the Contractor shall not be entitled to receive, any money until such time as the Project has been completed and the costs to make repairs and/or complete the Project have been ascertained by the City. In case such cost and expense is greater than the sum which would have been due and payable to the Contractor under this Contract for any portion of the Work satisfactorily performed, the Contractor and the Surety shall be jointly and severally liable and shall pay the difference to the City upon demand. 13.6. Termination If No Default or Erroneous Default. If, after a Notice of Termination for Cause is issued by the City, it is thereafter determined that the Contractor was not in default under the provisions of this Contract, or that any delay hereunder was an Excusable Delay, the termination shall be converted to a Termination for Convenience and the rights and obligations of the parties shall be the same as if the notice of termination had been issued pursuant to the termination for convenience clause contained herein. The Contractor shall have no further recourse of any nature for wrongful termination. 13.7. Remedies Not Exclusive. Except as otherwise provided in the Contract Documents, no remedy under the terms of this Contract is intended to be exclusive of any other remedy, but each and every such remedy shall be cumulative and shall be in addition to any other remedies, existing now or hereafter, at law, in equity or by statute. No delay or omission to exercise any right or power accruing upon any Event of Default shall impair any such right or power nor shall it be construed to be a waiver of any Event of Default or acquiescence therein, and every such right and power may be exercised from time to time as often as may be deemed expedient. 13.8. Materiality and Non -Waiver of Breach. Each requirement, duty, and obligation in the Contract Documents is material. The City's failure to enforce any provision of this Contract shall not be deemed a waiver of such provision or Amendment of this Contract. A waiver shall not be effective unless it is in writing and approved by the City. A waiver of any breach of a provision of this Contract shall not be deemed a waiver of any subsequent breach and the failure of the City to exercise its rights and remedies under this Article at any time shall not constitute a waiver of such rights and remedies. 13.9. Contractor Right to Terminate Contract or Stop Work. If the Project should be stopped under an order of any court or other public authority for a period of more than ninety (90) days due to no act or fault of Contractor or persons or entities within its control, or if the City should fail to pay the Contractor any material amount owing pursuant to an Approved Application for Payment in accordance with the Contract Documents and after receipt of all supporting documentation required by the Contract Documents, and if the City fails to make such payment within ninety (90) days after receipt of written notice from the Contractor identifying the Approved Application for Payment for which payment is outstanding, then, unless the City is withholding such payment pursuant to any provision of this Contract which entitles the City to so withhold such payment, the Contractor shall have the right upon the expiration of the aforesaid ninety (90) day period to stop its performance of the Work, provided that Contractor has sent a Notice to Cure to the City via certified mail, allowing for a 7 day cure period. In such event, Contractor may terminate this Contract and recover from City payment for all Work executed and reasonable expense sustained (but excluding compensation for any item prohibited by any provisions of the Contract Documents). In the alternative to termination, Contractor shall not be obligated to recommence the Work until such time as the City shall have 48 1 General Conditions for Construction Contracts (April 13, 2020) DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 made payment to the Contractor in respect of such Approved Application for Payment, plus any actual and reasonable related demobilization and start-up costs evidenced by documentation reasonably satisfactory to the City. No act, event, circumstance or omission shall excuse or relieve the Contractor from the full and faithful performance of its obligations hereunder and the completion of the Work as herein provided for. ARTICLE 14. MISCELLANEOUS. 14.1. Separate Contracts. 14.1.1. The City reserves the right to perform construction or operations related to the Project with the City's own forces, to award separate contracts to other contractors or subcontractors, and to permit third parties to perform construction or operations in connection with other portions of the Project or other construction or operations on the Project Site or adjacent to the Project Site. City reserves the right to let other contracts in connection with this Project. Contractor shall afford other persons reasonable opportunity for the introduction and storage of their materials and the execution of their work and shall properly connect and coordinate this Work with theirs. 14.1.2. If any part of Contractor's Work depends for proper execution or results upon the work of any other persons, Contractor shall inspect and promptly report to Consultant any defects in such work that render it unsuitable for such proper execution and results. Contractor's failure to inspect and report shall constitute an acceptance of the other person's work as fit and proper for the reception of Contractor's Work, except as to defects which may develop in other contractor's work after the execution of Contractor's Work. 14.1.3. Contractor shall conduct its operations and take all reasonable steps to coordinate the prosecution of the Work so as to create no interference or impact on any other contractors, including the City's own forces, on the site. Should such interference or impact occur, Contractor shall be liable to the affected contractor for the cost of such interference or impact. Coordination with other contractors shall not be grounds for an extension of time or any adjustment in the Contract Price. Contractor agrees that its pricing of the Work and the determination of the Contract Price were expressly based upon the Contractor's assumption of the foregoing cost risks 14.1.4. Contractor shall afford other contractors reasonable access to the Project Site for the execution of their work. Following the request of the City or Consultant, the Contractor shall prepare a plan in order to integrate the work to be performed by the City or by the other contractors with the performance of the Work, and shall submit such plan to the City for approval. The Contractor shall arrange the performance of the Work so that the Work and the work of the City and the other contractors are, to the extent applicable, properly integrated, joined in an acceptable manner and performed in the proper sequence, so that any disruption or damage to the Work or to any work of the City or of other contractors is avoided. To insure the proper execution of subsequent work, Contractor shall inspect the work already in place and shall at once report to Consultant any discrepancy between the executed work and the requirements of the Contract Documents. 14.2. Lands for Work. 14.2.1. City shall provide, as may be indicated in the Contract Documents, the lands upon which the Work is to be performed, rights -of -way and easements for access thereto and such other lands as are designated by City or the use of Contractor. 49 1 General Conditions for Construction Contracts (April 13, 2020( DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 14.2.2. Contractor shall provide, at Contractor's own expense and without liability to City, any additional land and access thereto that may be required for temporary construction facilities, or for storage of materials. Contractor shall furnish to City copies of written permission obtained by Contractor from the owners of such facilities. 14.3. Assignment. Neither the City nor the Contractor shall assign its interest in this Contract without the written consent of the other, except as to the assignment of proceeds. Notwithstanding the foregoing, City may assign its interest in this Contract or any portion thereof to any local or state governmental body, special taxing district, or any person authorized by law to construct or own the Project. Such assignee shall be bound to comply with the terms of this Contract. 14.4. Rights of Various Interests. Whenever work being done by City's forces or by separate contractors is contiguous to or within the area where the Contractor will perform any of the Work pursuant to the Contract Documents, , the respective rights of the various interests involved shall be established by the Contract Administrator to secure the completion of the various portions of the work in general harmony. 14.5. Legal Restrictions and Traffic Provisions. Contractor shall conform to and obey all applicable laws, regulations, or ordinances with regard to labor employed, hours of work and Contractor's general operations. Contractor shall conduct its operations so as not to close any thoroughfare, nor interfere in any way with traffic on railway, highways, or water, without the prior written consent of the proper authorities. 14.6. Value Engineering. Contractor may request substitution of materials, articles, pieces of equipment or any changes that reduce the Contract Price by making such request to Consultant in writing after award of contract. Consultant will be the sole judge of acceptability, and no substitute will be ordered, installed, used or initiated without Consultant's prior written acceptance which will be evidenced by either a Change Order or an approved Shop Drawing. However, any substitution accepted by Consultant shall not result in any increase in the Contract Price or Contract Time. By making a request for substitution, Contractor agrees to pay directly to Consultant all Consultant's fees and charges related to Consultant's review of the request for substitution, whether or not the request for substitution is accepted by Consultant. Any substitution submitted by Contractor must meet the form, fit, function and life cycle criteria of the item proposed to be replaced and there must be a net dollar savings including Consultant review fees and charges. If a substitution is approved, the net dollar savings shall be shared equally between Contractor and City and shall be processed as a deductive Change Order. City may require Contractor to furnish at Contractor's expense a special performance guarantee or other surety with respect to any substitute approved after award of the Contract. ANY REQUESTS FOR SUBSTITUTION MUST BE MADE TO THE CITY'S PROCUREMENT DIRECTOR, WHO SHALL FORWARD SAME TO CONSULTANT. 14.7. No Interest. Any monies not paid by City when claimed to be due to Contractor under this Contract, including, but not limited to, any and all claims for contract damages of any type, shall not be subject to interest including, but not limited to prejudgment interest. However, the provisions of City's prompt payment ordinance, as such relates to timeliness of payment, and the provisions of Section 218.74(4), Florida Statutes as such relates to the payment of interest, shall apply to valid and proper invoices. 14.8. Protect Sign. Any requirements for a project sign shall be paid by the Contractor as specified by City Guidelines. 5U I General Conditions for Construction Contracts (April 13, 2020( DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 14.9. Availability of Project Site; Removal of Equipment. 14.9.1. Use of the Project Site or any other City -owned property or right-of-way for the purpose of storage of equipment or materials, lay -down facilities, pre -cast material fabrication, batch plants for the production of asphalt, concrete or other construction -related materials, or other similar activities, shall require advance written approval by the Contract Administrator. The City may, at any time, in its sole and absolute discretion, revoke or rescind such approval for any reason. Upon notice of such rescission, Contractor shall, within twenty-four (24) hours, remove and relocate any such materials and equipment to a suitable, approved location. Notwithstanding any other provision in the Contract Documents to the contrary, the conditions or requirements of right-of-way permits established by the authorities having jurisdiction including, without limitation any regulatory authorities of the City, shall take precedence over any provision in the Contract Documents that may provide any right whatsoever to use of the Project Site for staging, material and equipment storage, lay -down or other similar activities. 14.9.2. In case of termination of this Contract before completion for any cause whatever, Contractor, if notified to do so by City, shall promptly remove any part or all of Contractor's equipment and supplies from the property of City, failing which City shall have the right to remove such equipment and supplies at the expense of Contractor. 14.10. Nondiscrimination. In connection with the performance of the Services, the Contractor shall not exclude from participation in, deny the benefits of, or subject to discrimination anyone on the grounds of race, color, national origin, sex, age, disability, religion, income or family status. Additionally, Contractor shall comply fully with the City of Miami Beach Human Rights Ordinance, codified in Chapter 62 of the City Code, as may be amended from time to time, prohibiting discrimination in employment, housing, public accommodations, and public services on account of actual or perceived race, color, national origin, religion, sex, intersexuality, gender identity, sexual orientation, marital and familial status, age, disability, ancestry, height, weight, domestic partner status, labor organization membership, familial situation, or political affiliation. 14.11. Project Records. City shall have the right to inspect and copy, at City's expense, the books and records and accounts of Contractor which relate in any way to the Project, and to any claim for additional compensation made by Contractor, and to conduct an audit of the financial and accounting records of Contractor which relate to the Project and to any claim for additional compensation made by Contractor. Contractor shall retain and make available to City all such books and records and accounts, financial or otherwise, which relate to the Project and to any claim for a period of three (3) years following Final Completion of the Project. During the Project and the three (3) year period following Final Completion of the Project, Contractor shall provide City access to its books and records upon seventy-two (72) hours written notice. 14.12. Performance Evaluations. An interim performance evaluation of the successful Contractor may be submitted by the Contract Administrator during construction of the Project. A final performance evaluation shall be submitted when the Request for Final Payment to the construction contractor is forwarded for approval. In either situation, the completed evaluation(s) shall be forwarded to the City's Procurement Director who shall provide a copy to the successful Contractor. Said evaluation(s) may be used by the City as a factor in considering the responsibility of the successful Contractor for future bids with the City. 51 1 General Conditions for Construction Contracts (April 13, 2020) DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 14.13. Public Entity Crimes. In accordance with the Public Crimes Act, Section 287.133, Florida Statutes, a person or affiliate who is a contractor, consultant or other provider, who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid on a contract to provide any goods or services to the City, may not submit a bid on a contract with the City for the construction or repair of a public building or public work, may not submit bids on leases of real property to the City, may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with the City, and may not transact any business with the City in excess of the threshold amount provided in Section 287.017, Florida Statutes, for category two purchases for a period of 36 months from the date of being placed on the convicted vendor list. Violation of this Section by Contractor shall result in cancellation of the City purchase and may result in Contractor debarment. 14.14. Independent Contractor. Contractor is an independent contractor under this Contract. Services provided by Contractor pursuant to this Contract shall be subject to the supervision of Contractor. In providing such services, neither Contractor nor its agents shall act as officers, employees, or agents of the City. This Contract shall not constitute or make the parties a partnership or joint venture. Contractor hereby accepts complete responsibility as a principal for its agents, Subcontractors, vendors, materialmen, suppliers, their respective employees, agents and persons acting for or on their behalf, and all others Contractor hires to perform or to assist in performing the Work. 14.15. Third Party Beneficiaries. Neither Contractor nor City intends to directly or substantially benefit a third party by this Contract. Therefore, the parties agree that there are no third party beneficiaries to this Contract and that no third party shall be entitled to assert a claim against either of them based upon this Contract. The parties expressly acknowledge that it is not their intent to create any rights or obligations in any third person or entity under this Contract. 14.16. Severabili . In the event a portion of this Contract is found by a court of competent jurisdiction to be invalid, the remaining provisions shall continue to be effective unless City or Contractor elects to terminate this Contract. An election to terminate this Contract based upon this provision shall be made within seven (7) days after the finding by the court becomes final. ARTICLE 15. INSPECTOR GENERAL AUDIT RIGHTS. 15.1 Pursuant to Section 2-256 of the Code of the City of Miami Beach, the City has established the Office of the Inspector General which may, on a random basis, perform reviews, audits, inspections and investigations on all City contracts, throughout the duration of said contracts. This random audit is separate and distinct from any other audit performed by or on behalf of the City. 15.2 The Office of the Inspector General is authorized to investigate City affairs and empowered to review past, present and proposed City programs, accounts, records, contracts and transactions. In addition, the Inspector General has the power to subpoena witnesses, administer oaths, require the production of witnesses and monitor City projects and programs. Monitoring of an existing City project or program may include a report concerning whether the project is on time, within budget and in conformance with the contract documents and applicable law. The Inspector General shall have the power to audit, investigate, monitor, oversee, inspect and review operations, activities, performance and procurement process including but not limited to project design, bid specifications, (bid/proposal) submittals, activities of the Contractor, its officers, agents and employees, lobbyists, City staff and elected officials to ensure compliance with the Contract Documents and to detect fraud and corruption. Pursuant to Section 2-378 of the City Code, the City is allocating a percentage of its �)2 1 General Conditions for Construction Contracts (April 13, 2020) DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 overall annual contract expenditures to fund the activities and operations of the Office of Inspector General. 15.3 Upon ten (10) days written notice to the Contractor, the Contractor shall make all requested records and documents available to the Inspector General for inspection and copying. The Inspector General is empowered to retain the services of independent private sector auditors to audit, investigate, monitor, oversee, inspect and review operations activities, performance and procurement process including but not limited to project design, bid specifications, (bid/proposal) submittals, activities of the Contractor, its officers, agents and employees, lobbyists, City staff and elected officials to ensure compliance with the contract documents and to detect fraud and corruption. 15.4 The Inspector General shall have the right to inspect and copy all documents and records in the Contractor's possession, custody or control which in the Inspector General's sole judgment, pertain to performance of the contract, including, but not limited to original estimate files, change order estimate files, worksheets, proposals and agreements from and with successful subcontractors and suppliers, all project -related correspondence, memoranda, instructions, financial documents, construction documents, (bid/proposal) and contract documents, back -change documents, all documents and records which involve cash, trade or volume discounts, insurance proceeds, rebates, or dividends received, payroll and personnel records and supporting documentation for the aforesaid documents and records. 15.5 The Contractor shall make available at its office at all reasonable times the records, materials, and other evidence regarding the acquisition (bid preparation) and performance of this contract, for examination, audit, or reproduction, until three (3) years after final payment under this contract or for any longer period required by statute or by other clauses of this contract. In addition: i. If this contract is completely or partially terminated, the Contractor shall make available records relating to the work terminated until three (3) years after any resulting final termination settlement; and ii. The Contractor shall make available records relating to appeals or to litigation or the settlement of claims arising under or relating to this contract until such appeals, litigation, or claims are finally resolved. 15.6 The provisions in this section shall apply to the Contractor, its officers, agents, employees, subcontractors and suppliers. The Contractor shall incorporate the provisions in this section in all subcontracts and all other agreements executed by the Contractor in connection with the performance of this contract. 15.7 Nothing in this section shall impair any independent right to the City to conduct audits or investigative activities. The provisions of this section are neither intended nor shall they be construed to impose any liability on the City by the Contractor or third parties. 53 1 General Conditions for Construction Contracts (April 13, 2020( DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 MIAMI BEACH FORMAL SOLICITATIONS TERMS AND CONDITIONS - GOODS & SERVICES (October 27, 2022) GENERAL DISCLAIMERS. a. The solicitation referenced herein is being furnished to the Bidders by the City of Miami Beach (the "City") for the Bidder's convenience. It is the responsibility of the recipient to assure itself that information contained herein is accurate and complete. The City does not provide any assurances as to the accuracy of any information in this solicitation. Any reliance on these contents, or on any permitted communications with City officials, shall be at the recipient's own risk. Bidders should rely exclusively on their own investigations, interpretations, and analyses. Bidders are expected to examine the terms, conditions, specifications, delivery schedules proposed pricing, and other all instructions pertaining to the goods relative to this solicitation. Failure to do so will be at the Bidder's risk and may result in the Bid being non -responsive. All expenses involved with the preparation and submission of bid, or any work performed in connection therewith, shall be the sole responsibility (and shall be at the sole cost and expense) of the Bidders, and shall not be reimbursed by the City. b. The solicitation is being provided by the City without any warranty or representation, express or implied, as to its content, its accuracy, or its completeness. No warranty or representation is made by the City or its agents that any Bid conforming to these requirements will be selected for consideration, negotiation, or approval. Any individual that submits a bid in response to this solicitation agrees that any action taken by the City in response to bids made pursuant to this solicitation, or in making any award, or in failing or refusing to make any award pursuant to such bid, or in cancelling awards, or in withdrawing or cancelling this solicitation, either before or after issuance of an award, shall be without any liability or obligation on the part of the City. It is the responsibility of each Bidders, before submitting a Bid, to: examine the solicitation thoroughly; visit the site or structure, as applicable, to become familiar with conditions that may affect costs, progress, performance or furnishing of the Work, take into account federal, state and local (City and Miami -Dade County) laws, regulations, permits, and ordinances that may affect costs, progress, performance, furnishing of the Work, or award; study and carefully correlate Bidder's observations with the solicitation. The Bidders shall notify the Chief Procurement Officer of all conflicts, errors, or discrepancies in the solicitation of which Bidders knows or reasonably should have known The submission of a Bid shall constitute an incontrovertible representation by Bidders that Bidders has complied with the above requirements and that without exception, the Bid is premised upon performing and furnishing the Work required by the solicitation and that the solicitation documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. d Any action taken by the City in response to bids received pursuant to this solicitation, or in making any award, or in failing or refusing to make any award pursuant to such bid, or in cancelling awards, or in withdrawing or cancelling this solicitation, either before or after issuance of an award, shall be without any liability or obligation on the part of the City. In its sole discretion, the City may withdraw the solicitation either before or after receiving bids, may accept or reject bids, and may accept bids which deviate from the solicitation, as it deems appropriate and in its best interest. The City may postpone the deadline for submittal of bids and may, but is not required to, make a reasonable effort to give at least three (3) calendar days electronic notice of any such postponement. e. In its sole discretion, the City may determine the qualifications and acceptability of any party or parties submitting bid in response to this solicitation. f. Bidders are hereby advised that this solicitation is subject to the following ordinances/resolutions (as applicable), which may be found on the City Of Miami Beach Procurement Department website at https://www.miamibeachfi.gov/City- hall/procuremenUprocurement-related-ordinance-and-procedures/. Requirement Code Section or Resolution Cone of Silence 2-486 Protest Procedures 2-371 Debarment Proceedings 2-481 through 2-406 Lobbyist Registration and Disclosure of Fees 2-397 through 2-485.3 Campaign Contributions by Vendors 2-487 Campaign Contributions by Lobbyists 2-488 Equal Benefits for Domestic Partners 2-373 Living Wage Requirement 2-407 through 2-410 False Claims Ordinance 70-300 Acceptance of Gifts, Favors & Services 2-449 Purchase of Goods and Services Sourced in Resolution 2016-29375 Mississippi Non-discrimination (boycotts) 2016-3990 2 ACCEPTANCE OF GIFTS, FAVORS, SERVICES. Bidders shall not offer any gratuities, favors, or anything of monetary value to any official, employee, or agent of the City, for the purpose of influencing consideration of this Bid. Pursuant to Sec. 2-449 of the City Code, no officer or employee of the City shall accept any gift, favor or service that might reasonably tend improperly to influence him in the discharge of his official duties. 3. ASSIGNMENT. No contract shall be assigned, transferred, conveyed, sublet or otherwise disposed, including any or all right, Page 1 of 7 1 Formal Solicitations Terms and Conditions — Goods and Services (October 27, 2022) DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 MIAMI BEACH FORMAL SOLICITATIONS TERMS AND CONDITIONS - GOODS & SERVICES (October 27, 2022) title or interest therein, or power to execute such contract, to any person, company or corporation, without the prior written consent of the City. 4. CANCELLATION. In the event any of the provisions of this Bid are violated by the Bidders, the City shall give written notice to the Bidders stating such deficiencies and, unless such deficiencies are corrected within ten (10) calendar days from the date of the City's notice, the City, through its City Manager, may declare the contract in default and terminate same, without further notice required to the Bidders. Notwithstanding the preceding, the City, through its City Manager, also reserves the right to terminate the contract at any time and for any reason, without cause and for convenience, and without any monetary liability to the City, upon the giving of thirty (30) days prior written notice to the Bidders. 5. COMPLIANCE WITH THE CITY'S LOBBYIST LAWS. This solicitation is subject to, and all Bidders are expected to be or become familiar with, all City lobbyist laws. Bidders shall be solely responsible for ensuring that all City lobbyist laws are complied with, and shall be subject to any and all sanctions, as prescribed therein, including, without limitation, disqualification of their responses, in the event of such non-compliance. 6. DEFAULT. Failure or refusal of the successful Bidders to execute a contract following approval of such contract by the City Commission, or untimely withdrawal of a bid response before such award is made and approved, may result in a claim for damages by the City, and may be grounds for removing the Bidders from the City's vendor list. 7. DEMONSTRATION OF COMPETENCY. Pursuant to Section 2-369 of the City Code, when determining the lowest and best Bidders, in addition to price, there shall be a consideration of the following (1) the ability, capacity and skill of the Bidders to perform the contract, (2) whether the Bidders can perform the contract within the time specified, without delay or interference; (3) the character, integrity, reputation, judgment, experience and efficiency of the Bidders, (4) the quality of performance of previous contracts, and (5) the previous and existing compliance by the Bidders with laws and ordinances relating to the contract. In doing so, the City may take any and all actions in deems necessary, including consideration of any legal, financial, operational (facilities, staffing and equipment) factor that may impact the Bidder's ability to successfully perform the contract, and the City may contact any prior or current client, employee or agent of the Bidders. a. The City reserves the right to request supplemental information from Bidders at any time during the solicitation process, unless otherwise noted. 8. DISPUTES. In the event of a conflict between the documents, the order of priority of the documents shall be as follows: a. Any contract or agreement resulting from the award of this solicitation, then b. Addendum issued for this solicitation, with the latest Addendum taking precedence; then C. The solicitation, then d. The Bidder's bid in response to the solicitation. In case of any doubt or difference of opinion as to the items and/or goods (as the case may be) to be furnished hereunder, the decision of the City shall be final and binding on all parties. 9. ELIMINATION FROM CONSIDERATION. This bid shall not be awarded to any person or firm who is in arrears to the City upon any debt, taxes, or contracts which are defaulted as surety or otherwise upon any obligation to the City. 10. EMERGENCY RESPONSE PRIORITY. It is hereby made a part of this solicitation that before, during, and after a public emergency, disaster, hurricane, tornado, flood, or other acts of force majeure that the City of Miami Beach, Florida shall receive a "First Priority" for any goods and services covered under any award resulting from this solicitation, including balance of line items as applicable. It is vital and imperative that the majority of citizens are protected from any emergency situation that threatens public health and safety, as determined by the City. By virtue of submitting a response to this solicitation, vendor agrees to provide all award -related goods and services to the City on a "first priority" under the emergency conditions noted above. 11. ESTIMATED QUANTITIES. Estimated quantities or estimated dollars, if provided, are for City guidance only. No guarantee is expressed or implied as to quantities or dollars that will be used during the contract period. The City is not obligated to place any order for a given amount subsequent to the award of this Bid. Estimates are based upon the City's actual needs and/or usage during a previous contract period. The City may use said estimates for purposes of determining whether the low Bidders meets specifications. 12. ENVIRONMENTAL REGULATIONS. The City reserves the right to consider a Bidder's history of citations and/or violations of environmental regulations in investigating a Bidder's responsibility, and further reserves the right to declare a Bidders not responsible if the history of violations warrants such determination in the opinion of the City. Bidder shall submit with its proposal, a complete history of all citations and/or violations, notices, and dispositions thereof. The non -submission of any such documentation shall be deemed to be an affirmation by the Bidders that there are no citations or violations. Bidders shall notify the City immediately of notice of any citation or violation which Bidders may receive after the proposal opening date and during the time of performance of any contract awarded to it. 13. EXCEPTIONS TO SOLICITATION. Bidders must clearly indicate any exceptions they wish to take to any of the terms in the solicitation, and outline what, if any, alternative is being offered. All exceptions and alternatives shall be included and clearly Page 2 of 7 1 Formal Solicitations Terms and Conditions — Goods and Services (October 27, 2022) DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 MIAMI BEACH FORMAL SOLICITATIONS TERMS AND CONDITIONS - GOODS & SERVICES (October 27, 2022) delineated, in writing, in the bid submittal. The City, at its sole and absolute discretion, may accept or reject any or all exceptions and alternatives. In cases in which exceptions and alternatives are rejected, the City shall require the Bidders to comply with the particular term and/or condition of the solicitation to which Bidders took exception to (as said term and/or condition was originally set forth in the solicitation and any exhibits or Addenda thereto). 14. FLORIDA PUBLIC RECORDS LAW. Bidders are hereby notified that all bids including, without limitation, any and all information and documentation submitted therewith, are exempt from public records requirements under Section 119.07(1), Florida Statutes, and s. 24(a), Art. 1 of the State Constitution until such time as the City provides notice of an intended decision or until thirty (30) days after opening of the bids, whichever is earlier. Additionally, Bidders agrees to be in full compliance with Florida Statute 119.0701 including, but not limited to, agreement to (a) Keep and maintain public records that ordinarily and necessarily would be required by the public agency in order to perform the goods, (b) provide the public with access to public records on the same terms and conditions that the public agency would provide the records and at a cost that does not exceed the cost provided in this chapter or as otherwise provided by law; (c) Ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized by law, (d) Meet all requirements for retaining public records and transfer, at no cost, to the public agency all public records in possession of the Bidders upon termination of the contract and destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. All records stored electronically must be provided to the public agency in a format that is compatible with the information technology systems of the public agency. 15. JOINT VENTURES / SINGLE PURPOSE ENTITY. Joint Ventures are not allowed. bid shall be submitted only by the prime contractor. Bidders may, however, identify sub -contractors or sub -consultants to the prime Bidders who may serve as team members. 16. FORCE MAJEURE. A "Force Majeure" event is an event that (i) in fact causes a delay in the performance of the Contractor or the City's obligations under the Agreement, and (ii) is beyond the reasonable control of such party unable to perform the obligation, and (iii) is not due to an intentional act, error, omission, or negligence of such party, and (iv) could not have reasonably been foreseen and prepared for by such party at any time prior to the occurrence of the event. Subject to the foregoing criteria, Force Majeure may include events such as war, civil insurrection, riot, fires, epidemics, pandemics, terrorism, sabotage, explosions, embargo restrictions, quarantine restrictions, transportation accidents, strikes, strong hurricanes or tornadoes, earthquakes, or other acts of God which prevent performance. Force Majeure shall not include technological impossibility, inclement weather, or failure to secure any of the required permits pursuant to the Agreement. b. If the City or Contractor's performance of its contractual obligations is prevented or delayed by an event believed by to be Force Majeure, such party shall immediately, upon learning of the occurrence of the event or of the commencement of any such delay, but in any case within fifteen (15) business days thereof, provide notice: (i) of the occurrence of event of Force Majeure, (ii) of the nature of the event and the cause thereof, (iii) of the anticipated impact on the Agreement, (iv) of the anticipated period of the delay, and (v) of what course of action such party plans to take in order to mitigate the detrimental effects of the event. The timely delivery of the notice of the occurrence of a Force Majeure event is a condition precedent to allowance of any relief pursuant to this section, however, receipt of such notice shall not constitute acceptance that the event claimed to be a Force Majeure event is in fact Force Majeure, and the burden of proof of the occurrence of a Force Majeure event shall be on the requesting party. c. The City may, through its City manager, in its sole and absolute discretion, make amendment or equitable adjustment in the contract terms and conditions and/or pricing to address very limited unforeseen circumstances outside of the successful Bidder's control relating to certain supply chain issues and extreme market volatility. The City may, through its City Manager, but shall have no obligation to consider or otherwise approve an adjustment, where pricing or availability of supply is affected by extreme or unforeseen volatility in the marketplace satisfying, at a minimum, all of the following criteria: 1) the volatility is due to causes wholly beyond the successful Bidder's control; 2) the volatility affects the entire marketplace or industry, not just the particular successful Bidder's source of supply; 3) the effect on pricing or availability of supply is substantial; and 4) the volatility so affects the successful Bidders that continued performance of the Contract would result in an excessive or unreasonable substantial loss or financial hardship to the Bidders, such as, for example, an event implicating insolvency or bankruptcy. Any adjustment would require irrefutable evidence and written approval by the Chief Procurement Officer. For the avoidance of doubt, this section does not in any way alter or affect the allocation of risk between the City and the Bidders pursuant to the Contract, or Bidder's assumption of all risks relating to its performance in accordance with the Contract terms. d. No party hereto shall be liable for its failure to carry out its obligations under the Agreement during a period when such party is rendered unable, in whole or in part, by Force Majeure to carry out such obligations. The suspension of any of the obligations under this Agreement due to a Force Majeure event shall be of no greater scope and no longer duration than is required. The party shall use its reasonable best efforts to continue to perform its obligations hereunder to the extent such obligations are not affected or are only partially affected by the Force Majeure event, and to correct or cure the event or condition excusing performance and otherwise to remedy its inability to perform to the extent its inability to perform is the direct result of the Force Majeure event with all reasonable dispatch. Page 3 of 7 1 Formal Solicitations Terms and Conditions — Goods and Services (October 27, 2022) DocuSign Envelope ID: D3C467A5-4625-4A6E-6395-6C583EDC7CF8 MIAMI BEACH FORMAL SOLICITATIONS TERMS AND CONDITIONS - GOODS & SERVICES (October 27, 2022) e. Obligations pursuant to the Agreement that arose before the occurrence of a Force Majeure event, causing the suspension of performance, shall not be excused as a result of such occurrence unless such occurrence makes such performance not reasonably possible. The obligation to pay money in a timely manner for obligations and liabilities which matured prior to the occurrence of a Force Majeure event shall not be subject to the Force Majeure provisions. Notwithstanding any other provision to the contrary herein, in the event of a Force Majeure occurrence, the City may, at the sole discretion of the City Manager, suspend the City's payment obligations under the Agreement, and may take such action without regard to the notice requirements herein. Additionally, in the event that an event of Force Majeure delays a party's performance under the Agreement for a time period greater than thirty (30) days, the City may, at the sole discretion of the City Manager, terminate the Agreement on a given date, by giving written notice to Contractor of such termination. If the Agreement is terminated pursuant to this section, Contractor shall be paid for any Services satisfactorily performed up to the date of termination, following which the City shall be discharged from any and all liabilities, duties, and terms arising out of, or by virtue of, this Agreement. In no event will any condition of Force Majeure extend this Agreement beyond its stated term. 17. INDEMNIFICATION. The bidder shall indemnify and hold harmless the City and its officers, employees, agents and instrumentalities from any and all liability, losses or damages, including attorney's fees and costs of defense, which the City or its officers, employees, agents or instrumentalities may incur as a result of claims, demands, suits, causes of actions or proceedings of any kind or nature arising out of, relating to or resulting from the performance of the agreement by the bidder or its employees, agents, servants, partners, principals or subcontractors. The bidder shall pay all claims and losses in connection therewith, and shall investigate and defend all claims, suits or actions of any kind or nature in the name of the City, where applicable, including appellate proceedings, and shall pay all costs, judgments, and attorney's fees which may be incurred thereon. The bidder expressly understands and agrees that any insurance protection required by any agreement with the City or otherwise provided by the bidder shall in no way limit the responsibility to indemnify, keep and save harmless and defend the City or its officers, employees, agents and instrumentalities as herein provided. The above indemnification provisions shall survive the expiration or termination of this Agreement. 18. INSPECTION, ACCEPTANCE & TITLE. Inspection and acceptance will be at destination, unless otherwise provided. Title to (or risk of loss or damage to) all items shall be the responsibility of the successful Bidders until acceptance by the City unless loss or damage results from the gross negligence or willful misconduct of the City. If any equipment or supplies supplied to the City are found to be defective, or do not conform to the specifications, the City reserves the right to cancel the order upon written notice to the seller, and return the product, at the Bidder's expense. 19. INSPECTOR GENERAL AUDIT RIGHTS. a. Pursuant to Section 2-256 of the Code of the City of Miami Beach, the City has established the Office of the Inspector General which may, on a random basis, perform reviews, audits, inspections and investigations on all City contracts, throughout the duration of said contracts. This random audit is separate and distinct from any other audit performed by or on behalf of the City. The Office of the Inspector General is authorized to investigate City affairs and empowered to review past, present, and proposed City programs, accounts, records, contracts, and transactions. In addition, the Inspector General has the power to subpoena witnesses, administer oaths, require the production of witnesses and monitor City projects and programs. Monitoring of an existing City project or program may include a report concerning whether the project is on time, within budget and in conformance with the contract documents and applicable law. The Inspector General shall have the power to audit, investigate, monitor, oversee, inspect and review operations, activities, performance and procurement process including but not limited to project design, bid specifications, (bid/proposal) submittals, activities of the Contractor, its officers, agents and employees, lobbyists, City staff and elected officials to ensure compliance with the Contract Documents and to detect fraud and corruption. Pursuant to Section 2-378 of the City Code, the City is allocating a percentage of its overall annual contract expenditures to fund the activities and operations of the Office of Inspector General. C. Upon ten (10) days written notice to the Contractor, the Contractor shall make all requested records and documents available to the Inspector General for inspection and copying. The Inspector General is empowered to retain the services of independent private sector auditors to audit, investigate, monitor, oversee, inspect and review operations activities, performance and procurement process including but not limited to project design, bid specifications, (bid/proposal) submittals, activities of the Contractor, its officers, agents and employees, lobbyists, City staff and elected officials to ensure compliance with the contract documents and to detect fraud and corruption. d. The Inspector General shall have the right to inspect and copy all documents and records in the Contractor's possession, custody or control which in the Inspector General's sole judgment, pertain to performance of the contract, including, but not limited to original estimate files, change order estimate files, worksheets, proposals and agreements from and with successful subcontractors and suppliers, all project -related correspondence, memoranda, instructions, financial documents, construction documents, (bid/proposal) and contract documents, back -change documents, all documents and records which involve cash, trade or volume discounts, insurance proceeds, rebates, or dividends received, payroll and personnel records and supporting documentation for the aforesaid documents and records. Page 4 of 7 1 Formal Solicitations Terms and Conditions — Goods and Services (October 27, 2022) DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 MIAMIBEACH FORMAL SOLICITATIONS TERMS AND CONDITIONS - GOODS & SERVICES (October 27, 2022) The Contractor shall make available at its office at all reasonable times the records, materials, and other evidence regarding the acquisition (bid preparation) and performance of this contract, for examination, audit, or reproduction, until three (3) years after final payment under this contract or for any longer period required by statute or by other clauses of this contract. In addition: i. If this contract is completely or partially terminated, the Contractor shall make available records relating to the work terminated until three (3) years after any resulting final termination settlement; and ii. The Contractor shall make available records relating to appeals or to litigation or the settlement of claims arising under or relating to this contract until such appeals, litigation, or claims are finally resolved. f. The provisions in this section shall apply to the Contractor, its officers, agents, employees, subcontractors, and suppliers. The Contractor shall incorporate the provisions in this section in all subcontracts and all other agreements executed by the Contractor in connection with the performance of this contract. g. Nothing in this section shall impair any independent right to the City to conduct audits or investigative activities. The provisions of this section are neither intended nor shall they be construed to impose any liability on the City by the Contractor or third parties. 20. LAWS, PERMITS AND REGULATIONS, The Bidders shall obtain and pay for all licenses, permits, and inspection fees required to complete the work and shall comply with all applicable laws. 21, LIABILITY, INSURANCE, LICENSES AND PERMITS. Where Bidders are required to enter or go on to City of Miami Beach property to deliver materials or perform work or services as a result of the Bid, the Bidders will assume the full duty, obligation and expense of obtaining all necessary licenses, permits, and insurance, and assure all work complies with all Applicable Laws. The Bidders shall be liable for any damages or loss to the City occasioned by negligence of the Bidders, or his/her officers, employees, contractors, and/or agents, for failure to comply with Applicable Laws. 22. MANNER OF PERFORMANCE. Bidders agrees to perform its duties and obligations in a professional manner and in accordance with all applicable Local, State, County, and Federal laws, rules, regulations, and codes. Lack of knowledge or ignorance by the Bidders with/of applicable laws will in no way be a cause for relief from responsibility. Bidders agrees that the work and goods provided shall be provided by employees that are educated, trained, experienced, certified, and licensed in all areas encompassed within their designated duties. Bidders agrees to furnish to the City any and all documentation, certification, authorization, license, permit, or registration currently required by applicable laws, rules, and regulations. Bidders further certifies that it and its employees will keep all licenses, permits, registrations, authorizations, or certifications required by applicable laws or regulations in full force and effect during the term of this contract. Failure of Bidders to comply with this paragraph shall constitute a material breach of this contract. 23. MOD] FICATION/WITHDRAWALS OF BIDS. A Bidders may submit a modified bid to replace all or any portion of a previously submitted Bid up until the Bid due date and time. Modifications received after the bid due date and time will not be considered. bid shall be irrevocable until contract award unless withdrawn in writing prior to the bid due date, or after expiration of 180 calendar days from the opening of bid without a contract award. Letters of withdrawal received after the Bid due date and before said expiration date, and letters of withdrawal received after contract award will not be considered. 24. MULTIPLE AWARD. The City may award two or more vendors (primary, secondary, tertiary, or higher), as available, by line item, by group or in its entirety, beginning with lowest, responsive, responsible Bidders (primary), followed by the second lowest, responsive, responsible Bidders (secondary), and continuing with other responsive, responsible Bidders in order of next best cost. The City will endeavor to utilize vendors in order of award. However, the City may utilize other vendors in the event that: 1) a contract vendor is not or is unable to be in compliance with any contract or delivery requirement, 2) it is in the best interest of the City to do so regardless of reason. 25. NON-CONFORMANCE TO CONTRACT CONDITIONS. Items may be tested for compliance with specifications. Items delivered, not conforming to specifications, may be rejected, and returned at the Bidder's expense. These items, as well as items not delivered as per delivery date in bid and/or purchase order, may be purchased by the City, at its discretion, on the open market. Any increase in cost may be charged against the Bidders. Any violation of these stipulations may also result in the Bidder's name being removed from the City's vendor list. 26. NON-DISCRIMINATION. The Bidders certifies and affirms that it is in compliance with and will be bound by the Section 202, Executive Order 11246, as amended by Executive Order 11375, relative to equal employment opportunity for all persons without regard to race, color, religion, sex or national origin. 27. NON -EXCLUSIVITY. To the extent applicable, it is the intent of the City to purchase the goods or services specifically listed in the solicitation. However, the City reserves the right to purchase any goods or services awarded from any other governmental or cooperative contract, or on the open market. 28. OCCUPATIONAL HEALTH AND SAFETY. The Bidders warrants to the City that any work, goods, supplies, materials or equipment supplied pursuant to this bid shall conform in all respects to the standards set forth in the Occupational Safety and Page 5 of 7 1 Formal Solicitations Terms and Conditions — Goods and Services (October 27, 2022) DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 MIAMI BEACH FORMAL SOLICITATIONS TERMS AND CONDITIONS - GOODS & SERVICES (October 27, 2022) Health Act of 1970, as amended, and the failure to comply with this condition will be deemed breach of contract. Any fines levied because of inadequacies to comply with this condition shall be borne solely by the Bidders. 29. OBSERVANCE OF LAWS. Bidders are expected to be familiar with, and comply with, all Federal, State, County, and City laws, ordinances, codes, rules and regulations, and all orders and decrees of bodies or tribunals having jurisdiction or authority which, in any manner, may affect the scope of goods and/or project contemplated by this solicitation (including, without limitation, the Americans with Disabilities Act, Title VII of the Civil Rights Act, the EEOC Uniform Guidelines, and all EEO regulations and guidelines). Ignorance of the law(s) on the part of the Bidders will in no way relieve it from responsibility for compliance. 30. OPTIONAL CONTRACT USAGE. When the successful Bidders agrees, other units of government or non-profit agencies may participate in purchases pursuant to the award of this contract at the option of the unit of government or non-profit agency 31. OSHA. The Bidders warrants to the City that any work, services, supplies, materials or equipment supplied pursuant to this Bid shall conform in all respects to the standards set forth in the Occupational Safety and Health Act of 1970, as amended, and the failure to comply with this condition will be deemed breach of contract. Any fines levied because of inadequacies to comply with this condition shall be borne solely by the Bidders. 32. OTHER TERMS AND CONDITIONS. Any order pursuant to the contract that includes terms and conditions other than those expressly approved in this solicitation or contract shall be null and void and rejected by the City. 33. PAYMENT. Payment will be made by the City after the goods have been received, inspected, and found to comply with contract specifications, free of damage or defect, and are properly invoiced. 34. PATENTS & ROYALTIES. Bidder shall indemnify and save harmless the City of Miami Beach, Florida, and its officers, employees, contractors, and/or agents, from liability of any nature or kind, including cost and expenses for, or on account of, any copyrighted, patented, or unpatented invention, process, or article manufactured or used in the performance of the contract, including its use by the City of Miami Beach, Florida. If the Bidders uses any design, device or materials covered by letters, patent, or copyright, it is mutually understood and agreed, without exception, that the Bid prices shall include all royalties or cost arising from the use of such design, device, or materials in any way involved in the work. 35. PRICES QUOTED. Prices quoted shall remain firm and fixed during the duration of the contract. In completing the bid form, state both unit price and extended total, when requested. Prices must be stated in units of quantity specified in the bidding specifications. In case of discrepancy in computing the amount of the bid, the UNIT PRICE quoted will govern. All prices must be F.O.B. destination, freight prepaid (unless otherwise stated in Special Conditions). The Bidders may offer cash discounts for prompt payments, however, such discounts will not be considered in determining the lowest price during bid evaluation. Bidders are requested to provide prompt payment terms in the space provided on the Bid submittal signature page of the solicitation. Award, if made, will be in accordance with terms and conditions stated herein. Each item must be bid separately, and no attempt is to be made to tie any item or items in with any other item or items. Cash or quantity discounts offered will not be a consideration in determination of award of bid(s). 36. PROTESTS. Any protest concerning the specifications or award of this solicitation shall be in accordance with City Code Section 2-371. Protests not submitted in a timely manner pursuant to the requirements of City Code Section 2-371 shall be barred. 37. PUBLIC ENTITY CRIME. A person or affiliate who has been placed on the convicted vendor list following a conviction for public entity crimes may not submit a bid on a contract to provide any goods to a public entity, may not submit a bid on a contract with a public entity for the construction or repair of a public building or public work, may not submit a bid on leases of real property to public entity, may not be awarded or perform work as a contractor, supplier, sub -contractor, or consultant under a contract with a public entity, and may not transact business with any public entity in excess of the threshold amount provided in Sec. 287.017, for Category Two, for a period of 36 months from the date of being placed on the convicted vendor list. 38. RELATIONSHIP TO THE CITY. It is the intent of the City. and Bidders hereby acknowledge and agree, that the successful Bidders is considered to be an independent contractor, and that neither the Bidders, nor the Bidder's employees, agents, and/or contractors, shall, under any circumstances, be considered employees or agents of the City. 39. SPECIAL CONDITIONS. Any and all Special Conditions that may vary from these General Terms and Conditions shall have precedence. 40. TAXES. The City of Miami Beach is exempt from all Federal Excise and State taxes. 41. TERMINATION FOR DEFAULT. If the successful Bidders shall fail to fulfill in a timely manner, or otherwise violate, any of the covenants, agreements, or stipulations material to the Bid and/or the contract entered into with the City pursuant thereto, the City shall thereupon have the right to terminate the work and/or services then remaining to be performed by giving written notice to the Bidders of such termination, which shall become effective upon receipt by the Bidders of the written termination notice. In that event, the City shall compensate the successful Bidders in accordance with the term of the contract for all work and/or services satisfactorily performed by the Bidders prior to termination, net of any costs incurred by the City as a consequence of Page 6 of 7 1 Formal Solicitations Terms and Conditions — Goods and Services (October 27, 2022) DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 MIAMI BEACH FORMAL SOLICITATIONS TERMS AND CONDITIONS - GOODS & SERVICES (October 27, 2022) the default. Notwithstanding the above, the successful Bidders shall not be relieved of liability to the City for damages sustained by the City by virtue of any breach of the contract by the Bidders, and the City may reasonably withhold payments to the successful Bidders for the purposes of set off until such time as the exact amount of damages due the City from the successful Bidders is determined. The City may, at its discretion, provide reasonable "cure period" for any contractual violation prior to termination of the contract, should the successful Bidders fail to take the corrective action specified in the City's notice of default within the allotted cure period, then the City may proceed to terminate the contract for cause in accordance with this subsection 1.57. 42. TERMINATION FOR CONVENIENCE OF CITY. The City may, for its convenience, terminate the work and/or services then remaining to be performed, at any time, by giving written notice to the successful Bidders of such termination, which shall become effective thirty (30) days following receipt by Bidders of such notice. In that event, all finished or unfinished documents and other materials shall be properly delivered to the City. If the contract is terminated by the City as provided in this subsection, the City shall compensate the successful Bidders in accordance with the terms of the contract for all and without cause and/or any resulting liability to the City, work and/or services actually performed by the successful Bidders, and shall also compensate the Bidders for its reasonable direct costs in assembling and delivering to City all documents. No compensation shall be due to the successful Bidders for any profits that the successful Bidders expected to earn on the balanced of the contract. Such payments shall be the total extent of the City's liability to the successful Bidders upon a termination as provided for in this subsection. 43. TIE BIDS. In accordance with Florida Statues Section 287.087, regarding identical tie bids, preference will be given to Bidders certifying that they have implemented a drug free workplace program. A certification form will be required. In the event of a continued tie between two or more Bidders after consideration of the drug free workplace program, the City's Local Preference and Veteran Preference ordinances will dictate the manner by which a tie is to be resolved. In the event of a continued tie after the Local and Veteran Preference ordinances have been applied or the tie exists between Bidders that are not Local or Veteran, the breaking of the tie shall be at the City Manager's discretion, which will make a recommendation for award to the City Commission. 44. VENUE. Any legal challenges to this Solicitation shall be brought in Miami -Dade County, Florida, and if legal action is necessary, exclusive venue for the enforcement of same shall lie in Miami -Dade County, Florida. The Bidder and the City expressly waive any rights either party may have to a trial by jury of any civil litigation related to or arising out of this Solicitation. 45. CONTRACT EXTENSION. The City, through its City Manager, reserves the right to require the Contractor to extend contract past the stated termination date for a period of up to 120 days in the event that a subsequent contract has not yet been awarded. Additional extensions past the 120 days may occur as needed by the City and as mutually agreed upon by the City and the contractor. 46. AMERICANS WITH DISABILITIES ACT (ADA). Call 305-673-7490 to request material in accessible format, sign language interpreters (five (5) days in advance when possible), or information on access for persons with disabilities. For more information on ADA compliance, please call the Public Works Department, at 305-673- 7000, Extension 2984. 47. TRUTH IN NEGOTIATION CERTIFICATE. Any resulting contract, is issued and governed by section 287.055, Florida statutes shall require a truth in negotiation certificate. Execution of the contract by the consultant shall act as the execution of a Truth -in - Negotiation certificate certifying that the wage rates and costs used to determine the compensation provided for in the contract are accurate, complete, and current as of the date of the contract. The original contract price and any additions thereto shall be adjusted to exclude any significant sums by which the City determines the contract price was increased due to inaccurate, incomplete, or noncurrent wage rates and other factual unit costs. All such contract adjustments shall be made within one (1) year following the end of the contract. Page 7 of 7 1 Formal Solicitations Terms and Conditions — Goods and Services (October 27, 2022) DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 Contract Provisions for Non -Federal Entity Contracts Under Federal Awards The following provisions shall be applicable to the Contract and shall supersede any conflicting provisions contained elsewhere in the Contract. A. BREACHES AND DISPUTE RESOLUTION. For all purchases in excess of the simplified acquisition threshold, currently $150,000, the following provisions shall apply: (1) Disputes and Remedies - Disputes arising in the performance of this Contract which are not resolved by the Contractor and the City's project manager or contractor manager, shall be referred, in writing, to the authorized representative of the City Mayor for a decision. If there is a disagreement among the parties regarding the decision of the City Mayor's representative, then either party may submit any claim, counterclaim, dispute and other matters in question between the City and the Contractor arising out of or relating to this Contract or its breach to a court of competent jurisdiction within The City of Miami Beach. (2) Performance During Dispute - Unless otherwise directed by the City, Contractor shall continue performance under this Contract while matters in dispute are being resolved. (3) Claims for Damages - Should either party to the Contract suffer injury or damage to person or property because of any act or omission of the party or of any of his employees, agents or others for whose acts he is legally liable, a claim for damages therefore shall be made in writing to such other party within a reasonable time after the first observance of such injury of damage. B. TERMINATION FOR CONVENIENCE The City, at its sole discretion, reserves the right to terminate this Contract without cause upon thirty (30) days written notice. Upon receipt of such notice, the Contractor shall not incur any additional costs under this Contract. The City shall be liable only for reasonable costs incurred by the Contractor prior to notice of termination. The City shall be the sole judge of "reasonable costs." C. DEFAULT; REMEDIES; TERMINATION FOR CAUSE The City reserves the right to terminate this Contract, in part or in whole, or place the Contractor on probation, or to avail itself of all other remedies available at law and equity, inclusive injunctive relief and specific performance, in the event the Contractor fails to perform in accordance with the terms and conditions stated herein. Following breach of the Contract by the Contractor, the City shall provide written notice specifying the breach to the Contractor and advising the Contractor that the breach must be cured immediately or this Agreement may be terminated by the City. The City reserves the right to avail itself of any and all remedies available at law or at equity, including claims for damages and injunctive relief. The City further reserves the right to suspend or debar the Contractor in accordance with the appropriate City ordinances, resolutions and/or administrative/implementing orders. The vendor will be notified by letter of the City's intent to terminate if, following the initial notice of breach, the Contractor fails to timely or adequately and to the satisfaction of the City cure said breach. In the event of termination for default, the City may procure the required goods and/or services from any source and use any method deemed in its best interest. All re -procurement costs shall be borne by the terminated Contractor. DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 D. EQUAL EMPLOYMENT OPPORTUNITY (1) In connection with the performance of this Contract, the Contractor shall not discriminate against any employee or applicant for employment because of race, religion, color, sex, age, disability, ancestry, marital status, pregnancy, sexual orientation, veteran's status, or national origin. The Contractor shall take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, religion, color, sex, age, disability, ancestry, marital status, pregnancy, sexual orientation, veteran's status, or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, promotion, demotion or transfer, recruitment or recruitment advertising, layoff or termination, rates of pay or other forms of compensation, and selection for training, including apprenticeships. Contractor further agrees to insert a similar provision in all subcontracts, except subcontracts for standard commercial supplies or raw materials. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by MDC setting forth the provisions of this Equal Opportunity clause. (2) The Contractor shall, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, sexual orientation, gender identity, or national origin. (3) The Contractor will not discharge or in any other manner discriminate against any employee or applicant for employment because such employee or applicant has inquired about, discussed, or disclosed the compensation of the employee or applicant or another employee or applicant. This provision shall not apply to instances in which an employee who has access to the compensation information of other employees or applicants as a part of such employee's essential job functions discloses the compensation of such other employees or applicants to individuals who do not otherwise have access to such information, unless such disclosure is in response to a formal complaint or charge, in furtherance of an investigation, proceeding, hearing, or action, including an investigation conducted by the employer, or is consistent with the Contractor's legal duty to furnish information. (4) The Contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers' representatives of the Contractor's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. (5) The Contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. (6) The Contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. (7) In the event of the Contractor's noncompliance with the Equal Opportunity clauses of this Contract or with any of the said rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole or in part and the Contractor may be declared ineligible for further government contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. (8) The Contractor will include the provisions of this Equal Opportunity clause in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each of Contractor's vendors and subcontractors. The Contractor will take such action with respect to any subcontract or purchase order as the City may direct as a means of enforcing such provisions, including sanctions for noncompliance. DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 E. DAVIS-BACON ACT, AS AMENDED (40 U.S.C. § 3141-3148) and COPELAND "ANTI -KICKBACK" ACT (18 USC § 40 U.S.C. 3145). The Davis -Bacon Act and the Copeland Anti -Kickback Act only apply to the emergency Management Preparedness Grant Program, Homeland Security Grant Program, Nonprofit Security Grant Program, Tribal Homeland Security Grant Program, Port Security Grant Program, and Transit Security Grant Program. They do not apply to other FEMA grant and cooperative agreement programs, including the Public Assistance Program. Accordingly, if applicable to this Contract: (1) All prime construction contracts in excess of $2,000 awarded by non -Federal entities must include a provision for compliance with the Davis -Bacon Act (40 U.S.C. §§ 3141-3144, and 3146-3148) as supplemented by Department of Labor regulations (29 CFR Part 5, "Labor Standards Provisions Applicable to Contracts Covering Federally Financed and Assisted Construction"). a) In accordance with the statute, and if applicable, the Contractor must pay all laborers and mechanics employed or working upon the site of the work, unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by regulations issued by the Secretary of Labor pursuant to 29 CFR part 3), the full amount of wages and bona fide fringe benefits (or cash equivalents thereof) at rates not less than the prevailing wages specified in a wage determination made by the Secretary of Labor. In addition, contractors must be required to pay wages not less than once a week. The City will attach a copy of the current prevailing wage determination issued by the Department of Labor to this form. b) Contributions made or costs reasonably anticipated for bona fide fringe benefits under section 1(b)(2) of the Davis —Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of paragraph (a)(1)(iv) of 29 CFR §5.5; also, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly period. Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, without regard to skill, except as provided in 29 CFR § 5.5(a)(4). c) Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein: Provided, that the employer's payroll records accurately set forth the time spent in each classification in which work is performed. The wage determination (including any additional classification and wage rates conformed under paragraph (a)(1)(ii) of 29 CFR § 5.5) and the Davis —Bacon poster (WH-1321) shall be posted at all times by the Contractor and its subcontractors at the site of the work in a prominent and accessible place where it can be easily seen by the workers. (2) The Contractor shall comply with 18 U.S.C. § 874, 40 U.S.C. § 3145, and the requirements of 29 C.F.R. pt. 3 as may be applicable, which are incorporated by reference into this Contract. Contractors and Subcontractors are prohibited from inducing, by any means, any person employed in the construction, completion, or repair of public work, to give up any part of the compensation to which he or she is otherwise entitled. The Contractor or subcontractor shall insert in any subcontracts the clause in these subparagraphs (G)(1) and (2), and also a clause requiring the subcontractors to include this clause in any lower tier subcontracts. The Contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with this clause. A breach of this clause may be grounds for termination of the Contract, and for debarment as a contractor and subcontractor as provided in 29 C.F.R. § 5.12. DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 F. CONTRACT WORK HOURS AND SAFETY STANDARDS ACT OF 1962, 40 U.S.C. §§ 3702 AND 3704. If applicable, the Contractor and all of its subcontractors shall comply with the Contract Work Hours and Safety Standards Act of 1962, 40 U.S.C. §§ 3702 and 3704, requiring that mechanics and laborers (including watchmen and guards) employed on federally assisted contracts be paid wages of not less than one and one-half times their basic wage rates for all hours worked in excess of forty hours in a workweek. In the event of any violation of the preceding clause, the Contractor and any subcontractor responsible therefor shall be liable for the unpaid wages. In addition, the Contractor and subcontractor shall be liable to the City for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth herein, in the sum of $10 for each calendar day on which such individual was required or permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required. The City shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contractor, or any other federally -assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided herein. The Contractor or subcontractor shall insert in any subcontracts this clause set forth in subsection (F) herein also a clause requiring the subcontractors to include this clause in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in herein. G. RIGHTS TO INVENTIONS MADE UNDER A CONTRACT OR AWARD. If the Federal award meets the definition of "funding agreement" under 37 CFR § 401.2 (a) and the City wishes to enter into a contract with a small business firm or nonprofit organization regarding the substitution of parties, assignment or performance of experimental, developmental, or research work under that "funding agreement," the City must comply with the requirements of 37 CFR Part 401, "Rights to Inventions Made by Nonprofit Organizations and Small Business Firms Under Government Grants, Contracts and Cooperative Agreements," and any implementing regulations issued by the awarding agency. H. THE CLEAN AIR ACT OF 1955, as amended, 42 U.S.C. §§7401-7671q and the FEDERAL WATER POLLUTION CONTROL ACT, as amended, 33 U.S.C. §§ 1251- 1387. (1) The Contractor agrees to comply with all applicable standards, orders or regulations issued pursuant to the Clean Air Act, as amended, 42 U.S.C. § 7401 et seq. and issued pursuant to the Federal Water Pollution Control Act, as amended, 33 USC §1251 et. seq. (2) The Contractor agrees to report each violation to the City and understands and agrees that the City will, in turn, report each violation as required to assure notification to the City, Federal Emergency Management Agency, and the appropriate Environmental Protection Agency Regional Office. (3) The Contractor agrees to include these requirements in each subcontract exceeding $150,000 financed in whole or in part with Federal assistance provided by FEMA. I. ENERGY CONSERVATION. Contractor agrees to comply with mandatory standards and policies relating to energy efficiency which are contained in the State energy conservation plan issued in compliance with the Energy Policy and Conservation Act (42 U.S.C. Section 6321 et seq.) and (42 U.S.C. 6201). DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 J. CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY AND VOLUNTARY EXCLUSION. (1) This Contract is a covered transaction for purposes of 2 C.F.R. pt. 180 and 2 C.F.R. pt. 3000. As such the Contractor is required to verify that none of the Contractor, its principals (defined at 2 C.F.R. § 180.995), or its affiliates (defined at 2 C.F.R. § 180.905) are excluded (defined at 2 C.F.R. § 180.940) or disqualified (defined at 2 C.F.R. § 180.935). The Contractor must comply with 2 C.F.R. pt. 180, subpart C and 2 C.F.R. pt. 3000, subpart C and must include a requirement to comply with these regulations in any lower tier covered transaction it enters into. This certification is a material representation of fact relied upon by the City. If it is later determined that the Contractor did not comply with 2 C.F.R. pt. 180, subpart C and 2 C.F.R. pt. 3000, subpart C, in addition to remedies available to the City, the Federal Government may pursue available remedies, including but not limited to suspension and/or debarment. The Contractor agrees to comply with the requirements of 2 C.F.R. pt. 180, subpart C and 2 C.F.R. pt. 3000, subpart C and shall include a provision requiring such compliance in its lower tier covered transactions. (2) By signing and submitting this form, the Contractor shall also execute and provide the City with, and require all lower tiered contractors to also execute, the certification set out in "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion Lower tier Covered Transaction" attached hereto. The Contractor shall require all lower tier participants to agree that they: a. shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized in writing by the City; and ii. they will include this clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion", and the certification form, without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions. The Contractor may rely upon a certification of a prospective participant in a lower tier covered transaction that it is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. The Contractor may decide the method and frequency by which it determines the eligibility of its principals. The Contractor may, but is not required to check the Non -procurement List issued by U.S. General Service Administration. Nothing contained in the foregoing shall be construed to require establishment of system of records in order to render in good faith the certification required by this clause. The knowledge and information of the Contractor and any other participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. If the Contractor or any other lower tier participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to all remedies available to the Federal Government, the City may pursue available remedies including suspension and/or debarment. K. BYRD ANTI -LOBBYING CERTIFICATION AND DISCLOSURE STATEMENTS. Contractors who apply or bid for or have received an award of $100,000 or more shall file the required certification. Each tier certifies to the tier above that it will not and has not used Federal appropriated funds to pay any person or organization for influencing or attempting to influence an officer or employee of any agency, a member of Congress, officer or employee of Congress, or an employee of a member of Congress in connection with obtaining any Federal contract, grant, or any other award covered by 31 U.S.C. § 1352. Each tier shall also disclose any lobbying with non -Federal funds that takes place in connection with obtaining any Federal award. Such disclosures are forwarded from tier to tier up to the recipient. DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 L. RECYCLED PRODUCTS/RECOVERED MATERIALS The Contractor agrees to comply with all the requirements of Section 6002 of the Solid Waste Disposal Act, as amended by the Resource Conservation and Recovery Act (42 U.S.C. § 6962), including but not limited to, the regulatory provisions of 40 CFR Part 247, and Executive Order 12873, as they apply to the procurement of the items designated in Subpart B of 40 CFR Part 247.All goods and/or services to be purchased as a result of any award under this Contract shall be in accordance with all applicable governmental standards, including, but not limited to those issued by the Occupation Safety and Health Administration (OSHA), the National Institute of Safety Hazards (NIOSH), and the National Fire Protection Association (NFPA). It shall be the responsibility of the Contractor and vendors to be regularly informed to conform to any changes in standards issued by any regulatory agencies that govern the commodities or services applicable to this solicitation, during the term of any contract resulting from this solicitation. In the performance of this Contract, the Contractor shall make maximum use of products containing recovered materials that are EPA- designated items unless the product cannot be acquired: (1) Competitively within a timeframe providing for compliance with the contract performance schedule; (2) Meeting Contract performance requirements; or (3) At a reasonable price. Information about this requirement, along with the list of EPA -designated items, is available at EPA's Comprehensive Procurement Guidelines web site, https://www.epa.gov/smm/regulatory- background- comprehensive-procurement-guideline-program-cpg. M. CONTRACTING WITH SMALL AND MINORITY BUSINESS, WOMEN'S BUSINESS ENTERPRISES, AND LABOR SURPLUS AREA FIRMS, C.F.R. § 200.321(G). Pursuant to C.F.R. 200.321 (g), the City will take all necessary affirmative steps to assure that minority businesses, women's business enterprises, and labor surplus area firms are used when possible. Affirmative steps must include: (1) Placing qualified small and minority businesses and women's business enterprises on solicitation lists; (2) Assuring that small and minority businesses, and women's business enterprises are solicited whenever they are potential sources; (3) Dividing total requirements, when economically feasible, into smaller tasks or quantities to permit maximum participation by small and minority businesses, and women's business enterprises; (4) Establishing delivery schedules, where the requirement permits, which encourage participation by small and minority businesses, and women's business enterprises; (5) Using the services and assistance, as appropriate, of such organizations as the Small Business Administration and the Minority Business Development Agency of the Department of Commerce; an (6) Requiring the prime contractor, if subcontracts are to be let, to take the affirmative steps listed in paragraphs (1) through (5) above. N. ACCESS TO RECORDS. In addition to the provisions contained in the Contract, the following access to records requirements apply to this Contract: (1) The Contractor agrees to provide the City, the FEMA Administrator, the Comptroller General of the United States, or any of their authorized representatives access to any books, documents, papers, and records of the Contractor which are directly pertinent to this Contract for the purposes of making audits, examinations, excerpts, and transcriptions. (2) The Contractor agrees to permit any of the foregoing parties to reproduce by any means whatsoever or to copy excerpts and transcriptions as reasonably needed. (3) The Contractor agrees to provide the FEMA Administrator or his authorized representatives access to construction or other work sites pertaining to the work being completed under the Contract. DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 O. PROGRAM FRAUD AND FALSE OF FRAUDULENT STATEMENTS OF RELATED ACTS. The Contractor hereby acknowledges that 31 U.S.C. Chap. 38 (Administrative Remedies for False Claims and Statements) applies to the Contractor's actions pertaining to the Contract. P. DHS SEAL, LOGO, AND FLAGS. The Contractor shall not use the DHS seal(s), logos, crests, or reproductions of flags or likenesses of DHS agency officials without specific FEMA pre -approval. Q. COMPLIANCE WITH FEDERAL LAW, REGULATIONS, AND EXECUTIVE ORDERS. This is an acknowledgement that FEMA financial assistance may be used to fund all or a portion of the Contract. The Contractor will comply with all applicable Federal law, regulations, executive orders, FEMA policies, procedures, and directives. R. NO OBLIGATION BY FEDERAL GOVERNMENT The Federal Government is not a party to this Contract and is not subject to any obligations or liabilities to the non -Federal entity, Contractor, or any other party pertaining to any matter resulting from the Contract. S. CHANGES The Contract may be modified by mutual consent, in writing through the issuance of a modification to the Contract. T. INDEMNIFICATION For any work performed on Federally funded projects, the Contractor agrees to indemnify and hold harmless the Federal Government, its employees and/or contractors, the County, its employees and/or contractors, and the City and its employees and/or contractors from liability to third parties for claims asserted under the contract. U. E-VERIFY. The Contractor shall utilize the U.S. Department of Homeland Security's E-Verify system to verify the employment eligibility of all new employees hired by the Contractor during the term of the Contract and shall expressly require any subcontractors performing work or providing services pursuant to the Contract to likewise utilize the U.S. Department of Homeland Security's E-Verify system to verify the employment eligibility of all new employees hired by the subcontractor during the Contract term. DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 ATTACHMENT B ADDENDA AND ITB SOLICITATION DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 MIA/01BEACH PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3rd Floor Miami Beach, Florida 33139 www.miamibeachfl.gov ADDENDUM NO.4 INVITATION TO BID NO. 2023-341-DF 73rd STREET BRIDGE REPAIRS June 28, 2023 This Addendum to the above -referenced ITB is issued in response to questions from prospective bidders, or other clarifications and revisions issued by the City. The ITB is amended in the following particulars only (deletions are shown by strikethrough and additions are underlined). ITB DUE DATE AND TIME. The deadline for the electronic receipt of bids is extended until 3:00 p.m., on Friday, July 7 2023. All bids received and time stamped through PericopeS2G, prior to the bid submittal deadline shall be accepted as timely submitted. Bids will be opened promptly at the time and date specified. Hard copy bids or bids received electronically, either through email or facsimile, submitted prior to or after the deadline for receipt of bids are not acceptable and will be rejected. Late bids cannot be submitted, bidders are cautioned to plan sufficiently. The City will in no way be responsible for delays caused by technical difficulty or caused by any other occurrence. II. ATTACHMENT(S) • Attachment A - Revised Appendix C - Schedule of Values • Attachment B - Revised Sheet 3 - Drawing S1-01 III. REVISION: DELETE Appendix C - Schedule of Values of the ITB in its entirety and REPLACE with Attachment A - Revised Appendix C - Schedule of Values. IV. REVISION: DELETE Drawing S1-01 on Sheet 3 of Appendix G Plans in its entirety and REPLACE with Attachment B — Revised: Sheet 3 - Drawing S1-01. All other sheets from original Appendix G shall apply. V. RESPONSES TO QUESTIONS RECEIVED: Q1: Has a laydown/staging area been established? Al: A potential staging area in 7270 Dickens Avenue, Miami Beach, FL 33141 may be requested and is subject to prior approval from the Parking Department. Ultimately, the awarded bidder is responsible for finding a staging area and acquiring all necessary permissions. If this site is used for staging, it must be restored to its original condition at substantial completion of the project and should include: • Restoration of damaged asphalt pavement and any damaged striping which occurred as a result of the contractor's activity within the dedicated lane closure, if applicable. • Alleviation of all soil compaction, if applicable. • Repair of all irrigation breaks (main line, lateral lines, heads, etc), if applicable. ADDENDUM NO.4 INVITATION TO BID NO 2023-341-DF 73RD STREET BRIDGE REPAIRS DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 MIAMIBEACH PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3,d Floor Miami Beach, Florida 33139 www.miamibeachfl.gov • Replacement of damaged sod (St. Augustine), if applicable. • Replacement of any damaged shrubbery (Florida Grade #1, size to be determined by Greenspace staff), if applicable. • Installation of a tree protection barrier to protect any existing trees/palms, if applicable. • Trees and plantings are not allowed to be replaced, if applicable. • Additional permits may be required from the Urban Forestry Division, if applicable. Q2: 70 days for MOT and Equipment, but there are 165 days listed for project length. Why the discrepancy? A2: A) Refer to Attachment A - Revised Appendix C - Schedule of Values. B) Depending on the construction sequence and accounting for delays due to weather and other factors, it was estimated that the total construction should take at most 165 days. The 165 days include days required for material procurement, days to perform the work, etc. The contractor will not need the MOT or the barge over the entire 2.5 months. The schedule for the MOT (70 days) and Barge (2.5 months) is not intended to be consecutive time frames. The contractor will need some MOT and the barge simultaneously to perform the work underneath the bridge. The remaining MOT will be for work on top of the bridge. Like the barge, the contractor will only keep the barge for as long as they need it and when needed. 03: What are Project Information Signs? A3: No longer needed for this project. Refer to Attachment A. Q4: Is the lot northwest of the bridge available for staging? A4: Refer to Q1 response. Q5: Here are my concerns, thoughts and notes: 1. Page BX-5: In the PAY ITEM NOTES. It is true that the FDOT has Acrow 300 series bridging in the Oviedo, FL yard. There is not an Orlando, FL yard. 2. Page BX-14: This page shows a profile for the temporary bridge in the bottom left corner. The Acrow 300 series cannot provide the profile shown with a 1.0% grade on the one approach and the -1.37% grade on the other side with a break at the middle of the bridge. This series bridge does not allow this with the design as shown in the plans. Two piers would have to be installed at the location where the bridge breaks to allow for two sets of bearings of the ends of the two spans at this location. The FDOT owns Acrow 700XS bridging that would allow this, but it would have to be a 24' wide roadway. I have attached the FDOT 300 Series design standards for the Acrow 300 series bridge. As you can see, they only have the components to supply a 24' wide roadway bridge. ADDENDUM NO.4 INVITATION TO BID NO. 2023-341-DF 73RD STREET BRIDGE REPAIRS DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 MIAMIBEACH PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3,d Floor Miami Beach, Florida 33139 www rniamibeachfl.gov 3. Page BX-33: The design shown if for a bridge that the FDOT cannot supply. Please refer to the FDOT 300 Series design standards attached. The designer shows a single bridge intermediate pier design for a 20' wide bridge with two 10' lanes. Once again, the FDOT does not have this in their inventory. 4. Page BX-38: Once again, the FDOT does not have 20' wide roadway bridging in inventory. Once again, the FDOT only owns 24' wide Acrow 300 series bridging. IF the 24' Acrow 300 series that FDOT owns was used, you could use two 50' spans, not four 25' spans. However, this is only if there was no vertical curve or change of grade in the bridge as shown in the bottom left corner on page BX-14. Also, I imagine that "top -down" construction is being considered to install this bridge. Acrow advises against this and I believe that FDOT now longer allows top -down construction to install their 300 series bridging. FYI - no top -down construction is allowed to install the Acrow 700XS series either. 5. Page BX-38: The design for the sidewalk as shown requires additional substructure. If you would consider using the Acrow 700XS series 24' wide bridging the state owns, there is a sidewalk system that can be rented from Acrow that is cantilevered from one side of the bridge requiring no additional substructure. I have attached a drawing showing how the system is attached to and cantilevered from one, or both sides of the bridge. A5: Our overall bridge plans contain two (2) parts. Part 1 is the bridge repair plans (the G and S Sheets) and 2nd Part is the existing bridge plans (the BX-Sheets). The BX-sheets are for information and reference only, as indicated in the Index of Drawings. The questions are referencing information shown in existing bridge plans. The first seven (7) sheets of the overall plans can be used to develop means and methods. Any questions regarding this Addendum should be submitted in writing to the Procurement Department to the attention of the individual named below, with a copy to the City Clerk's Office at RafaelGranado@miamibeachfl.gov Contact: Telephone: Email: Danny Flores 305-673-7000 ext.26652 DannyFlores@miamibeachfl.gov Proposers are reminded to acknowledge receipt of this addendum as part of your ITB submission. S' rely, Kri Bada Procurement Contracting Manager ADDENDUM NO.4 INVITATION TO BID No. 2023-341-DF 73RD STREET BRIDGE REPAIRS DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 MIAMIBEACH PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3rd Floor Miami Beach, Florida 33139 www.miamibeachfl.gov ADDENDUM NO. 3 INVITATION TO BID NO. 2023-341-DF 73rd STREET BRIDGE REPAIRS June 26, 2023 This Addendum to the above -referenced ITB is issued in response to questions from prospective bidders, or other clarifications and revisions issued by the City. The ITB is amended in the following particulars only (deletions are shown by strikethrough and additions are underlined). REVISION: ITB DUE DATE AND TIME. The deadline for the electronic receipt of bids is extended until 3:00 p.m., on Wednesday, July 5, 2023. Join on your computer, mobile app or room device Click hereto join_the meeting Meeting ID: 290 846 409 605 Passcode: mWjoCg Download Teams I Join on the web Or call in (audio only) Phone Number: +1 786-636-1480 Phone Conference ID: 123 854 236, then # All bids received and time stamped through PericopeS2G, prior to the bid submittal deadline shall be accepted as timely submitted. Bids will be opened promptly at the time and date specified. Hard copy bids or bids received electronically, either through email or facsimile, submitted prior to or after the deadline for receipt of bids are not acceptable and will be rejected. Late bids cannot be submitted, bidders are cautioned to plan sufficiently. The City will in no way be responsible for delays caused by technical difficulty or caused by any other occurrence. Any questions regarding this Addendum should be submitted in writing to the Procurement Management Department to the attention of the individual named below, with a copy to the City Clerk's Office at RafaelGranado@miamibeachfl.gov Contact: Telephone: Email: Danny Flores 305-673-7000 ext.26652 Dann Flores@miamibeachfl.gov 1 1 ADDENDUM NO.3 INVITATION TO BID NO 2023-341-DF 73rd STREET BRIDGE REPAIRS DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 MIAMIBEACH PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3m Floor Miami Beach, Florida 33139 www.miamibeachfl.gov Proposers are reminded to acknowledge receipt of this addendum as part of your ITB submission. Sincerely, Natalia Delgado Procurement Contracting Officer III ADDENDUM NO.3 INVITATION TO BID NO.2023-341-DF 73rd STREET BRIDGE REPAIRS DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 MIAMIBEACH PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3rd Floor Miami Beach, Florida 33139 www.miamibeachfl.gov ADDENDUM NO. 2 INVITATION TO BID NO. 2023-341-DF 73rd STREET BRIDGE REPAIRS June 15, 2023 This Addendum to the above -referenced ITB is issued in response to questions from prospective bidders, or other clarifications and revisions issued by the City. The ITB is amended in the following particulars only (deletions are shown by strikethrough and additions are underlined). REVISION: ITB DUE DATE AND TIME. The deadline for the electronic receipt of bids is extended until 3:00 p.m., on Wednesday, June 28, 2023. Join on your computer, mobile app or room device Click hereto ioin_the me tmc; Meeting ID: 290 846 409 605 Passcode: mWjoCg Download Teams I Join on the web Or call in (audio only) Phone Number: +1 786-636-1480 Phone Conference ID: 123 854 236, then # All bids received and time stamped through PericopeS2G, prior to the bid submittal deadline shall be accepted as timely submitted. Bids will be opened promptly at the time and date specified. Hard copy bids or bids received electronically, either through email or facsimile, submitted prior to or after the deadline for receipt of bids are not acceptable and will be rejected. Late bids cannot be submitted, bidders are cautioned to plan sufficiently. The City will in no way be responsible for delays caused by technical difficulty or caused by any other occurrence. Any questions regarding this Addendum should be submitted in writing to the Procurement Management Department to the attention of the individual named below, with a copy to the City Clerk's Office at RafaelGranado@miamibeachfl.gov Contact: Telephone: Email. - Danny Flores 305-673-7000 ext.26652 DannyFlores@miamibeachfl.gov 1 ADDENDUM NO.2 INVITATION TO BID NO.2023-341-DF 73rd STREET BRIDGE REPAIRS DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 MIAMIBEACH PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3rd Floor Miami Beach, Florida 33139 www.miamibeachfl.gov Proposers are reminded to acknowledge receipt of this addendum as part of your ITB submission. Sincerely, Natalia Delgado Procurement Contracting Officer III ADDENDUM NO.2 INVITATION TO BID NO.2023-341-DF 73r, STREET BRIDGE REPAIRS DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 MIAMIBEACH PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 31d Floor Miami Beach, Florida 33139 www.miamibeachfl.gov ADDENDUM NO. 1 INVITATION TO BID NO. 2023-341-DF 73rd STREET BRIDGE REPAIRS June 5, 2023 This Addendum to the above -referenced ITB is issued in response to questions from prospective bidders, or other clarifications and revisions issued by the City. The ITB is amended in the following particulars only (deletions are shown by strikethrough and additions are underlined). REVISION: ITB DUE DATE AND TIME. The deadline for the electronic receipt of bids is extended until 3:00 p.m., on Friday, June 16, 2023. Join on your computer, mobile app or room device Click here to ioin the meeting Meeting ID: 290 846 409 605 Passcode: mWjoCg Download Teams I Join on the web Or call in (audio only) Phone Number: +1 786-636-1480 Phone Conference ID: 123 854 236, then # All bids received and time stamped through Per1copeS2G, prior to the bid submittal deadline shall be accepted as timely submitted. Bids will be opened promptly at the time and date specified. Hard copy bids or bids received electronically, either through email or facsimile, submitted prior to or after the deadline for receipt of bids are not acceptable and will be rejected. Late bids cannot be submitted, bidders are cautioned to plan sufficiently. The City will in no way be responsible for delays caused by technical difficulty or caused by any other occurrence. Any questions regarding this Addendum should be submitted in writing to the Procurement Management Department to the attention of the individual named below, with a copy to the City Clerk's Office at RafaelGranado@miamibeachfl.gov Contact: Telephone: Email: Danny Flores 305-673-7000 ext.26652 DannyFiores@miamibeachfl.gov ....... ....:.... ADDENDUM NO.1 INVITATION TO BID No. 2023-341-DF 73rd STREET BRIDGE REPAIRS DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 MIAMIBEACH PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3rd Floor Miami Beach, Florida 33139 www.miamibeachfl.gov Proposers are reminded to acknowledge receipt of this addendum as part of your ITB submission. Sincerely, Natalia Delgado Procurement Contracting Officer III ADDENDUM NO.1 INVITATION TO BID NO.2023-341-DF 73,1 STREET BRIDGE REPAIRS DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 ITB SUMMARY The purpose of this ITB Summary is to summarize the major terms, conditions and requirements of the ITB. Bidders shall note that various paragraphs within these bid documents have a box (❑ ) which may be checked (❑x ). If the box is checked, the language is made a part of the bid documents and compliance therewith is required of the Bidder; if the box is not checked, the language is not made a part of the bid documents. It is the Bidder's responsibility to become familiar with all terms, conditions and requirements of the ITB, whether or not included in the ITB Summary. Further, it is the Bidder's responsibility to make note of and account for any revisions to any portion of the ITB Summary that may result from an addendum to the ITB. ITB Information & General Requirements ITB No.: 2023-341-DF ITB Title: 73RD STREET BRIDGE REPAIRS Date of Issuance: May 5, 2023 Project Description & The 73rd Street Bridge is located between Dickens avenue and Wayne Scope of Work: avenue within the Biscayne Point neighborhood. According to the Florida Department of Transportation (FDOT) Bridge Inspection Reports from April 30, 2016, to April 7, 2020, this bridge has consistently received a sufficiency rating of 61. Since the rating is below FDOT recommended minimum threshold of 70, improvements are proposed to bring the bridge into compliance. This project will include enhancements to the bridge's substructure and superstructure. Elements of the bridge affected by the repairs are identified in the plans and specifications found in Appendix G. Some of the main construction activities include concrete repairs (cracks, spalls, etc.), expansion joint replacement, vegetation removal, traffic railing cleaning and recoating, exposed rebar removal, and pile jacket installation. Regulatory agencies' permits and exemptions acquired: Miami -Dade County DRER: Class I Construction Permit; US Army Corps of Engineers: No permit required correspondence; CMB Building Department: No permit required letter; FDEP: No exemption required correspondence; and SFWMD: ERP Exemption Letter. Approvals to be obtained by Contractor: US Coast Guard: Construction Navigation Clearance, and Miami -Dade County DRER: Class I Construction Permit — Notice of Commencement of Construction. Additional specifications can be found in Appendix G. Project Site: 73rd Street between Dickens Avenue and Wayne Avenue (25°51'29.6"N 80°07'33.0"W) Miami Beach, Florida 33141 Estimated Budget: $378,000.00 i Name: Danny Flores Procurement Contact: Telephone: 305-673-7000 ext. 26652 Email: dann flores miamibeachfl. ov DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 Cone of Silence: Bidders are hereby advised that, pursuant to Section 2-486 of the City Code, this solicitation is under the Cone of Silence law. Communications regarding this solicitation are to be submitted in writing to the Procurement Contact named herein with a copy to the City Clerk at rafaelgranado(o)miamibeachfl.gov. Reference: Section 0400, Solicitation Terms and Conditions Important Dates Due Date & Time for Bid The deadline for submittal of bids is 3:00 PM, on June 9, 2023 Submittal: Due date may be modified by Join on your computer, mobile app or room device addendum to the ITB. It is important Click here to join the meeting that Bidder download all addenda. Meeting ID: 290 846 409 605 Passcode: mWjoCg Download Teams I Join on the web Pre -Bid Conference: ® Pre -Bid Conference will be held. ❑ Pre -Bid Conference is Mandatory. ❑ A Pre -Bid Conference will not be held. Site Visit: ® Site Visit will be held. ❑ Site Visit is Mandatory. ❑ Site Visit will not be held. Or call in (audio only) Phone Number: +1 786-636-1480 Phone Conference ID: 123 854 236, then # Bidders are cautioned that late bids can not be submitted. Bidders are fully I responsible for assuring that bids are received by the deadline. Date: May 16, 2023 Time: 2:30 PM ET Location: via Microsoft Teams Join on your computer, mobile app or room device Click here to join the meeting Meeting ID: 295 968 313 58 Passcode: xjVyWm Download Teams I Join on the web Or call in (audio only) Phone Number: +1 786-636-1480 Phone Conference ID: 422 429 149, Then # Reference: Section 0100, Sub -section 6, Pre -Bid Interpretations. Date: May 16, 2023 Time: 11:00 AM ET Location: 73rd Street between Dickens Avenue and Wayne Avenue Miami Beach, FL 33139 GPS Coordinates: (25°51'29.6"N 80°07'33.0"W) DocuSign Envelope IDD3C467A5-4625-4A6E-B395-6C583EDC7CF8 Last Day for Receipt of May 26, 2023 by 5:00 PM ET Questions: Questions will be allowed up to 10 days before the initial deadline for submittal of Bids. Questions must be directed to dannyflores(cDmiamibeachfl.gov with a copy to the City Clerk rafaelgranado(o)miamibeachfl.gov. Reference: Section 0100, Sub -section 6, Pre -Bid Interpretations. Project Specific Information & Requirements Minimum Requirements: Bids from bidders that do not meet the following Minimum Requirements shall be deemed non -responsive and shall not be considered. ® Shall apply. 1. Licensing Requirements. Bidder shall be State of Florida Certified ❑ Shall not apply. General Contractor OR Miami Dade County Licensed General Contractor to be considered for award. Submittal Requirement: Provide copy of license. 2. Previous Experience of Bidder (Firm or its principals). Bidder or its principals must have been awarded a minimum of three (3) projects of similar scope and budget within the last five (5) years, two (2) of which must be completed, and the third may be ongoing. A project of similar scope and budget shall be defined as the construction and repair of concrete bridges with a hard construction cost of at least $378,000. Submittal Requirement for each Project: 1) Name of Bidder or Principal, 2) Project Owner Name, 3) Contact Name, Telephone & Email, 4) Project Address, 5) Narrative on Scope of Services Provided, 6) Contract amount (bridge construction or repair components), 7) Construction start and completion dates. Previous Experience of Bidder (Firm) Lead Proiect Manaoer. Bidder's Lead Project Manager must have managed at least two (2) projects of similar scope and budget within the last three (3) years. A project of the similar scope and budget shall be defined as the construction or repair of concrete bridges with a hard construction cost of at least $378,000. Submittal Requirement for each project: 1) Name of proposed Lead Project Manager 2) Contact Name, Telephone & Email, 3) Project Address, 4) Narrative on Scope of Services Provided, 5) Contract amount (bridge construction or repair components), 6) Construction start and completion dates, 7) Resume highlighting years of experience managing construction and repairs of concrete bridges, and qualifying projects with items 1-6 included. 4. Previous Experience of Bidder (Firm) Superintendent. Bidder's Superintendent must have managed at least two (2) projects of similar scope and budget within the last three (3) years. A project of the similar scope and budqet shall be defined construction or DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 repair of concrete bridges with a hard construction cost of at least $350,000. Submittal Requirement for each project: 1) Name of proposed Superintendent 2) Contact Name, Telephone & Email, 3) Project Address, 4) Narrative on Scope of Services Provided, 5) Contract amount (bridge construction or repair components), 6) construction start and completion dates, 7) Resume highlighting years of experience managing construction and repairs of concrete bridges, and qualifying projects with items 1-6 included. Reference: Section 0200. Bid Bond Requirements: If the requirement applies, the original bid bond must be mailed or delivered to the address below by the deadline for submittal of bids in the ® Shall apply. amount of 5% of the total base bid amount, payable to City of Miami Beach, Florida. ❑ Shall not apply. Failure to submit the original bid bond to the address below by the deadline for submittal of bids shall result in the bid being deemed non -responsive. City of Miami Beach Procurement Department 1755 Meridian Avenue, 3rd Floor Miami Beach, 33139 Reference: Appendix B Bid Bond Form Section 0100, Sub -section 8, Bid Bond. Davis -Bacon Wage Rates: If the requirement applies, Bidder agrees it, and its sub -contractors, shall pay laborers and mechanics employed under the contract no less than the ❑ Shall apply. prevailing wage rate and fringe benefit payments to be used in implementation of this article shall be those last published by the United ® Shall not apply. States Department of Labor in the Federal Register prior to the date of issuance of the ITB. Insurance: TYPE 8 — CONSTRUCTION - SMALL (INSTALLATION FLOATER) ® Shall apply. INSURANCE REQUIREMENTS ❑ Shall not apply. The vendor shall maintain the below required insurance in effect prior to awarding the contract and for the duration of the contract. The maintenance of proper insurance coverage is a material element of the contract and failure to maintain or renew coverage may be treated as a material breach of the contract, which could result in withholding of payments or termination of the contract. A. Workers' Compensation Insurance for all employees of the Contractor as required by Florida Statute Chapter 440 and Employer Liability Insurance with a limit of no less than $1,000,000 per accident for bodily injury or disease. Should the Contractor be exempt from this Statute, the Contractor and each employee shall hold the City harmless from an DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 injury incurred during performance of the Contract. The exempt contractor shall also submit (i) a written statement detailing the number of employees and that they are not required to carry Workers' Compensation insurance and do not anticipate hiring any additional employees during the term of this contract or (ii) a copy of a Certificate of Exemption. B. Commercial General Liability Insurance on an occurrence basis, including products and completed operations, property damage, bodily injury and personal & advertising injury with limits no less than $1,000,000 per occurrence, and $2,000,000 general aggregate. C. Automobile Liability Insurance covering any automobile, if vendor has no owned automobiles, then coverage for hired and non -owned automobiles, with limit no less than $1,000,000 combined per accident for bodily injury and property damage. D. Contractors' Pollution Legal Liability (if project involves environmental hazards), with limits no less than $1,000,000 per occurrence or claim, and $2,000,000 policy aggregate. E. Builders Risk Insurance utilizing an "All Risk" coverage form, with limits equal to the completed value of the project and no coinsurance penalty. (City of Miami Beach shall be named as a Loss Payee on this policy, as its interest may appear. This policy shall remain in force until acceptance of the project by the City.) Additional Insured - City of Miami Beach must be included by endorsement as an additional insured with respect to all liability policies (except Professional Liability and Workers' Compensation) arising out of work or operations performed on behalf of the contractor including materials, parts, or equipment furnished in connection with such work or operations and automobiles owned, leased, hired or borrowed in the form of an endorsement to the contractor's insurance. Notice of Cancellation - Each insurance policy required above shall provide that coverage shall not be cancelled, except with notice to the City of Miami Beach c/o EXIGIS Insurance Compliance Services. Waiver of Subrogation — Vendor agrees to obtain any endorsement that may be necessary to affect the waiver of subrogation on the coverages required. However, this provision applies regardless of whether the City has received a waiver of subrogation endorsement from the insurer. Acceptability of Insurers — Insurance must be placed with insurers with a current A.M. Best rating of A:VII or higher. If not rated, exceptions may be made for members of the Florida Insurance Funds (i.e. FWCIGA, DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 FAJUA). Carriers may also be considered if they are licensed and authorized to do insurance business in the State of Florida. Verification of Coverage — Contractor shall furnish the City with original certificates and amendatory endorsements, or copies of the applicable insurance language, effecting coverage required by this contract. All certificates and endorsements are to be received and approved by the City before work commences. However, failure to obtain the required documents prior to the work beginning shall not waive the Contractor's obligation to provide them. The City reserves the right to require complete, certified copies of all required insurance policies, including endorsements, required by these specifications, at any time. CERTIFICATE HOLDER MUST READ: CITY OF MIAMI BEACH c/o EXIGIS Insurance Compliance Services P.O. Box 4668 — ECM #35050 New York, NY 10163-4668 Kindly submit all certificates of insurance, endorsements, exemption letters to our servicing agent, EXIGIS, at: Certificates-miamibeach Co)riskworks.com Special Risks or Circumstances - The City of Miami Beach reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other special circumstances. Compliance with the foregoing requirements shall not relieve the vendor of his liability and obligation under this section or under any other section of this agreement. Contract Price: As indicated, contract pricing shall be based on lump sum or unit pricing in accordance with Section 0400, Terms and Conditions of the Contract. ® Lump sum pricing shall Award shall be made in accordance with Section 0100, Instructions to apply. Bidders subsection 10, Method of Award. ❑ Unit pricing . Alternates: In determining lowest bid, the City may consider the total base bid cost or the cost of the total base bid plus any selected alternates (as applicable). ❑ Included. The consideration of any bid alternate (if applicable) shall be solely at the City's discretion. If applicable, bid alternates will be detailed in the Bid Price ® Not Included. Form, Appendix A. Determination of award (including whether bid alternates will be included in the award) shall be made in accordance with Section 0100, Instructions to Bidders subsection 10, Method of Award. DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 Contract Time & Schedule: Days for Substantial Completion: 145 days Days for Final Completion: 20 days Project Scheduling Software Required. - Bar Chart ❑ Computerized CPM using Primavera "P6" software ❑ Modified CPM ® Microsoft Project Reference: Section 0400, Terms and Conditions of the Contract. Liquidated Damages: 1. Failure to achieve Substantial Completion: 605/da 2. Failure to achieve Final Completion: 605/da ® Shall apply. ❑ Shall not apply. Reference: Section 0400, Terms and Conditions of the Contract. Local Workforce If the requirement applies, the Bidder agrees it, and its subcontractors, Participation: shall make its good -faith, reasonable efforts to promote employment opportunities for Miami -Dade County residents by seeking to achieve a ❑ Shall apply. project goal of having thirty percent (30%) of all construction labor hours performed by Miami -Dade County residents. The contractor shall also ® Shall not apply. make its best reasonable efforts to promote employment opportunities for Miami Beach residents. Refer to Section 0100, Sub -section 9, Prevailing Wage Rates & Local Workforce Participation and City Code Sec. 31-40. - Local workforce participation goals and reporting requirements for city construction contracts. Minimum % of Self -Work Minimum % of the Work Contractor self -perform with its own forces: 80% Requirement: See Section 0400, Terms and Conditions of the Contract. ® Shall apply. ❑ Shall not apply. Performance & Payment See Section 0400, Terms and Conditions of the Contract. Bond Requirements: 1. Formal Solicitations Terms and Conditions for Goods and Services AND ® Shall apply. 2. General Conditions for Construction Contracts ❑ Shall not apply. Certified Payroll Reporting Pursuant to City Code Section 31-32, Awarded contractor must submit Requirement: certified payroll records along with each payment application, to allow the city to verify the wage rates paid to construction workers performing work ❑ Shall apply. on city projects. ® Shall not apply. All certified payroll records submitted to the City shall, at a minimum, include the name, address or zip code, labor classification, hours worked, and hourly base rate paid for each laborer, mechanic and apprentice employed by any contractor or subcontractor on the work covered by the city construction contract. DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 Prevailing Wage Rates: If the requirement applies, Bidder agrees it, and its subcontractors, shall pay laborers and mechanics employed under the contract no less than the ❑ Shall apply. prevailing wage rate and fringe benefit payments to be used in implementation of this article shall be those last published by the United ® Shall not apply. States Department of Labor in the Federal Register prior to the date of issuance of the ITB Refer to Section 0100, Sub -section 9, Prevailing Wage Rates & Local Workforce Participation and City Code Sec. 31-27. - Establishment of minimum wages for city construction contracts. Required Permits: PERMITS: The CONTRACTOR shall obtain and pay for any permits that may be required for execution of the work, including but not limited to: ® Shall apply. 1. City of Miami Beach Public Works Department. ❑ Shall not apply. 2. United States Army Corp of Engineers, if required. 3. Florida Department of Environmental Protection (FDEP), if required. 4. South Florida Water Management District, if required. 5. Miami -Dade Department of Environmental Resources Management (DERM), if required. Trench Safety Act Reference: Section 0100, Sub -section 12, Florida Trench Safety Act. Requirements: ® Shall apply. ❑ Shall not apply. Consultant: Stanley Consultants, Inc. 1641 Worthington Road, Suite 400 West Palm Beach, Florida 33409 Submittal Requirements Submittal Location: Bids will be submitted ELECTRONICALLY ONLY through Periscope S2G (formally known as BidSync) (www.periscopeholdings.com or www.bidsvnc.com). Submittal Format & Requirements: Bids are to be submitted ELECTRONICALLY ONLY, contain all information, and organized in accordance with Section 0300, including: BID SUBMITTAL QUESTIONNAIRE -- CONSTRUCTION Submit the Bid Submittal Questionnaire — Construction; The questionnaire is an online fillable form that must be completed and submitted electronically via Periscope S2G. TAB 1: MINIMUM QUALIFICATIONS AND SUBMITTAL REQUIREMENTS Submit evidence, as specifically requested in the ITB Summary, of compliance with each minimum DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 TAB 2 requirement(s) of this ITB. Bidders that do not comply, or for whom the City cannot verify compliance, shall be deemed non -responsive and its bid shall not be considered. BID PRICE FORM & BID BOND The following documents shall be submitted with the by the deadline for submittal of bids: Bid Price Form. (Appendix A). Bid Bond Form. (Appendix B.) If the requirement applies, the original bid bond must be mailed or delivered to the address below by the deadline for submittal of bids in the amount of 5% of the total base bid amount, payable to City of Miami Beach, Florida. Failure to submit the original bid bond to the address below by the deadline for submittal of bids shall result in the bid being deemed non- responsive. City of Miami Beach Procurement Department 1755 Meridian Avenue, 3rd Floor Miami Beach, 33139 FAILURE TO SUBMIT THE MOST RECENT COMPLETED: BOND BY THE 1) DEADLINE BID PRICE FORM, FOR SUBMITTAL AND 2) BID OF BIDS SHALL RESULT IN BID BEING DEEMED NOT RESPONSIVE AND NOT BEING FURTHERiI CONSIDERED. 3. Schedule of Values (Appendix C). Must be submitted with the bid or within three (3) days of request by the City. TAB 3: OTHER BID FORMS Submit other forms if required in the ITB Summary, including but not limited to: 1. Local Workforce Participation Program Responsible Contractor Affidavit Form (Appendix D) If ITB Summary indicates a Local Workforce Participation Program is applicable then this form must be submitted. 2. Trench Safety Certification Form (Appendix E) If ITB Summary indicates a Trench Safety Act is applicable then this form must be submitted. DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 TABLE OF CONTENTS SOLICITATION SECTIONS: 0100.......................................................................................... INSTRUCTIONS TO BIDDERS 0200............................................................................................. MINIMUM QUALIFICATIONS 0300.................................................................................................BID SUBMITTAL FORMAT 0400.............................................................. TERMS & CONDITIONS (Under separate cover) APPENDICES: APPENDIX A.................................................................................................. BID PRICE FORM APPENDIX B................................................................................................... BID BOND FORM APPENDIX C........................................................................................ SCHEDULE OF VALUES APPENDIX D .................. PREVAILING WAGES AND LOCAL WORKFORCE PARTICIPATION APPENDIX E...........................................................TRENCH SAFETY CERTIFICATION FORM APPENDIX F................................................................................................... CONTRACT FORM APPENDIX G.................................................................... LIST OF PLANS & SPECIFICATIONS APPENDIX H.............................................................................POST AWARD FORMS DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 General. This Invitation to Bid (ITB) is issued by the City of Miami Beach, Florida (the "City"), as the means for prospective Bidders to submit their qualifications and bid (the "Bid") to the City for the City's consideration as an option in achieving the required scope of services and requirements as noted herein. All documents released in connection with this solicitation, including all appendixes and addenda, whether included herein or released under separate cover, comprise the solicitation, and are complementary to one another and together establish the complete terms, conditions and obligations of the Bidders and, subsequently, the successful Bidder(s) (the "contractor[s]") if this ITB results in an award. The City utilizes Periscope S2G (formally known as BidSync) (www.periscopeholdings.com or www.bidsync.com) for automatic notification of competitive solicitation opportunities and document fulfillment, including the issuance of any addendum to this ITB. Any prospective Proposer who has received this ITB by any means other than through Periscope S2G must register immediately with Periscope S2G to assure it receives any addendum issued to this ITB. Failure to receive an addendum may result in disqualification of proposal submitted. 2. Background and Scope of Work. The Project is described more fully in the Invitation to Bid Summary (and/or the exhibits referenced therein). 3. Abbreviations and Symbols. The abbreviations used throughout the Contract Documents are defined hereinafter in the Technical Specifications. The symbols used in the Plans are defined therein. 4. Examination of Contract Documents and Site. It is the responsibility of each Bidder before submitting a Bid, to: a. Examine the Contract Documents thoroughly. b. Visit the site or structure to become familiar with conditions that may affect costs, progress, performance or furnishing of the Work. c. Take into account federal, state and local (City and Miami -Dade County) laws, regulations, permits, and ordinances that may affect costs, progress, performance, furnishing of the Work, or award. d. Study and carefully correlate Bidder's observations with the Contract Documents. e. Carefully review the Contract Documents and notify City of all conflicts, errors or discrepancies in the Contract Documents of which Bidder knows or reasonably should have known. The submission of a Bid shall constitute an incontrovertible representation by Bidder that Bidder has complied with the above requirements and that without exception, the Bid is premised upon performing and furnishing the Work required by the Contract Documents and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 5. Location of Work. This Scope of Work shall be completed at the Project Site/Location of the Work specified in the Invitation to Bid Summary (the "Project Site"). Pre -Bid Interpretations. Only those questions answered by the City's Procurement Department, via written addendum to this ITB, shall be binding as to this ITB. City's answers DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 to questions may supersede terms noted in this ITB, and in such event, such answers shall govern and control this ITB. Verbal and other interpretations or clarifications of City representatives or employees will be without legal effect. All questions about the meaning or intent of the Contract Documents are to be directed to the City's Procurement Director in writing. Interpretations or clarifications considered necessary by the City's Procurement Director in response to such questions will be issued by City by means of addenda mailed or delivered to all parties recorded by the City's Procurement Director as having received the Bidding Documents. Written questions should be received no less than ten (10) calendar days prior to the date of the opening of Bids. There shall be no obligation on the part of City or the City's Procurement Director to respond to questions received less than ten (10) calendar days prior to bid opening. 7. Electronic Form of Bid. All bids must be made upon the blank Bid/Tender Form included herein and must give the price in strict accordance with the instructions thereon. The bid must be signed and acknowledged by the Bidder in accordance with Section 0300 and must be received on or before the deadline for the submittal of bids. Late bids will not be accepted and will not be considered. It is the Bidder's responsibility to account any possible delay. Bid Bond. If the Invitation to Bid Summary specifies that a bid bond is required, Bidder shall submit, BY THE DEADLINE OF SUBMITTAL FOR BIDS (fully executed), an original bid bond, in a form acceptable to the City, executed by a surety company meeting the qualifications specified herein, in the amount of 5% of the total base bid amount, payable to City of Miami Beach, Florida. In the alternative, Bidder may submit a certified check or cashier's check issued by any national or state bank (United States). A PERSONAL CHECK OR A COMPANY CHECK OF A BIDDER SHALL NOT BE DEEMED A VALID BID SECURITY. Security of the successful Bidder shall be forfeited to the City of Miami Beach as liquidated damages, not as a penalty, for the cost and expense incurred should said Bidder fail to execute the Contract, provide the required Performance Bond, Payment Bond (recorded by Miami Dade County) and Certificate(s) of Insurance, within ten (10) calendar days after the bidder's receipt of the Contract for execution, or failure to comply with any other requirements set forth herein. Bid bonds of the unsuccessful Bidders will be returned after award to the successful Bidder. 9. Prevailing Wage Rates & Local Workforce Participation. See ITB Bid Summary to determine if prevailing wages and local workforce participation are a requirement of this ITB. If required, Chapter 31, Articles II and III, of the Code of City of Miami Beach requires that the rate of wages and fringe benefits, or cash equivalent, for all laborers, mechanics and apprentices employed by any contractor or subcontractor on the work covered by the contract, shall not be less than the prevailing rate of wages and fringe benefit payments or cash equivalence for similar skills or classifications of work, as established by the Federal Register last published by the United States Department of Labor prior to the date of issuance of this solicitation. Additionally, the contractor will make its best reasonable efforts to promote employment opportunities for Miami -Dade County residents by seeking to achieve a project goal of having thirty percent (30%) of all construction labor hours performed by Miami -Dade County residents. The contractor shall also make its best reasonable efforts to promote employment opportunities for Miami Beach residents. Refer to Appendix B for additional information and submittal requirements of these programs, and the applicable prevailing wage table for the Project. DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 10. Method of Award. The City Manager may recommend to the Mayor and City Commission award to the lowest responsive and responsible bidder meeting all terms, conditions, and specifications of the ITB. On the Bid Price Form (Appendix A), the Bidder must state its Total Base Bid, which includes the cost of the base project scope requirements (inclusive of all terms, conditions, specifications, plans, and any other requirement), and the Grand Total Bid, which includes the Total Base Bid plus permit and trench safety indemnification allowances. The Bid Price Form (Appendix A) may also include Additive Alternates, which add certain additional scope elements, and Deductive Alternates, which reduce certain scope elements. The City may consider additive or deductive bid alternates to achieve the maximum project scope within the available budget. When bids are below the stated budget, the City may consider including one or more Additive Alternate, in the order of priority stated, in determining the lowest responsive, responsible bidder. When bids are above the stated budget, the City may consider including one or more Deductive Alternate, in the order of priority stated, in determining the lowest responsive, responsible bidder. The responsive, responsible bidder submitting the lowest sum of the Grand Total Bid plus any alternates selected by the City shall be considered the lowest responsive, responsible bidder. In addition to price, the following factors, pursuant to Section 2-369 of the City Code, shall be considered: • The ability, capacity and skill of the Bidder to perform the Contract. • Whether the Bidder can perform the Contract within the time specified, without delay or interference. • The character, integrity, reputation, judgment, experience and efficiency of the Bidder. • The quality of performance of previous contracts. • The previous and existing compliance by the Bidder with laws and ordinances relating to the Contract. The City Manager shall also have the authority to reject any and all bids, pursuant to Section 2-367 of the City Code. The City Commission may consider the City Manager's recommendation(s) and, may approve or reject the City Manager's recommendation(s). The City Commission may also reject all bids received. The approval of the City Manager's recommendation by the City Commission shall not constitute a binding contract between the City and the selected Bidder(s). A binding contract will exist upon the complete execution and delivery of the City's contract. 11. Contract Price. The Contract Price consists of the total base bid amount and the owner's contingency (to be used solely by the City at its sole discretion for the purpose described in that Contract Documents). The Contract Price, exclusive of the Owner's Contingency, includes, without limitation, all costs for all labor, materials, equipment, fixtures, freight, field supervision, supervisory expenses, project vehicles, field office and equipment, postage and delivery, safety and first aid, telephone, transportation of employees, parking, insurance, taxes, preparation and maintenance of the construction schedule and the preparation of as- DocuSign Envelope ID D3C467A5-4625-4A6E-B395-6C583EDC7CF8 built and shop drawings, as well as Contractor's overhead and profit required for completion of all the Work in accordance with the requirements of the Contract Documents, including work reasonably inferable therefrom, even if such items of Work are not specifically or expressly identified as part of a line item in the Bid Price Form. 12. Florida Trench Safety Act. If the work involves trench excavations that will exceed a depth of 5 feet, the requirements of Florida Statutes, Chapter 553, Part III, Trench Safety Act, will be in effect. The Bidder, by virtue of submitting a bid, certifies that such Act will be complied with during the execution of the work. Bidder acknowledges that the total bid price includes all costs for complying with the Florida Trench Safety Act. The Trench Safety Certification Form can be found in Appendix D. If ITB Summary indicates a Trench Safety Act is applicable, then this form must be submitted. 13. E-Verify. As a contractor you are obligated to comply with the provisions of Section 448.095, Fla. Stat., "Employment Eligibility." Therefore, you shall utilize the U.S. Department of Homeland Security's E-Verify system to verify the employment eligibility of all new employees hired by the Contractor during the term of the Contract and shall expressly require any subcontractors performing work or providing services pursuant to the Contract to likewise utilize the U.S. Department of Homeland Security's E-Verify system to verify the employment eligibility of all new employees hired by the subcontractor during the Contract term. 14. How to Manage or Create a Vendor Profile on Vendor Self Service (VSS). In addition to registering with Periscope S2G, the City encourages vendors to register with our online Vendor Self- Service web page, allowing City vendors to easily update contacts, attachments (W-9), and commodity information. The Vendor Self -Service (VSS) webpage (https://selfservice.miamibeachfl.qov/vss/Vendors/default.aspx) will also provide you with purchase orders and payment information. Should you have any questions and/or comments, do not hesitate to submit them to vendorsupport(a)miamibeachfl.gov . 15. Supplier Diversity. In an effort to increase the number and diversity of supplier options in the procurement of goods and services, the City has established a registry of LGBT-owned businesses, as certified by the National LGBT Chamber of Commerce (NGLCC) and small and disadvantaged businesses, as certified by Miami -Dade County. See authorizing resolutions here. If your company is certified as an LGBT-owned business by NGLCC, or as a small or disadvantaged business by Miami -Dade County, click on the link below to be added to the City's supplier registry (Vendor Self -Service) and bid system (Periscope S2G, Supplier -to - Government). These are two different systems and it is important that you register for both. Click to see acceptable certification and to register: https://www.miamibeachfl.qov/city- hall/procurement/how-to-become-a-vendor/. DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 The Minimum Eligibility Requirements for this solicitation are listed in the ITB Bid Summary. Bidders that fail to comply with minimum requirements shall be deemed non -responsive and shall not have its bid considered. Rest of pa_qe left blank intentionally. DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 1. ELECTRONIC RESPONSES (ONLY). Bids must be submitted electronically through Periscope S2G (formerly BidSync) on or before the date and time indicated. Hard copy proposals or proposals received through email or facsimile are not acceptable and will be rejected. A bidder may submit a modified bid to replace all or any portion of a previously submitted bid until the deadline for bid submittals. The City will only consider the latest version of the bid. Electronic bid submissions may require the uploading of attachments. All documents should be attached as separate files in accordance with the instructions included in Section 4, below. Attachments containing embedded documents or proprietary file extensions are prohibited. It is the Bidder's responsibility to assure that its bid, including all attachments, is uploaded successfully. Only bid submittals received and time stamped by Periscope S2G (formerly BidSync) prior to the bid submittal deadline shall be accepted as timely submitted. Late bids cannot be submitted and will not be accepted. Bidders are cautioned to allow sufficient time for the submitall of bids and uploading of attachments. Any technical issues must be submitted to Periscope S2G (formerly BidSync) by contacting (800) 990-9339 (toll free) or S2G(o-)periscopeholdings.com. The City cannot assist with technical issues regarding submittals and will in no way be responsible for delays caused by any technical or other issue. It is the sole responsibility of each Bidder to ensure its proposal is successfully submitted in BidSync prior to the deadline for bid submittals. 2. REQUIRED DOCUMENTS. Failure to submit the following requirements shall result in a determination of non -responsiveness. Non -responsive bids will not be considered. a. Bid Submittal Questionnaire (The questionnaire is not a part of the ITB it is an online fillable form that must be completed and submitted electronically via Periscope S2G.) b. Bid Price Form (Appendix A) c. Bid Bond (Appendix B) If ITB Summary indicates a bid bond is required then a fully executed bid bond must be submitted by the deadline for submittal of bids) d. Schedule of Values (Appendix C) Shall be submitted with bid or within three (3) days of request from the City. 3. OMITTED INFORMATION. The City reserves the right to request any documentation omitted, with exception of the required documents set forth in section 2 above, which must be submitted at time of bid. Bid Submittals received without the Bid Price Form or Bid Bond (if applicable), or with an incomplete Bid Price Form or Bid Bond (if applicable), shall be deemed non -responsive. Bidder must submit any other omitted documentation within three (3) business days upon request from the City, or the bid may be deemed non -responsive. Non -responsive bid packages will receive no further consideration. DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 4. ELECTRONIC PROPOSAL FORMAT. In order to maintain comparability, facilitate the review process and assist the in the review of bid submittals, it is strongly recommended that bids be organized and tabbed in accordance with the tabs, and sections as specified in the below. The electronic submittal should be tabbed as enumerated below and contain a table of contents with page references. The electronic proposal shall be submitted through the "Line Items" attachment tab in Periscope S2G. TAB 1: MINIMUM QUALIFICATIONS AND SUBMITTAL REQUIREMENTS Submit evidence, as specifically requested in the ITB Summary, of compliance with each minimum requirement(s) of this ITB. Bidders that do not comply, or for whom the City cannot verify compliance, shall be deemed non -responsive and its bid shall not be considered. TAB 2: BID PRICE FORM & BID BOND The following documents shall be submitted with the by the deadline for submittal of bids: 1. Bid Price Form (Appendix A) 2. Bid Bond. (Appendix B) If the requirement applies, the original bid bond must be mailed or delivered to the address below by the deadline for submittal of bids in the amount of 5% of the total base bid amount, payable to City of Miami Beach, Florida. Failure to submit the original bid bond to the address below by the deadline for submittal of bids shall result in the bid being deemed non -responsive. City of Miami Beach Procurement Department 1755 Meridian Avenue, 3rd Floor Miami Beach, 33139 FAILURE TO SUBMIT THE MOST RECENT COMPLETED: 1) BID PRICE FORM, AND 2) BID BOND BY THE DEADLINE FOR SUBMITTAL OF BIDS SHALL RESULT IN BID BEING DEEMED NOT RESPONSIVE AND NOT BEING FURTHER CONSIDERED. 3. Schedule of Values (Appendix C) Schedule of Values shall be submitted with bid or within three (3) days request by the City. TAB 3: OTHER BID FORMS Submit any other form requested on the ITB Summary, including but not limited to: 1. Local Workforce Participation Program Responsible Contractor Affidavit Form (Appendix C) If ITB Summary indicates a Local Workforce Participation Program is applicable then this form must be submitted). DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 2. Trench Safety Certification Form (Appendix D) If ITB Summary indicates a Trench Safety Act is applicable then this form must be submitted. Rest of pa_-ge left blank intentionally. DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 0400 — TERMS AND CONDITIONS The following documents identify terms and conditions that together with the ITB, inclusive of all appendixes and addenda, whether included herein or released under separate cover, comprise the solicitation and the contract, and are complementary to one another and together establish the complete terms, conditions and obligations of the Bidder and, subsequently, the awarded contractor. FORMAL SOLICITATIONS TERMS & CONDITIONS - GOODS AND SERVICES. By virtue of submitting a bid in response to this ITB, Bidder agrees to be bound by and in compliance with the Solicitation Terms and Conditions (dated 10.27.2022), incorporated herein, located at: https://www.miamibeachfl.gov/city-hall/procuremenUstandard-terms-and-conditions/ 2. GENERAL CONDITIONS FOR CONSTRUCTION CONTRACTS. By virtue of submitting a bid in response to this ITB, Bidder agrees that all work shall be bound by and in compliance with the General Conditions for Construction Contracts (dated 4/13/20), incorporated herein, located at: https://www.miamibeachfl.gov/city-hall/procuremenUstandard-terms-and-conditions/ 3. SOLICITATION TERMS & CONDITIONS —GRANTS AND FEDERAL REQUIREMENTS. By virtue of submitting a bid in response to this ITB, Bidder agrees to be bound by and in compliance with the Contract Provisions for Federal Awards (dated 8/20/20), incorporated herein, located at: https://www. m is m i beachfl.gov/city-hal I/procurement/standard-term s-a nd-condition s/ Rest of pa_qe left blank intentionally. DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 APPENDIX A MIAMI BEACH Bid Price Form DocuSign Envelope ID: D3C467A5-4625-4A6E-8395-6C583EDC7CF8 Bid Price Form The TOTAL BASE BID amount includes the all-inclusive total cost for the work specified in this bid, consisting of furnishing all materials, labor, equipment, shoring, supervision, mobilization, demobilization, overhead and profit, insurance, permits, and taxes to complete the work to the full intent as shown or indicated in the contract documents. The city will not accept any revision to the total base bid sum, divisions, line item totals, or add alternates, after the deadline for receipt of bids. In the event of discrepancy between the sum of the items in the schedule of values and the total base bid, the Bidder agrees that the total base bid shall govern. In the absence of a numerical value for any item or division, the City shall interpret as no bid for the division, which may disqualify Bidder. The allowance items that have been delineated below shall be used only upon the City's discretion, as needed. In the event that an allowance is not used in its entirety, any remaining balance shall be reflected on a deductive change order. TOTAL BASE BID 'See Section 0100, Sub -section 12. ADDITIVE ALTERNATES (In order of priority) Selection of additive alternates, if any, will be made pursuant to Section 0100, No. 10 Method of Award. NOT APPLICABLE DEDUCTIVE ALTERNATES (In order of priority) Selection of deductive alternates, if any, will be made pursuant to Section 0100, No. 10 Method of Award. NOT APPLICABLE End of Bid Price Form. DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 MIAMIBEACH BID BOND FORM DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 BID BOND Page 1 of 2 KNOW ALL MEN BY THESE PRESENTS, that we, as Principal, hereinafter referred to as Contractor, and as Surety, are held and firmly bound unto the City of Miami Beach, Florida, as a municipal corporation of the State of Florida, hereinafter called the City, in the sum of five percent (5%) of the Contractor's Total Base Bid amount of $ lawful money of the United States of America, for the payment of which well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally by these presents. WHEREAS, the Contractor contemplates submitting or has submitted, a Bid to the City for the furnishing of all labor, materials, equipment, machinery, tools, apparatus, means of transportation for, and the performance of the Work covered in the Bid Documents which include the Project Manual, the detailed Plans and Specifications, and any Addenda thereto, for the following solicitation. • • Title. - WHEREAS, it was a condition precedent to the submission of said Bid that a cashier's check, certified check, or Bid Bond in the amount of five percent (5%) of the Total Base Bid be submitted with said Bid as a guarantee that the Contractor would, if awarded the Contract, enter into a written Contract with the City for the performance of said Contract, within ten (10) consecutive calendar days after notice having been given of the Award of the Contract. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Contractor within ten (10) consecutive calendar days after notice of such acceptance, enters into a written Contract with the City and furnishes the Performance and Payment Bonds, satisfactory to the City, each in an amount equal to one hundred percent (100%) of the Contract Price, and provides all required Certificates of Insurance, then this obligation shall be void; otherwise the sum herein stated shall be due and payable to the City of Miami Beach and the Surety herein agrees to pay said sum immediately, upon demand of the City, in good and lawful money of the United States of America, as liquidated damages for failure thereof of said Contractor. DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 BID BOND Page 2 of 2 IN WITNESS WHEREOF, the said Principal and the said Surety have duly executed this bond the day of , 20 PRINCIPAL: (Contractor Name) Signature Print Name (Principal) Title IN PRESENCE THEREOF: SURETY: Signature (Surety Name) Print Name Attorney -in -Fact (Print Name) Signature (CORPORATE SEAL) (Power of Attorney must be attached.) DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 APPENDIX C MIAMI BEACH SCHEDULE OF VALUES DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 SCHEDULE OF VALUES Bidders should fully complete the Schedule of Values to include quantities, units of measure, unit pricing, and totals. The cost of any item(s) of work not covered by a specific contract unit price shall be included in the contract unit price to which the item(s) is most applicable. Both unit price and extended total prices must be stated in units of quantity specified in the bidding specifications. Bidder agrees that any unit price listed in the Bid is to be multiplied by the stated quantity requirements in order to arrive at the total. ITEM DESCRIPTIONTOTAL • • BRIDGE REPAIR 1 Obe'ct Marker Signs OM2-1 V 4 Each $ $ Expansion Joint Replacement 79.50 Linear Feet 2 Joint with Backer Road and Seal $ $ Epoxy Resin for Above Water Concrete Crack (Two Part 61 Linear Feet Component, High Solid, Low- 3 Viscosity) $ $ Concrete for Concrete Spalls (5500 PSI, Type IV Portland 1 Cubic Yard 4 Cement) $ $ Standard Integral Pile Jacket, 4.60 Linear Feet 5 Structural, 16.1" to 30" $ $ "No Fishing" Sign, Post, Ground 2.00 Each 6 Mounted. $ $ 7 Selective Clearing & Grubbing 26 Square Foot $ $ Cleaning & Coating Concrete 184 Square Foot 8 Surfaces, Class 5 $ $ 9 1 Proiect Information Si ns 4 Each $ $ MISCELLANEOUS Trash Removal and Disposal - 1 Lump Sum 11 Including Disposal Fee $ $ 70 Per Day 12 MOT and Equipment $ $ 2 Per Month 13 Bare Rental $ $ 14 Floating Turbidity Barrier 180 Linear Feet $ $ 15 Mobilization 1 Lump Sum $ $ TOTAL• $ DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 APPENDIX D MIAMI BEACH Prevailing Wage and Local Workforce Participation Programs The Requirements of the DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 Prevailing Wage and Local Workforce Participation Programs shall apply to the award of this Project. The purpose of this appendix is to summarize, for clarity, the requirements of the City's Prevailing Wage and Local Workforce Program Requirements. In the event of any omissions or conflicts, the requirements of the City Code, with respect to these programs, shall prevail. 1. Employee Compensation. The rate of wages and fringe benefits, or cash equivalent, for all laborers, mechanics and apprentices employed by the contractor or subcontractor on the work covered by the contract, shall be not less than the prevailing rate of wages and fringe benefit payments or cash equivalence for similar skills or classifications of work as established by the Federal Register last published by the United States Department of Labor prior to the date of issuance of this solicitation. (reference: Sec 31-27). 2. Notice Requirement. On the date on which any laborer or mechanic commences work on a construction contract to which this article applies, the contractor shall be required to post a notice in a prominent place at the work site stating the requirements of this article. (reference: Sec 31-29). 3. Certified Payrolls. With each payment application, Contractor shall submit a copy of all payrolls, including (at a minimum) the name and zip code for the covered employee, to the City accompanied by a signed "Statement of Compliance" indicating that the payrolls are correct and complete and that each laborer or mechanic has been paid not less than the proper prevailing wage rate for the work performed. Beginning, January 30, 2018, all payroll submittals shall be completed electronically via the City's electronic compliance portal, LCP Tracker. No payment application shall be deemed accepted until such time as the Procurement Department has confirmed that a certified payroll for the applicable payment application has been accurately submitted in LCP Tracker. a. LCP Tracker Training. The Procurement Department offers ongoing training in LCP Tracker to all contractors. To schedule a training session, contact Alian Gonzalez at AlianGonzalez@MiamiBeachFL.gov or at 305-673-7490. 1. Responsible Contractor Affidavit (RCA). As a condition of being responsive to the requirements of the solicitation and eligible to be considered for award, the Contractor shall submit a Responsible Contractor Affidavit affirming that it will make its best reasonable efforts to promote employment opportunities for Miami -Dade County residents by seeking to achieve a project goal of having thirty percent (30%) of all construction labor hours performed by Miami -Dade County residents. The Contractor shall also affirm that it will make its best reasonable efforts to promote employment opportunities for Miami Beach residents. Failure to submit the RCA shall result in the bid or proposal being disqualified and deemed non -responsive. DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 2. Workforce Performance Report. Before its final application for payment, the Contractor shall submit its final Certified Payroll in LCP Tracker, which shall be deemed its final Workforce Performance Report. If the project goal of thirty percent (30%) of all construction labor hours to be performed by Miami -Dade County residents is not met, the Contractor shall submit supporting documentation verifying reasonable efforts to promote employment opportunities for Miami Beach and Miami -Dade County residents. No final payment application may be approved without this information. Balance of Page Intentionally Left Blank DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 LOCAL WORKFORCE PARTICIPATION PROGRAM Responsible Contractor Affidavit Form In accordance with Article III, Section 31-40 of the Miami Beach Code, all contractors and subcontractors of any tier performing on a city contract valued in excess of $1,500,000 for (i) the construction, demolition, alteration and/or repair of city buildings or city public works projects, or (ii) a contract valued in excess of $1,500,000 which provides for privately -funded construction, demolition, alteration and/or repair of buildings or improvements located on city -owned land, and which are subject to Section 31-40 of the Miami Beach Code shall comply with the requirements of the Local Workforce Participation Program. The undersigned Contractor affirms that, should it be awarded the contract pursuant to this solicitation, it shall comply with the following: The contractor will make its best reasonable efforts to promote employment opportunities for local Miami -Dade County residents and seek to achieve a project goal of having thirty percent (30%) of all construction labor hours performed by Miami -Dade County residents. The contractor will also make its best reasonable efforts to promote employment opportunities for Miami Beach residents. To verify workers' residency, contractor(s) shall provide the residence address of each worker. Print Name of Affiant Print Title of Affiant Signature of Affiant Name of Firm Date Address of Firm State Zip Code DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 APPENDIX E MIAMI BEACH Trench Safety Act Certification DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 TRENCH SAFETY ACT CERTIFICATION PAGE 1 OF 1 IF APPLICABLE, THIS FORM MUST BE SUBMITTED FOR BID TO BE DEEMED RESPONSIVE. On October 1, 1990 House Bill 3181, known as the Trench Safety Act became law. This incorporates the Occupational Safety & Health Administration (OSHA) revised excavation safety standards, citation 29 CFR.S.1926.650, as Florida's own standards.The Bidder, by virtue of the signature below, affirms that the Bidder is aware of this Act, and will comply with all applicable trench safety standards. Such assurance shall be legally binding on all persons employed by the Bidder and subcontractors.The Bidder is also obligated to identify the anticipated method and cost of compliance with the applicable trench safety standards. BIDDER ACKNOWLEDGES THAT THE TOTAL BASE BID INCLUDES THE COSTS FOR COMPLYING WITH THE FLORIDA TRENCH SAFETY ACT. THESE ITEMS ARE A BREAKOUT OF THE RESPECTIVE ITEMS INVOLVING TRENCHING AND WILL NOT BE PAID SEPARATELY. THEY ARE NOT TO BE CONFUSED WITH BID ITEMS IN THE SCHEDULE OF VALUES, NOR BE CONSIDERED ADDITIONAL WORK. The Bidder further identified the costs and methods summarized below Quantity Unit Description Unit Price Price Extended Method Total $ Name of Bidder Authorized Signature of Bidder CONSIDERATION FOR INDEMNIFICATION OF CITY Consideration for Indemnification of City $25.00 -Cost for compliance to all Federal and State requirements of the Trench Safety Act* [NOTE: If the box above is checked, the Bidder must fill out the foregoing Trench Safety Act Form in order to be considered responsive.] DocuSign Envelope 1D: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 APPENDIX F &AIAMI BEACH Contract Form DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 CONTRACT THIS CONTRACT ("Contract") is made and entered into as of the day of _ , 2020, by and between the City of Miami Beach, Florida, corporation (the "City") and (the "Contractor" ): municipal WITNESSETH, that the Contractor, for and in consideration of the payments hereinafter specified and agreed to be made by the City, hereby covenants and agrees to furnish and deliver all the materials required, to do and perform all the work and labor, in a satisfactory and workmanlike manner, required to complete this Contract within the time specified, in strict and entire conformity with the Plans, Specifications, and other Contract Documents, which are hereby incorporated into this Contract by reference, for: ITB No. and Title: The Contractor agrees to make payment of all proper charges for labor and materials required in the aforementioned work, and to defend, indemnify and save harmless City, and their respective officers and employees, from liabilities, damages, losses and costs including, but not limited to, reasonable attorney's fees, to the extent caused by the negligence, recklessness, or intentional wrongful misconduct of Contractor and persons employed or utilized by Contractor in the performance of this Contract. The requirements of the Contract Documents, as such term is defined in the Invitation by reference to the General Conditions for Construction Contracts dated are hereby incorporated by reference as if fully set forth herein. Without limiting the foregoing, the Contract Documents expressly include this Contract, Attachment A (the City's General Conditions for Construction Contracts), Attachment B (Plans and Specifications, Invitation to Bid No. and all Addenda thereto), Attachment C ( Sunbiz Entity Detail and Contractor's Response to the ITB), and Attachment D (Insurance requirements). For the avoidance of doubt, all of the documents constituting the Contract Documents now or hereafter existing (including any Change Orders, Work Orders, Field Orders, schedules, shop drawings, issued subsequent to the date of this Contract etc.) shall govern this Project. Inconsideration of these premises, the City hereby agrees to pay to the Contractor for the said work, when fully completed, the total maximum sum of [ Total Base Bid below + allowance account items+/-alternates+contingencyl dollars ($ ) (the "Contract Price"), consisting of the following accepted items or schedules of work as taken from the Contractor's Bid Submittal: TotalBase Bid..................................................................................................... $ DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 Total Allowance Account Items.... Total Alternate Items (if applicable) .................................... $ ..................................... $ Total Owner's Contingency.......................................................................$ ContractPrice .............................. .................................................. $ The Contract Price, exclusive of the Owner's Contingency, includes, without limitation, all costs for all labor, materials, equipment, fixtures, freight, field supervision, supervisory expenses, project vehicles, field office and equipment, postage and delivery, safety and first aid, telephone, transportation of employees, parking, insurance, taxes, preparation and maintenance of the construction schedule and the preparation of as -built and shop drawings, as well as Contractor's overhead and profit required for completion of all the Work in accordance with the requirements of the Contract Documents, including work reasonably inferable therefrom, even if such items of Work are not specifically or expressly identified as part of a line item in the Bid Price Form. The Contract Price is subject to such additions and deductions as may be provided for in the Contract Documents. Progress and Final Payments will be made as provided for in the Contract Documents. Contract Time. Days for Substantial Completion: days from Notice to Proceed No. 2 Days for Final Completion: days from Substantial Completion Liquidated Damages. Failure to achieve Substantial Completion: /day Failure to achieve Final Completion: /day Project Team. Contractor: Consultant: Contract Administrator for the City: [CONSIDER IF THERE ARE ANY OTHER POSITIONS TO INCLUDE] DocuSign Envelope ID: D3C467A5-4625-4A6E-8395-6C583EDC7CF8 Notices. Whenever either party desires to give notice to the other, such notice must be in writing, sent by certified United States Mail, postage prepaid, return receipt requested, or by hand - delivery with a request for a written receipt of acknowledgment of delivery, addressed to the party for whom it is intended at the place last specified. DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 The place for giving notice shall remain the same as set forth herein, unless such notice information is revised in a Contract amendment duly executed by the City and the Contractor. For the present, the parties designate the following: For City: Office of Capital Improvement Proiects 1700 Convention Center Drive, Miami Beach, FL 33139 Attn: Office of Capital Improvement Projects Director With copies to: City Attorney City of Miami Beach 1700 Convention Center Drive Miami Beach, Florida 33139 For Contractor: Attn: DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 IN WITNESS WHEREOF, the above parties have caused this Contract to be executed by their appropriate officials as of the date first above written. ATTEST: CITY OF MIAMI BEACH, FLORIDA By: Rafael E. Granado, City Clerk Alina T. Hudak, City Manager [seal] ATTEST: Name: [seal] [INSERT CONTRACTOR NAME] Name: DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 APPENDIX G MIAMI BEACH Plans & Specifications (Attached under separate cover in Periscope S2G) DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 APPENDIX H MIAMI BEACH Post Award Forms DocuSign Envelope ID: D3C467A5-46254A6E-B395-6C583EDC7CF8 MIAMIBEACH FORM OF PERFORMANCE BOND BY THIS BOND, We hereinafter called Contractor , and , as Principal, , as Surety, are bound to the City of Miami Beach, Florida, as Obligee, hereinafter called City, in the amount of Dollars ($ ) for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally. RM WHEREAS, Contractor has by written agreement entered into a Contract, Bid/Contract , awarded the day of , 20 , with City which Contract Documents are by reference incorporated herein and made a part hereof, and specifically include provision for liquidated damages, and other damages identified, and for the purposes of this Bond are hereafter referred to as the "Contract"; THE CONDITION OF THIS BOND is that if Contractor: Performs the Contract between Contractor and City for construction of , the Contract being made a part of this Bond by reference, at the times and in the manner prescribed in the Contract; and 2. Pays City all losses, liquidated damages, expenses, costs and attorney's fees including appellate proceedings, that City sustains as a result of default by Contractor under the Contract; and 3. Performs the guarantee of all work and materials furnished under the Contract for the time specified in the Contract; then THIS BOND IS VOID, OTHERWISE IT REMAINS IN FULL FORCE AND EFFECT. Whenever Contractor shall be, and declared by City to be, in default under the Contract, City having performed City obligations thereunder, the Surety may promptly remedy the default, or shall promptly: 3.1. Complete the Project in accordance with the terms and conditions of the Contract Documents; or 3.2. Obtain a bid or bids for completing the Project in accordance with the terms and conditions of the Contract Documents, and upon determination by Surety of the lowest responsible Bidder, or, if City elects, upon determination by City and Surety jointly of the lowest responsible Bidder, arrange for a contract between such Bidder and City, and make available as work progresses (even though there should be a default or a succession of defaults under the Contract DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 FORM OF PERFORMANCE BOND (Continued) or Contracts of completion arranged under this paragraph) sufficient funds to pay the cost of completion less the balance of the Contract Price; but not exceeding, including other costs and damages for which the Surety may be liable hereunder, the amount set forth in the first paragraph hereof. The term "balance of the Contract Price," as used in this paragraph, shall mean the total amount payable by City to Contractor under the Contract and any amendments thereto, less the amount properly paid by City to Contractor. No right of action shall accrue on this bond to or for the use of any person or corporation other than City named herein. The Surety hereby waives notice of and agrees that any changes in or under the Contract Documents and compliance or noncompliance with any formalities connected with the Contract or the changes does not affect Surety's obligation under this Bond. Signed and sealed this day of 120 WITNESSES: Secretary (CORPORATE SEAL) (Name of Corporation) By: (Signature) (Print Name and Title) IN THE PRESENCE OF: INSURANCE COMPANY: By: Agent and Attorney -in -Fact Address: (Street) (City/State/Zip Code) Telephone No.: DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 FORM OF PAYMENT BOND BY THIS BOND, We , as Principal, hereinafter called Contractor , and as Surety, are bound to the City of Miami Beach, Florida, as Obligee, hereinafter called City, in the amount of Dollars ($ ) for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally. WHEREAS, Contractor has by written agreement entered into a Contract, Bid/Contract No.: , awarded the day of , 20 , with City which Contract Documents are by reference incorporated herein and made a part hereof, and specifically include provision for liquidated damages, and other damages identified, and for the purposes of this Bond are hereafter referred to as the "Contract", - THE CONDITION OF THIS BOND is that if Contractor: 1. Pays City all losses, liquidated damages, expenses, costs and attorney's fees including appellate proceedings, that City sustains because of default by Contractor under the Contract; and 2. Promptly makes payments to all claimants as defined by Florida Statute 255.05(1) for all labor, materials and supplies used directly or indirectly by Contractor in the performance of the Contract; THEN CONTRACTOR'S OBLIGATION SHALL BE VOID; OTHERWISE, IT SHALL REMAIN IN FULL FORCE AND EFFECT SUBJECT, HOWEVER, TO THE FOLLOWING CONDITIONS: 2.1. A claimant, except a laborer, who is not in privity with Contractor and who has not received payment for its labor, materials, or supplies shall, within forty-five (45) days after beginning to furnish labor, materials, or supplies for the prosecution of the work, furnish to Contractor a notice that he intends to look to the bond for protection. 2.2. A claimant who is not in privity with Contractor and who has not received payment for its labor, materials, or supplies shall, within ninety (90) days after performance of the labor or after complete delivery of the materials or supplies, deliver to Contractor and to the Surety, written notice of the performance of the labor or delivery of the materials or supplies and of the nonpayment. 2.3. No action for the labor, materials, or supplies may be instituted against Contractor or the Surety unless the notices stated under the preceding conditions (2.1) and (2.2) have been given. 2.4. Any action under this Bond must be instituted in accordance with the Notice and Time Limitations provisions prescribed in Section 255.05(2), Florida Statutes. DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 The Surety hereby waives notice of and agrees that any changes in or under the Contract Documents and compliance or noncompliance with any formalities connected with the Contract or the changes does not affect the Surety's obligation under this Bond. Signed and sealed this day of , 20 ATTEST: in (Secretary) (Corporate Seal) Contractor (Name of Corporation) (Signature) (Print Name and Title) day of 20 IN THE PRESENCE OF: INSURANCE COMPANY: By: Agent and Attorney -in -Fact Address: (Street) (City/State/Zip Code) Telephone No.: DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 CERTIFICATE AS TO CORPORATE PRINCIPAL I, , certify that I am the Secretary of the corporation named as Principal in the foregoing Performance and Payment Bond (Performance Bond and Payment Bond); that , who signed the Bond(s) on behalf of the Principal, was then of said corporation; that I know his/her signature; and his/her signature thereto is genuine; and that said Bond(s) was (were) duly signed, sealed and attested to on behalf of said corporation by authority of its governing body. (SEAL) Secretary (on behalf of) Corporation STATE OF FLORIDA ) ) SS COUNTY OF MIAMI-DADE ) Before me, a Notary Public duly commissioned, qualified and acting personally, appeared to me well known, who being by me first duly sworn upon oath says that he/she has been authorized to execute the foregoing Performance and Payment Bond (Performance Bond and Payment Bond) on behalf of Contractor named therein in favor of City. Subscribed and Sworn to before me this day of 20 My commission expires: Notary Public, State of Florida at Large Bonded by DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 PERFORMANCE AND PAYMENT BOND FORM UNCONDITIONAL LETTER OF CREDIT: Beneficiary: City of Miami Beach 1700 Convention Center Drive Miami Beach, Florida 33139 We hereby authorize you to draw on at of and for the account of Date of Issue Issuing Bank's No. Applicant: Amount: Expiry: (Date) (branch address) in United States Funds Bid/Contract Number (Bank, Issuer name) (contractor, applicant, customer) up to an aggregate amount, in United States Funds, of drafts at sight, accompanied by: by order available by your A signed statement from the City Manager or his authorized designee, that the drawing is due to default in performance of certain obligations on the part (contractor, applicant, customer) agreed upon by and between the City of Miami Beach, Florida and (contractor), pursuant to the (applicant, customer) Bid/Contract No. for (name of Project) and Section 255.05, Florida Statutes. Drafts must be drawn and negotiated not later than (expiration date) Drafts must bear the clause: "Drawn under Letter of Credit No. of (Bank name) dated (Number), This Letter of Credit shall be renewed for successive periods of one (1) year each unless we provide the City of Miami Beach with written notice of our intent to terminate the credit herein extended, which notice must be provided at least thirty (30) days prior to the expiration date of the original term hereof or any renewed one (1) year term. Notification to the City that this Letter of Credit will expire prior to performance of the contractor's obligations will be deemed a default. This Letter of Credit sets forth in full the terms of our undertaking, and such undertaking shall not in any way be modified, or amplified by reference to any documents, instrument, or agreement referred to herein or to which this Letter of Credit is referred or this Letter of Credit relates, and DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 any such reference shall not be deemed to incorporate herein by reference any document, instrument, or agreement. We hereby agree with the drawers, endorsers, and bona fide holders of all drafts drawn under and in compliance with the terms of this credit that such drafts will be duly honored upon presentation to the drawee. Obligations under this Letter of Credit shall be released one (1) year after the Final Completion of the Project by the (contractor, applicant, customer) This Credit is subject to the "Uniform Customs and Practice for Documentary Credits," International Chamber of Commerce (1993 revision), Publication No. 500 and to the provisions of Florida law. If a conflict between the Uniform Customs and Practice for Documentary Credits and Florida law should arise, Florida law shall prevail. If a conflict between the law of another state or country and Florida law should arise, Florida law shall prevail. Authorized Signature DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 CERTIFICATE OF SUBSTANTIAL COMPLETION: PROJECT: (name, address) TO (City): DATE OF ISSUANCE: Consultant: BID/CONTRACT NUMBER: Contractor : CONTRACT FOR: NOTICE TO PROCEED DATE: PROJECT OR DESIGNATED PORTION SHALL INCLUDE: The Work performed under this Contract has been reviewed and found to be substantially complete and all documents required to be submitted by Contractor under the Contract Documents have been received and accepted. The Date of Substantial Completion of the Project or portion thereof designated above is hereby established as which is also the date of commencement of applicable warranties required by the Contract Documents, except as stated below. DEFINITION OF DATE OF SUBSTANTIAL COMPLETION The Date of Substantial Completion of the Work or portion thereof designated by City is the date certified by Consultant when all conditions and requirements of permits and regulatory agencies have been satisfied and the Work, is sufficiently complete in accordance with the Contract Documents, so the Project is available for beneficial occupancy by City. A Certificate of Occupancy must be issued for Substantial Completion to be achieved, however, the issuance of a Certificate of Occupancy or the date thereof are not to be determinative of the achievement or date of Substantial Completion. A list of items to be completed or corrected, prepared by Consultant and approved by City, is attached hereto. The failure to include any items on such list does not alter the responsibility of Contractor to complete all work in accordance with the Contract Documents. The date of commencement of warranties for items on the attached list will be the date of final payment unless otherwise agreed in writing. In accordance with Section 6 of the General Conditions, work on the list of items attached hereto within of Substantial Completion. Contractor will complete or correct the from the above Date DocuSign Envelope ID D3C467A5-4625-4A6E-B395-6C583EDC7CF8 Consultant BY DATE City, through the Contract Administrator, accepts the Work or portion thereof designated by City as substantially complete and will assume full possession thereof at (time) on (date). City of Miami Beach, Florida By Contract Administrator Date The responsibilities of City and Contractor for security, maintenance, heat, utilities, damage to the work and insurance shall be as follows: DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 FINAL CERTIFICATE OF PAYMENT: PROJECT: (name, address) TO (City): DATE OF ISSUANCE: Consultant: BID/CONTRACT NUMBER: Contractor: CONTRACT FOR: NOTICE TO PROCEED DATE: All conditions or requirements of any permits or regulatory agencies have been satisfied. The documents required by Section 6 of the General Conditions, and the final bill of materials, if required, have been received and accepted. The Work required by the Contract Documents has been reviewed and the undersigned certifies that the Work, including minor corrective work, has been completed in accordance with the provision of the Contract Documents and is accepted under the terms and conditions thereof. Consultant BY DATE City, through the Contract Administrator, accepts the work as fully complete and will assume full possession thereof at (time) (date) City of Miami Beach, Florida By Contract Administrator Date DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 FORM OF FINAL RECEIPT: [The following form will be used to show receipt of final payment for this Contract.] FINAL RECEIPT FOR CONTRACT NO. Received this day of Miami Beach, Florida, the sum of ,20 , from City of Dollars ($ ) as full and final payment to Contractor for all work and materials for the Project described as: This sum includes full and final payment for all extra work and material and all incidentals. Contractor hereby indemnifies and releases City from all liens and claims whatsoever arising out of the Contract and Project. Contractor hereby certifies that all persons doing work upon or furnishing materials or supplies for the Project have been paid in full. In lieu of this certification regarding payment for work, materials and supplies, Contractor may submit a consent of surety to final payment in a form satisfactory to City. Contractor further certifies that all taxes imposed by Chapter 212, Florida Statutes (Sales and Use Tax Act), as amended, have been paid and discharged. [If incorporated sign below.] ATTEST: (Secretary) (Corporate Seal) incorporated sign below.] WITNESSES: Contractor (Name of Corporation) By: (Signature) (Print Name and Title) day of 20[If not Contractor (Name of Firm) By: (Signature) (Print Name and Title) day of , 20 M I AMI BEACH PUBLIC WORKS DEPARTMENT BRIDGE REPAIR DESIGN 73RD STREET BRIDGE (BRIDGE NO. 876732) OVER TATUM WATERWAY JANUARY 2023 FINAL SUBMITTAL CITY OF MIAMI BEACH N STREET MAYOR: DAN GELBER toeo aTREEr Stanley Consultants INC. BISCAYNE POINT COMMISSIONERS: KRISTEN ROSEN-GONZALEZ Q S 1641 Worthington Road, Suite 400 MARK SAMUELWN TERRACE pt West Palm Beach, Florida 33409 ALEX FERNANDEZ e 6 Florida Engineering Cert. No. 1978 STEVEN MEINER CUE'MIAND ROAD RICKEY ARRIOLAfA1 INDEX OF DRAWINGS DAVID RICHARDSON DA1'TONIA ROAD < O - m a SHEET DRAWING DESCRIPTION -SHEET CITY MANAGER: ALINA HUDAK eaa CJ D 1 GDOt =ERBHEET NOTESERAL LEG NDANDOF Oa G'`tY 2 GP02 A88REW1TIONS LEGENDAND Nf CITYATTORNEY: RAFAELA.PAZ NORMANDY SHORES 1T a wa+ DECK TOPSIDE DEFICIENCIES O 4 — 51d2 ,DECK UNDERSIDE DEFICIENCIES { / /+-03 SUBSTRUCTURE DEFICIENCIES PUBLIC WORKS DIRECTOR: JOE GOMEZ, P.E. f /601 REPAIR DETAILS(SHEET I OF2) 7 {S-02 REPAIR DETARS (BHEET2OF 3) r 8%-1 TO S%->8 EXISTING BRIDGE PLANE ACTING CITY ENGINEER: CRISTINA ORTEGA, P.E. w CD F. • THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY • TA n AAYW61ASNM�Ier MYY�Y�AY• ',. MEO00�_� OMENS', ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. LOCATION MAP THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE SHEETS INDICATED ABOVE IN THE "INDEX OF DRAWINGS" EXCEPT FOR THE EXISTING BRIDGE PLANS, IN ACCORDANCE WITH RULE 61 G 15-23-004, F.A.C. ENGINEER OF RECORD: LUIS J. SANTANA. Work Order NA Sheet 1 of 7 Drawing GO-01 P.E. NO.76363 DESIGN SPECIFICATIONS: :. AASHTO LRFD B910E BPECFI -I ST. EDI—.. RI]. ]. FDOT EY JD]I.]] DESIGN STANDARDIL A. FDOT JANDAR/ BUT STANDARD SPECIFICATION FOR ROAD AID BRIDGE CONSTRUCT — DESIGN METHOD: I. LOAD AND RESISTANCE FACTOR DESIGN ILRFDI. DIMENSIONS: I. ALLDIMFNIONSAREINFEETANSINI:HESf-'T ANDMEMEASUREDHOR—TALLYANO vERTMALLY WLESS DTHERMW E NOTED. GENERAL NOTES: T RA. THE CONTRACTOR SHALL BECOME FAMIUM WITH THE X T PROJKTMID IIOIFYFTHE GTRIAN. THE EONOf Ew OF.ENCE6I�DEHTIFIED.ENCE F THE ]. MATERNAL DOLUMENTATOI FFOR CONCFETEPRESAR. FABTENFRS TO TIE EOR FOR APPROVAL, I. MATERNAL.Ot— S_LLWATER. KLVEMB. CLEANS. FLUIDS EN ANDEdePpB OF vNOPERLYCaER BiAiELIAWe. ALL EBIBB tHALIBE REMOVED ANO SE LEGALLY DISPOSED OF OFFLNTE. 5. EFOR ME WETY ASSOCIATED MATIN THE NARK BEING PEGfoRLKiEo �B PART OF THIS PROJECT T CONTRII 0— REBPONSISLEFORWIIPLANCEWITHALLFEDEML,BTAE.ANDLp LHEALTHMD SAFETY UAWB. CODED. REGULATIONS. AND ORDINANCES INCLUOI IG BUT NOT LISTED TO THOSE CURRENTLY MMCATED SY THE OCCUPATIONAL SAFETY AID HEALTH _STRIATION IORHAI. 6. APPLICABLE STANDARDS AND 'EN RE, HE TTHECONTRACTORSHALL.ERESPID—EFOR KLGO.T6 ICLUNIJC PENALTIESFINES LEED FOR NORM THAT M MOT PERFORMED IN ACCORDANCE ANTI PERMIT CONDITIONS T TIII TO PROTECT THE —X . BRIDGE WALMI. RAIUNG.EGL, F.A.ALL OTNERFEATURE.ATTKIEDTO ED TIE CONTRACTOR BIALL REPLACE AT B. vEGETATIDMOR ENNgDIIENTAL BENSIrNE MEN CARII C CONSTRUCTION TIE EXISTING VAHGR WE 4ETATONOR EIMRONMENTAL SENSITNE PEAS SHALL REMN1 IN PLACE. UNDETURIED AN. PR OAOROTHER OONSTRR—TlI CTMTIEe AREALLONE DITN MANGROVE VEGET T�OR ADACENT TO E NNRONMENTALLYBE IIST, ,AREAS. B ITIRU NFARDR WERTHEEXISTINOSEA WALICTONACTMTIESMEALUDAED lO Y FROM WEST TO ENT. PILEI ARE NUMBERED MATERIAL NOTES: I. CCI RETESHALLBECU NCONCRETEITHA].MYCOMPREBGONSTRENGTI OF SM PSI. F. CONCRETE SHALL E IN ACCORDANCE ITH FLORIDA DEPARTMENT OF TRANSPORTATION BPECFK'ALON ECTION ]M. I. PROVIDE M INCH CHAMFERS ON ALL EXPOSED CONCRETE EDGES EXCEPTAS OTIERISF NOTED. EL SHALL CORFORM TO ASTM ASI5. GRADE 00 LJIIEee NOTED OTHE ALL STEEL DETAINING TO LOCAEN OF SEIIIFORCEYENT ME TO EXCEPT INHERE THE CLEAR OIENSOBN M SIOWN TO TIE FACE OF CONCRETE OR OTHER SURFACES. MIAMIBEACH `TOM pRECTOR +OE GOYES, AUAA— PE I ISO COMENVOu EVERORNE^BMW BE—FLJO CII NEMDINEE CRMnNA ORTEG. P.E. UTILITIES: I. THE LOGTIGM OF THE EXISTING UTILITIES SINAYN IN PLANS ME BASED ON LIMITED INNE—ODAI TECHNIQUES AND MtlUlO BE CONSIDERED APPRDIUMAE ONLY. THE CT LOCATION SHALL SE DETERMINED SY THE CONTRACTOR OWING CONSTRUCTION. ]. ALL E08TING UTILITIES ME TO REMAUN. ]. ETREME CAUTON WHEN NORKIW ADJACENT TO EXI6TIN0 UTnlTlE6. INCLIIgNG LOOP AND LEADlu WIRES.OVERHEAD UTILITIES AND UNDERGROUND UTILITIES. NOTIFY UTILITY COMPANIES MO FULL BLWINES6 DAYS 11 AWANCE OF MORNING AD.ACET TO EATING UTILITIES. A CO RACIOR D VERIFY ALL UTILITIE8 FRIGR TO CONSTRUCTION. IE CONELICT6 EXMT CONTRACTOR SHALL NOTIFY THE CITY AND EOR. 5. CONTRACTOR—LCOOR ITI TIE DIN IFANY UTILITIES NEED TOM TEMPORARILY RELOGTEO OR REMOVED 6. AF TECOORORNTION ITH THE CITY AND THE UTILITIES INVE BEEN TEMPORARILY HE CONTRACTORMMu RESTORE THE UnuTEB BACK L CONDITION ANDION L—NIS IRBEJB THE CITY. TED r TIES. THE CONTRKTOR SHALL TAKE CARE HOT TO DAYAE ND UTILITIES. IF ANY OR TIE E)UBTNO UERIES ME DWAOED DLAP� TIE CINS ON. TIE CONTRACTOR SNALL REPLACE AND RESTORE TO ORIDIHAL CONDIiON AT NO COST TO THE CITY. CONSTRUCTION NOTES: I. AID CONTRALTORBHALL USETIEFDOT'68TANOARD TTI PR WED PRODUCTS UST TO PERFORM ALL PORK AND TO SELECT MATNLB UNLESS OTHERWISE INDICATED lu PLANS. NIp 5BTAN ARDweOnmm AT ONE vimpMrrwnbdtpe�eooYMMM1UB.Fnvn nlM'ln MNWImLx P.e.=wPwPL. d`P,—I,C—PMl.M— ]. L PREPARE AND SUBMIT A HURRICANE ACTION PLAN TO TIE APPRWAL. TI—NPIANeHALLCANFORMTOTIEFOOT RAN AND pEC FIICCAI IONS AID FOOT CONTRACTORS CONSTRUCTION MANUAL. AIMEACUA CONTAIN ' ING STORM TION EMWAL OFLLONSTRUCTON YALEMLS AND EQUIPMENT, 511URINU AND NG UNSTABLE OR LOOSE BRIDGE AND 0.0ADIYAY COMPONENTS H REMOVAL ITHR TIE LIMITS OF CONSTRUCTON. STORMM TORINOI EMERGENCY CONTACT LIST, IIO LIMITS TO STOPIBTMT ALL CONSTRUCTION ACTMTIEB. AND PMT STORM ASSESSMENT ANO CLEANUP. THE ONTRACTOR 6— SUBMIT TIE ACTION PLAN TO THE CITY WITHIN NI DAYS OF NO -E TO PROCEED I THE THE EXMT5_0l=TF—N SNALL E UVIW TED TO A 5'P PERIMETER AROO L HAIRSLNMITACONSTR.—STA01NGPLANTOINECITY F09 REWEWAIDAPPRWAL.ATAMIMMUM TIESTAg PL SI LliA LLIM BUT NOT LIMITED TO CONSTRUCT.. STAGING AREA MATERIAL STORAGEAROUND DUMPSTER ONBI HMAN ORS IOHE BRIER6 D FENCES SILT fEMCEe ESTRUCTURES. LANDSaPE AND TREE FROTECTION AND UTILRY TIE COITRILTOR NMLL PROAE TEMPORARY TRAFFIC COMRD. A COMFLMNCE T. CD AND FDOT ST-OM0 SPECIFICATIONS. SECTION IO]. REFS TO FDOT STANDARDALANB IDtb00 AND 101d0B FOR TYPICAL APPLICATION. HATCHES ® SPAL AREA AREA STEEL KCORROSION AREA TURBIDITY SARRIER LINE TYPES —I — GASUNE S .EWER LORE — I — WRIER LIE —UTILF — UNKUOVIN UTILITY EXISTING BRIDGE CONSIDERATION: I. DIMENSION VERIHCATION, THE DIMENSIONS BIONN FOR THE EXISTING BRIDGE RIFIARE BASED 6 ENT THEIF]IL STING BRIFDGENIT 11 THE COTS AND ISNTRACCTIR. AID MAY RESPONSIBILITYLY TO vFRIFv THAN DATA BEFORE BEGINNING LON6iRUCiYIN. LEGEND SECTION AND DETAIL IDENTIFICATION SECTION KEY I OETAL KEY SK11pN LETTER' X[.IY DARING NUMBER BEC1ON IS LOLLED ECTON N SECTION LETTE SECTION A w'.4E 1'•Y' 11%.X% SET fPCTIGN curISufwMw KRSKR 011AAAIIID MLSIl1 OETAI KI IOGItl DETAIL — DETAIL NAME DETAIL F 1 xIBER KALE 1'•K' ORAMIND INKIER• MOTE F ETAILw R@ESDLED MULTIPLE TIMES .IOw— IOFEODIC EADIIEER OF RECORD IJB_ NSIGIKRHOOp VUE ENOIN ES IEYJ_73RD f CER LA E. NO. IBDN NOT TO AR— OYIM �NTpRADJMPROALH ABUT. Ad. APR. APPROACH BLAB MR.. APPROXIMATE MPSpY.w• ARC LENGTH L. ASPHALT ASPN MEw AV MCA FACE B.F. BAC OF CURB K BBW SASE LORE E.E EACH MARK w SETMEE. ROBING LIX' llpll MOCK fIK KIMMA' BM WO B011A'. lRY. AKE ELENwDN GN LAR WSJ DI CARRDIRPPE !� G CN SASR p CERTER LIE (Y.G DIEARAICE a CONCRETE pOMG COMIIAE COAT. DMMSAMIDIRIEJI tl0 DEOEE DBD.- OMMETER M.E dMENMON OE DISTANCE SIR. DOIAN DM DMAMID DIWEYMY 01A0. ORWY. IM.CTIIE wDIJPIPE CIF EACI FATE EF. EASBSEMi- — EMIT. EAST E EDGE DFP•WEMEMT ow ELECTRICAL BKF. ELEVATION ELB1AA11011 —ENT tl EM-EEG OF RECORD mS pETML EwR. EFET FT FLORIDA PoNES f LIGHT FPL FLDIN NNEFL FOSSE MAIN F. RON GAGERE FRONT FACE OF BACK MALL IBDII DENSITY POLYETNVLEME PIPE ItlE HORS] L NMESr HDRD. "Al -N— N LATE LM IATer EFTLl MAIBO E MH MAYSN LFJW N011 ]INTER UMW .EAR --TES YWI MRABJI ISM MONREINFORCEDCONI—EFME M`W WRTIEAei _ _ K MORnAYEST IBM OUTSIDE -I — BD PAVT POLEEPAVEENT dRLOSIDE PYC POAAER POLE PY DEKnPTIGN AffBEVMTpIIf AACRpWr .. PKPmrr IKE PAOPOED PL.WL PROP. PULL fDIt A RAgA AL SAYNAD S.B. RFFBEYCE SEE. REIfORtEO LOI[wEE PANE SDP SEAMED SEA. DIS T ST. SORT OF,VAW RDWrMM ROIII6 MANY llE IIIII ASI ELEMIIOR SI RQAO RIG fAMTMY fMr BALL ECIOI SKI. —� _ B9ME a —SIEMENS tl BE�MR SYID SCSI B SOYIIEAST E EIDIrrT fw 9DIA0 RATESTORM tl STATBIN RA fT STDIIYMATER EWER RS .TORMwAER UIE BTUI fiEET R. TELEPHME Tll. TEMPORARY EM,. TERSACE T91..E —,A TC TOP DE CURB TOP OF PPE TK 1C/ IFICAL m. YERIEH YEIIT. w. WATER MANS Mr MATES METES Mtl PP. SI POINT I F. NIA .-IC-1" Fib BmA P- "-- III — STIR DECK TOP & ROADWAY DEFICIENCIES ID LOCATION DESCRIPTION REPAIR TYPE MT -I SPANI NORTH SIDEMNLIA SPALL ALONOTECURBTWL WLONGXVIANDEII?DEEP {PALL REPAM DIRT-2 BOTH ENDS OF BRIDGE OBJECT MARKER SONS MISSING INSTALL NURSING M. DRT -] ALL SPANS EXPANSION JOINTS DETERIORATED SEAL. MATH ACCUMULATED OMTAND DEBRIS REPLACE JOINT DRT-/ SPAN1 NW CORNER.BULLET RAILING P06T DELAMIRATKN,m-LMIHCIUGKINGALONOTOPANDMCKFACEOF SPALL REPAIRMRRIER ORT-5 NE CORNER OF BRIDGE VEGETATION GROWTHALd1G THE NORTH SIDE OF BRIDGE REMOVE VEGETATION REMOVE VEGETATION DRT-S BE CORNER OF BRIDGE VEGETATONGROMTIILLONGTHE60UIHBIDEOFBRIDGEANDOVER GROWN TREE ADJACENT TO THE BLUE 'PARK VIEW ISLAND' SIGN MT T NWANDNECORMEROFSRIDOE THE EXISTING 'NO FISHINAO' SONG ARE FADED AND ARE NO LONGER LEGIBLE REPLACE BALM MT -I NpRTMNOE MIOGE TRAFFO RNIrO THE OUTSIDE FACE OF THE TRAFFO RNLIND IS gRtt AND NEEOf 10 BE CLEANED AND RECANTED N NEEDED. CLEAN AND RECGAT MT B AT TIE BOYDI TRAWIC RAILING ALONG TIE SW CORNER THE TOP OF TRAFFIC RARING HAS GRAFITR CIEIAN AND gECWT CONCRETE_ SIDEWALK SPALL BROKEN CONDUIT TYPICAL JOINT DEBRIS ACCUMULATION mom, SEE 6HEEr ]OFT FOR REPNR INSTRUCTIONS. 3. SEE BHEETBOFIFORSPALLREPAMINSTRUCTIONS. ]. FOR BROKEN CCND RATS, CONTRACTOR HALL COOIIDMIATE WITH THE CITY FOR REPAIRS— glTd l -�--�_ RAN ��M\\Td �i EDGE OF WATER TATUM WATERWAY WT. SEAWALL/ ORT,T ORi-Z EDGE OF VOTER DIITd a]T-] N EocE DF LEGEND. eryDPEw1 Iy OR,OEMANG ROAOWAr rov DEFIGENCY VEGETATION ALONG VEGETATION ALONG 4S SPALLAREA THE NORTHEAST CORNER THE SOUTHEAST CORNER I LILABUTMENTI NOWT SEALANT CA ASUTMENTt �bLINT SENT �allNr GENT] 70RD STREET �CIL INSTRUCTIONS FOR VEGETATION REMOVALI THE CONTRACTOR SIM L REMOVE THE EXISTING VEOETATKW ALONG THE NORTHEAST " END CORNER OF TE8RIDOLIRENOYETHEEKMTIlI EGETATIONALOWTHE SOUTHEAST BEGIN IS IN BETV•EEu THE BRIDGE TRAFFIC RAILINGAND THE %PE. SHE i COUTRACi RSHWLL TRIM THE EXISTING TREES THAT SADMCENT THESLUE'PMK NEW APPROACH BIAS FFSW END SENT +) ORTd 1 ( ffBW fND BENTY. AP%IpACH MAS TREE BMACHEe`NOTLOWER BLOCKS TIE 'NO MIHIUG-SIGMO6RBLE SUCH THMT THE BEOINBRIDOE - E NG CONCRETE, PIPE, OR ND BRIOOE a THE mNTRAcroN BRAu TARE CARE W r TO DEMAND THE IXlcn ORTI C BAGNPCE DURIA'G VEGETATION REMOVAL AND TREE TRIMMING OPERATION. IF ANY DEMANDED IS CAUSED WE TO THE VEGETATION REMOVAL AND TREE TRIMMING oPERAT.N THE CONTRACTOR 6HLALL REPAIR ELEMENTS BACK TO THERE 11 INHL 1 - CDUDITION ATWCOST .THE UTY. E i Eli AHY VOOS NTHEGO CAUSED BY VEGETATION ROOT REMOVAL SHALLBEFILLEDIN IA WELL -GRADED SdL. THE SO l SHALL BE HAND COMPACTED TO PREVENT SOIL wMHWUT. THECOMPACTION 6HNLL NOT MNAGE E%IBTIW PIPER OR BTRGCTDRE6. .._N �• w w w�.C•—_•_• 'w_ — _ -- DRT] W.TINTHEAREA OF VEGETATION REMOVAL AND AFTER ANY VOID AREAS HAVE BEEN DRT] w..� F LLED IN ANDCOMPACTEO,ALAYER OF RK STONE SHALL BE ADDED. �. • • • • •—• _ _ _ _ _ �• w _ w w. w r• • • i P—iT\• •T• ti — —• DRT. - DIRT-6 • • • • • - -- I rPvc nPE EDDE OF I d nPE EOOER ANY DGEO N 51MTERF WATER s, No flsHlNG Ir.• P 1rr F9pLp BRIDGE / BPIVII SPAN] TAN] '.; �SiHAMe UNDfq S+. ANCE PLAN VIEW (DECK TOPSIDE DEFICIENCIES) NOTES FOR OBJECT MARKER SIGNS INSTALLATION JDRT-2). EXISTING NO FISHING SIGN DETAIL A • NO FISHING SIGN NORTH TRAFFIC RAILING GRAFFITI ON SOUTH TRAFFIC RAILING SIGN INSTALLATION EXISTING CLASS V FINISH ISOUTHWEST CORNER) INSTRUCTIONS FOR INSTALLING NEW -NO FISHING' SIGN. . IMS-1 MUTCD OMY1V SOW ON BOTH WEST AND EAST ENDS OF BNOGE. THE CONTRACTOR SHALL FOLLOW FDOr STANDARD SPECIFICATION M FOR RCN • THE CONTRACTOR BHALL REMOVE THE EXISTINGNO FISHING' SIGN ALONG THE MORTHWEST INSTRUCTIONS FOR CUSS V COATING: INSTALLATION. AND NORTHEAST CORNER OF THE BRIDGE THE EXISTING METAL POST SIALL REMAIN. THE CONTRACTOR $HALL REPLACE THE EXISTING SIGNS WITH THE NEWER CITY OF MAMI T CONTRACTOR SHALL CLEAN AND APPLY A CLAB$VCMTW AS NEEDED TO THE OUTSIDE FACE OF THE NORTH TRAFFIC RNLINO I— THE BEACHS'W FlGAN0'BON. BEE DETAIL A ALREADY INSTALL E D ON THE WUTHNOE OF THE P.E. SEAL. FUL `Fl`NLHE BRIDGE) THE CONTRACTOR SHALLALSO CLEAN THE DRAFFITI LOCATED ON THE SOUTHANE IT CORNER OF THE SOUTH NOTES FOR JOINT REPLACEMENT (DRTdI BRIDGED THE CONTRACTORHALL ALL CONTACT THE CITY TO DETERMINE IF THE CITY HAS THE RRAIUONFD RoW AVAILABLE IF HE SOW ME WT AVAILABLE. THE CONTRACTOR WALL DOCUMENT THE SHALL ]. ALL REOURED CONCRETE SURFACES BE CLEANED TO REMOVE ALL DIRT, SALT$. GRENE, OIL AND OTHER CONTAMINANTS OFF THE REPAIR PREPARATION NEIN R SIGN TO DETERMINE THE SIZE OF THE BOON. BARE AND6PACNG OF THE LETTERING AND WRETE SURFACE. THE CO WRETE SIINNE FACE SHALL BE CLEAD INWATER BULL STING. CARE 6HABE TAKEN S I NOT TO REMISE THE UMBENS. COLOR. AND FASTENER LOCATIONS THE CONTRACTOR SH4t ORDER THE RAME AT EACH EXPANSION JOINT$ REMOVE EXISTIW SEALANT, BACKER ROD, DIRT. Df AND EXACT SIOWANDEASTENERBANDIWTALI. EXISTWCOATING DWIW CLEANING OPERATIONS, CONTRACTOR $HALL TAKE CARE TO PROPERLY CAPTURE AND TO MBPOSE ALL VEGETATION. PROPERLY CAPTURE AND d$POSE ALL DIRT, DEISM, VEGETATION AND OTHER • HALLVERIFY IFTHEEXIBTIWMEIALPOSTIBHIOHENCUUH TOMONTTHE CONTAMINANTS PER ALL STATE AND LOCAL REGULATIONS CONTAINNWTB. UNTEO TO THE ERISTI W POST, SUCH THAT THESION S ]. oNCETHECONCRETE HAi BEEN CLEANED AND DRIED THEEXISTNOCLASSVCARTWRALLBEEVALMTEDMDRECGATEOASNEEOEO. COMPLE EASC L TIE CONCHE ETE T T SOUTH BARRRIERNOW NDCTHE AN ECONAECTPWT YIWTHMIt TIE RECOATI W HALO MATCH THE EXISTING COATI W IN COLOR AND TEXTURE. THE CONTRACTOR BHALL SUBMIT SAMPLE OF THE COLOR REPAIR INSTRUCTION. TRACTIONS ENOUGH THE CONTRACTOR 6HALL REMOVE THE E%ISTIND POST AW CONCRETE RVE AND ITE%TURE70 THE CITY FOR APPROVAL. . THECONTRACTORBHLLL FOLLOW FOOT STANDARD BPEFJFKA110N IRA AND FOUT IW ALL A SIMILAR COWRET E BABE AND A NEW METAL POR T THAT WILL MEE T THE ABOVE 1. U VRECOATIWSHALIFOILOWTHEFDOTBTANMRDBPECIFICATOWM 15 i$AW$75.DUSIWRELWTNGOPERATKW RE STANOVNDINDE%A5B-++OFORONAWDNJaNTIWTAL TA M MOUNTAIN REQUIREMENTS. THE NEW METAL POST TO MATCH EXISTING POST TYPE. FOR THE $MEN W T TO AFFECT ADJACENT PROPERTIES DUE TO W WD GN OVER SPRAY. ANY MANAGE TOAOACENT PROPERTIES CAUSED CO WRETE BABE AND METAL POST EMBEDMENT LENGTH, FOOT STANDARD INGE%m00t0 r THE RECOATIW OPEMTON SHALL BE CLEANED, REPAREDAND REPNNTEO AT W COST TO THE DIN. HALL BE WED MIAMI BEACH S JENORNEEXIOFRICORD JEWINE.OFREco$D NDc BORDoo BISCAVNE POINT NM. MmR+u+d+dKB DIN MANAGER ALINA HUSK I DERM EWINEERIgMJ— aREcrDR DE GOMEJ, P.E ] DRAW 73RD STREET BRIDGE OVER TATUM WATERWAY —RMAAMA ] MSiW AN BMe nnE FNr s$W I� NIF_ wMeolrl MIL BUCMGRIISDEPARTMENT I RR y.e+Mw BJ $ANTAw. cHfcKER BRIDGE N0. 878732 Per T N NCEMER ORNE. MAMA BEACH. FL.]]tM CITY OWER CRISTINADRTEM. R.E. 6YCTW) NG. RATE REvIRON ta rW"MN•uMA.INmrMR `P.E. W.I RULE AS eHOAn DECK TOPSIDE DEFICIENCIES +n+ro BIr1] PROTRUDING REBAR DECK UNDERSIDE CRACKS WITH EFFLORESCENCE W.B IAU.SPAW GENTERLUII PILE NUMBER PILE /X -A BENT t J PILE NOTE: 1. SEEBHEE76OF7FORCRACKREPAIRINSTRUCTION6. DECK UNDERSIDE DEFICIENCIES DESCRIPTION REPAIR TYPE id DECK UNDERSIDE EXHIBITS PROTRUDING REBAR EXPOSED REIMR REMOAL NGSPAN LONGITUDINAL CRACKS THAT ARE UP TO IRY WOE WSTH I CRACK REPAP G TATUM WATERWAY BEAWALLI - EOOE OF WATER RWI r~— SENWALLI E06EOf VMTER __ .-.. ...-ems.- ... ...-..�.,.. i WATER PUN VIEW (DECK UNDERSIDE DEFICIENCIES) NOTES FOR EXPOSED RIELM0. REMOVAL (DU-1). REPAIR INSTPUCHON6 LEGEND. TIE PROTRUDING REMR B1WLL BE FULLY RENOVEDAS LOAD A9lie REMOVAL OOFS NOT DAMAGE TIE SIMROIINDINO DECK UNDERSIDE DEFICIENCY • CONCRETE. • IF THE REBAR CANNOT BE COMPLETELY REMOVED, TIE REBAR SHALL BE CUT OFF AND SEALED. -.AREA REBAR CUTTING AND SEALING INSTRUCTIONS TIE REBAR BHLLL BE CUT OFF AS CUJSE TO THE CONCRETE W MAGI WITHOUT DAMAGING THE SURROUNDING CONCRETE. HE EXPOSED REBAR SURFACE RHALL BE CLEANED IV V V RHINO IT TO REMOVE SOLUBLE BALTS AND ABRANV E BLAST OR HAND AND ENBURE ALL R TOOL CLNED TO ALL EXISTING COATING AND CORROSION IN THE INTENDED LOCATION. ACES FAREMOVE TO BE COATEDARE CLFAN, DRV, AND FREE FROM OIL, GREASE, DIRT, DUST, SOLUBLE SALTe. • CORRO8101. PEELING COATING.CAULKING. WELDSPATTER. MILL SCALEANOANY OTHERSUR—E CONTAMMWNTe. APLY A COMPLETE COATING BYSTEM TO ALL STEEL 1URE8 TO BE SEALED. • FOLFAC LOW FDOT SPECIFICATION 56B.561 AND 875 FOR THE BELLING PROCEDURE AND MATERIALS. ENGINEER OF RECORD ENGINEER OF RECORD �.W_ MIAMIBEACH IDI1RTY ER ALPWHGDK ' DE.IGN ENGINEER BRU— NE GIGO HOOD BISCAYNE POINT MNMSXMWICiDGI� aRECTOR —CAME, P.E. z ( � ORAWN BY BMB 73RD STREET BRIDGE OVER TATUM WATERWAY SUA.Y B.bMIPr. aTYENOINEER CNISTINAORTEDA, P.E "' r"'" yy�° B SANTANA TITLE BRIDGE 876732 F BWM. 6B� IRMA W� wMB GreM. NW 7 oM7ENnoA+ceNIERDRIVE NIA I` 111.IL.nnDB _H_) rla. DATE REVIww APPD.BY C.r.6..�aa""A..BK LP.E'w.76a63 DECK UNDERSIDE DEFICIENCIES aR.. In WB Bn..L K .. P.IK ce�...NNMM.o��.lERmmR�ueB6616s I TYPICAL CONCRETE PILE SPALL I ,'... FFBW END BENT, BEGIN BNIDOE -_] _. --- _� RAY _.__- _ SEAR -All/ NATE OF TER —TRACTOR SHALL INSTALL A TEMPORARY URBINTv BARRIER AROUND BENTS NO. ] THRU NO.3 DURINO CONSTRUCTION AND AS PER FDOT STANDARD SPECIFICATION t04. THE TEMPORARY TU1111 BARRIER _OUT SHOWN IN THIS DRAINING PRESENTBA BUGGEBTEYOUT DURING THEO U CONETRUOTION AROUND INT. BENT NO . - SUBSTRUCTURE DEFICIENCIES ID LOCATION DESCRIPTION REPAIR TYPE C►.I Pub] MECOILNERAWDW9ELCW NOIMUTER NARK BPAL TINT IS IT IIEIDNT% T vAE% B' DFEP 'SPAL REPAIR OP-2 PILE BI „E CORNER AND 3" BELOW IGHWATER MARK SPAL TNT ISBT maw x t MBOE x TY DEEP SPAL REPAM O•] PILE HW CORNE R AND 'A- BELOW gHMNTER MARK BVAL THAT 0 IT HEIDHT% P MIOE% i'OEEP SPALL REPAIR CP•1 NE CORNER AT WOIMNTlR ANRR TBPAL TINT ARF IYIIENINT%/'N1D!%1'DEEP 6PALL REPAIR 7-B PILE 31 BE CORNER BTARTNO AT GP - BPALTINTR B'HEgHT%]'NBJE %1'DEEP SPALL REPAIR Pm PILE 3-1 EAST FACE STARTBq AT GIP SP�YGIME 3.DE%P GTI AACK up To I's. m LOBf)AMD Y'MEK:HT%IS- SLIOE %0'DEEP KITH CHICK NP TO I/B'N10E PILE JACKET NORTH FACE AND IT SELCIN CM __INSTAL OELAWNATgN TINT IS 11' HEIGHT %0" WiDE PILE NUMBER ILE/%-% BENT 0 J PILE NOTES: 1. . BEE EOF FOR BPALL R R . ]]BEE—ET]OF]FOR ALEJACKETREPAIR DETNlO. INCEENOBENT PILEBARE NOTAFFELTED BY THE REPNRB, TIE AIE NUMBERS HAVE BEEN LEFT OFFFORCLARITY. TATUM WATERWAY SPIMALLI EDGE OF HATER �. �T EEA1MAt11 L -I EDGE OFNATER �`: RAN NT BENT ] OIL INT BENT ] ALE1 P11CPO LE I 4 /� 0' G/ALE] PILE] 4 9uM lt?-ta rFILE3 S FBRIEUTu E � GL IIRD STREET NO BRIDGE ALEI PILE BI i ALE E � cPN E� I 4 ' PLAN VIEW (SUBSTRUCTURE DEFICIENCIES) BFAWAIL I WDGER F_____ , RAV LEGEND: CP CONCRETEALEDEFICIENCY ENO BENT OEFIOENCY PILE _N SPALAREA ® ALE JACKET EEHI TURNDITY BARRIER P,E. SEAL'. MIAMIBEACH MARADER AL-HUDAK ; --- DEBIO ENGINEER HHIDL RIDGE rvCr TA —�,O.,Waq IIL ..E.T.R JOl-M. PE � yy� � — BY sMB 73RD STREET BRIDGE OVER TATUM WATERWAY eLCw�RKSDEPARTMENT cITY ENGINEER GIISTINA—EG.P.E + Luc J. BANTANA, CHECK R us nne BRIDGE 676732 wBwl R.P. - wPEOIBM NN t i00 CONVENTION CENTER DRNE.MNMI BEACH NCRNGI GTE RL�BIpJ pE NO ]TAN BGLE AB BIOYm F.P.M cN,P»LR�L.P�,P.,momrro�mBBnBs SUBSTRUCTURE DEFICIENCIES REMOGREASE. ON NE OTHER CONTAMINANTS BY SCRUBBING W TH AN INDUSTRIAL DETERGENT OR DEGREASING COMPOUND AND FOLLOW WITH MECHANICAL GLEANING. CLEAN THE INTERIOR OF THE CRACKS WITH AIR UNDER B—ICIENT PRESSURE TO ENTRAPPED WITHN LHE CRACK IUCLUgxp EFFlOREBCENGE. iRETO RATEII—FIETE DOWNTOBOUNDCONCRETE.NGLESS TARN%' DEEP, BY BISHHAMMERING. GRIT LABDNGeUXRIFYING. AROUI- OR OTHER SUITABLE M—NI-MEANS. THE ES OF THE CRACK SHOULD BE VERTICAL OR BEVELED IN AN INVERTED Y. SEE DETNL A. • CLEAR OVT THE LODGE CONCRETE IN THE CRN:NANG THEN WASH THE CRACK OUT WITH THE WATER HOSE. ALLOW THE CRACK TO CRY COMPLETELY BEFORE APPLYING THE PATCH EPOICT RESIN AND ADHESNE APPLICATION INJECT THE CRACK WITH EPOKY RESIN URINGA TUBE OF RESIN WITHA NOISE TIP. PIACE ENOUGH RESIN TO FILL THE CRACK COMPLETELv, SUGHTLY ONERFLOV•5NG THE SURFACE. THEN USE A PUTT' KNIFE TO SCRAPE AWAY E%CERS RESIN, LEVELING THE RESIN WITH THE SURROUNDONG SURFACE, APPLY A LAYER OF CONCRETE SEALANT TO THE REPAIRED CRACK TO WATERPROOF IT. EPDXY RESIN AND ADHEBNE MATERIAL. THE CONTRACTOR SHALL FOLLOW FOOT STANDARD SPECIFICATION- FO IECTION C OF 11, Y NN RESHALL BE A 1 WO COMPONENT IRESIN S WJIOENERI. HOH SOLIDR.LOMFWSLOSITY RNTERNL, HE EPO% • UBE CRALN-PAC INJECTION EPO%Y INTTP:MNAW.6IAONGTIE CO JOR APPROVED FOWL. CONCRETE SURFACE �INVERTED__j BEVEL DETAIL A •INVERTED BEVEL NOTE: 1. CRACK' LESS THAN SHAL BE T}" LCLEANEDAND APPLY CRACK SEA COAT PER FOOT STANDARD SPEOFN:ATIONS BTS, NOTES FOR CONCRETE SPALL REPAIR: .PARLDNLRETERATIDN CLEAN AREA OF ALL MARINE GROWTH. OREARE, DRT AND DEBRIS. REMOVE WEAK OR DETERIORATED CONCRETE BY CUTTING AROUND THE DAMAGED AREA AND DOWN TO BOUND CONCRETE. NG LESS THAN % DEEP BELOW SOUNO CONCRETE, THE WEAK OR MTERIOMTED CONGRETE CAN BE REMOVED BY BUSHIAMMERING, GRIT BUSTING. SCARIFYING. OR OTHER SUITABLE MECHANICAL MEANS. INFORCING STEEL CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE THE SOUND REINFORCING STEEL DURING CONCRETE REMOVAL. IF BCUNIG REINFORCNG STEEL IB CAMAGED DURING THE CONCRETE REMD- CONTACTOR SHALL REPLACE THE DAMAGED REINFORONG STEEL BE SPLICING NEW REINFORCING STEEL TO M-W BOUNO REINFORCING STEEL. IF EXISTING BOUND REINFORCING STEEL HAS SURFACE CORROSION, THE REINFORCING STEEL SHALL RE CLEANED USING APPROPRIATE METHODSIF . FELTINGRISTEEL BY I'� NEW REINFORCING STEEL TO FASTING SOUND REINFORCING STEEL "ALL REFUGE THE DAMAGED REINFORCING CONSIST OF MECHANICAL RERAR SPLICE, THE CONTACTOR SHALL USE MECHANICAL SPLICE FROM FOOT APPROVED PRRooucre LIST. FORMING WHERE NECESSARY, PLYWOOD OR OTHER TYPES OF FORMS SHOULD BE TEMPORARILY INSTALLED SO CONCRETE FILL DAN RE PROPERLY PLACED. REMOVE FORMS AFTER CONCRETE HAS CURED. FORMS SHALL REMAIN IN PLACE FOR AT LEAST N HRS AFTER PULING CONCRETE OR UNTL CONCRETE HAB FULLY HARDENED OMCH EVER TIME IS GREATER), REPAIR PROCEDURE . AS NECEMARv, TEMPORARILY REMOVE THE BULLET RAILING TO REPAIR THE SPALL, CONTRACTOR SHALL TARE CARE NOT TO COMRADE ANY PART OF THE BULLET ANI— DURING REMOVAL, BTORME, OR WHEN REINSTALLING, INCLUDING GARTER., IF THE BULLET RAILING IB DAMAGED WRING CONRTRUCTION. THE CONTRACTOR 11— REPLACE THE RAILING AT NO COST TO THE CITY. IF THE BULLET RAILING NE EDS TO BE REPLACED, THE CONTRACTOR SHALL REPLACE THE RAILING USING FOOT STANDARD PLAN 515M1. CONTACTOR SHALL SUBMIT SHOP DRAWINGS OF BULLET RAILING TO THE FOR AND CITY FOR APPROVA. • FOR PAINT REMOVAL. CONTRACTOR BALL CAPTURE —OF ALL WATER, BOLVENTS. CLEANING FLUIDS AND DEUP— OF PROPERLY PER STATE LAWS. • SPALL REPAIR SHALL FOLLOW THE CONCRETE.PALL REPAIR INSTRUCTIONS ABOVE. MFFIC RAILINGSHALL BE REPLANTED IN THE REPAIR AREA AND DNq ALONG THE INSIDE FADE AND TOP FACE OF THE TRAFFIC • RAILING. THE CONTRACTOR RHALL MATCH THE —TING PAINT AS CLOSE AS POSSIBLE ANO SLMW T AMPLE TO THE CITY FOR APPROVA. FOR SURFACE PREPARATION AND APPLICATION, CONTRACTOR SHALL FOLLOW FOOT.PECIFICATION AOB-152. CONTRACTOR SHALL IT BULLET RAILING BACK TO IT ORIO— POSITION AND LOCATION. CONTRACTOR SHALL REINSTALL ALL • FASTERS PER FOOT SPECIFICATIONS 515 AND FOOT STANDARD PLAN 515— PA. SEAL: MIAMIBEACH 5 MBORHOO° BISCAYNE POINT M:mw CITY MANAGER ALIM HUNK % DEi1GU ENGINEER SRMi1_ N Sdt.BvS gREc*BR. AEGOMFZ, P.E. DRAWN BY eM. 73RD STREET BRIDGE OVER MWATERWAY PUBLIC WDRKB DEPARTMENT ' Mt x,M�o�.m TITLE BRIDGE B76732 Boot Al.. P.r: Lw MAWwrr. NM t NO CONVENTION CEMERORNE.xIANIOACH. FL]31]B Llfn'nNINEER ORIOTIMOOTEGA, P.E. NTc •cLnwu Awn Kv ri._r..r �r�m IPe.ISANTAW LEA �..., Vttro vwA E NG.IOOBI REPAIR DETAILS (SHEET t OF 21 JACKET CONSTRUCTION NOTES I TNE INE BNAIIIIS'....., 11 EITIONA111 IZE.1,111, AMPAW ANAl LOS—- '...T..N.TA".. E71 ..A ANNULARVCID E, I . r AIR IES FROM 3- TO BSif lR_01"1,El,T, IRTIgI 1 11 ONTO FORMS CINTAPAll WATER. FIVER MATERIAL INIAll BE IIEE 1, 1" ONTAINNA _=NT :T E ADTET�I�IAAID `A'l"AT.�EF SC��ET IOA 01 — — — — — — I T" EMN =T,.,W'A TP.,E,=AEWlTlW I'll WgTW T��% AND BNPll RE PNINATTO TO , OR OR CONSTRUCTIONSEQUENCE. �.IKFVALNNS IuNNO I :A' R=�*� .ET 1.1-131NT. _E"l'l'lRFSlT.=-;r.lE ILTA E. "'TRE" ='ME"".E AD V _N Tj= AREAT11SIEENREIT111 III UN E T FILE T I—RETERIE . . . . . . TYPICAL CONCRETE PILE CRACK FILLERBB'V SAINT T"l ll*IAI-1 "IS 11 A I"-I.-RRIIE.1 I IlAll r F . E. SABA STANDOFFS All WTC E T.E CORE W III PAR ONE � ONE BAR 1INTRAIT11 1 TAPE OAll NOT TO DA .. E A=El ... NT P.—R PREVISINIIND T—. CON-1 RE-1 SEE DETAIL 11 1 AANTC—NAl mom. FOISON WIER11 MARINE OR— OIL DREABW IT— A_ WRea . I lIT AND I PUMPPq FORT. NOT aHONRN I BAll—T 11 RIWORIIAO STEEL TO 610 (COMMERCIAL RLA6T ClEA'AMOL PLAN OF FULLY ASSEMBLED JACKET I REIA.I,.A. " AllClllFll,".TE C R Tl== .1 TIT. . %— AND NO .T,. '. "It"1S. OF ST. 1E.1 L11111T . T E OR ON 6 ILACE 11LE IRI AROUND PIE WTN WIFIDMIT 11 TO ASDIAE T.E EDAI 11 PLADE PE'NANIENT,_ ;�7��EO TO VV4IE STC XTUM ARE ISED, 'M SFAOL� ST:DR SLE X� T 0 17D SENT = REMOVED AND RECAST IT NO TO THE qry OFMNxI BEACH. S.wWIt.-ED'ACKETS INTILL W 6 S. SEAL ITI—I MATI AND BOLT 511 MT. AF 110 SEAL BOTTOM OF FORM PANNIT 11-1 —11* 1-11111 -11 AND EATE"NAL AN. ENTIRE 11E DOWIM Uf W. IRE- MAP111 WISDAT WSOA TO PLACING E O_EA FDA, =T ENER 1. FILI 1114IIETABAN OOLUMNAND FORM WT. APPRONED FILM MITSINAL 11 —BAFTER :LEAlAAl I 1 11 Tll -- 1*11 /—A gaRE �ZlrUAI�DF I'— SEFL WID INO IM W, CIT III PAO V .AA..EALWT.F D—AMI :�INLL NOT BE EPTEl. OETAL I MITORNOACCES. PDAT ATMnaovEa X'FS R FORM TO BE FILLED MTN CILAIIIS CONSTRUCTION NOTES WISP 57)FIULERAND ITNl=TlUl REMAIN IN PLACE IS L!-IIE "NE' R PNIIF T."I'D MW *�I.E FILMDIOME. t COMM ISOLTR EBEFORE DO-NATAM 1L1E1.TEIOTNW AND ND E TEDOPftOSIMA1W ANDO.T1 Al: =LLL".N E. I)MONITORING BOTTOM OF LNE DI DONTM'TOI SHALL r—D. SM cLWTH =OUREADTWLLENGTH PA=g=IETI RLUER mI, =E_T=lRETl— OF TPll ":t:l 1=11 I I _MEX BAD "I ROnW v A, LL TO F. = UOT SURFACE OF EXIST CONCRETE PILE A.. STTANBDOBFB BOTTOM LIMINI FRIER.—:CLA"" — — — — — — PUMPING PORT KFTFORMBELLING MATERILL T.�ETE PMEFILLER MATERIAL I r x ir I ERIST. GROUND L �R_INE — � AN.. T.�INGRETE PILE VARIES FROM,R. . NOTE �ET SUE I MCA— THE NCMNOTE P.E. BEAL UCEKF TK COLUMN SWE MAY BE ANEXTERNAL BAND &NALLWORAIMNDTHE JACKET AT IRRE UUNIRMOS—BEFIELDVERIFIEOV ;MPREMBL MATERIALSEAL E—TIDAMAINO THE OONT—TOR. —NIENT OF RETE SECTION /_A",I COLUMN JACKET ELEVATION —E HTS INEIR OFRECORD ENGINEER..OF, RECO:;e: EIQ,.,BRRMODBISCAYNE POINT I ALAA III ..N., ENGINEER 73 D R I sbww conrAft . DMS E �M. P E JE" DRAWN STREET BRIDGE OVER TATUM WATERWAY MIAUIBEACH TITLE BRIDGE 876732 'Awoot NIL— P%p W_ m__ PLO CWORUIDEPARTMENT IINCOWEITIONCENTERDRIE INAM.11— UcTi.) ..I DATE I I I D., I. REPAIR DETAILS (SHEET 2 OF 2) pN Ulm— SWAP L�l DNWAM M&L_ DocuSign Envelope ID: D3C467A5-4625-4A6E-B3956C583EDC7CFB le / LR37 ) THIS CONTRACT PLAN SET INCLUDES( SUMMARY OF PAY ITEMS (4 SHEETS) " ROADWAY PLANS\ STRUCTURE PLANS�`_� r - - INDEX OF ROADWAY PLANS PROJ. NO. SHEET N4. SHEET DESCRIPTION I KEY..SHEET 2 GENERAL NOTES 9 PAY.ITEMS NOTES 3.. DRAINAGE. MAP.. ... W.P.a No. 6122883_ STA1'F OF F1.0111DA — \_. 1 DF11A1 T.\1E.NT OF TRANSPOItTAT1ON — — FV w','' PLANS OF PROPOSED STATE HIGHWAY BRZ- 0006 (12) [STATE PROD. NO. 87000-3656] DADE COUNTY 6__._ TYPICSUMMARY AL "TIONIL.RYOFQARTI - BRIDGE REPLACEMENT' OVER TATUM WAT�RWAY. `f8 _ SUMMARY OF OUANTITIES . r'' - �� SUMMARY _DEALK POFIL E&C7URES9 QUANTITIES AT 73RD STREET q — AM 7 --BACKOF_SIOEWLLK PROFILES. S Y I ee4cH 8. ROADWAY PLAN-& PROFILE - DRAINAGE — - �,LY G-10 _pRA1NAGE STRUCTURES _z „ MIAMI BEACH FLA . 1.1 CROSS SECTIONS a V / Ip -.. MAINTENANCE .9F.7RAFFIC �C ,✓ �1\ o .13 _- UTILITY-ADJUSTMENTS�, > -, aFACH 1 •:{-• H 1 .` �' 'LOCATIf3 OF PROJECT „/ �. JA .. ..APPROACH EOUSS.. v . IS- IB MISCELLANEOUS DETAILS ��` - ty`y <�'` "'- _ l � � � . � ), "`°'• 17 3KiNINGB PAVEMENT MARKINGS .� � �� tl L ! o.oata,t,cx P�.r � T - •� YAS '—� ` ' __.I6-23 SIGNALIZATID.�g0 q �11. °� m i I D (1 '� Re.•xsrons - .�Z I IN +•vJt " •%' � I.te ry gy,yl.n�.A./ e N o R T H I. �/ � `y(1 ., "'•" ,o.s/ aaLL+rr�: `a°o �. •. q.�'\: f .sle+ Pr �..c/�B^`/oao=�6S9. _ t;111 l' ° r / BAY;_ BOR c BAL ARBOUR ILEA }-19 e8 Re% 6f uciu/C Sh/ B-1 (C7CYJ0-31c54% ROADWAY.AND TRAFFIC 06 lGN STANDARDS (BOOKLET DATED JANUARY 1987) p�ry�U - Is.� - ` - 001 STANDARD ABBREVIATIONS @ISCAYNE 'R " 002 9TANDA RD SYMBOLS IP ARIt NDIA,J'CREEN'� SURF6IDE \ ( STA. 3RI42E30- ' ,Y• O Y�Ce O t1001p KHAN ! AS40Cr,INATpE, INS �....�.... I u 6 103 TURBIDITY BAFRIERS �' ,` YILLA�E - PKA w . s.u. 105 SHOULDER SODDING AND REWORKING ON EXISTING FACILITIES T629 / F ,>s "'- a ._„ r 2 S END PROJECT 8 CONSTRUCTION N ;''77��,a. pr J c�It be a>L 200 STRUCTURE BOTTOMS TYPE JBP �\ 'f63a MIAMI �• iesa STA. f4+OD: rxnef w�/fh ,o.• tef Ne, 201 SUPPLEMENTARY- DETAILS FOR MANHOLES AND INLETS ` 6 - �T'.�yT 70o'o-3G59. 20 6 MINIMUM COVER,FOR PIPE CULVERTS I //ygy � s '^✓' j�.:..t.4L' " 209 CURB INLET AND GUTTER INLET SELECTION GUIDE -A- NORTN; ey' • 211 CURB INLET TOPS TYPES S, e B ��1 >C1• .�• B a aAdY ' I� 286 FRENCH DRAINS j VILLAGE P R0' PLANS APPROVED er-0ATE, I E /.' w FIX .2 , y \ Ik9. KHAN, .E. 1. CURB 9 CURB AND GUTTER \ �-' U v -a • "'� �'{ • 303 CURB RETURN PROFILESQO�.•o� •'`a'"rl/-H s""� y� 3ao"""GGUiil•••iii---111 '�l.\ �' 304 CURB CUT RAMPS. - 9"B GS S fi 'J sT 'S• 306 BRIDGE APPROACH EXPANSION JOINT CONCRETE PAVEM :,� g ..� v\ *txnox rs owtcrcA ro Txt asci r.Pr�j'r/s/� {' 410 CONCRETE BARRIER WALL ._ O' a {A t' Dr 45 xts e.Axz xAv .avt toucto �. / I BRIDGE NO 87871T sxtfa. atvaooucr ox_A>�x wsT as �\ /`� G 502 FENCE TYPE 'B' �' �g oxz otAeo wxex oer n4asaLtO wr. 1 j/ 800 EXCAVATION, EMBANKMENT AND GRADING- BIS TURNOUTS 1 '` BEGIN BRIDGE b )1860. TYPE 'C' SINGLE COLUMN GROUND SIGNS .�J ♦ A- STA. II+81. 30 tv Q' ..- / ,sue GO�ERNING SPECIFICATIONS: STATE OF FLORIDA, 11884 SINGLE COLUMN GROUND 910N9 - - BEGINN CONSTRUCTION BEGIN P J l `` "� j'DEPARTMENT OF TRANSPORTATION, STANDARD 17302 TYPICAL SECTION FOR ONE COLUMN SIGN PLACEMENT STA. 9hIQ00 STA. 10 4Q0�, JC�s L/PECIiICATI0N5, DATED I9G6_ 17340 SPg;I'AL- MARKING AREAS - '-0 AND SUPPLEMENTS THERETO IF NOTED IN THE 17319 T4i& PLACEMENT OF REFLECTIVE PAVEMENT MARKERS IN THERMOPLASTIC N - +�% SPECIAL PROVISI ECT.. LENGTH OF PROJECT r Nrrto t, ` a ott ox .i�. O LIN. Fr. MILES RE VISIONS "� R04DWAY1 L 6.00 0.066 3l+r6 /, Y,G, 1, /C, K, a-f ��B-S,s-A.B-T, a_y SAe•7z /,/$/G, B91 BRIDGES '^16L00 0.01I `� "''i aj`. /'•f, 8-.�o,B93s d,t6G,yt C✓ 0-4. f NET LENGTH OF PROJECT 540.00 Q066 S/_ /Ba B-/A•/,f a"/ EXCEPTIONS OOQ00 0.000 a O/Siy.xt/(�'v, sr C•/Y./'� Shr.4, RFV/S/O,yS B•4'IUGE //-/J-df) GROSS LENGTH OF PROJECT 360.00 0.066 O/ B.,'✓za d-1, Q-z. B-S A_L. R-7, 6-f oS(Bi�ixi✓ `=e.J°._\I _ •\\ (_'..•.. j . �'/J, d-/•� /, /} e✓i.+cd a-sa=ee F. D.O. T. DISTRICT 6 PROJECT MANAGER- MR. WALTON BOND v E .a.61-t> �e �mh�/y re...�ud.�/a,ea '�o/wS'_ S/i..��.4e vlsa�!•d-� ee) ,ee,.;.te✓ J /v-as ..be. 1� DocuSgn Envelope ID: 03C487A5-4625-4A6E-8395EC583EDC7CF8 -_ - STATF OF FI'ORIPA. THIS CONTRACT PLAN SET INCLUDES DERklITNIENT OF TRANSPORTATION SUMMARY OF PAY ITEMS (4 SHEETS) - -� ROADWAY PLANS - - -. . ;. STRUCTURE PLANS - PLANS OF PROPOSED) -' STATE HIGHWAY OE ROADWAY PLANS FA. PROJ_....NO. -, BRZ-:0006-02Y':.[STATE NO. 87000-3656, _ 1 Ot ADM ..;,.- SHEET NO' SHIRET-DESCRIPTION `t KEY ;lXEET. .PROJ. DADE COUNTY + 2 OENlRAL IIOTE3 B PAY ITEMS NOTES 3 PRASIAGE YAP 4 -.. TYPICAL:.S[aTNIN9 _�''yA` .:S.r :. -.. �. _ ... -. S s ,�. 6 BRIDGE REPLACEMENT OVER -TATUM WATERWAYA. ,_ W'/,,,. _.SUMMARYOF.QUANTITIES F ##._,r-a+%�. MAflY OP.DRANIAOE STRUOTNRES S QUANTITIES 4 AT 73RD STREET MIAMI' BEACH; FLA. L oawrw flEACR. - z al .br__p +i ti • v+ �11 FNON TM �I M I A M R+m,.17 c -� y. fcs Lind[ Agrd.✓rae, _ •�I v f s/rassitxx ,Prof. SAY; BALaI�ARBOUR ,;� 11 MILE II��, ATEB JANUARV IRRTI ... - K3DD2 :.9TTANDARD EI �'c',r�j;� �4y. '- A -, S . -- PiRK• CNEEN• URFSIDE ' %.W �vIEL�A�@ STA. 12:42.30 61OON1'NIYN [ABSOCM.a.DIN 5'.<y �6�� "B•:'."'F. A..�°'�„'{,i`w'.: , S #!' - ( �•,[QO _�SYAIBOLS TURBIDITY BARRIERS 4ARRIFR3 _;„' ...rk ICb SHOULDER SODDING AND NEWORKWa,ON EXIBTNMI FAOILITIES ,�;= ° Ters , .. Teas ` 1�, , - Y _ . .:. r Tars END PROJECT 9 CONSTRUCTION iaas 6 .6b ... �:: ✓� _ATRUCTURE.BOTTOMS'TYPE JGP -- 21y1'"SUPPLEMENTARY DETAILS FOR MANHOLES AND INLE�•� 7�,[vys'T'• COVER. FOR PPECULVERTS. �.' MIAMI t SHORES- °" •" - B7oo 3GSJ/: _ - _ �� - g 3)•906 .MINIMUM �. 209-CURB INLET GUTTER INLET aELECLION DUNK .,��,,V//VVLy' y PbgTA - NORTH ' �g>aaAAY �� ,- _-• .. € 211, CURB INLET TOPS TYPES 5. 1% �' vl AGE ly ROADWAY PLANn APPROVED BY IATEL1 g " Y ' 1286 FRENCH DRAINS 300"CURB S CURB AND GUTT$IE,• +�• " v �I M6,. - 303 CI�URB RETURN PROF1LE3.i<, _ r y tH w ( _304_�URB CUT RAMPS 1 s Q ,�.�D5 BRIDGE APPROACN.E,[/1Y4K)11-JMMT CONCRETE PAVEMENT - A" iP° �0 _ �¢ s '+ �S I.O CONCRETE SARRI[tiylkgK .. _ 402 FENCE TYPE 'B ,n - .. ... J I— BRIDGE NO._RTS71T [[[MRfouC OR[ —T C. cors�nER[O'MN[ w Ra uu[Ow,. . ,.-, . SOO EXCAVATION. EIIBARK[RM[ AND GRADING als / a. '. 615 TURNOUTS >f' /IB60 TYPE C° SINLEI�MN GROUND SIGNS �3 yYII BEGIN BRIDOF, STA. IIt01 'A - gOVERNINd. SPECIFICATIONS! STATE Of FLORIDA, JIMA SINGLE COLUMN GROUND SIGNS ' BEGIN CONSTRUCTION BEGIN PROJEC DEPARTMENT OF TRANSPORTATION, STANDARD I7302 TYPICAL SECTION FOR ONE COLUMR SIGN PLACEMENT STA',9.I000 STA. 10 f4000 SPECIFICATIONS, DATED— 1968 AND SUPPLEMENTS THERETO IF NOTED IN THE .. 1T346 SPECIAL MARKING AREAS ®•� ECi. sPEaaL PRwlsl 1 -.. r 17562 TYPICAL PL MENT Of PAVEMENT MARKERS 1N THERMOPLASTIC LENGTH OF PROJECT sueM rr[o ar '.. b ` , cV/IONS, � IN FT MILES i . ROADWAY 600 0.066 �y `• F S3(wlr' b�'4I/f; .A', d-sC a -a bs, B.G, b7 d-9 9•f�•fa I, ii /[Bvz __- 6RIDces ..;Iel.00 -.- ,.':•. O.G I -I. _ r , � 8-✓e 8-/ N.tEi./.r Q+¢��(,Y,�ypd V+ATb7� B-At d/f r 3E G-_-_- N[T. LENGTH OF PROJECT 1_ 300.00 QON na "o+eo nTE B-ir/A• f eeR�s �20/D/S'iJnvl�.Qev/.sec/'7'/•'B7�i t/f•r<t) EXCEPTIONS 00000 0.000' - F p - L - RFk/•S)bN5 B.TIOGf //-/S-Pf.) GROSS L[NTN Of PROJECT 360.D0 :06 oNIN eTRATOR FE�q� n .Ar .a.semaan. B.•.Vj./d-a. B•S,OoP, R-T. B-f S of� (r//s��•qq , .I... B•/� Aey./, CV/duC/ 2 1D'yG /.QO. T.-DISTRICT 8 PROJECT MANAOEq MR WANTON BOND ... IP/ +. �. p/.r(./y rim/s d./-/>ae •mod y. si xeAaPvi3ec�•d-/-da) /e��,a.e'.�-�r.ea, -,.h<. , ; ,,.q-rn•�;tFinava dfJ _ " DocuSignI '.nwlope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 �y p_q/a 4EP.+y L'e-.reo eyw,as c,./ Rer. 4 44. Gx o�c.awGG LeN6 rN Flew B.Elce4 -7- __ _e-- Are CN srLK F +v+v�s L/�G - Y�SgB 1 cB eNc. Slne //4K1 euE r. c+P re aG ex/Sr• c.1P. r'e of RePLAG60 REPCA<60 4 " 9� 1 1 I L D"vlxsNG BOGYs;Riff SECTION B-BIF r' L 9x3< - �� - calf• SCAp Ileaa/re9 CryI•) '//e /6_ /ate/1e L-/ x -oVC'KALL -Ce/Yf n✓.CPS /e r/Nf A EXISTING BRIDGE X-SECTION EXISTING BRIDGE ELEVATION (WOOD CONSTRUCTION) — . 1 uoTe a•y g%µFly( Y AM/.ITPRY *Ex it, WJ/. TI IBgNMu Of 6UkFJ IDE -. AL*O /R0v10E ,0ARRIBR4 A(MIPWr 04nr TIA AW16 NI(WNail 064+T W 0115RATIONMO.1-4. GAI¢TItWTIOW.TOIVN �17" /\i•'_M1M,Ix me'r 7T"6 4y0*W— ANY OWA6L *ALA4 +Ift 0/ /RIpfIG FJ.,1 -MKOUGH ►94JT NP.4. . -. pURM4 r,Fl{.TjL11GTIM•/. .. I,K—woMOK MRIt Ie R•L MAY fB Of r.T vO100 h{GUICA. TO TILIIJ(x. YITII EXTE RICAI MOUHTEOI GOR JIVE iKlfTl W "wa TOIL flITA{E $ RESIS7PYTIPS RACKETe. T HE MET14OD OF ATTACHMENT F GdV.TRULirImJ {EWCR uIJE 4WPIJ- BL //RNIAIJ6N1.LY elJfrPRT40 YT BN[IOUE {LAb •iNICU NPNLwgL{. {ee pLTAII. SHAM TEE AP7ICQVED BY THE ENa1FIED'li. MAIM11 "OR 9RACKETS o1J {Mawr 0-Q BARRIER AND IN6TALLATIOH 54ALL BE by CITT OF 5OXF51 E, 241 G" I I OF P�WoS/D � Y7L /OFe. G" A10N P(O• A/o / P,tR r/c/P nws_ P ASS. -$ LbNf- .. rAbCr/O - %X/.ST- e.f/PGe 6KK /�wxwe /OEIuuK d BR/OGG PRro.a savLAc.N� 1 1 .. AAR,t/LAG6S N r+LL 1M.fIueN.fbLrC.eeA �� \ I �A Ex/S>: WseO P/Gsf aD-!" v!W GaM6rRlKT/ON / coltsaver. a reMP• C ryve "6'� /4, GeNL. fuB Y a 4!/b" ' N!W 6ILMKJ�LK e4//ffNR N NEW —c. d!M! —.e+TTce tvc�sL>yPl — /'rf r /e -rk/ST/NQ Woob .6lNf3 rtl R'eMN�N - - II>°resrNessEv G•evc. pCeS— C L LT rrt "n f •'J/1 ��IPoxycH reb xP"rN I/f MLrf lM NY Y"o A C a eN GaCrY Rang• . V VIEW C —C_: .¢+NsrsaL%/ON r ce/vc. I+eS ep Sq LK rXMP. CrYPG LT +•L.. n B r GR PGL! PHASE I CONSTRUCTION PHASE R CONSTRUCTION (INTERMEDIATE BENT SHOWN) (INTERMEDIATE BENT SHOWN) SEQUENCE OF CONSTRUCTION=Y} DETAIL "A" sreeL f,Ir/AoR+K �/L'O�i riRAr/N6 FA4 4D 1/GYnMGG —� r fAM px/L3We/ANLCa F GQe o G 6M/Oe NeL K r� Ci1"A�O✓a Cc br//•Sf e!o O•c se x3 x3 ..6"NQo o.c MOP w�LO re CBX.%3 oP/iL0 wEtO rO w/oust 4¢.Suppa.Yr6o Ar CewC. s OP IeMr vo. /; f.9d4. e=o'o•c �R/eR io /'R^CEEl�/N6 ! FNAX AlEOCHTE& INC. W TM PN+Sei-d GowSr. N A si WIND D /Sid"w& xMbiiry FLORIDA KFARTYYYT DI TRANSPORTATION Iww011r /YAW OT NTRYCTCR[90[NION T. 88Jh STREET BRIDGE OVER TIDAL CANAL 11 37 TO// Tx I-5U/ qCEK R<+.seA Note'A' BX-3 L of N a S 5 79 �] o p " J15 2 •Y (j ( �iA(�a7ASi Jl �ST Q ...r. Bi000 3636 l p --------- - - CES 6 F c al.fTEM �Ifki. � D�pO :+asEi B�gd-3Y,sa} BT d5111 l LI r'-r-t`G11 mns�Ere-- TTc i3T�1L# $7(IAA'3049[ 11 •,e- Y+ ONAN7I7Y ( 7 L: N' 1 1 ------------------------------- lot- 1- A l01 1- B --------- - ------ ------ VCS:LI ZA TION NOUIILI LATIO _ -T'O.l -- ------ j45 I.DOCI L4 On-Oi- --------- .DOD .000 - - .0.0 .9D2 If .AwTi ..0. ( I.90n1 > ' 1 ' 1 IO2 l- a 02 2� .3A AAINT OF TAAFF [C rc SPECIAAL DE30 1 9 1 $_ .D L .OpO '.OD 1.000 T'-000 (v" 2 302 72Y. - LONG H lT£YPDXAA R1�01_-. ipD6 LF EO .000I :QOO „F, A ',OOD 60O 1 000 039 000 ' 2 2 102 75- 1U2 T7- =Ri; CON TNVCTI ON SIGNS 1 - I NTED) CD 3S 0 900 ...0 4220:000 .000 9160 000 2 l.2 ei- N[4N INTENSITY FLASN ING LIGHTS IT TYPE E) �R OC T TENP....I CONC SA¢R ]ER aLL ED I9.O.OD pD00( LF .000 .000 1020.000 290.000 .000f .900 3040.000 23 000 2 2 i 'l03 91- 2'-iVD - LOe 1p - ll- dGF_P S;wE Ni �MAAICENG '18T;,E AY -PAYc MF NT 'RAR%1NO-1SSY_F 71 FLD TIHG TtdtW Ol TY-:BARRi EA �• 280:00p NO I-F 9M 000 ACI .36 'L y A .000 I O-�tl il'090 .000 + 1592 p00 3A0 1 110- 2- _ CL RIN6 L 1 1 I- 4- 1L0- 2- T PA.TNG 13 R 0 %CA f 56 OF EXIST EXCAVATION �SY1 5>7.0001 .D00 1b6. 009 .000 ..00 683 000 • .i I '1 Yr 285 705- 360 ((OPTIONAL 'OASE {Bl%SE F'ROUP 95{ {CmK APP H. 5(_ :. �EA�' CY1 .O 0 SY- 3067 000 OOO - OpO a5.00o ,I¢�Y6'.O _ .00. bQP 6 000 19A3 O8p - 4- 4AAo- °toss y4 tY "cANc YBULxNEAfl) 2 A00 cY opD ip,00 94D 2i A00�• 4 ..R.a D; oop s Opp 1 II 1 A2S- 2- 51 -425- 2- >1 !I NHpLES,110 i NAtJHOLFS IJ T) AI DOOI 2.000 . CO TyDQooO�• 3�.pOpl 5 OOb { 426 2-lot -H-C.S IS _CIAL) ( Ov1 o EAI D 01 1_000 OOD _ 000 0 .0001 5.000 t ODO T 00 1 1 23 S-_----_-T3 CONC p1PE-b1LY ', 1{GONG � � 290 '3D00 z..000 _.0 �9 �-- ', •0b0 1qq¢pA ]� 1 -a30 43D t-32S �0� T''PRE ICLA55 ]Ili US 39/4LF: PIP_-CUI.V ftt SS -S lIY 118 45•}ILF �:.6p T6.04 ( 3� 000 :000• i.000 104 OQO `, al ODD -18� A04 "94i000 1 520 1- 30 Lli ORM IRS CDC CURB L GUTTER (TVF. F) ILPI 4C.- 56.000 .000 -.000 000 11D3 000 1 1 322 322 2 IDEMAL (- iNI 1 1-O C s1DEMALK (6 N3CN1 SY 3.T 010 SV 21.000 .000 .000 .000 .000 000 000 3 I 00 27 000 a 541J3 - 25.: tyv ' nar_+� AspH cD IINc 's IIz.3 � 'Y 26. �0 �aP ~ 3' 29 sAD0 O i 1 9 ]5-, 3•- RELNF'6YT8EL ,(BULKM�w011, PO%YCDATEO) ]L Apap f8 ;gip �Ld.�pe.aoo •' PDD ��s iaC1..F£v_ eT000 3056 CESPJlS-2 l (( 3./�- y,p. fUNI' 6T000 Jalj{)' t.'r1i V"'t IlT � -ri. �- 2,ppp( �ODU 1AD D DE i N l3 SQ T OR LES As >00_ I 32 RU DSIDE S... ISIGN 4 47 _ IA2.000 .000 '� J ,. ..,a:. WRNFf X- t r i` "_• 2 0 T, i ] 1 . C!4-:ll'� i00. T2 f IElOCA7E; I4T NG 5[OA1 IC POSTI AS •000 - fQOq 12 �RE lE`CT1YE PAV KE>1T NARrfER(FL 3.1 (CLASS B9 EA�.:' t9.ApD ;Oi 4aA :tXlliO'TRAt?}Iff BTRIpEr Tr1EANOYLAS !L laF)' LF; [4. 3.DDn1 359a}M .�� .I,TJ .'S.3 * n J�1 ;s$r� i ( � = 000 _3tlD9 b�0 - C[ a 0 1 ice- .DI- _-O 711- a-241 GOLlD TRAFFIC STRSPE THERNOP�AST[C (20^) tF S2.o OI .000 3/02/da �.:kt : k i 92.000 t i� _ GESPJIS-2 ) I. --'-- 7L - ---sn.rorAAr-yr---sSyyaAc- _ -- - n, tar Y A 31 � 1TEN dSfr '.' iI_.. OM 3 1 .2.- 1 ] GAUUlIDING ELECTRODE (FURNISH L INSTALL) /(L I30 DOO 1 630- 1 12 CONDUIT IFURN S E [Ns ALL)(UNOERGRO ND1 ! LF 220 000 220 00 'r f I } 30�-tr "IN T 1'-!CW b35- 1- 11 :IPAi /SI-) tFUNuM C'IMSLAI.t Y.ND+JUIJCT SDN ...FS /FL3 ):' fPUly T iW,p0- SR �f �. 44 :. ` 1A y [ ;a39- 2- 1',: l ELEtTR1C 1Rc ;Si xYmt4R0 R05.090' 4 #.. 33 pOg C 3 ♦T- 36 M ARM COMB vsTD{5 E L 531 GLEI (FLI)I 3a EA .DnO 1 1 000 i1 ry 1 1 t 647- 30 6-�S�Dy?1 1 W R GO 6.STD ISTE£L DOUBLE) 1, 11100 I 1TR FIC '[SNaL 12 STO (3 SECT 1 All EA t o00 AS B 000 1 l A 0 6 COO N i G59- ,SIG AL {IEAO A X]LIAR>'2S (SACK FLA'FES 3 'L i ' f 1 550- 1 iD6..tNDUpYTVE':RODP 64- 2-101 • 0S Ef'JR /py[1 1 1. i[ 'LOQv . gSSPM1M.Y IkBC I G.' r y. ^ 2 r l 665- 11- MED DETECTORI LI I(DET TA POLE OR CABIYET NWNTOI £A O.00n 000 ' �fi I 5 670-1 2-OOU 685-i20 ACT SS CNTRL 55 {F6IIID 1 1S T U ILS RIES ITELFNETR R N CEIVERI 5I 1.000 1 1.000 - - 1000 1 000 >s ) 1 OOA .y 000 5 686-3.25- 16 O- -lR i4Y6T�1{��AIlgJJX LIAR�IES� <��NOIIY�R�3 4�TS@�f 1 MO E: RAPFtt 51GNA1„'iEAO 'A'S"5F.�101.'YY '(,.2i EA 00 fi 1� Sf•t+1�", yS.' i( 1 11 89A- 690- 31- IR9NOYE PBOE4TR•TAN sl GMA1, IRENOYE SIGNAL PEDESTAL ER 2.000 - 2.000 1 VO- SD- IRE N�YE CONTR OLLER ASSEMBLY IRE C E SPAN IRE ASSEMBLY 000 EA I..DOD A 000 E1 / G p [ 00� � (piy06-3ES9C-�1fAVFjf_- :: L P �` 2 tTEx $ �' IT 1LR !, 7070 1[747C I6' :OZD610R_ BTOT9e .e-+t „�5� 1 I 110- - (REUCTURES 3 A 130- 3. S V OF EXIST STRL REM OF EXIST sTRICTURcs 5_-_-_________-_�__ 7L51 - 1.D00� .00J .DOD .000 .n00 1.000 .__ .000 DOD 1.000 I.DOO - i 400- T SP IOGE'R'CtlM1 G7103HI4>iG;: �. K 5 $3ib0A' {. Al- 3II4 OOD 1 -:: A55- }- '2.' ; FREST L'ONC.A[ IAQ DR'L1E 4 .'.wpvyOQ 1 2 t 530- i- 2 V400-1 B < �TAAFFfE VAIS- 1 RIPRAP (SAND -CEMENT) 8R1DGE) RA IL SNG 1FEI I�SIC CLE d IER -el RIl F STEEL 15 ERSTRUCT14aPO%Y CO TEO1 1<Y LF LB 4I.000 I. 000 YS-0 000 .000 ... 000 38♦OOo 1.2. IN6 27114.000 .000 .90C OD i9.000 264 000 ......... 81000 9�SS- 3-+ T: pOESi CD{IC."IT[IlINB L:,�- >�t( ILEi '+��K��p+T�{� •K6 •,,�•iy � •..0 1ee '01#O� T 4 y:4O O t 0. ] i '��ti -LASS- 4-. I2 94AS- 17- ;. .DAL iESF P 1 AS`1 P}'i.E tE$ �tA. '. ^'v :.,. I,�.:l "Y a. I". ':�[�' "$ ,. �°..: kW` 1:00D - •�.00d eT- % / X 1. N Vvipr 19;+7�fr 1..rS ..o-r .�'i . F 1 i L..r { ..F .Y y*i i i' Q 'a 1( 1� rr 4a ':y' `�`: * ikH' d +e:J;+• I •! +Yn" 01 j E , .. �YK> ---- - --- - - -- - - - ' �� NJTEi#i£5-Yi ) �.ta-ia - �. #.�tiT" �i'�Xi;^" k 1 I _ S- ,•� r- r i r v.. ,ri '" '+S' �� .F£rIt ..� ], T4.. DocuSign Envelope ID: D3C467A5-4625-4A6E-B3956C583EDC7CF6 -- " Ir GENERAL NOTES I) Utility Manholes, Valveboxes, Etc. Are To Be Adjusted By Others As Directed By The Engineer. 2) Any N.G.VD. 29 Monument Within The Limits Of Construction Is To Be Protected. If In Danger Of Damage, The Project Engineer Should Notify: Geodetle Information Center Attn: Mark Maintenance Section Attn: N/CG-162 6001 Executive Boulevard Rockville, Maryland 20052 Telephone No. (300 443 -8319 3) Utilltes Owners On Project a) Florida Power And Light Company Telephone No.(305)442-5678 b) Metro Dade Water And Sewer Authority c) Southern Bell d) People Gas 4) 48 HOURS BEFORE DIGGING IN DADE The Contractor Shall Notify All Utilities CALL:1_800-432-970 Within The Project Limits 48 Hours Prior UNOERGROaND CENTERS To An Excavation To Have Utillt Locations Verified NO RGROUND CENTER y y 5) Any Public Land Corner Within The Limits Of Construction is To Be Protected. if A Corner Monument Is In Danger Of Being Destroyed And Has Not Been Properly Referenced. The Project Engineer Should Notify The District Location Surveyor Without Delay By Telephone, (305) 377-5521 6) All Existing Signs Shall Remain Unless Otherwise Specified In The Plans. All Salvageable Signs Shall Be Stockpiled By The Contractor, The Project Engineer Shall Notify Mr David Rivera, South Dade Maintenance Engineer For Removal. 7) BM Datum Is National Geodetic Vertical Datum Of 1929 (N.G.VD.-'29) 8) Grades Shawn Are Finished Grades. 9) Existing Drainage Structures Within Construction Limits Shall Remain Unless Otherwise Noted. 10) The Slopes Given By Typical Section Hold Unless, Special Profiles Are Indicated, 11) All Abandoned Structures Shall Be Demolished And Or Filled With Sand, Abandoned Pipes Shall Be Plugged. 12) The Location Of Private Drives Shall Be Determined In The Field By The Engineer. 13) All Stationing Shown Is Based On Survey Base Line. PAY ITEM NOTES Item No. 102-1 Includes All Items Of Maintenance Of Traffic Not Specifically Paid For Under Separate Items Item No. 102-74 Barricades WIII Be Paid For On The Basis Of Per Barricade Per Day in Use. The Quantity Shown Is Based On An Estimated Average Of 14 Barricades For 240 Days. Item No. 102-75 Signs Will Be Paid For On The Basis Of Per Sign Per Day In Use. The Quantity Shown Is Based On An Estimated Average Of 13 Signs For 240 Days. Item Na 102-W2 Barricades Will Be Paid F-or On The Basis Of Per Barricade Per Day In Use. The Ouantlty Shown Is Based On An Estimated Average Of 9 Barricades For 240 Days. Item No. 102-2-1 Spa" Detour, I - Temporary "Arrow' Bridge To Be Furnished By The Fla. D.O.T. 2 - Contractor To Make Arrangements With Flo, D.O.T. Far Pickup And Transportation Of Bridge Panels To Job She. (Panels are located in Orlando) 3 -Contractor To Notify Flo. D.O.T Of The Dote That Bridge Components Will Be Needed And Length Of Time That They WIII Be Used. 4- Speed Thru Temporary Romp Shoa Be Limited To 15 M.P.H. 5- Load an Temporary Bridge AASHTO- H 2O-44 6-Temporary Bridge Length 99'-2a Measured From t BRG. To t BRG. At End Bents. 7- See Structural Plans For All Pertinent Information Not Shown Here. 8- Temporary Bridge Components Stall Be Dismantled And Transported By The Contractor To A Destination Determined By F. D.O.T All Bents Including Piling To Be Removed And Properly Disposed Off By The Contractor. AN Temporary Slopes, Fills, Barriers, Etc. To Be Disposed Off As Directed In Roadway Plans. 9- All Costs Associated With Temporary Bridge, Including Bents, Transportation, Erection, Dismantling After Completion, Incidental Items, Etc., To Be Included In The Cost Of Special Detour ( Item 102-2-I ). 10- Existing Bridge Stationing Is Aproximme And Based On Field Survey. II - Cost Of Timber Caps, Timber Piles, Timber Bracing, Drive Spike, Bons, BRG le'S , Detour Sidewalk And Cost Of All Incidental Items Provided By Contractor. 12- See Structural Drawings 11 Of 15 And 15 Of 15 For Detour Bridge Details. 13- Cost Of AN Materials And Labor Shown On Sheet No. 12 Not Specifically Paid Far Under Separate Items . Item No. 575-1-4 Cost Of Fertilizer And Water Shall Be Included In Cost Of Sodding. ,- Ilem No. 550-74-3 The Quantity Shown Is Based On Reseting The Existing Fence To A Temporary Location While The Detour Is In Effect As Shown On Sheet 12 And Then Reseting This Fence It's Original Location. p GENERAL NOTES a Pil 5 N A SIDOM ..AN Item No 5331-72 included For Adjustment Of Connections To Existing Drives, Streets, Etc. As Directed - --- By The Engineer. o •eF QaELETE•VM ITFY No. 3.19-I Item No.425-2-51 Shall Included The Cost Of Constructing The Conc. Weir As Shown On Sheet 5. FLORIDA oEKmNENT ID: D3C467A546254A6E-B395-6C583EDC7CF8 y i euRVEr ! OGINITRIICTIDN 1 87000.36561 4 1 TYPICAL SECTION NOTES 1, ALL NEW PAV'T. SHALL CONFORM WITH THE PAV'T. DESIGN APPROVED. 2. THE SUSORAOE SHALL BE FIRM, UNYIELDING AND IN SUCH CONDITION THAT UNDUE D13TORT104 WILL NOT OCCUR. 3. THE CONTRACTOR SHOULD IDENTIFY THE PROPOSED OPTION ON WHICH HIS INITIAL BID IS BASED BY ENTERING THE THREE DOT OPTION CODE TO THE RIGHT S1DE OF THE ITEM NUMBER OF OPTIONAL BABE ITEM ON THE SUBMITTED 810 PROPOSAL. m" SURFACE COURSE a -I r'— BAW CUT BRIDGE STRUCTURAL o — — OVERBUILD TYPICAL SECTION COURSE. XIBT. BASE (TO REMAIN) 73 r4 ST FROM STA. I I ♦61?O TO STA.12+42.30 FEATHERING DETAIL F I VARIES W-0" TO 70'-0' (STANDARD CLEARING d GRUBBING ) I CONMS *FEATHERING RATIO; SO'/INCH RESURFACING TOTAL LENGTH TO BE VARIE6 I DETERMINED BY FIELD CONDITIONS 6 BY THE ENGINEER. IV-0 MMN. !O MA.NEKIBT Nllli—Tf'-0"£M�'A .T�'xiST Y ee'- D' p'-6•Ne' I IS I 6URVEY it E'LlVEL � � 0• 6-0' E'LEVEL I J I � WESTBgR1p I EA6T.. - e• a V _ '--SLOPE 2-1 OR TO SUIT 002'/' 0.02'/' _I PROPERTY J (NOT FLATTER TER T TN AN 4'TNICN SIOEWAL/I eel) TYP. RT 6 LT. � AN L —E%IBT. ASPHALT (TO BE REMOVED) DONBT. CURB B GUTTER TYPE F' CONBT. )'THICK SIDEWALK SZE PLAN FOR LIMITS (TYPICAL LTe RT.) Cp�9t4" THICN CORBY,, 4" THICK PAD OF ASPHALT BASF. COURSE ROADWAY a"SE DST OF A PHALT PAD SHALL BE TYPICAL SECTION IN CC ST OF CONC. CURB a DOTTERwCLUDEO 73N ST FROM STA. 10+4000TO STA. I 1+61. 30 _TRAFFIC DATA FROM STA.12+62.30TOSTA. 14-00.00 TYPICAL SECTIONS EST. 1986 ADT • 3400 TYPE ' S• STRUCTURAL COURSE l I" THICK 1 3 R A SIaD�DIO HA If As OCCW_. IR L ST 1999 ADT• 3900 TYPE"S• SURFACE COURSE 01 )(TYPE S-I"ONLY) IT YOOB ADT • 4BOO N9 0 30 T. OPTIONAL BASE COURSES PERMITTED OPTION CODE n I T 2%, i(dA HR3.1•Ix 4"ABC -3 IBi OE310N SPEED 20 M_PH, ILORIDA GEM* OfTIIANfI0R/ 4/ ( 2 W T.S CONTROL R (TO OE NO �i1 d DowSgn Envelope ID: D3C467A5-4625-4A6E-6395-6C583EDC7CF8 so as TOP OF SEAWALL EL. 4.10 DATUM 6 1.64 NI TIDE 1,25 I-10.66 LO TIDE 6V PIPE I. � 3i 4Y �.. OOIILfPEB L. P. jo EL. &00 TOP OF WEIR /0 _ .. EXIST 12•PIPE Il1V-0.00 Nf•PIPEIN _ tTD Luo - - K fl V NON PERFORATED'IN 5-4 .__ -_JTA. ■i6D.LT.. '... --- __ OOMIT'♦ER OF-' -'. .. _.. __ __ -- __ .- -_.. a 1 COIBT. TY EP-TNT IALT. AI WRN WEIR �.: .... _. FO - . .. L.. .- _ .-.... R 1 DETAL SEE MEET "a 16 IMON KRFORATL1. . ... .. ... NfOEX NO. LOD. 201 a ROTT. EL t-1 5.00 -. f ._' .. _. : .. - ... .(♦ PLAN _TOP EL' 596 I �illn FIPa IaowN w of ^ =mow 1 mw. PIPE INRMKIR. PIPE ' { _ I ..I - i L-D•VL DNOTI DA6' 0. _._.li_._._.l_ ... HIV.-60O #"-rIFL"000_ _ 1 f _IXXEF_10.'MK_ PIPE ` i ..I.- _ _l ..... .. ... __. .. MI[REIIOVED •..� t _ _ - - —TOTE. RAFFLL . - TRLNON �8�!`!H! JI M _.-p YCALE • I' 5' VERT.raaN 0 PIPE A. ID ♦ 90 L.T. CONST. INLET TYPE P-AI' • 6' NDRIZ. INDEX 40. 200, 201, 211 ROTT. EL. (-I 6.0 TOP EL. 4.5_BX-8 SM 6 ITYP) NP6 U030 6'000 MIN. TOP SLAB BAFFLE ITATE NaA ND. N0.T 1 0700O- a80E 8 PLAN MR. *. DARII O IYC.C. EACH ow i - I - SPECIAL GREASE TRAP MANHOLE 1CALC U2'•I'_0. DRAINAGE STRUCTURES S-4 S- 4, S-2 t N A NO010 NUN 6 A.&DCIAIML MC. •v. _ 4. 5.6i v. i• M.4Y- b bAw _ Ry Itl IIORNM 6EIMIMNT ' M IIAN6/bTAtIM DocuSign Emelope ID: D3C467A5-48254ME-8395-6C583EDC7CF8 ._ —__R0 317 40 I --I - SURVHV CONST. STATE PR01. NO. 1 Q ' 17' Pf' I ,lP. 4.01 LIISTAI3.66) . _...' -DATUM 4-. _. - OOP. A96 NIA 6TA.16.741 _. _._____ -- DATUM 5 - S-7 r S- 8> . EXIST. y�Y' R49 •• C.I. WATER- -O I INV. 0.00 S-9 . — I .7 1NVF)0.8 �8 III RPAI-1126 RVI-) L6 !_L,!16•PIK� cOYer. ➢1.L.[ 16•wvE INV'- 0.IS $- 8 1 S-9 B TA.ID 186, 21'LT. } STA. 15.66. WILT STA. 16474. YO'RT. CONOT. INLET TYPE P-6 f.. CONST. WHOLE TY J-TT(ALTA) CONf7. INLET TYPE P-5 INDEX N08. E00, Y01, EI I Y_p• CLEAP TYPE I COVER INDEX NOS 20012011Y11 - •OTT. EL4-) LO' ALL AROUXD INDEX NOS. 200,Z SOTT.EL.f S.S i TOP EL. 4.09 80".Ill .1-)3.00 TOP EL. 4.0 L. _.-_ _..._ .... r. TOP [D.71 COAST. qLK - __. ... F. PINI 0.R 4.OD ATI �.�T11M 6 - $�71_,/U _1spra�/ coNe .PERF TEO).RA VNITIER FORK" 04,11,1111 {. I -- : I [APPLE [OTT [L F10.p _ A TlP6C.13.NL7-"-- .._ t e . t TOPT ELL. 4.1 sOT'sM TOENEL 201leEE CETAI 1•—-__ .—._—_ _..-. .... _ �_ -_. - l LT. ON IeEY -� COIp A. IT. 6KC1Al IYANIgL[ ANT S•6[Lf IR'PR[llpl INONCOOTPERP Alm... -.. _.. .4 •. , WITH GREASE TRAP - PIPINKXm.2E8 L NC. PI _ ..� _ SOTT. EL. (-)6.80 - �..OP. EL, 4. 00- NO" NO. 201 (SEE DETAIL .. _ ON SHEET MO. e) phi^Q — [r PIPE OUT -11LA6KR t LL-E:00 INV 0_RO 18" } II Y � FpKNCNOONRAN ..BTA.124A4, Y3.5 COR TYPE P-7N BT RDETAIL SEE S AIIEET HD QLT WITH W[R � INDEX M 1 I 1 I .. .I. .. _. .. r. _ I.. T0/ EL. 7.6 _ '-7r77 COw6T. SL.F. 16'WK die 1— :.I_- DATU"_ - - -. - -- - —TOP OF SEAWALL . a �.6. «.N,iera — — —- ---DRAINAGE STRUCTURES IF I -- — 80ALEI, -W Tom A.«ox I- . 6r How.M ' 1 P1 . FORMA wollow RE lR2YMIR1IRR . �NPx ...N. _ .:Vusae.•<r. e7 DA �J - - .. :idu DocuSpn Envelope ID: D3C467AS48254ABE-B39"C583EDC7CF8 bx[ET TEMPO ��S�p� l R ► j 1 87000-3656 12 BAI ` END (30NSTR ION 1, AB. T.MEN7 1 X G3iv G 3a YOU 11 ° �r "t's„ ; tiA.1G}7400 r_i�t a II eooF7 71 i ppELOCATI&-RORARY EASEMENT L �• ,. gill 3SJOIZcIR \ - 'f EXteTHO FENCE pA " IN ' • U � ( �'Ei I�III I'w�Il 4 ` 10 •--..FJ _ T" • RKMa � -� .t � wxl�rE2�' I RUCT - MSTRU I�STRATI r �\\L.. a s Ix nxroc n\R:Fs,A'( NOTR M e' DETOUR \ •. . --- — R[MOVE EXIST 9 AS 9NOWN. eEE-_ I 14 R'-C' 1[XMTx10 MVEMENT 5 NOTE MO. X/ B 12 - - COK3T. 5' 910EwALK SM NOT 9 I ( Nt \ ( HARMING TO Bf REMO 4, SU *Y` CLASS 0 CA I CLASS H eARRICAUE9`_� R C- W/FLASI NIO LIGHT I 1 AT NIGHT ONLY R' CLASS A, B B D �� I I tEE MOTE T A 1 g �\� AT 20 C. TO C.1 •. .�� - _ - A5906ANRICADEf ' _ K_'P -_- '.f'.S ,pP DETOUR B :' �* -- 150 FT. .a r NO v �PARNY U _ ANY I S >f >!'1• i"' , 1 TIME HIGH INTENSITY.--� WARNING UX T L— —i 1 p M YPI '1 0KRBAW[0 STOP I j1 CONST END CONSTRUCTION END CONSTRUCTpN e PHASE I GENERAL NOTES PART A (TRAFFIC OP EXISTING PAVEMENT) 1. ALL SIGNING, PAVEMENT MARK INGE, BARRICADES AND 10. REMOVE CONCRETE CURB B GUTTER AND CONCRETE SIDEWALK, I. CONSTRUCT TEMPORARY BRIDGE AND ADJUST APPROACHES WARNING LIGHTS NECESSARY FOR MAINTENANCE OF AS SHOWN IN PLAN, AND PAVE THE AREA FOR TEMPORARY CONSTRUCTIO TO TEMPORARY STRUCTURE. TRAFFIC SHALL CONFORM TO THE M.T,C,S.P. (CASE 00 TRAFFIC OPERATION, AHEAD 2. INSTALL SIGNS AND PAVEMENT MARKINGS, 2. EXISTING SIGNS, SIGNALIZATION, PAVEMENT MAR"INGS,FIRE HYDRANT, II. CONSTRUCT NEW APPROACHES TO THE TEMPORARY BRIDGE. LEGEND LIGHT AND UTILITIES POLES THAT CONFLICT WITH MATCH CONSTRUCTION WITH EXISTING PAVEMENT AND ® NEW CONSTRUCTION CONSTRUCTION. SIGNING AND MARKINGS £HA-1. BE BRIDGE DECK AS REQUIRED AT BOTH ENDS OF THE BRIDGE. PART B (WESTBOUND AND EASTBOUND TRAFFIC ON NEW TEMPORARY BRIDGE). OBLITERATED OR RELOCATED. M T.0 S. P. MANUAL ON TRAFFIC COH'rPOL 12. THE COST OF ALL OF THE ITEMS MENTIONED IN GENERAL NOTES AND SAFE PRACTICES L INSTALL BARRICADES AND SIGNS WHERE NECESSARY TO COMMENCE 3. ALL EXISTING SIGNS IN CONFLICTS WITH THE MAINTENANCE OF AND PHASE I B PHASE II FOR REMOVAL, REPLACEMENT AND CONSTRUCTION. TRAFFIC PLANS SHALL BE TEMPORARILY REMOVED OR COVERED. RESTORATION TO MATCH WITH ORIGINAL CONSTRUCTION, OE NOTES DIRECTION OF TRAFFIC 2. CONSTRUCT FRENCH DRAIN AND DRAINAGE STRUCTURES. SHALL BE INCLUDED IN PAY ITEM NO. 102-2-1 ( SPECIAL E>•� AND DOES NOT REFLECT PAVEMENT 4. INSTALL CONSTRUCTION SIGNING PRIOR TO COMMENCEMENT DETOUR I, UNLESS PAID FOR UNDER SEPARATE ITEMS. MARKINCS A CONSTRUCT NEW BRIDGE.SIDEWALK AND APPROACHES. OF CONSTRUCTION AND MAINTAIN SIGNING DURING CONSTRUCTION PHASE II_ NOTE: S. ACCESS SHALL BE CONTINUOUSLY MAINTAINED TO DRIVEWAYS SEE SHEET IS FOR PROFILE R TYPICAL SECTIONS PART B (TRAFFIC ON NEW BRIDGE) AJACENT TO THE CONSTRUCTION SITF FOR TEMPORARY BRIDGE, I. REMOVE TEMPORARY BRIDGE. BARRICADES. SIGNALS AND SIGNS USED To TEMPORARILY MAINTAIN THE TRAFFIC. S. CONTRACTOR SHALL BAG THE EXISTING SIGNAL MEAD FOR EASTBOUND 2. RECONSTRUCT SIDEWALK,CURB AND GUTTER. PAVED AREAS AND TRAFFIC AND INSTALL A NEW SIGNAL HEAD AND ANEW POLE GREEN AREAS. AS SHOWN. DETOUR - PAVEMENT DESIGN T CONTRACTOR . SHALL REI.00ATE OR Ar,JUST EXISTING PULL BOXES OPTIONAL BASE LBAFEROCN 4' WITH TYPE '3' AS SURFACE COURSE (1 I b k A sG IR xAa RssOCIµ1E . IxC. a EXISTING SIGNS TO REMAIN UNLES:'. OTHERWISE DIRECTED BY THE DETAIL OF SIGNAL HEADS ENGINEER OR AS INDICATED IN PLANS. I A REMOw E AND CUT A PORTION OF EXISTING HEDGE FOR THE CONSTRUCTION rrD 0. s Ill OF 4 THICK CONCRETE SIDEWALK. NEW CONCRETE SIDEWALK SHOULD i R R R R MATCH WITH EXISTING CONCRETE SIDEWALK AS WELL AS EXISTING �C R i PAVED AREA. iY Y Y MAINTENANCE OF TRAFFIC �-�- iLORIOA OFIARMfMT L Of INAXSa0R1AilON DocuSign Envelope ID: D3CI87A54625-4A8E-B395-SC583EDC7CF8 �y '� �E"!' a ",/� w• +o' 87000-3656 `13 _BE61N B DGE h r` L "� P Tj 1• IPA 4 STA.`�g�30 1 j % C�--------PARK__LIEW—.ISLAND_— _ TEr.3 PPROACH SL _ BEGIN APPROACH SLAB f2+62 nXW E(TOBE I I 4 ` J STA. 11+61.30 R', «Y +a0 !ROL DON (TDem 9 .MN 1 /CDRNE E %IbT. IILETi70 -__ O�T2''0PN'EITQSEREM0VED1 1� ;�T ( E'� TOBEREL ay 'THERSrTOR CONsT3'CONC.sw-- .v KREIIOVEOI\ TYPE 'P j R 'P/M �wE(""'TO RIEMAIN �!I, pi \ "• CONST COMC. Cllnbg G S.t.' _ �\ �• - - - C,--- E_7 e% YE NIBT RO BE DSD.Oo' S GUTTER TYPE F' _ ' _ I TD RENAEi 7J{ n1 AD�llB FREN. _ 1 T LN ROOREL _y YYu BT-- 2n�=T� 9 10 D I _ _ _ — — — a TB RENARI raiw. 15 81 B.T _ _ -t_YIT K -_ - - - �- hb'•SC T _!R' TI -. T. B.NOS•bl'Ib'IB eb{.N^i is TO REIIAM ? 9ET N { ♦09.69- 3-4 -_ ^ w `�', «9' 70 TO REMAN b-M o �� QSVRVE ♦11.03 ra. L.C.R. N V17DREWMi i s.;:a •: •.. Z E%IST. q'Pt+E IiO E CCNST. 1O - q - CONST CURB ,COME195. _ REMANI - /nt" worn atM(TOBERENOVEO) _ RELOCATED,^„ wBv'ET1ER ry L PpENCN. 11 ` PE 14`LETIT . TO REMAIN b-� AENAINic _ J 5 1 BEGIN CONSTRUCTIOW, A ''� ^'Y LINE VF.(TO BE �_ ,,a... .• ,I 2"B - STA. 9-10.00,101'LT. OF S EY lTOaf. cO�OQW_ i .. P ,P, LOCATEW r' 'll/W tlNk CONNECT TO EXISTING WRYTo BE RELOCAfEO/ B CONHT. o yN,, 10..76 I Y OTHERS) T E ca"TROL Box (TO BE.0, I 10 II 1 h .t • iEF T'��. �.? .+P.hf �' .wE i'S � - �" w'P..w-�. ..e ..ta..... i• BM 'u 31b. _- -- tlM yMC JCMI3C.LED :N CJNC -- CI.a d CEO -Eh C•'Y VR(AS "tT - - 3 3 CF 3 WE T! Si I IN PR J CT- N W CORNER• Ti _:.3 m.'AND 4 eE csE c. - A+00 I T]. TE =lIn TaTw . STA, 10+aQ 00 - - •DM VA ,oE -v c _ _ _ _ _ eo v_. c._ 011-ENS Avg o s 9s YC _ .-. .. . .._ . -- . tr I .� illb 1 W NN.� _. � t .. - � i.� .. I 120' HORI_. +�y+l., SCALE: I-:2' VER'T. LOW MEMBER - `�••,,, , a w ' PAVEMENT � PAVEMENT �J cN1aTINB oReuNB UTILITY -ADJUSTMENTS :... ........... -_-'__` _-...=}-_ -. `._____.__-._i.-'•f.—,_ '_.--_-_'-_-____________'. __-�_—_-- _ m.. r �I sloDC txhN a Assault INc. .. .. .... _..._.. ..-.__-........_? _... ._.-__...__...-_---..______--_____-bAlyR'RW.l'IA':1♦:Wii'i!R'-.--__...____—.—_.__.._ _ _.. _---_- Myi.+ �y_tG- r y. . : . . . . . .. -'-- Wh6 0. w /IORIDA DEMI1NfN1 , 10 II - 12-. ... ... B I �--- or vANtrotunax ,I hlele7 NNNI DocuSgn Envelope ID: D3C467A5-4625-4A6E.B395.6C583EDC7CF8 1 �`'� 1 _ 43'r r-9• B'-{•Vr SIDEWALK li-r____ _ _ Ib`r B'-4-1/t• 810EN4SLI( I. B.. - _ _FOR BARRIER ALL OWE/ISION9 SEE BEET 8-13 II/2. EWALK Fti"?"'poew ____ _Ib'-r Ib'-0' LII DIDE%RLNN iY•IT7R1 AEY' g' c�11ST, r y2f�dR. 8' =�i DI TYPE IIr�- CIR. IO• .02'/' .04'/' —REINF. IN WAILI.S r �.. .OEY' _I SEE Rb1DWAY 5 A E E T 16 L Y' CLR....II1.�, b•CI.R. B 4- D2 TTPE b201'-rQG fM.t h'E•a8 DI TYPE I ILBI '(;'PI m�•'� �E AIL THE DIMENSIONS B RENFORCEMENT 79 EQ 9P. • b9'-B• ARE THE SAME A5 APPROACH 9LA0 Ne. I eo am$m REFLECTED VIEW AT ADJOINING ROADWAY QI VIEW AT END ADJOINING BRIDGE ® DIRECTION OF ATIONINO APPROACH SLAB NOS.I S2 A 111-A APPROAC H SLABAR. 1 jZ t ADJUST FOR VARYING SLAB WIDTH. SIDEWALK t Dow- E• 91DEIMLK TYPE Ke T E OR T 4 02'/' rt• r .Ot'/' IR trrPl •%--d•71e otY' L � i _oe'/•. � '��IBE lBl 18S L9• 02 TYPE 02®I'-B•O.C./N' CLH (TYP.1 S1� T9 CO. M • ts'-r .�, -paws SI REFLECTED VIEW AT ADJOINING ROADWAY SECTION A —A APPROACH SLAB NO.. 2 __ w-r __ _ S'-4VE' 1E'-6" I4'-8• 614-1/2• SIDlrAL teI DEWAL .OE'/' �� I oe,P r- .OL'/' re 10• .029. - t R. ICON TION D'1.T 1 I _ VERMITTETTED (Tvv) E•CLR. ALL THE DIMENSIONS B REINFORCEMENT t-M VIEW ARE 1HE SAME AS APPROACH SLAB N. I AT END ADJOINING BRIDGE p a�To 1 2- TO ZER. OETAIL'A' T.R. SHEET DETAIL'A'^ STATE PRO, NO. 87000-3858 A OOC(lN S AOS AIA � A 0�17IY 0O' om � oo� om 00 0� oO D�l�.i57+i0t1• om�oo O�EiG3il0o om�0m om��os 4mmcom IK VARIES TO e'-o" LASS 11L CONCRETE C.Y. 680 m REINFORCING STEEL s EPOEY COATE01 LSE. 6410 n • INCLUDES QUANTITIES MR CONCRETE BARRIER WALLS savlelLi••.amw'FRDvcH I__s." T s NIE ME 0 iwaNa.roAEuynl .aKRER as 1 JYNTITIERR `� •—F—N � K L FLORIW 0[FNREEAT DowSign Envelope ID: D3C467A5-46254A6E-B395-6C583EDC7CF8 A _ A FROM FRENCH DRAIN TO OUTFALL SEE PLAN FOR 1Pt San TOP VIEW S 4368"K FOR NV. STRUCT SECTION A -A TYPE P-7NT MANHOLE WITH WEIR NOTE RENFORCING FOR 6" THICK WEIR WALL AS SHOWN. FOR "LANCNO OF REINFORCING DETAIL AND QUANTITIES SEE INDEX No, 200 IS 201 TYPE P-7NT MANHOLE. I I I B 3 I � I _ 4 E.W. X V-S' LONG (TYPI Y I- iRWK NON METALLIC, NON — OgOUT ' �IS I o'•6'LaNw.L1 Va-.1 SINWMI KY N1 4� EPDXYS ITTP.14" B PLAN N. T.6 S'-0- CLASS It CONCRETE pfILLED E SET MEPOIY UT ITT" -trlp /P \ •I Y s•w• a• 1'-TMt' a• ►IPA a• 1-7- 3 SECTION 8-8 N.T.S. 8 $ oo — B an fX/ST. PRDI/AN ? : ` �LYAB/. 61TP//AO 28 — f 1.0 % _ /-- — PNOPOND PROFILE : .�_ 6 ------ ------ 8 $ -Larx 4 — PROPOSED ABUTMENT --= 4 �+ M� A, 6W _ s lu 2 .i — 2 M.H.W.RIF — 1.64 i' EX/Sr. SEAWALL 0— — 0 EXisr. srAwALL I II 12 13 14 PROFILE FOR TEMPORARY BRIDGE SCALE: HORZ.— I'• 20' VERT.—I'• E' ESTIMATED QUANTITIES ITEM UNIT QUANTITIESi, CLASS 8 CONCRETE OPENING IN EXISTING SEAWALL C,Y 0.20 REINFORCING STEEL LOS 64 EPDXY COATED, OPENING IN EXIST SEAWALL CLASS R CONCRETE 6• WEIR FOR TYPE P-TNT MANHOLE C.Y I.0 REINFORCIMS STEEL EPDXY COATED, WEIR FOR TYPE P-TMT MANHOLE LW lob- 101-0• 6- OY Ai" ES �-.¢� j — 6 ♦.— —4 TYPICAL SECTION BTA.I PASSING AMA A ' S T9 ,II� 0.0t R/R. 4 __ '_SEC _4 3 -- TEMPORARY --B SIDEWALK (ASPHALT) TYPICAL SECTION STA.1S.00 TYPICAL SECTIONS FOR TEMPORARY DETOUR 6CALE:HM. I'•S' VtRT.I'.E SI0010 RNAN S ASSOCIATES WC .. .._ T1 .............�._....-.. ,wv_� • A �7.J� FLORNA DEPARTMENT ipn Envelope ID: D3C487A 5-48254ABE-B395-iC583EDC7CF8 STATE PROJ. N0. SNEE fd .ITYIII PUL T FL.5TIC FILTEgwi, fABRIf. NEW.EMIT. N[AWALL SEE ENLANBED OETPIL HOVE SECTION A -A N.T.B. . ESTIMATED QUANTITIES IT UNIT QUANITY CLASS IV ODNCRETCIB.G.DII CD 1 G.Y. IS REINFORCING STEEL (S..dl C.q) EPDXY COATED LSS B30 CONCRETE CAP SECTION B—B 0 N. T. S. DIRECTED BY THE I 1 , 1 �,0 ENBINEFA. N. T. S. 1 I DOWNS NA ♦ 480 I I'- 2' E '12- I,'491DEWALK ♦ 1E8 I4'•0• 1 SEE SH.8-I3FOR I ♦ ♦SS IA'-O• 2 CLASS 5 APPLIED 1.45 BARRIER WALL DIMENSIONS A SVW FINISH COATING NOT SHOWN HERE. C •V.• -. --...-I- 32 - ly4•jE i A� \ e 1-433 A.: �, p� I-45A 2� ..-t D4.PIN t1=I 2-485 Q02'/I . •� PI :END. N.. PI �riTr;1 evl AND sP� BVID To 5VIh - FPp-Te =-Pd'- SDJ R 5 k - MISCELLANEOUS —DETAILS EINCLUDED SECTION C-C ij, Ee, SNA 51�aBrr Nuo aA550�I.TFSI INC BUWnTIES N. T. S. _ APPROACH 8H. I{-�� eD-.T IA•G MAED A.PRN. CONCRETE BARRIER YPALLL READ) niNi%eTUL .. �.♦. s`NEDOLc. AT APPROACH SLAB N. I, NORTHSIDE (AS SHOWN) /P ss luW�C.iie _ AT APPROACH SLAB N. I SOUTHSIDE (MIRROR IMMAGEI ° AT APPROACH SLAB N. 2 NORTHSI DE (OPP. HAND AT APPROACH SLA9 _ N. 2 SCM(DPN&*91RROR IMMA r FLORIDA RA DEPARTMEON NT NT OF IDANDEPARTMEN DocuSign Envelope ID: D3C467A5-4625-4A6E-B395.8C583EDC7CF8 W BEGIN_ PAVEMENT_ MARKINGS B SIGNING - a Q� CONNECT TO "'STING PAV'T MARKINGS « o STA 9+44, fi SURVEY w 7S3� STREET u I PARKIN. 1�I11 \ ANY RT-I iI�I eR•W TIME Iee iIII - —RIR LINE / cfw II I� i R/W Llxf [ SURVEY 4O ITYP. _ 91•NRlCTgN AMBfA ITYR [{'WHIT[ � EI DOW. L� 1' WHIT[ - 4"DOU0.E YlELOW w {'DOUBLE YELLOW 1 W11R[ \a\ 1" WIRE /W LINT -- P Mi lS`TOP�0 8 °•^, EWGfINy1M iI€=Aa II 11 (TO REMAIN) O? u IT 2 +1 1 GENERAL NOTES STING SIGNS TO REMAIN, UNLESS OTHERWISE DIRECTED BY THE ENGINEER OR AS INDICATED IN THE PLANS. 2. ALL PAVEMENT MANIKINS SMALL BE THERMOPLASTIC. SIGNING B PAVEMENT MARKING IECT TO EXISTING PAV'T MARKINGS 1j+92, k SURVEY TREET Ll_ _U RE !4' WMIT[ 15 ' 12• WHITE SANE LOCATION m� AS [MINTINi1TY `).i Y 24' WHITE SAME LOCATION AS FASTING (TYR) —FOR MORE DETAIL AT TV" LOCATION SEE SHEET ND.20 DocuSign Enveb..pe ID: D3CI87A54825-4A6E-B3958C583EDC7CF8 _ • _. _ - . TABULATION OF SIGNAL EQUIPMENT 1 � - lTltt M•d N0. 87000-3L 18 ITEM N0. DESCRIPTION UNIT � QUANTITIES BY INTERSECTION' TOTAL q3 44 45 46 47 46 49 60 5/ sP 63 54 $3 St. P OP. FINAL PROP FINAL PROP. F4 PROP, INAL PRO, NAL PROP FINAL PROP, FINAL PROP FINAL PROP. FINAL PROP FINAL PROP. FINAL PROP, FINAL PROP FINAL PRO INAL PROP FINAL ilGr-/-// LJr7,0 Lf)LLEIT/ON !,/, Avv-S-t 7/H/N6 /MKEMENTAT/ON 6MUN0/N6 ELECTMOE - - --- "-- 6t0•/-/ L.f, /a0' q0 1J0 lie' IN - /W /s0 v IN !JO to. /a0 6s0-/-/t 4wwe7 /(/N,ffAW. (/Np) (1f o p L.F. p - n0 to - - - JO is tr 110 iJ0-/•K CONp///7. (/AYpE[IFl19NNp) t'/YL: _. - _ 2Y/NOU/1 (/N'pEt MYEMENT) /1if !/Np L.f Na /0 /10 K tJ m A70 /[a /7p rJ0 • 1/o 1J0-/•/! L.f. .. L.E W lii tr0 r1a 7J0 - /OJi - - - /aJ, - am - - - - IA7 fa JfO. "' I7a„ tao - 1056 if0•/•/S _ ._ L17NOp/T-/pNm.-%MYEHEN7) t!ZYC :. ist•i•Nt CApLE ("/N /CpNNKf) pf19N.w/" ""Af ILr .(I�/1iNBiCucwr) SMN-1Y//l ANlMd1Y (OYANOWAL) IMN. N/[E AI6EMILY -( AOX1_ f7/LL 'AN,P J//NCT/0N JVAW " r ,. l.! CL t/.. - EA. EA .- _... .IA - - //, - - a0 - - - - - /t - -:. .. --- - .- :-Z __ JJ - - - � Na•I-/// - _ -- q - - - - A".4•//! ,. .I. - :. [ . _ iNd•/p 7 - i!a•/r// t t -. t "- : '1`� - '.: 0 _ - 13 �• . isa-/•K Ir/LC ANO JQIYCJ/ON �pOLES EIECTI dfl4lfY)CE • -. iaa=L/J- _ f/0. _ bSa•/-tp 1r0 -- aas i!9-t•/ ELECTt/CAIsR!pY/LSE, 4W! M %'tqF /p .M � N - ta0 /ro oil•s-If Nf//.•tl ELK7{iCAC1,I10, W, 0/N'ONNQCT PA?L4 .W41Ni)- ELEC7!/CAL /CE � 07NNEC7 (CAd/NE/ MOUNTT _ ,/WLdIM'LbMp/NATION.,: f7ANOA[O iw., A_LM mm"1NATION, aTANOAIO MATT AlM 4wolNA7AON,-- EA EA- 4a. - y J l_ ,r r i^ q� - - - - fIl•//-1f Nf•//•LM .l-.- -. - - - N7-//-N. MAN-AlJN LbAlf/NA7�7ANOA{O - T A!M LbA7d/NATION, 1JANOAeU ";N,HF AIM 007 AI.N. 4W&1lVA1'11lN, f/ANOAlO Amm"mMStJMd/NATON, SIANOAeU _ fA fA. / � - 'J - - ' -" __ K - N7-IL•JK -_- N7•//-J'i 'lA, -.- -- .. N7•//•.#f N7•/FA7 N7-/1•4r Nk//*M HA11 A[M mo p/NAT/ON, IJANOACO MAST AlM IGAa/NAT/OM, /TANOALO HAfT AIH R7Mp/NAT/OA: lTANOA[O NAf7 ALAI CDHp/NAT/ON, IIINOAIO :,- Mf0IAl*F 4f7Mp/NAT/4?N,- EA EA EA. -- -• '' '' - - - -' - - Nle//- N7-/I•SO i17i//-fa AJIa7 A[M L17Mp/NAT/ON, SAMAWIO:- ` MAfI A!M �M//NAT/ON, STANOAIO- MA57APAI MAfT AIHLbM//M%T/OA'. 1TANOAIp._...V.---..:.:. MAfT AIHQ�M_//N,I7/OAv dJANOAIp - - E - -•� ` _ - - _- - - - _- N7�/J-M- - N7•/1.7I N7•Ia-0i - EA - iI7.a.?$ MASJ'few yowdo N,OT/00', fJANOAIO—T _ A .N7-/J•/A7 MAlT A!M Ll7Mp/NA /0N; S ANOAIO • - A- e! 77� tl[af TABULATION OF SIGNAL EQUIPMENT DocuSign Emelope ID: D3C467A5A625-4A6E-8395-6C583EDC7CF8 TABULATION OF SIGNAL EQ eP000-3seis 19 ITEM NO. DESCRIPTION UNIT QUANTITIES BY INTERSECTION TOTAL 111, 43 44 45 4G 47 4B 1 49 1 50 5/ 5t 53 1 54 55 56 P OP, FINAL PROP. FINAL PROP. FIN PROP. INAL PR . N AL PROP FINAL PROP. FINAL PROP. FINAL PROP FINAL PROP N AL PROP. FINAL PROP• FINAL PROP- FINAL PROD INAL PROP- FINAL 64/-/4-J6 own-rf frrf/N /f (mv V) is - - - - - - 44/-Af- 54 R7A6lETf f7rVAI AXF (7Y/E V) _ Ex.- - - - - - - - - - - - 6I/•/J-40 MhrFE7E lrrff# -We (7Y/E Y/ JA _ - - 650•/-/// TLOff/C !/6NAL , /X'OlO (/-f6Cr, /-i/AY) A6. - - - - - - - - _ 650-/-/J/ rrfff/C 1/6NAL, K'67O (J-6EC7, /-IYAY) Ad. 8 4 d d -_ B 4 B ! B d f0 6-/•In rlAff/C 1/6NAL, /l'#O (J-JfCr, f-MAY) Ail - - 6504•/4/ refmle J/6NAL, /i'frO (4-arr, /-19AY pf. - - I I I I d 630-/-0/ rIAFfLC !/6NAL, /!'f/O (f-ffrr, /-MAY/ 65i-/7/ /iOEFmm# f/6NAL! ,I.,wr) 60f•/7t /EOE67l/AN 6/6"Is (!-NAYJ 660-11 OfrfCTOI CAO/NE7 W-/0/• 6/6NAL IWO AUf(L/A!(E! ("rox47E3, J•fEC7.) Eq 4 4 4 I I 2 4 4 4 - t 659-APt 6/6NAL 6J9-/O6 !/6NAL NfAO AY/X/L/ALINE! (JUANEL YMOli) ER - iJ9•pJ 5/611AL NEAOAUX/L/A!(!'! /ALUM/NUM /EOE67rO 659.115 / fv#,VZ NfAO AUI/LLA!/fd (/I'LfN6fd fA. 6 660•hplG /NOUC7/YE L61i/ OE7K1f0Elf EA t - 1 2 7 �fif0•t-A7/ L00/ ASfEMOLY do,- q 4 3 - f 6 - 7 4 660•t-A7l LA7/ A#fMplY AS. I L — _ 2 / I / Kf•// /EOf77l/q1V OETEC7Ol AD. 4 [ 4 4 P - 4• 4 4 687•//t--RM wl-WrfO 101/1 f7frf LPNrlOLLEL AlifA/fLY Af. / / / / . I - bm•//J-qM 'WillArfO b[/0 frArf AMrE17Llfl Af4f.NAlY Ai. - _ _ - 670-11$Wl AL^7UAArfO A9ilO 57Arf 4r#a7LLE! $,frfir Af - - - - - - 670-/Lr-A77 ArM,4rlV ,fiP[/O ITAIE 47NTAWLE! AYGfW&r (,01AvfAw) ff._ 60S.&V "AFAI .4arlim!/f5 (&.esmFrlY 7lAN.K'f/Yfl) EA L-0f-/!O itsam awli/A!/fd /UM/YfISAI ALifPJO!) 605-Ir5 SY57EM qUX/UA!/ES (67ANOOr 5YSAFN !FLAY EA XV-04 ELECr!/C RM'ELEO 5/6M (KANAOUT) m. 690•A7 lEMOYE 7lAff/C f/6NAL NEAO ASfEMfIY EA I t t •_- Y 8 6A9-M KIYf RT rZAOEf7!/AN !/6NAL A#fMOLY EA 2 t • 1 • 6f0•i0 fEMOYE RILE! _ __ _ lEAfOYE !/6NAL fEOEf7 L EA. / I f 3 j - - - !- ,_- I _ - _ -_ _ 3 _ _ 690•J/ EA fA - i!Y/•b _ _ lfMOYE AdA9T A!M .PJfEMSLY 01940 &AOYf COWAVLLEl l ffEMILY Lf0-70 rEMOYf fVlf6r!/AN ffr6C7O! AiffMOLY --- 2 - - - - - - - IV f ",W ffNN /Y/!f AbfMOIY lEMO✓E CAOL/NO I LCNOU/7 E't / / / 2 - _ _ t 69O•A7 I _ - _ .. i9O•/Q9 lEA17YE M/iCfLLANfOUf f/6NIL EOU//M0#7- EA-_- fA 7p7 54•/ 5/6N PANEL /gf7ALLA7/ON/fAtf7 O M/0 IACL. 1/" A9AfI) 700-64-f 5/6N AMNEL /MiIILLA7/ON (JOl fr /5 A7 l0 /ACI. fAFY IlIN6L1 I' I NMI `TPAIIMIDI} OP 1CM".Y )A1RnDN TABULATION OF SIGNAL EQUIPMENT DocuSgn Envelope ID 03C467A5 46254A6E-B395-6C583EDC7CF8 Y. SIGNAL HEAD DETAILS agewL Na ®L4C7❑e 'FzlyAli�dh�l R Y G OO� /-SECT, /-my 4f3-17/ 3-SECT, '-WAY a REQ'D 12' STD. LENS S RE [RED ITEM No, 00.1-131 SIGNALS 4 6 S WITH SACKPLATES 4 REOUIEO R ITEM NO 869-KH 1960 u- u A. M. AND P. M. PEAK HOUR VOLUMES µ -aa- I R LNL/NTS o) LTl U/OATLO BY I� $ MNTRAC70R 47 L`J-IJ�L-I 516ML RINA15 TO BE vMV/OEO -'- BY LDN777AC7OR 6a•!-1 -- A.M. PM. NOTES, 1. DEAUNB WATTAGE FOR THIS INTERSECTION 13 14Z5 WATTS. 2. THE TOTAL REWIRED LENGTH OF GROUNDING ELECTRODE IN7ENEOTON E ISO L.F. AND IS TO BE INSTALLED UNDER REM N0. 620-H S. LOOP A551-MOZY GOZ/O/ SHALL ESE 6' X 30: 4. ALL L&vwl/T SHALL Bf e" PVC UYLEST 071 5AFAYSE NOTED. e. PAVEMENT MARNINGS ARE WHITE UNLESS OTHENIEE INDICATED. 6 iPK A3JLE 72) BE RELOCATED BY OTHERS. 7 MA/N7A/N ANNUAL SN3N70N/ZATAON IWIH 7.f, 77 STAa7r LINT/[ SYf7EM L'Lg17770L /t AT7AIA/ED, , SIGN INVENTORY LEO ENTER EXIT R2-IP01 D3-1 D2•I NORTH R7-107 R7-I Be. SOUTH D3.1 D] M-7L11 R7-I, R7-107 EAET WIIA-2 117-1 RI2-NSI WS-I, R2-ID01, R4-1 Ws-2 WEST RTA A? R7-I Rr-1 T. �o DLRLAf AV ]j�"row R O-4A 4- x if, ♦ ,Iwo'O 11 DWNENf AV D3-1 4L 700•D4 e RfQ'O. 7 ®ST D3-I I$ -A 4?^ mo-e4- L REQ'D REMQVAL 17EMS W-/0 ICA. 70-30 / CA 40 -SO / EA .8 /09 AXAAIS UPDATED AP • A1/OUST /1Bf erATE FRo.lEcr NO. •""• STOW -am 20 17-NLd70 IDI-K+i s•/tD sau sari "-t-1 00-HZ (/l2' R 10 • 7.1130 Jf•f-/l !if// J+-/a3 63frR rox 6 fAMf TRENCH 70•/•/r LM^ lLi1PS c!a/x II ii 11 ' a/r tcsT m II I 55+11 !S4.1/ SaTT MORTNBNORE PARR D � I NORTHISHORE PARK (CITY OF EIIA211 BEACH PROPERTY) II MY OF MAN MACH PROPERTY) E IIIn 63S/•// JSa•N 304-13 EASEMENT I •` _ 657-07 _ aM Llle I I Ili®"� 2 I I I Q � �_— R,,� — TswK♦ ._ _ _ _ R/W LINE DICKENS AVE - II � f SERVICE POINT 1 R'/RfLLL EASEMENT 6'N / M' 5.5, 12 II III S.9.T.T-IAII, II IpII� II 757-t3*76 BUILDINGS . NORTHSHORE PARK / IyI ""' I 1w LEADS 1CITY OF MIAMI 8EACN PROPERTY) Jr -Alt } = yA 'III II I IIIr II I, II n •//• see-N JS-h/1 bt/ 6J0+/3 I I W+/8 III II II O -F/3 ] a T T. , '• - _ P 2 AVOID e-es Jf8 iEM AU NJA7F x 71/-eY �. c/s/ .✓Mf ell —7, f ..� DICKENS AVENUE 9 73 STREET IMTER CTION NTIFICATION CA 5 NO. 327D1 , W WVA� T& ®MAMMAY DocuSgn Enwlope IDS D3CI67A5_-4625-4A6E-8395-6C583EDC7CF8 DocuSgn Envelope ID: D3C467A5-f825.4A6E-B395-SC583EDC7CF8 r _�,•_--a,-r _ _ _ __ _ ___...•R.,,a„ _ ._..._. _..Y.__.__ _ - - W77 x • (TRAFFIC MAST ARM 'A"ON ALL POLES _ ��+ r` �^'-•_--'^ - ---- �� AL50 O• ilqo FDA ALL OTHER N I ARIA6, W TL1. AND 1I110005 l S_ A OR.ENIALGN Of C__= -�•- TRAFFIC GAIN B AID ALL OTHER Af MS. CV T.E•S 52-6' M1JM MTG NET. _ SPREAD B FITTIM6S 1 BE MEASUREC ACWCMWISE DIRECT- _._,_+ ROMM_TRAFFICARV'A ANCHOR BOLT DETAIL "'PI.ES TYPE ALUMINUM ARM" SPUN ALUMINUM TAPERED OWL WINIAIPE Ago-, 32.0NOM MT HGT� �- Y•p ^ l J'MOON FARE gUMPORT wE10E0 IN TOP OF EIFM POLE SINGLE E.K. TYPE' b •-1\ - - - ALUMINUM ANM .aW A "1' - v ._ _ T T ATE -a - -_ fPR RD ATTACHMENT DETAIL' ]1S' NANDHOLC REINFORCING FRAME 0 -- CH-, S A AND COVER ONOSITE TRAFFIC TDIAMETER HOLE DRILLED Ay Aq --- - - DIY. "D' ,' / RPM -A-, TYPE 11 POLE ONLY THOU BOTH TUBES IN SHOP �'�� RED o FOIL LE` E WITH STW, ---��------- ---i-� ,F E COMPLETE WITH AMC. MOTS. 1'1 S D -J-' 1 J C M.0 G4 LIM, ZEO 6'-• lil. VINNER 1� SMPMILLED WITH2 1 • Y NOIt YNRU OIL_\'11 FOR LINE-UP E ME INLETS INFDL[ 1e T L 5C PIC _.SPLI * T F R FIELD' 1" 7 A.C.N. HJLES WITH- ' Ivz ID NUT&ER GROMMET L'•0 1�RM LENGTH T i �'• *ME INLETFOP POLE".ID I_ VEHICULAR GID RIDIM. FOR B'BAS DBASE . FOLEN=LES C,4.,�i. I m ♦ TERMINAL COMPARTMENT COMPOD I HOLE WITH I"IO RUBBERUER GROMMET FOP "I',i2 13'BASE DIMMETEP POLES TERMINAL CO TERMINAL I%'OR HOLE WRH i'1D RUBBER GROMMET 1-h-T'"'PLEX TYR4QEINECTgM20 SECTION TEPMINAL 1 ' a w BLOCN Oyu- FOR WIRING FED gIGIML.-REDO FOR TINGLE MEMBERMRY. ---T I2-REOb FOR TRu88 TYPE ARM _ ,JEW.POI(FLATS 0MY'1 I. I 1 ^Q7 FA. -. .DUS9lTS- ■ }{- _�_ M' BGGMET d M'DIA. HOLE IGFIUPRF01 FM WYNB P[OnTY� --ECTTCY a�Ep•[a I WTTCM i _ _vy.�--- zwMAL fusnwTTaN P�v . "�R i ftll[W -1-�t SIP T.IN Tcl OF FBI& �tE. CONTRACTOR TO F1EL ' R I 'y Is �Ta�'. y' "i_•' .,..�! Q' OA1LL AS REQUIRED _ 11`fl-4`1 B'NANDHERL INEACH POLE y 24i DIA WIRING HERE Ka ARY PIAT[-YTNA:FOM a7' •WW •WELD• 12" NE..EAC BOLT WITH IDEBURREDI'ENTERED DY tT ;.No ( SAE 20 TMREAD FOR GROUNDING 4J'.I] NEN MEn0• OVER 9' CIA MOLE IN �tICAP SCREWS POLE YNLf T"m .POUNDING CLAMP, ROD B IF 1 C■ID'pA AfMf vwlL ••'.. �', •.•;' •C SOLID COPPER BONDING WIRE HE, MAD BOLTS IN STRE.- A,FOUR ANCHOR BOLTS. •,1' 'iI INRNp HOLE E ••_• ` IUMINAIRE TYPE MAST TYPE 1 6 1.: ' COVER W/NEOPIIEME SEE FOUNDATION DATA. - TRAFFIC MAST ARM B ORIENTATION DETAIL GASKET • i•I- SEE TYPICAL STEEL REINFORCINGL L'_ET� HAND HOLE AND IRYETER'A' ARM ATTACHMENT DETAIL TERM RIAL COMPARTMENT OPTION "ll - MATERIAL SPECIFICATIONS I. TAPERED UPRIGHT POLES AND MAST ARMS MUST SE ROUND M C ROSS- SECTION, FAMICA' ED FROM SAE M20 STEEL PROCESSED TO ACHIEVE A MINIMUM YNW STRESS OF 55,300 PSI AND CONFORMING TO THE REQUIREMENTS OF AST. .515 SEE NOTE 1 2. CAST ANCHOR BASE AND HANDHOLE FRAME -AS'. Ala - AUDE 65 35 SEE NOTE 2 3.11-CHOLE COVER PLATE -'I GURGE STEEL SAE '015 4 CAST ALUMINUM POLE TOP- ALUMINUM ALLOY 4>4] - 5. ANCHOR BOLTS TO BE HIGH STRENGTH STEEL 6AVING 55,000 PSI MINIMUM YIELD STRESS 90,000 PSI ULTIMATE' COIIPOPV:NG TC ASTM A516 SFE NOTE 2 9j CLEMA 6 ALL NUTS AND BOLTS .ESS THAN I'B C'AME"ER 10 B! PASS JA•ED STA1USS STEEL �- AISI SOU SE A IES. COMMERCIAL GRADE ALL OTHER NUTS AND BOLTS 510 DIAMETER AND OVER $.A,, :CNFCRM TC ASTM 4 SOIf AND BE GALVANIZED IN ACCORDANCE WITH ASTM ASS SPECWIC-ON A WELDING ROD ASTM A233-CLA55 E 60aA M F a'J FF 9 DAILY NIZING OF ALL STEE_ :OMP:NE'.•S S. :CNFORM '" A S T M Al2! SK-FICATION SPECIAL ATTENYION SHOI:LD BE G VEN T- PARPGv1v" 9A R•1-H COVER: A EA9ANCE OF •• A THE GALVANIZED SURFACE SUNF ACC MUST HAYS A NilSl', BLE JNIFC9M OF AP■[AR NO ENCESS v[ BIALDUP OF :RO55 'A F_uA, AN0 N, 'NC:eTE. 'A fLACx RACE, WITH .,IN SPOTS FAILURE 10 CDMRY .IT ••"ESE REQUIREMENTS WILL BE CASE •OR REACTION q STEEL RATE FOWTAAFP,C ARM C TION TC JPRIGHT POLE ASYM AM NOTES CLEAR, I UMIGMT POLE AND MAST AAM SIZES ARE ASEC UPON STEEL AS CIS -ABED IN SPEC, _I P ICATION-I ABOVE IF CROSS SECTION OTHER T+AN ROV40 S .SF-.: • 5'EEL :THE - THAN 55,000 PSIS TO BE USED, BENDING STRENGTH A• .EAST E. VA,FN" •: TUBE -CNNESS. ' PC.I SHAPES SIZES SHOWN MUSI BE FAOVIOEO BY ADJUSTING WAL. OTHER THAN ROU NO, THIS MINIMUM STRENG'. VLSI BE PROVIDED Y.R000H 1HE MEANEST POLE CROSS SECTN]N 2 INTERCHANGEABILITY ON BASES MUST BE .AINTAINEC. AND BOLT CIRCLE DIAMETER AND ANCHOR BOLT SIZES SHOWN MUST AEMAI. 1HE SAME CAST BASES 1.1 HNE FERRED ALTERNATE TTPES MUST PRC•'IOf GUT COVERS FOP NEAT APPEAPANEE. 3. ALL MAST ARM INSTALLATION SMALL USE A UNIVERSAL SWIVEL BETWEEN 'TE DISCONNECT AND MAST ARM. (4) NO, 4 111 .AS TV. q•RJ i. �.'� 2112 CLEARANCE 161 N0.6 HOOAEC BARS - SECTION A -A TYPICAL STEEL REINFORCING nn•I I war•w Pu. r�e)a/ODL56 P3 m TYPICAL POLE AND ARM SIZE REQUIREMENTS DADE COUNTY1 UPRIGHT POLE SIZE TRAFFIC ARM SIZE CLASS NO TYPE I 1 TYPE II DB•I T'GA 0p'a4Ta'.Ie'O' )w W"a=01". Zf-B' IIG 5,0'a 36Ca WC IIW SCal.]x112'-0' OS-] i.A tCa4DA'aI(- I OS-4 /w 9C15a\'11f'O` TW 9C aSAf a Za-d TDA 6.Ca 3.Y6"N W-C T OR GW,I.A'a IV-Cr DS-5 I D5.6 TGA Be 32C12a-C DS-' Tw i. ."r.2 - DS-B >DA D0167d.N'C• I.*0401'125.9' TW ?A-.SG'1 ' I TGA Zo'a 3.38'12c'-C Og-10 I TGA fN14011%2W-D" DS 1. )W UA''•N'O• ! 1W ILC1T.0:'a Zf-6` 1" GOT SAID., SAID., 30'C TW 6.0"•35Ya 32-C .-. DS-12 - -- -- 30A &0"14p`I2W.O' OS-M - ` DS-IS I]W HO.1Lb'1 N'-C 3W IlC!`..'atV•d 3G GOT.3BO" W`D' 3" 3'3Ya3x'-C OS-16 W. M �a4� ' ]G NCFAWa If-C Dl-21 SDA WHIR;%AV a SEA t01 S9t'136'-0' DW }C•S6■,W-0- 0fR!-3G41ZG'•B.TB-1I9 -0' 13W 9W RC.a •DI'a2f-6- ].A 4D.uz."a'.a' sNyo Tw 2Kalda2L-C Ca-b ' IZA'F&TdaIB'•0' ]WYz:o'laol"Att'•f TG T44%&G= aa6.&o•.6-0-O'Y'.1s'-d -a, �.lGII , 15'-Y 3W a0aLTd1.11 OS-24 ISo'PfTdua'-C !W I]C ta'.219 3W.13DLCOM12fd D'aTT911a'-9' 44 &9e°S3EA'D 05-LS D 70w 4•:"•9TB"Elf-C FOR 64]1Ya=6 Of-t{ 3DM.UD`1f TA -A N'•C ]W NO'1D.n'1 zf•&' 48-C DWIODke R3 25-e as-21 MAUdA i■1 NN'L 3M UCA tOf. ffi-d TOA 41 ]rtC 30A YO e40.2} W �52'd )DA.9.0915Jt'a EO'•0' 09.26 3W.1YA1 B.40 26'-d Ca. as Boom TMI.Ida N'-0` ]w.ltda WON Ye'-B• TG. 104'a4.d.1 a0'-C' ' Df•]0 SGYJ.0 II.te11a'• ]OAYA'AIIf:M12,, 31A R.011B.40'2'-9`,Bf-C TDA 504 144. ab2'C J 3G.12. B.4 2S'-9` j W,�_0. 0T-l1 ]BA p0`.IITBi M'•0' ]aA.tl0'i II.WiYe'�" 1G.9 1428 i34'-C J . DA-32 70AnC11Be1 N'-C ]OA.ISOS1101(2f-6"' ]once & z5-s 7G9041401le'-C �-d 05-]] Ow R011Vd•N'•C OG CC.I lOh26'd OG 12A Nt4 25- W 104804137213f-0' 62-C Df-54 OWAor-rime EO` OTAAIB O,IIMi2B'-d Tw-0.16(3.4�13f•D' 6A,- BASE PLATE AND FOUNDATION DATA POLE DOLT f S P. I ANCHOR DOLT .IOOTINS SIZE CIRCLE OIAAETINLE"TN DIMWM'A D[PMY TDA ■0` II' IS PM:' ❑INS- 21,0• Sw' V IV.• 45" 21`go, NO" 13'K 1MW' 14'/d ]1.0i1 S)Al' 1 Ma' 60• IYD'10" N' I pi4�}E" 11211, IS'1" 3%. $Va. I . 7-6 60' 30' •-0' ! 0► n.o' IB' NAti Iti(' SAY" G2N" IAA" 10' 3G' f -f 36' q 7" •20" I30' 16' N' IIA'y 12 �' IT' 1e4j' 4' BSN• 41N 7' 1a4' IR." f0 t0• 36' IED' at "SAIL• Y! e` S" Y f0' lot' 11'•O' OfA 16' !2" le B• 4• 6' S. FOUNDATION TO a[ CONCRETE" 4,000 PSI STRENGTH MINIMOM 'N 26 6A ,READING t PIECE ARM (SEE TELESCOPIC SPLICE DETAIL) I METROPOLITAN DADE COUNTY I I STEEL MAST ARM DETAIL I N YRL-Y'L fROMAEO �I DocuSgn Envelope ID: D3C467A5.4625.4A6E-B395-6C583EDC7CF8 INDEX OF BRIDGE SHEETS GENERAL NOTES B-I COVER SHEET - GENERAL NOTES - GENERAL SPECIFICATIONS, FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS B-2 GENERAL PLAN & ELEVATIONS FOR ROAD S BRIDGE CONSTRUCTION (1906) 9-3 BRIDGE HYDRAULICS RECOMMENDATION SHEET B-4 BORING DATA 5 CONSTRUCTION DATA DESIGN SPECIFICATIONS DESIGNED IN ACCORDANCE WITH THE 1983 OF THE AASHTO STANDARD d-5 PILE LAYOUT PLAN SPECIFICATIONS AND APPROVED REVISIONS. B-6 END BENT NO. 1&4 DESIGN LOADING, HS 20-44 13-7 END BENT DETAILS, WRGWALLS & SECTIONS MATERIAL STRESSES, ALL ALLOWABLE STRESSES ARE IN ACCORDANCE WITH CURRENT AASHTO STANDARD B-B INTERMEDIATE BENTS NO. 2 S 3 SPECIFICATIONS FOR ALL MATERIAL SHOWN R THE PLANS. e-9 SUPEflBTRUCTURE— PLAN&SECTION IIC• MAXIMUM WORKING STRESS: fIS- MIN6fUM 20 DAY COMPRESSIVE STRENGTH.) B-N) REINFORCING BAR LIST MINIMUM CONCRETE STRESSES- CLASS IQ III• 1360 p.a.1 Vc- 3400 p.a.l SUPERSTRUCTURE HANDRAIL 8-11 TIMBER BENTS FOR TYPE "A' DETOUR BRIDGE CLASS IZ f c • 1360 p.a.l f'c • 5400 p.a.1 SUPERSTRUCTURE SLAB 8-12 IS' PRECASTPRESTRESSED CONCRETE PILES CLASS S f c • 1360 p.a.l Vc• 3400 p.aA SUBSTRUCTURE 8-13 TRAFFIC RAILING BARRIER CLASS IY f e • 2000 p.a.1 ID • 5000 B.A.I PRESTRESSED PILES B-14 TRAFFIC RAILING RICVCLEBARRIER RAIL B-16 DETOUR RIDGE SIDEWALK DETAILS FUTURE WEARING SURFACE, AN ALLOWANCE OF IS IBa par aq. fl. IS INCLUDED FOR FUTURE WEARING SURFACES. B-IB STANDARBD BAR BENDING DETAILS (INDEX 10507 CADDI REINFORCING STEEL, ALL REINFORCING STEEL SHALL BE EPDXY COATED, CONFORM TO ASTM A-615 GRADE 60 UNLESS OTHERWISE NOTED, ALLOWABLE WORKING STRESS 24,000 FAA. PRESTRESSED ITEMS MAYBE GRADE 401f, 20.000PAI.) OR GRADE 60l N • 24,000 RIAI PILES (I6'aq) DESIGN LOAD END BENTS 40 TONS, INTERMEDIATE BENTS. 50 TONS. SURFACE FINISH- CONCRETE SHALLBEFBIISHED IN ACCORDANCE WITH THE SPECIFICATIONS. ALL EXPOSED TOP, BID ITEM NOTES INSIDE AND OUTSIDE SURFACES OF END BENT WINGWALLS AND CONCRETE BARRIERS AND COPING AREAS BELOW BARRIERS SHALL RECEIVE A 'CLASS 5 APPLIED FINISH COATING' (SEE DRAWING THIS SHEET) FOR SUMMARY OF BRIDGE PAY ITEMS SEE PRINT OF COMPUTER PRINT-OUT. ENVIRONMENT: DESCIPTION: SUBSTRUCTURE— CORROSIVE (EXTREMELY AGGRESSIVE). PAYMENT FOR INCIDENTAL ITEMS NOT SPECIFICALLY COVERED IN THE SUPERSTRUCTURE— CORROSIVE I EXTREMELY AGGRESSIVE). INDIVIDUAL BID ITEMS SHALL BE INCLUDED IN THE CONTRACT PRICER LOCATION: COASTAL (SALTWATER OR BRACKISH WATER). FOR BID ITEMS. APPROACH SLABS, APPROACH SLAB DRAWINGS ARE INCLUDED WITH ROADWAY PLANS. THE APPROXIMATE AREA OF EXISTING STRUCTURE TO BE REMOVED IS 1.720 q.N. BULKHEADS, BULKHEAD DRAWINGS ARE INCLUDED WITH THE ROADWAY PLANS. FOR MAINTENANCE OF TRAFFIC NOTES, SEE ROADWAY PLANS. BITUMINOUS MATERIAL- FOR TYPE OF BITUMINOUS MATERIAL, ESTIMATED QUANTITIES, AND PAYMENT F.A. NON -PARTICIPATING QUANTITIES UNDER ITEMS 400-4-5 6 9415-1-5 ARE FOR EXTENSIONS TO BENTS TO SUPPORT PROPOSED UTILITIES. SEE ROADWAY PLANS. EDGE OF APPROACH SLAB REMOVAL OF EXISTING STRUCTURE', SEE BRIDGE PLAN AND ELEVATION FOR LIMITS. OR SIDEWALK EDGE OF SHOULDER BRIDGE FLOOR VERTICAL JOINTS IN RIPRAP g. VERTICAL JOINTS IN RIPRAP SHALL BE STAGGERED- \ SLOPE 1.5.I 8 b SHALL BE STAGGERED 1 _ 0" SLOPE 211 NEW CONCRETE CAP GROOVING: SEE SPECIFICATIONS CLAM& 6 APPLIED FMIBN COATING NATURAL GROUND SECTION THRU SIDE SLOPE SECTION THRU ENDS EXISTING -- - - 81 `I PROJECT SEAWALL 73 ST g _ APPLIED FINISH DETAIL NORMANDY W PA N4. 6122883 SECTION THRU FORWARD SLOPE TO BISCAYNE T BLVD sT COVER SHEET— GENERAL NOTES ( AT END BRIDGE) 795T C4U9EWAV \ rl i X A ami w a al+slr'%11 IXe. KYWAWa FLBAIDA pXMXTKNT OF 11MXEpMTIeIEN A n.I�Vw DADW. W aTAVCTYIWa KXIaX 73RD STREET BRIDGE OVER TATUM WATERWAY RIPRAP DETAILS _ _ LOCATION MAP DADE 87000— 3868 aI.Y+W ar M^M.8 H- Jp gA • .lam ``11 a.r..w� w.v.6. u j.l MS.K JI:HI..c Go r.+,... M.MS I oe In •q.:_�;G IL DocuSgn Envelope ID: D3C467A5-46254A6E-B395-6C583EDC7CF8 20--0- R/W LINE_ BEGIN BRIDGE STA. 11 + 81.30 w-6' w-0• W-S' 14 ----- _ PROP 2-YTEL. DUCTS. CONTRACTOR TO ENS EO ate' CNC'TO N/IYWL� ' TOE Of SLOPE BOLTS FOR TEL. LINE II SEE BNEET B-9 FOR1 FURTKR OETAI1� flEMAIN I WE OF SLOPE T BARRIEq INUE%_YYKCAOO BOREIORDB-1 I ' SENT 2_ _ BEIR3I P. CONCRETE BARRIER WALL SH. B-I3 bEILT.063812 I FBEE e�NBAVDWE 4Y� � SURVV y _ REINE EE�EIEL b I I I o � '„ I TRAFFIC DATA I, I I I IRRPE EST. 198E ACT 3400 a I I EST 1998ADT 39050 EST 200BAOT_4500 _ w APPROACH I D• SO% AWN P BLAB INS,I ' I i r I T• 2%.TIY4W-IT4 OE910N SPEED •20n►R. , ! II I XT ISOF I Y'-0' ITYR) i� PONT MIN. VERT. CLEARANCE M o IER NDEI�Mie{Eapp D p-D• �• R cam EfII RAMMR t - - - T DTK END BRIDGE , APPROACH SLAB STA. 12+42.30 END STA. ¢VENT 12+62.30 YP AP W b G a b' CONST. CURB S M N 1 - SUTTER TYPE'F a 0 NOTE; E. S.TS 8-11 S B-IB TEYPDRAR N' BRIDGES 810E WALK DETAILS. 0' S • ,M i Q b„ BORINO N0.0--� � _ _ - I t �RtYr xNt BEYr Nub I I � \ R/W LINE LWIT OF EXIST, CONC, - t 2• ae SM. ` I \\ IM7T OF NANO \ M CEMENT RIF RAP END SENT No. I SEAWALL TOI F OTIIlNS I V- END SENT W.4 CEMENT RIP PAP \ ' TOE OF SLOPE T \I OE OF SLOPE %INT .—AL` - TO REMAIN L F� IW CUT NE OF EBE BPoD(E—�- - ® AND WALKWAY TO TO BE flCMDVED R/W Lw L ` OVERALL LENOTII OF BMOOE SI'-0' (CONTINUOUS SLABI - • +T2 to.-O. :. 10.0' N'-S' t2'-0' 5'-e` IC=O" 10' 0" BARRIER WWpµL�� I S E SPAN 3 SENT Np.2 ESENT NO 3 BARRIER WALL TRANBmOM J" 1k N - TRIWMTIO S' ENO BENT NOI i 81"CLA RAPO ER RAIL E END BENT NO4 I g• M V y1 ry +10 +10 Sg$ggma d �n! �GitlF A�k �w ♦4.30 LOW MEMBER. ELEV. 6. IA -4.11. 11— _J.3y NFW COND CAP I, NEW CONC, CA I`� g» Ir�TOi I I i� IggT7 REMAINY.L.W. RFMAINL -IC I I LN I.W. EL 11.84 Y EL-OSB I 1 1 E111T CANAL I [�� M I I WNIALLOTORE"IN �16"%IB" I PRECAST PRESTRESSED ESSED =10 VERTICAL CURVE DATA --- I IS'-0' IN. HORU: CLEARANCE I PILES ITYP1 GENERAL PLAN AND ELEVATION. -YO _20 RaYNII1M SIDONI ANAN A MSKIATEL INC. iRA �si is fi:.%»ryi ay n,.xu3 1 ILONNOA 9EMNTMLxT OF —OP—O.N - 30 -so VY;YT RNLs. Sax aw„'NN Aq. MEIN NR „; o";A„R cuv, To NIMEAY OF ITNUCTIMRa 0[alWl 73RD STREET BRIDGE U/ER TATUM WATERWAY ELEVATION NafAOO 1 AMIMnItiKn 9LPBlT OUAROML ,aA DADE 87000-3656 - Y.Y.S. ±IlA EG rRowlv��- ,1 NIA-Iw wr�WV,0. 4 ]b _o+� M.S.K. nl`eefS4, Y d B �3.Z M. YS. 4�30%47 Do-Sige Envelope ID D3C467A5-4625-4A6E-B395-6C583EDC7CFB —its — N., i, I'lyl Ins �+&.: —..., rrp ur•, A , �iG:.. ;� Pr �1yG 2 V 2 v Q Rzoo0 (mile-3 BRIDGE NO ro IrcwlR TO BEWBE - i/ / M_ w� nwle 1 —+ E%ISTIND 4TRUCTUFES - ASSUMED. t RE•FRf N<Lel 'r'� ( ) CONiIOVRATION . \ FO..NDATION DEGIN BRIDGE END HRIDGE ovERALL uNcrx DI3• STA.I1+81.30 1 BTA. IP+�P 30 --- a [. Of�OREN NS',A rI W - UV 0W WINK NYDRAULIC DESIGN NNDDArTA NOTE In. Armo. r• • '.• , .a R�wu• omr a Rx nos a irAwEn n uNr?le nrvanaan 1:: - :... • �, ... � .. : :. 1 .: �N. ' 1 ,c�Rwee F .. unR a RMr rR mlE hcrnn eN.rwuye Nr •door Vo.l IuN•riVAr, er a,�mn•n IM . lecraw N• iM•Irml nf0 eNW • ... - I. I-'.jM - ..: 1 nr tyamell on•,Fu"t.oarx.MMIVNIo1BW'RTNINnRN•UW :ream ... .. ... '....:� _ rwlo .,oaa .N<n cWWa e. oTroa•e. N,r„ . a Ral aan , ----F er• n ., a �. ,.. . :. _—� 'M� --_ w • Er�Er x Duo^ shoe In• I�am .�rvlN rc r. .•n n a.��•e N..� al nleram�c o.r W�ma0 Ba,• n_ a Tna enoe na.,.a o Y.� no r .. :.. .. Manc. nl n. •R au•a•a a '. I ioo wm f••Re•ae ) :........ ... .: .. c.••voR -a F„>I En< nou .N• a •w�.« n . en. x• .Rn.ar n.., a .m•ne•n n •.m a m•a •RYaRxv Tdar •r••aam _ '. ... ... _ .. _.�_--.. _.LOW, MEVAERiL a SO w•aNw u . W, n1onn a4. - - : - - - WATER SI RFA:F ELEVATIONS N N W I N•+ T.Ool )_ 4 N W 1004 'M LW, aineB /INW 1 pp OVERT1=5T F FL00D I FLDTA DA.A Y EVF NT Of RECM10 DF SION FL000 BASE FLOOD ODREATElT fL00D. e( M c...NEV I C'S 11iF11Mt�AIL AVE T AVERAM VELOCITI IIVS) . .I-�- F ♦ I %) _ $RE QVEUYE I�•ROB.1 n E. .. .,-� -- R� F EOUENCrI R' HYDRAULIC RECOMMENDATIONS , ... 1 FF.. Er -{, p. - ..IDUMD LINE.ALOROQ r _ NI ES \ASS iF; IMG R BlA MOi4 Se"O ui•i. •i ni"y I BfGIN BRIDGE STATION END BR�DOC STATION IE+•4 SNEW-ANgR :_. :.. .> j. .... _: I ... —• — SE 2 CHANNEL SECTIOx' (STATION EE BOTTOM 11 ELEV BIOS SLOOE ,. �'.::' _..- . . .... "....L W .:-:.. 1 �. _.. ... ... /LDRNA OL•rNTY[NT Of TYN\IOIITATWN LIMITS OF INAMMEL ENCAVATION * LT BI. �_ RT __ OW • - "I" ,. \IIRlAlr O/ fTRYOTVR[\ EE/IYI CLEARANCE NAVIGATIp1: xOR11 _ ., ...- - 1. .� __Y[RT 4,M ABOVF EL I.M DRIFT: N01111.—VERY OBL ABOVE EL.=LY 5, SCOVR BRED CTION. . :.. :. ..:•V. C. .. •__•-• SLORE RROTEfTran AAWACRRT To i1RP �RORL'M F41Y1 TMl EI11P[I ATALL CORYLIIB ON TIt! .... ... G ._.... - _ . -. .. — 7O MOTET TH[ LRL Btl - -: —t NF �� ---- --- 1 Dt C ^n G mTFIE ENTIRE IL}RF_R WILL DRAIRJLMHE NNR 9 PILVA DATEO AT BOTH ENDS TYIDEI= wucr A•. ��, THE iBORDBIAlRB ANDDEC orrr1lM MLR. IUN _ — {'I+6D - JPfOO :..I ! E.+ra „•, R MARKS OEOYETiNGy_Edl@N OF EXISTING BRIDGE LIMITS THE. LWTIMENT)®B BTURPIMD SIGHTDISTANCE . : �. 11EJ•ERLGRL GIERYEFDR THE REEMEYOECNBREED ETER12ED.CA LOISCH _LGY YEYB[_ML . ... , - 'j. - -. .: e•ra V LE•LOKp�pl(�YELO.BIIY_fGR TNIIBHI[9Ed18CNAR0E CAMIDT BEOETER4INEO, CANN. DHCN�. uTMWr. B\4nrTSTar NYNNeMAHIa11 �+ �/tIDD�YDRAUL.IC RECOMMENDATIONS, A'w wr`�i RB SO wA 14132 DocuSgn Envebpe ID: D3C467A54625-4A6E-B395.6C583EDC7CF8 pl 10 0 p 1WJ M. -20 _ 40 _60 4 TATUM WATERWAY R/W LRF BORING Nf LT. G/73 ST STA. 1 ♦ 85 BONING Nf I 8 B LPG E TO (W r,, LT, flRO Wa To BRA✓ Fi E AVD IE WTTN 1— Irms 63 45 YJOFT/ 78 YENV VALF BROWN oDDDY vmEsTOXIF. as 76 77 IA' col AwT LT. ARoWWM.N MAY CEMENTED fRNC RIND 4NELL to WTN lRVO 3T/IERA� VBa1LV CEIIENJED. TEAmomwo 46.0' SCALE 1' • 10' VERT. CND BRIDGE ND PROJECT STA. 12 + 42.5 _ STA. 13 s _ R/W LNE ROADWY ''L 731d ST. _ BO RING NE1,2 STAR i.Y fT BB73 ST BORING NI Y S LOD>E LT. BMM/WRN bANT FMIF )AYD WITH JNELL,INF LnfflOaF FKYxWXb O S. S L�A�F, PALE BROWN FIYF SMIO 'IIYnE AOOTO. 5 //Rfl,&1. 8P4W. F/BRAA RUCK, GBHE FAZE e YI LBOSE TO NO/IPACT BRM K1EDINfl JAVD MNIE 41ELL. ~ 9 W1t� 57 /I COIIM. ROU' (lTT'- /Ad) fAEf WWTE TO WRY //Yf BRAWW )RNDY -20 ly �BME 7 B is BLRE BRRY TA MAY N CY L HEfTOOE. = (- 15 14'0' NAM/VFRY ma BR * LM'maRBLK, FINSK/FCROVf, RA)R[.✓ GFnFu1ED. D% -5o a p 1' 30F YERY VALE BKOWW AWOY uroEfYMIF. 51Y N/MOE [EMFYTED IAYD AYO fNELL. 0 TOWUfW 4W -50 GENERAI NOTES ALL DEPTHS GIVEN IN DISTANCE BE" EXISTING GROUND AT BCRINO UDCATIONS. NUMBERS TO LEFT OF BOINGS INDICATE 111—S ON SPOON FOR 12" PENETRATION 1-N" VALUE7, UNLESS OTHERWISE NOTED. PEOMREENTAAGIES TO LEFT OF BORNOS INOCATE PERCENT OF RECDAW OF ROCX SPOON'. I MSICE DIAMETER: OUTSIDE DIAMETER: 2" MANNER WEIDNT : 140w DROP 30" THE SOIL STRATIFICATION IS REPRESENTATIVE OF THE CONDITIONS AT THE LOCATION WHERE THE BORING AIMS MACE BUT COMMONS MAY VARY AT ADJACENT LO-014S. CO T10NS ARE EXTREMELY CORROSIVE. El GFEND F/NE �M1ID AND ORONI//L. ® FieFRB✓1 MUCK A/D PIOE 141AD. - ® FWF !RING RUB fNEL L. ® Y/AIE 14/D, hNEL L, /MlO L:nf>TOAIE FRRAMEb11. �:�FO/VH fR40 R4D fNf_LL. CRVITY. %OFT, SRNOY LNN'fTAVE. ® HAvO, LEf)faTEO >RYO AVO fNE[L N COARL ROG. STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION _REPORT OF CORE BORINGS FOR STRUCTURES 73' STREET OVER TATUM WATERWAY PROJ. NO., 87000-3656 BORING DATE 4-24 / 5-6-86 ROAD NO.. 73 STREET BORINGS BY, J. RESCM COUNTY. DADE SUBMITTED BY. R.I. RASKN n ouwND Mo. NRIIN N0. .� 4 of 18 /Of .� 4/�YB7 DocuSign Envelope ID: D3C467A546254A6E-B395.6C583EDC7CF8 N PLAN SHOWING FINISH GRADE ELEVATIONS m —F OF PIL[DEND Oi PIE t DP PILE DINT. J BSSSI . . DENT N0.1 BTA. 114 BLBO SENT NO. t .I> }46Q1'�— NNT N0. S ♦tsA END BRIDGE �� Q OP PILE D ENO IA. It ♦ 01.5 ___ __• S �- PILE LAYOUT IY I P.S.L.) I SURVEY i E ROADWAY B FILE TYPICAL SECTION THRU ROADWAY (SNOWING LOCATION OF FINISH GRADE ELEVATION POINTS) NOTES: or I. ALL PILES ARE PRESTRESSED CONCRETE PILES N1'SQUAWE. FOR FON DETAILS OF PILES SEE STANDARD SHEET INDEX NO 3400. 4. LOC TOF BATTER PILE AND FOR DIRECT" OF BATTER /-/I SEE SEE SUBSTRUCTURE SHEET NO, B-S. IM 0 ILAS PILE LAYOUT d CONSTRUCTION DATA [ R A SIQYQ NNAx L AS=.,EL INC. '•� noAloA oAnllmxr or ruxEronrarxN, An.Aw wlWw or xrxucYuxTA o[NAx fl xtvlxAo aLAx n ;r,.jTM1L 73 RD STREET BRIDGE OVER TAMM wrERWA T.•Fl,e A;I:NT .. .wn'^ _ _ nox.l.o._ DADE 87000- 36'S6 x.A.Nw Y.YS_ A if.1SL ��I�•Ll ' y1..:ulk Y.S.R. 4 ro SL — Y+r W.KD A'1%)S, NxxrM Y.B.N. 417 84 S of 0 Y.YS. a/"e7 Envelope ID: D3C467A5-4625-4ABE-B395-6C583EDC7CFS _ TL- ' —c FOR SEE , DIRECTION OF STATIONING ,, f END BENT N0.1 - ■L END B N OF STATIONING �,"'• ENO EMT N0. + I I: APPROACH BLAB OUTLOOK 48 DOWELS D I �--- -- SUPERSTRUCTURE I-Iit• B• ounNlE I w 1 IR -I-.-... I If-B- ZL;l BEGIN BRIDGE STA. 11+81.30 III B ROADWAY t'_ w. I 'P N- 0 END BRIDGE STA. 12+42.30 ��STRUCTURE WE SETT B-7 FOR DETAILS ar B M=" [ Ut' 18"0PREST. CONC.PILE(TYR) • ID /MCIS i-0" (DowuSl DI ISA'% 1-8/8" CHAMFER I E'-{•yl' ti BI/E• Z MEMO EXPANSION VIEW C-0 se- So B PNEB0S'-S••SS'-0• SNEET[-T LDEO MATERIAL PLAN ♦I/�' - - - STRUCTME 8 IIOADWAY _ Lt/2- s �• ZEt 41� [LIY. 7.S1 � _ G - CL[K7 SI �1 r ♦ [L[K TSI�I S9 4 - 1 �4 ,Y EL[V. TSS 1 ELEV. 7.I1 -4 • ; ` EL[V Y.I1 ri - M A 2MIN ( 1 ELEV. 7. TEri - - OUTM OF APPROACH SLAB 0.EV. 4.394 r` lLEV 7.71 1 ELEV. 7.71 I Y iL[Y. i.SB I O.OLFT/FT AOL R./FT.' ILlV. B.Bt�4 *84lTYP.) -- 4"T� ---- 2—Cl C44,61 I ELEV. S.M1 / Iry•�-- 1[ITYR1ELEV. S.B4w1S.4B4tEELEV. 3,44*1 SIITYP.) I—of(TYR) 1--b-Bt 4•IMOUI. II" S 10 SPAC[e 10•SN•�•B'-a I ND SPACES ro•S/4*-8^11• I IO SIMtEs q•SM•• t•-/• e ID SPACES 03W.#'-9' I-�DF�IB 11" 4•IM•CIA. ' I ISwBD PREBTRlBBlD �I�Ir �■�I■■■■YY�I■I■_■_■■YY�IY■■f_■I■I■YY■I■I■�I�_�I■Y�IY■I! �■ WE ELEVATION NOTE: Est—Ild OUMt11138 ON 1N Natol WDDlltles fdr End B[Rte W, I54 ESTIMATED QUANTITIES fTEM UNIT OUANTR CLASSB CONCRETE 19U88TRUCTUR[T -' C.Y. 9A7 END BENTS N0. I B 4 CLA881t CONCRETE (BUBBTRUCTUW W NIOWALL FOR END BENTS N0.i S{ C.Y. 40 REINFORCING STEEL. (WlBiS11CT1EM[NOVOIY COATED END BENTS ND IB♦ L~' REINFORCING STEEL IBUBBTRUCTIMEI E%POKY COATED WINO WALL MR ENO BENTS N0. IS{ L[l if c PILE A CAP 4' MIN COVER (TYP) IB' 90. PRESTRESSED CONCRETE PILE (TYP) WATERWAY VIEW B—B END BENT NOS.. 184 ! % ♦ 8101E %MN A A8811TIATEA INC. "f- fLONIDA D[MRTYCMT 01 TMNYMTATIOx D...•... BUKAU Of I1NUCTU[[8 DEBNx 1 1 ]o-[ Hsx OE f NING N4LL aDR4A � i"np"T'°"•w°RD 73RD STREET BRIDE OVER TATUM nlnD Duxrlrnrc9 /-!R iDN T.. ff,r Ra. /..l - _ muxry •eRRm r. DADE 87000- 3838 ---i / 1x a .I..1 4/30/C 7 Envelope ID: D3C467AS4625-4A6E-B395.6C583EDC7CF8---- R S APPROACH eLAs BARMRIER WALL BIFIODE BARRIFA WALL II. I/2• i 11/2"JOINT 1 I iJ 1 BARPIER WALL APPROACH 3LAB 11 AND SIDEWALK 4)pa 8••2-0' 3• APPRDACH $LAB ; AND SIM.ALR\ A 10�DI1, AND SIDEw*ALK 10 DOWELS DI 1 SNI W s vl a r sxz 3 a w 2142 4 SIQ 4' G E — E EIIS .a •-a �. y ,n f: "61 VIEW C+C 6 SECTION iD-D ® SECTION E-E N.T.S. N.T.S. N.T. S. BARRIER WALLS ,AT/`APPROACH SLABS- 73'RD STREET AND 88TH. STREET BRIDGE 64-1 r r-r r .y. d.—Reva04•111 1-3-81TmeT e[rTW Damlrvction e.. sn r+.i _DETAIL 'A', ( For L... NDn m Dt,1i • A- So Sl— 0-91 R»molD.n.m TAIL s sn«r N-e (FOT LonaNan of D"'e Sa{ SnaY 8-0) D.—S. 11, Ht, H3 SEE YIEW C-C Ile a-n rn. er s_xs E•m ` a TV"? M ITval VIEW 0-6 END BENT DETAILS, WING WALLS 81 SECTIONS t ODIp RNAX [ ASSOCIAM INC. La' A� i D[WRTY[XT DI TMNAIMTAnpx tr AU 0! 9TPUCTYPF{ DCtIOx W+AD N w-oMaR' IWEracnx TAIL m ADOPTro , 73RD STREET BRIDGE OVER TATUM WATERWAY D --aYc.EtWXa WML _ INOTEAD OP OUAnOME. _ ._ /-aa raw >,.ffle R.u;eT _ DADE _ 187000-3666-- �� 1 � u •. Y.s.E. 7 of b /.��%� DocuSign Envelope ID D3C467A5- e 4 — I I i 1JJ i 583EDC7CF8 — __7 I r-B• I d-35A' I'-11• r -7 L I L_J J L �L k, IS 9PACE9 E' 6" DC*itC) DI B'-B'wB• j{�I 2'-ICl/E` S RILES B'-B'•sr-0' I/ f r-104E' 1 w'-f- ESTIMATED QUANTITIES ITEM UNIT �CLASSTE CONCRETE 18uBBTRUCTUNEI C.Y. I YEO SIT. BENTS In. E a 3 FBI !'0 GAB MAIN INSTALLED BY OTHERS) Y'Q PROPOSED WATER MAIN INSTALLED BY OTHERS) )Rem B-7 `BIT. SENT a PILES T Sa N TY 4 -CI p 8—4/ MIN COVER 1, aE ITYPI It PA.E S CAP SECTION A -A INTERMEDIATE BENT NOS. 2 e 3 "mom xNAA 1 A—CIA[ES, IN., BRA i'[ix� rt "Si w. iiu,w aril r.oR1oA o[wRnaxr or rRAxaraTAnox fU[[AU Of 1TRYCTUKI O[MMI 73RD STREET BRIDGE OVER TATUM WATERWAYNA ; DADE 87000 - 3656 i UWV M. S.%. se 94 P•+rM W. v. B. 4 to ow.r• N.S.K.T 84 B e1 M♦ �4Z��z, Nrx,...• w: Ign Envelope ID D3C467A5-4625-4A6E-B395-6CS83EDC7CFB Be— (OVERALL 3 i - 4 '' I O r ) P _ N'-S" END SPAN NO.1 EE'-CP NTERYEDIATE''S?AN- t' .F,i� ,• IV-8' Elm SPAN NO-3. r CINTERYEDIATE BENT N0.2 V• ( pINTERNEOi BENT 1m 3 F; - }Tt • d y}. a-TE TI TII TI *e it .. s W ' TTR) sMpl U — pars r . W-a • _ an 9 ra it A E DowaUCTI0xs.".. _ _ (I !§ q AEIN'"atLee $Tan IN eLA. L1.yET.ttPTHW-W 1 3 61gD 11 - BP SPALfe R B • aP'-x'� s ' ItlClTOY OF aLAal t'•r Y'-s" f•e' f'-�� a= NIA. W ITYPI 1 \-a-e6 I a L NOTE•IJ CONTRACTOR SHALL EMBED 2 BOLTS 6 O'-O-CM (J--�_ / AS SHOWN. BOLTS SHALL PROTRUDE I In" OUT OF CONCRETE FACE AND SHALL BE 1/2•-13 HEX HE 11D TYPE Ste S.S. CAP SCREWS, 6. LONG. REFER TO SOUTHERN BELL'S DRAWING BY VTN, INC. FOR FURTHER DETAILS. PLAN CONSNMICTION AND P.O. L. ,. H ITYPI In(TIP) 2' HIe s-ee wNGTRBCTION —T N eARAIER AT NI. — (TIP.) ►EMN71�D11'N.1 0.011/fT TOP aTEEL I e SEC NOTE-1 IABOVE O.OE'/FT �TTRBETMSLM 0TI aide.02'/FT \ _ TI SLAB 4SA1' D•1/r h SOTT011 STEEL iR a a•TE TDP sAM M=SMCEOOB"BETWEEN AD gNT BASS TI. BI Oil BE(TOP BOOM! 7-s0 lND1'- -- ITOPs BDTT.OP SLMI a•N INT.OMM ILI{ TYPICAL SECTION THRU ROADWAY I'- 41/2' V2' -- NCYCLE BARRIER RAIL SEE SNEET B-14 (TYP.) BARMIER SEE SHEET 8-13 (TYP) f DETAIL AVON SHEET 8-REINFORCEMENT $EE a•vr I3-T2 TOP BARB --'"jL3-RS ENO SPAN S-B. INT. SPAN ilm ■ ESTIMATED QUANTITIES ITEM -' UNIT OWNfrT CLASS SCONCRETE (SUPERSTRUCTURE) - ,M"T• SLAB BN CLAS87Y CONCRETE(sUPERSTRUCTURm SIDEWALK 0.0 Nl2B RE(NPORCNo STEEL (SUPERSTRUCTURE) EPOfY COATED SLAB LM. IB7A0 SUPERSTRUCTURE PLAN 81 SECTION a R A uDDIIQ K MAN E ASSOC4 I= efYNWM FLWIAA O M.—T OP TNAxeP611TATgx ti Y..•w eIM[AY GF—ucTWIL1 ofaHW Y/ AW WIR IIrR AM( --- awT Nax onn'vA1RCB-WI"irr""`u: 73RD STREET BRIDGE OVER TATUM V ATERW4Y aPIs11AILTIIYxeYRN _. DADE 87DQ0-3888 u•Ir..w M.M. S. • 411•I Yr M. S. x: 28 6( - 0.+•4 W.v. S. 1f `., 428.1, F+.+.M Y.M.B. , 7'jNP 4/xy'e� I� DocuSlBn Envelope ID: D3C467A5.4625-/A6E-8395-6C563EDC7CF8 MARK LENGTH N0. TYP STYLE B C D E F H SIZE DES FT IN BARS BAR A 0 FT. IN. FR. FT. IN. FR. FT. IN. FR. FT. IN. FR. FT. IN. FR. FT. IN. FR. Fl LOCATION END BENT NO. REQUIRED LOCATION INTERMEDIATE BENT NO. REQUIRED •2 LOCATION SUPERSTRUCTURE I& REQUIRED 1. rJ I LOCATION RDEBRLK NO. REQUIRED • 2 I NOTE ALL REINFORCING STEEL THIS SHEET SHALL BE GRADE 60, EPDXY COATED. _LEGEND -- 7 • TOP BAN 8 BOTTOM BAR C CENT BAR D DOWEL S STIRRUPE OR T IES V VERTICAL BAN M • HORIZONTAL BAR M MISC. BAR P6• ` REINFORCING BAR LIST C--K-� ni00IG ONAN A RSSOCWES. INC. �i DFMRTM[MT 0• TMNFFYITATIOM ROCTURFR DEAYR s F T3rd' STREETBRIDGE OVER TATUM WATERWAY DADE 87000-3666 A•w.•w YJI.1 s �kYdZ • lw w YA.N_ AItN6► _ p.rrw YIM. } 2! / R. •.•..•�H —Y.Y.G. 41's 8. 10 of Is /4e/3.2 4'�✓Q7 .-4 Envelope ID: D3C467A5-46254A6E-8395-6C563EDC7CF8 a Coo clo-on, rbel/ e 2 // I �. 1�Y i 6'-O' BnnN/one P=4%r B � I _ �1-2-'-6-"roh -"-yy FM,rn GE/eralloa // IB / Do'-, S 9 e �_/� .. _ - _.- ... T e f B.a 0(r") � I I Roodraa Plonr. +P"X'PFX J/ _ _•_ _._. _LL_e 2' 6"* 2 9•. -�' '[ /S 3".. S�se� lYr/Yr �q If' f DJlour Bi'Jye /f�ril'®enl B-earinI -- E D.Iar lrw, B f BeP.M. --- - /p"I S+6° I/p� -f B.'our Tivu 8 f Buar/n - - - - p }' Br} of al/ 2/-J"rime.. Cap e rR it"/ /2"X IP'T/mper Cop " /r'XP/'-//'T/me.r CealMwR L"/ 6" /P"X/2'XPI'//' .top /Noq 'C% .11B ro/Be /B.er/nq,; r4'Lep BM I__- /—+o, 'P - 'i=} '•Lag BMI _t_._.-� J'r p'I !Mork Sj} Brecrnp �.I � tlo/rs r//Aro/oM wo ep.n lTXP/ I /G`TrmR.r Bi i rp '; .- Bib ML~IfE i /Nbre b'•I/r R/ I =w•1 yyM�II S.,I*B%oi1 ' 0 OEMILL 1 I �' �SR.,/W solve Spoc.r 9•o�17.pL A mr add, 0-MotT7R/ aP,'ro Rwnp I Naarof I xew EL UPI enI Werhep/T7p . Inpl I .I T/meer P//er ?rp./ -Er/JI/np I I Breuad LMM I 1 I ErlfId Ground Glne- I - -'f Cop B EPr/w ACdifi-I Pihs mr SupP"r/ BJnI aMy Row I I ' 1_.�r- .—_ I I �- 'Err G'd-ILrne �� , ..:. .. •... .... _ _ __ _ ♦mod �d _ 3'tell. Sp..i-) SINGLE BRIDGE END VIEW _ DUAL BRIDGE NOTFj Pi/o ors requ4M m, RodM suop,tl Bone Ad "W. -dp.. 1. Rd— sopap BJarr - T/ M B E R P/ L E B E N T £ L E V A T I O N S mPDuu�er.,ra - Bopl"or Ena Romp spun_ A PM Baepe-SM 1/N 74 Abd Bid,,- SM. LOAN '- " Ro. n B.p n or end Opour Br/epe - f B'. t.B Romp_.- " See DJIMI A' Rome SPon - iFia-L ear/e" #'B oNnp Prolo "B' eoi, - / •�,"Beer/np Ce I3o DIMIII ,M / /See Ds/e/// No/p'For/oY Sbp. B/LL OF SIP UC TURAL T/MBER X SINGLE BRIDGE DUAL BR/DGE Ar/ON 'HARK SIZE LENGTH REOD FBM FBM A77ON SIZE LENGTH REOD. F FB,H BENT WITH awm A" /2'X /?" 27'-J" / aP55 035/ BENT WITH ACAG "C" O 526 076E "a" 3"X/0" /9'3" 2 0096 "D" 3'X/24'-dPW 4 0242 3"X le 9'-0' 2 BENT "A' le'X/2" 271-3' / 0.255 0 255 IBENT INC °C' 05P6 0.526RAMP SYAW e�j "A' /2"X /2" Ze- 3' / O255 0 255 RAMP C" " 2 0.5 O HolJcr on / P vapor r/me.r Pro Ben; ... 'YMck min.//rem NmN.", PHe un d f a-., sha.. -f /mom.e/el, B.al -c Corulecr Brorm sons, • Bl// of Slr 1-1 T/mb.r }s for One Benl of One Romp Supbo/! only DONom o/Hue S!// �� /o Cop r'M. 4ao ad".. Colt-, / onoH o/s. p.avld. Mod S///ond Slope Piol. c lion AIM Mna/ ro reraln tilt more.../ as Ind/celod /a Derol/ OETA/L "A" PART EL£VA r/0N I /r'xM'x J4 I ' f Brp t A'e cr... chore. I 1 j"/"X6"Bar P L A N re/aee b tlrP R P L A N EL£V4TION EL EVATION BEAR/N6 PLArE. DETAILS (A-36) AOM Conrroclor anal/ Draw.. o// 9... /np P/ero ('A' a -B'/ GENERAL NOTES OESION LOAD FOR PILES. /7 Tone LOADING.' H2O-44 TRUCrURAL TIMBERr/mbe, P//es pod Slrocnlrn/ rimbe, may be I-Mdor,/nlroaMd of I" Dalton of M, Colt -I., SPAN LENGTH' 30' O" m ft/ PAYMENr.' See Roodwpy Pions for pay -I of D.M., ERECT/)N.' The Conlroclor sbo// e/ecl 'hv DrIWrer/d9e m oocorA- f Nomp Supparr .11A IN St eC/I;CprIO.J, Jbese pions, fb. A-wPpne/Bridge TechA/Ca/ eTI,T[ 6 FLORIDA Oe ARTR.N O, TNbNfrONTAT!O HBAdboak"aM 'Bally U./flora Handbook,. --do AVAILAB/L IrY: Aclow Pone/ Bilde, I-Ponenls wH/ be -Hob/. a/ T/MBER BENTS FOR TYPE Q"DETOUR BAIOGE 16. OrMlde D O r SJrucmrol Al-- Snop. S/e./9rrd brldpe f/.or/n9 r///be!..;shed. ,•,,,,,, 1-- 18eyy ,/. DADE Im87000-36/56 w,w.rw AL 4-7 y R A 41*187 DocuSign Envelope ID: D3C467A5-4625-4A6E-8395-6C583EDC7CF8 c oor. a ,r NoreTw HOOKFT' t DE T-AIL i8 �� . BEi�M. • A p1 0 0(TAI� LTYPE ] rPE . rPE a Y,ME ] TYPE B e C [ D 'BC ■ 0 B f 1 RECOMMENDED ENO HOOKS .. N--+1 tYPE N - - ALL UWCES ••.-� . :TT�PE fi lY1E i] itIPE 1[ !h.: - -ID 0 . 6tl 1. •3 1 B B C F.. . - r - p E 9 C i iYrE IB —MINED Or BEM#6 A .KL3 . N '0 •IBA ElF •1. RM I■ 1 NMF NUBFP of o-. . x - t Y .. MUBEtI l/ s•a 2M - 2 BAR # B'B X 0 0 145.. r \/71 ;r �jj 2 SUE. +..GNu'Z {' B .�.: :_-MOT[#TYPE'Ir-WIS BKO'M•�' �'` +'� ''_ NUCfII O C' N N' 1YIIpL r ILRE4 WALL i TILTW TD•, k1T YP_20- %� r - n TYPE 23 : TYP[ 2. •S ] S 11 cor[P -3.'`, i � .J. .:: TYK n PE ;m a c 77 � a.•��a Y ,: # s r •. rs s M. W �,T� t r is t•j�li; . t a •ti$'a�,,., t .� �y t .:: ' � � L_� ` � 'PF, r :•u w # 9r¢sr?it q'� t, u `. �. �' ; � '?_E. ♦T +.' rr.E 2a• �'�ttPE ty ,: {n. . D C 'L.� ..,D C � �` •li 1 ,b� �3r�• •�z-B 4tF = 5' T. p: S � :'�' i A P `MI h1 k L M'':9•b/ 2" . 'f'q` •� : _ ` N j 0 tYPE ]■ �' StriE 8 ND MOON ,T 1 T 'T"1 j B .'J N- 4—TTP[■t rr�PE }i .,F 'tl ;9■ a'1 {:.V! _3-9 ��P +1* ' 1 p� �" # - r °� AA''�j . 'a • rD+mNAu. xi1wT . '�. ,-T � 1`.� T 7' �'yy,, r�jE �'Ylri•-Nn,v � � �` Wn,r B "L BE�#tyNEppE h• _ I[ t II 4.. ,tY ,(� BEfOBIEO " _Vt.. , 'y:. - x - k u:,:: } 4y a '. DRANN STEEL MIPE A,S.i�M. P-B] .. 4 a 'r #`''+ - $'' rOTOL. MINED os naz rwMs A i'5 r {'a• eV .,{L2"'.' '" _ •if s-' A M[ 3T :-.., i_i:.., T i. u._T "" n, ., •�} d` 5. d... u.,: C - si?;1:8?.,BoTT. Of.'C0.WN! Y .''>•„ "• - s� �..-a - xy ,,t.i _ .Fuf x 3. r yR3e, -. .��}. n- i F {-y? _ J. '-0 ZE 7 k .j'y �,�•,'r�}` `. L5 v[ TlR#6. C041 Of CWNEL.SPA[EPS Jr4 i{'- 66�� I • :1. .-j; .i%,$- �..'��:� :*,k `.% �_:' { -`# �'.-..�.kG [ -_� - IUTSYRILICE9E'iSINLL#NE.f LEL�IMIB6TPC.lIXNPPCT _ wr ::ti � �..6 '.E .:'� r{. _ '#-:, { .,i4. 's �i._, , r,..; ,� x �.' .•rr �� '" _ 3;;Fr ,� - ".i-,+: �:,.''' r,'i• ;.. k...,.a ;k`�. .A W,..,- a_ .s ,M: ti a'r .'iT 4•`� -�. "STJ@RUPS";- 6 s_.., 'r" . {� - ,;; �` § ..� ;�:.: 4 _,. -. .•.. .;'- - .TC.ir-. .''t '•.. h�-t'; . c; , :�a-,: 'e IF `:;�i.,,ri° : �,� Y 5:,^'-i :: Y;31E�.SIMJtARr - E..:-:d Ls:-a•.1 , �.'r<.-. w2...:< ''' c.'.--•.:; x;x,;,L _ ;� a: ,.f}'•- ,s,...}'�.�Ku.Tr._-. - #': L .. ..yr .,,, v -., YE--.v r- ,� f _ ., y,`,_ -^wue. � '�3..,p }i /��r`.1dk '?J_j• 'RE[OMMENOEd'Qil#IRW'.i TIErDDE1filOr6'�". :�:. ...E". 3' d' ,..-..-••-�'8� _ ._. ` ... --. :'�'�^- w.�atas -� —'-�4.fik� i; �_�` .!-17E . • -.{••- u'"�aN • N s D K � APPPO%.- .a'"-, ..- :''i9�d#.cP`-'. .. 'f:a�� t3 _._, i '- .; 3 -. � .:,w'r � -e.' � ti*ts I �� Da a • ae a:: 'p`_ ...M■■IEP d'a M��l��et 't +. F' ,7.0'a pp !Y vw .„ urB ..e B :t . NIMBk1ra'a N' fJ, q.�y .y"•,"C a■eEP aF1EIlKtx.F ,� * 1 .:;' ... y 2 /7 41. x "Y : -:. - JMSfE1r E�RWF C �, d4. fga F.. TYPE .t .. me 0 ,.. •5 211 8 ]/A ( r rE 2 774 ! ,u n ' Tom( k•;+ A .. - ■IYLE A T , F. ■Mi'Op4MWNB ■R PFIMipCIMG BfA lt9r BEET. - MOOIP ARE OP lL r ... S YLE 8 � NOT NSTP F_ _ # _ - ACiWIL llBst STYLE FOPa P54P�i1GOLAA BAp WILL BEsN r. - ` , .'%�#[. - - _ .: •. .. , ' • r IIIBER A a O ME•OINO ON .1K 11. BAR LIST s" EaT. ■Ala - � . IENslaxs rTB Au - APE a -ar • . ' . STATE Or ft.mm DE—IMENT w #INIEfa#TATWN t IwEAu a emLcrwE■ 4 STANDARD BAR BENDING DETAILS Taw• DADE 87000--3652 t • a _ ' _ r. e I9 B. vE0 AN �ELOINGi TMnV P.O.H. +�r.' tii { -.' .. 8 +y.d.t W y L■Nw� ww ro S>+Hef . •'Ml � . �H 9PN�V A.WL � t �1■SB2'EAW t - ... •r. x SN.. • B7 — - .... Ign Emmbpe ID: D7C/67A5.08254ASE-B795•6C585EDC7CF8 11Wab 'i A r�l,Br _ ^' "�I-.r .A; '.�'I Ivw� _ N•� '. r K nrM -YpMe � 9"Wlrn /6 Tw , J'Rlrn y•PI l' ` AH.3 bop $nrl r-�.._---_.'1'�-t / L LaP • Na.3 6pw SPud i�IM �d� I`�-�i - -.;� _. --� nrl__LlTp.l - J'O1rr A PRESTRESSED A !'x!"�: n,vaNr n- ® 9 }" �� MD.9 Bon 1'X J"feB9Mrw �j•/B.R.-Ar•0.1091nt-200K IB,900 Ea.Spocfp2 Ltrr. ',�:6• S X )•CAM/t /r"X el PILES or j X)•Clromlrr •-}"/ L.R.S.-As•0.155k,'- 210 KCa30,100 uEa.SDacaf b' CBe. c ' � B� � °s/M� Nahum L." .. 00/L snpm IdN P,N uP �� """---CCC"' SECT/G4 B,B AAu mum Mpm Pon/ P., uP NOTE'/I LoQ/rhaW b, npwee. 1pr/[n Nd/�rrusW . 3 Tarn, Ov,r T5 r B Twnr A** 'r a rNnM, JB ' M7uMrNqr PS [ BL/BB7B WeXP MOTE NMw Sacl 1p'll �n N prb ,a•r ewe VIEW A -A i� MBdTREB,$ED COAIPOs/rE ' 1B'X /B' PILES ANMetw:(By/1 •, <D/I SmpN Pow PrMw ' AM,S�w LBglf.•. BJ N LbnDA PwM Prcr uP '01r Nft. Tr DM POInr P cl up � - ` A J M1iu �I{M`�_.�_ If iwr J'RM. I'RM I. Rratl ` -Ali 4 \\ YXJ"C-l') YX YCAaIaMre - x)"Cepm/rr r PRESTRESSED /8'X /e" PILES S/-MM, $NMOt tCAOW A•A 'prvr RM /0 Orrr/r C-C /• r /•. t' Jp� t• PawNY/Ma NI erd >iMB J� Patti- 3"01I01 S"I J cb.w J'C-1 I y I rs)ryentf fNkN'RN rue rIOO.v iA RL1M/e SEIC7/QY B-B SECTiGN C•C r'M,bAlrs/ PTea'nrr r MTws1miMMI P' AM [iieMM -- - 3" •� PL E I/Ye1' BM'e avant F/p/ IINe _T /evW ro Gb+rN _ k pa - . 0. Mf,'A�'N r' r-CanmWln •}- J:otap . L 4 ' JV-tr,PI ,}' - yr 1. _. au .Eia.� t PM ANrlor . anN : PON ILZI y I' J"CnN :Av mr N toAM YN /Per �M fin, e r toms/ N 3 .•V oo.I it rAewl JPYvI JMles 4 •'.-r.A il,q �w sjcnai / le+Yn `•NDO Iva rowYf o/ DErA/LS OF REFOR INCED. PILE TIPS O Me NPb, / 18"PILES 4eCP,IM /er (P" NOTE P.-- P.Ir IYPr r,annM rdY rrM/r aa1bN 4 !A, #_ -QW BONVNG AFTER BCIVLVNG RYr w0 0l 6'{r EnpvN. Al Mr adios nr ran Co,,— a14 �M BM opinaa• 101E $P'nyn PrN, .wt CAadr M /1` PaI, d mr E„paeN CsImNrM-' 1Mr ran er u,r[/ n //N p/ I71CAL Bmm; DErA/ls FOR IB" PXE a u/Mr Sdnr - /P"B /r PILES Ian Rwdwwtl WN 1l/, Mo.n. • n aV EPDXY 'BONOED SPLICE Rovan 6-Ao/Od�M _.r r. '(IeklrpB• J._O.LaM -s__- _/-•J_ll 1'c 1 LN • ' S1Yw1rA/./. sIDa1 21W. 16 y� I4-p'/8.01.-Arr0:1001%-20OKQ 19,90091!1 50 al e21"cn- I-/ •6�' B 1!-i'/2.0.•AVO.NaM�•lBOKe920,TOOa Ea.fpaeeJ lr'Cen. C r `� � Mir `rI Mean 6�Na lOgwN4 _Apr£ I,oWfuimX Or,wap\ S�•Mrhn Pre,lrrrsr✓SNPM,rw NOrc *aN' ,rc • IB-�"/L.B.S.-M•O OBB Ie-Y10K�IB,100°Ea SDaceOY •Ctrs nia.- P"NNn ,/a// 01 u,M SECRON 8-8 sFLTIONAP OM [ /B"X/B"RIr NPB%)6 or Bu111 SrDlianlB'%B I o/ N. ,a , or _t• l N,'SPud 111, — mn,n ALrEff-E JECTOMkA B E NP B X!6 wme Ilanp p1aM La" mMimnl th e- /• I RIrAa B hrn, It r. n 1r/L R.2: Ar•0.1161n.-2TOK 22,900°Eo. 9/ure/)}If Ltn. w B'x B"bxpaP n I !"RIM 'Y 6"Plan T J"RAfi 7 pewr 12 a BfX40-UP SECT/CN GC Mec Barab Dlalr /o mnunum lNicnMM B•J"/2Decb1 L.B.B.-Ar•O.IBT M.-2TOK�MJ2,900°ED.9ppce/)}"Girt. -.a A nTyrTrrT 1 VIEW A -A FRESTRE95ED COMPOSITE is'. IB• _ Mo. - LMgth 70f, SInp4 Pom1 RCM uo Mo%Imum L•n91n95ft.Doubw PDlnt Pick,p Oner 951t T,IPN Point PIO MP 11 w y0. I 3L,__-1 �II/OLE PONT PICK UP L DOUBLE Paw PICK up - L iil I }" ;"Mac. mew PIWN.. -_-_Q_SBDL TYPICAL PILE SNARE O.IAb --�_'_--' D.3eBL-_- _140L MR BALD FORMS q/PGPICK UP _ Namr MOTE Airs Ad/ e/ INN, uP RK M r er .1 -- Arnow Pan. Nr Ier!rro MMIU NMr , SECT/ON A -A . F o/ C-11- QENERAL NOTES T-L— S- NfAL 1115 ECM .- 0p"a Map b • f str vl "aN Ito rwmv and, o MAMIUAL Ft7 RAL "a SPuab na, or -An— 1- Nod - mp n I ory poet o/ oMwrNa , w w ndtl boon s/W AYF CU/DFFS /n rurr,.ap p//�•oMrNe RN, • Ian LaxvW al col d/ Krohon ro M, vePPrw•morr obdn ! -Np J Gap oI Abn/d[np SON. t5pvd 1,11 NOMENCLATURES WKPFTF SIAENGIN Fa CNrr SGanrnN nM LyhMbr Sbrnprn ,aal n, 5-R.•91nse Re11Me091ranD 1.000 p ri / left, oM 1,000PN mvnanm a rrasrFr D/ L.R. B.•Lon it.1-tion Slrona AO Mrr/nMrp F WEBS ebb, o/ wl. Flwpr rwhpr rMiY M m u vrn,[d Owl/ Mw )rAi% P r, p inAlv)ronini,oN C.-Ill P,N r, rwl bn/E,nrrp/Sp,: pNB TYPICAL XrAlL ' At, rE Ail Abmbrrmp S/wl ,ndr A, 6lwY e0 ar -& y£pabe P11-1-ShaalSH007NG COVER DAMENSAM /Y , e14'rAND 18' AMMIJ1,'41 M/N APProvol in Wr .M Al It. EApinwr i, R-- Ar Alen/p[rtl G-/D-BV AAI EF.r1. e-o'd PRESTRESSED CONCALI E PILES CaMHII Bu//f-UP in E.rclr( o/ t:0' r.. rill MI IN, aaworrf /w p,lrs ,n awn ,raRr snoMo/ rnvirMmrnl pUNAAOE•'P.'uw Ounnopr untler piM uP Min/r Morn /or au.elr aCM up. Wnsrs P, _. ---- DADE 87000- 3666 LMp/! I%Cues Nol nrulri,r/ spun/r pool p[I w.P/e[r tlunnopl al p,Mup r u' Mir, ��- , , wee ppin/I [ell,tl /ar ;n rIll. Pain/ - up xZ0 1n�R� ryoal"i PIDwM a SA.O S-TS OCTAGONAL PILES: PrrNrs,W 0r/Pooh, A*, o/ rlviseNnl "inva' may P, rs ,":,m. ••. JAL J-73 _ .A"INlrtl Nr n,- Per,. WitiX, 0/ PA M,e/ er ,uemi/N✓ .5 M -n2 Ilrweirnn. a•e a„••, I - _ spAAt svu£es' Gr. /pan nrdne /o..Pir�l ,our.,. „r„•_„ Id erp /A/32 DocuSlgn Envelope ID D3C467A5-4625-4A6E-B39"C663EDC7CF9 Rr - •nth - '.. -- �• +: +r , NOTE Fad BWWI Poet sml beak !or of Ine Contract wit Price for Bad °—ad TABLE OF VARIABLE DIMENSIONS s wA Core de (Sobel alurd ortl ReIrf—Inp Sled Subl N a - f J CPo55 5Id'E DIY %e r 4 3j41 Pln AGRAMS ........... ... ...... ..........our... ........ ......s - IBo B to Typ �N � /e Y V31 N 7% • SP /l4mao P rdld NOTE •. ... .... y OD➢ k OD2rt/A 0' ♦ tdd Faroe oP Fa Ttaf Tr s R000ew A, In 3uparsrr t e ODN to oDTilllfr. 1' T w F al Su T attire S I. r QI fi w o! Ine Oxt 5' p� Bar/lerl NOTE,Sw TYPICAL SECTION TNRD TRAFFIC RAILING for Wpor L. OD6C ro OADII//I. r 'e $ Dlmdnbres stave Inls llro. IMIvhhAildO dell" sbaaad Ir F�JA(TY95 i Begin a Era 8r1dgB cwrCPm trm.r L BAR 5R Xr17,PLAN fNNNl07f: �.. BAR 5P Boma awtl a5w Dakll'A' 1}D'rrbV fa Tlerfrc RmNnD sm! At SUAslrucrura supports wore Suprarrohrrs Bev °row a l'-r !— Ola.Wn N SM Ob —ad to INS a/a. (A') NOTE: see 5uperstrolure Oravlras SIw /s mar/nWa. o jl"opea !'�' did. Wn _ .� g Tao ror aluddlmewroa. - bIM smrb conalralw w Brawn DETAIL 'A' tlE/pBeal Wlrp Post In Sw/W C-C. — WWI - NOTE, $D'- O'NoxlnNm N 90'- O'Norinsen N < •Q mere sml De o }I"Min. oyen.klnr 3a o'Npxrewe N 30•- o'wo,rmxn N a. i A al all SUbslrolu/ Sµtw/Is. NN �--- --- _—_-•V _—�:yN a r .-wX� ir' Opea biro roil Sw Suos rrwlure Ordrlrgs 'open binl _ Tea of B I OdY• i dror WmrinD 3urPoce, Far Nlal— Cdnrda Carer r/x• I'-0' r/s' wbte apP'Iwae sw Sµwrstralure D—IW _. _1 ! -__ - __ --- G ON BAR 5V/ BAR 5V3 TYPICAL SECTION THRU TRAFFIC RAILING TRAFFIC RETAINING WALL ---------- r--- --- ------ -----------� ---'-- - -- BAR BENDING NOTES --- NOrE, Bar 5Vl is far lov dae W/ar Bd SY! it far N➢n side quller. ad top d Traffic Rolling.Top at Br�dge Oed aeAs1 or lldd load Bar SV /n Traffia RalrhW irawlllw w Blom type 1� ELEVATKW wparrrruolure as r—)— for mks— comer. F and i are 0ItIea twdl or "Wd' IwWM or ors 5V as reavltw ror sla0 thfak—Dlmeasl— sN.wn are /Bpin o• Ertl Brldpe Domed w a E slap, sw Super,ah..— Drawllas.Fe, Mat. slope ad)osl iI—Face or Beaewa, or Ine tl'-6'—ha, �no MB r-r afliealal dlnwnslws w fara,s Add lire amain, Bepin or Eno Brlape �— Vo,rw , sw Ertl BW Deralt Mal the slop deWn wceeas N'to IM I'-6'eerll10 almaniw aria .4D or HdS ricers to the I'-r rorllontoldreldrslw. aeroNs rslrob,e _ i LXAVP"l.mlDlnrasskn- W-0, 4��'-A.40) m u lk —tar 01-1on - - x 1= l -T r--- - - -- - - --- ---- -- -- _ TYPICAL TRAFFIC RAILING QUANTITl IES NOEOeaareGO wBsnod face 1—tope.WRE ES ikon dfis FdIn REINFORCING STEEL.22.59 1A. orhater feet or Trafllc Ralhv ea WWI I II I ----------- pp,IbNar(alolTrafllcRafll war SW NOTE, All Dar a/ M T r k R.Ill g of wp ,St amn bar,. wWe ore .L...........-_.....1......_.......LL._-1. .p...... .. --� -`----`-`--- -` � bswwlhe TrarRC RellhW dlmenelons sMwn above. PLAN OF WING POST AND TRAFFIC RAILING TRANSITION PLAN OF WING POST FOR SLAB FOR SLAB TYPE SUPERSTRUCTURE - AND GIRDER TYPE SUPERSTRUCTURE Frio Face o ar — �Bep ldpe � Varlw. See Era BW Delolle Frwl Fars Gaacren Star delolis ,rooks drawlrgs aamwy sk—ds. m ELEVATION OF WING POST AND TRAFFIC RAILING TRANSITION FOR ELEVATION OF WING POST FOR SLAB SLAB TYPE SUPERSTRUCTURE AND GIRDER TYPE SUPERSTRUCTURE rap M I.,— surface .briar Sorrow SECTION C-C... NOTE,Wnea usinngp Ifxad ratan to mils/ro/ the rralrlc Balling Ine vsrrka far It the whet $/oe sAYIt, (11Iw f3' wave /he ro—* surrad eHher oy tormlrW or e/ IlllIT the wife. 3• b/pd or Ine uro ror a wkth 13''SMI m. w M h awva, with -,to, M —,do., with ArHale 400 -I5. 1. Won Traffk Rolling, are sno-rormw the Bp AnI'V e-,w awslratw to, iurrw descvlW aaw far farad Formeo sra M be wnllrvous, or at the Nntroct— ad/on spaced. plpvldw owl IMSE are eo1—Ned w the flMsba rallliv. 1/e'O Opea /Pole rv-cyoove MOLES FOR INCIDENTAL SGNING NOTE, No/w and grooves short be paw w Darner We Traffk Rol/Np6 or dN/dw ono u Iwrdw bridge, as Brawn In the pone for daslgnaled Typ[ Y"Slnoe Cal— Inforlrothrral, Guide. Repaplory arp Warning Sign boo/laps !fie, skn/ng 11-1 aM of aADroxlmoldy 500'lnrervas a" the right rd//lops ! orrUpes DeMew dw/Dla/w l 1.1- lot fulure signs w dkoctw ly Ine £rWlneer. rho cnsl of Ine extra mom and graww sMII De IrrJuaw In rb c Ira/ unll Price for Traffic R.Mag (Barrlerl, ll Slgnlrq Plans ate net awohkps /b Prodd.'1 Elainwr slaeNd stare nawwly �nformnl/w from rip DIM,lal Malnremrae or r,.ffla Operatlone Off-. Nur£s ' The Name artl allage Nlmtler to De Motel w Tw Traffic Rohllr yp i. ml be saw w /b Or . tlgNr whea varooMlnp Orldge. The 0bfe T LII M k b paced w Ine arlvers left won aW,.MIW brdge. The Dote slaty be it. ywr Ine Brlage Ia canslrofw. 'ry &ace Plwtk Leh— aaa Flovrw T In nelghl. w ryararw r� • t l ty /M EGV'1 r,mey De usw fn lieu of Lerrers aM Ftor. to -.tyre It �•YG/aarw, YGr— slallbe 16— by Preformed F Lerlers pep Floor_ VIEIY A -A rJ' — r!n beat fad o Irgw ll 95 95' Point Rewsfiw Sur(aw Bract SECTION THRU RECESSED Y GROOVE TO FORM INSCRIBED LETTERS AND FIGURES %N�NMx 1'-5'kng ad ♦ 2/'OD. Wasbr Mu Fare OI Spec rf Nln. Cardrall skips- ihrea ldWln 0 r01de Fae wing BOLT DETAIL N'NO E` UNIT P �r ON e 4 o be I w IM IAn REINFORCING STEEL NOTES Pkce whew a/t. slab eaglludlllal relMorclrp 0e00 room mltan ae Main wove N fallitae/yIrp andar wrs M Traffic Ro/IhW. Do fart oaa relnfo, IAg Bred for fie wrasw. F P/emal Slob Unlls door. Bars 5V w lop or the prwlrewed straps aw he. Far msl-k-prooe skwe wlrmrt girders A'ae Bars 5V an rw of /o•Witookel reinforcing aM Re. All verl/al relnrorclnq Bred In TTdfllc Relll lallb No. 5 Borf sax,W arB'cc. aria arty hwalnrdlai /alnlorclnp Mcd are At ail .roall aPea plots al rMnlotclrW aM//nare Ym1kV . A/ Eat, ralran LO/nr$ art 95 Iwy b wnrinmul or 1. P10ll All ep/cw In Oars 95 sM.b r-4 mkrmum. ear0 sP nIeee romrw ro ptAWrae mmlmrm awarde awer. TRAFFIC RAILING NOTES` CONCRETE AND REINFORCING STEE4See Osnera Nolw. PATNEN T. Traffic R411110 Shall be aid for pet !boor fallllem No. 400-I4B-/l. worm slab lahrde all Coarde wRaWnre"/rq steel. Traffk R.911q awl De mwsured ark V Me wnhrrlw of 1b !w rfow of the Traffic Ralling. LYLINOER STRENGTH, The Lyllraer Strength of the Coarete sm/be 3.400 Pad. ertAt— or 20 days. MARKERS, Marterfi —,dlnp the davatlw slap be dared on top or fee Traffk Rolling at Ead Beaifi. On Or/dgw longer. Nan 100 ft. loop. I,rotor 'haftb Maw a/ saM Np of lb bridge. 0n Or/dpw; _ Inw = ft. long, ow aarrer Mall" paced at one W or the allot. o*. Markers are to Furnlshw by the Farldo Oworr- mwl or Trangarlallon arp larollw by the Cwlraror. me war or ImloYkWI D the ,rowers 5be l dudad In the Contract Unit Price to' Traffk Rolh'V8vrrlelr. SUP FORMING At Ine Wlw of The Controol— Traffk Ral(Ing SW be awt—tw Dy Mlp-lorminp sw)at to No FaMawing: rb width stall as 1—mosed by Yalp The treat faro gr the Lase of Traffk Rail sml Inlrhae w Ine plat rwd6ay width ra eare than Ile. AadRlona' eaterlds rwtrl/w are at the wporee or foe Cdrtrmror. Th. ./ape of tM Traffk Balling sm!a/ b althea. if nwt Nips eon not So malnlalnw, sip Forming will ror be d10 w. SUPEREL£VAT£D MODES, At the who of the Contrater. Traffic RallilW 1no Eno Bear WMV-lls w s rddoref brragw, Sw be wlwlratw w,paepialor to Me roaaway surfeao. Thar maf or naalflathea sMl oe al Ine Cwi—ora erpdMe. ANCHOR BOL rS, Araror Bala, Nuts, aw W t— arall be M1 dip party./rw in —rdawe with AS.TAI. A-123. REINFORCING COVER, All relMoralng In Traffic Rallla "I Mve 2-1lo. STATE OF FLM15A OEPARTMENT OF TAN--ITION —A. of Sl—TWE TRAFFIC RAILING B�YY'87000-3656 a�wOAAh eu are nwamee s�`.emw 13o115 14132 cTxaas/Tr AFRNLDW 7n Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 4.1 . � A �-e• N°.nwm N lY'-LT Moxrapm Coo enJs Ron •--T—_—��_ T/e,k Balling `, Bwm cr e,d Drragej Co° o ds a rku ryplaN) Ode No.CA00 Sheet Mo.l., af 2 2 ��------_-_�---------------------------------------------- Bll I .rl Be_nl •jam Begin or Eta - °'Ir"' Peel i Pm"Imr r°r T'°File Ro/N°° ova R°II ELEVAT! - SIDEWALK BARRIER RAIL TYPICAL SECTION -- ELEVATION - BICYCLE BARRIER RAIL anal a mmsareJ Iran rps p°kI. 25 ' jA earnor ,5s Rau Y'R J n Spike ry`0 mbo. ST5x3 RaNOkep Bar I I 4 II ` �' II II %jx4, 6'PL II I It Hbme F • r eh' SECTION -A N aw. with x I'-aNex a eN, dNfe wIM P hex rrNs b worhe e SECTION THRU RAIL - SIDEWALK BA IER RAIL p� 1 RAIL NOTF 'A'- Rwgn Cui sops oM edger p duWwm Iarls sMl(De ground or Tiled s'elmM Id remove dl AI edges, nfws °r burrs IMI walla De kJurlow to me roman rwcn. f spice See Nofe 'A' Ur l__=______ Ex e. Lie, THRU BARRIER RAIL ,• r A' B tkrrler b • Ron ,il J _ LI pr salve ICI - Ra1ICWAa Bar I.I ID +N+76p NINO After MA' nave Deal ,�aDle/,e1d the �i I!I �' s steal Ds nlww to —w removal 111 ITyP! I!I ANOTE:5ee Safe ralu/e Drwvin9 /or «Jwl dlmerplo /• �,' ICI ADTE, R°II sANI De moll �'+ 1x'x o'PL L minlnxun of three node wI a S,Iklly. � tl %•i Noss `-C'� / Pii• f �J SECTION B-B 2-{4V x r-ohar head NW., &Nfs wim 2 Mx .,I b w'arlv,,. SECTION THRU RAIL BICYCLE BARRIER RAIL �• P4, r drhm fit Ink roil. Fit I'Slolness slew Me+ cv ITI ! A. F/ won NNmlwm woene,. sc R FYT :' iffPoef /�. RAIL CLAMP BAR RAIL END CAP VIEW -C-C SIR. Bar Insert le low - 2 - DIV. Yf Ta wed heo papm ea:n ad +- al k Ex/-1. Dar. n I 'A'kfl era clew. WHI. of EN(OAW SAW. ---ReNrtap Tn fnro Ron secJron. _ Exd°nelon &I _ _ 3 row wad A+Y i fo� Raw saelnm amr oar � i � 3 reaps •A•1 r-c _� �.dd�Y• I Spice Be, evert cmfered be f SpkS —'PUCE SECTION D-D RAIL COMPONENTS f;_7 M3L;[mNA Traffic Rolov I I'ra/fla RONNp rDkrrlerl, Oder Nn, 4206 CADO Sneel % I oT 2 TYPICAL SECTION THRU BARRIER RAIL NOTES TRAFFIC RNUN6 (BARRJERA For derolle of Traffic Aellln, lBorrlerl, See D—IN No. I of Y. Irdex 1+266 CADD. PAYMENT, Traffk Rallim (SldowaN, Borrfer Type)AAa0 be old for or Ilnear Tool It- No. 400-NB-2 ad Tleflc Reninp 18hyd. Barrier TY2e1.Wi be ,eld Tor MI "WI fool Ilan ft. +0e-I+8-3. Tnewe /lame sAVI In vctlM dl Roll. Capra. as "'Arcing Slew. Aallevg biee/be awosa,W done lee cwlor/In. rf - Ae rurran o/ - r 11M. SPEC/FICAT/OIS FOR BARRIER RAIL POST, FaD/kWAd wraNN anon/nnxAS.TY. 82DI ft 6fb1-T6 or dlw 635r-T5 w11N wsahlp .1.9 Tiller wf,e +0+3. RNLAMD R. SPLICE, Ak.1—AS.TY, 82D, d1w 606/-116 or wky 6351-75. RAIL CLAMP BAR, Al-WeeAS.Ty. BPPJ, like, 605I-16 or bike 6351-T5. ANCHOR BOLTS, NI We ~. Jn —rd—. with AS.T.Y. A-36 or A-307. A, ! r We. Nut, " wo ,, "be WI-dla W1m1Ted I° —donee with AS.rY. ass/gmflm A-153. RAIL END CAP, AS.T.N. B-26 Sand mar o fen a*. S6 70A-F(Allmdnum Aasxkrkn alley des/gwlkn A-356-F). RAIL INSTALUTO, Rall Pas' SMII be —W b Proflle 0,W.. Post S/nll be e.rw m 118 'roollnl liar In —,dame wllh A—. 932-21. The di. —I. dull be Me sane os the met Wse. Roff ex I. J.IN, slWf axal, J. lee Psnd behvem, —1 m ellher IN. of 0,10 , eRxmkn /olnle. Roll exaons/m Jornlr aWl Oe elmlkr to roll Salons with p/wlSrm for mnbnenl eacal to IS llmes IN bridge JOIp.MWng. SHOP QRAwIA'GS, C.Vbh, dotal. am domrl°Ikn of mllerldS of the Prolated —f., roll~. spxnlited y' 11. mdrator ror the Enolaeere bbbrwai prior 1. fabrlWl— SIDEWALK BARRIER TYPE AND BICYCLE BARRIER TYPE _ r�elore STATE OF FEd110A.—T.— 6 TRai5Pd1TATIO, Lux¢Au or sTrnxrwEs TRAFFIC RAILING w.r roe DADE 87000-3650 4AG.M LA/ -as 14 pf 15 14132 STH12DA5IJSW8ARRNFRICN DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 r.. 1 .. f' PLAN (DETOUR BRIDGE) rib• Y-1•w• Y-tvY r'' r Or sr r SECTION B—B Abu rwlrq[axcm rDW LL[wugr SECTION I — I roe W.Wr sa .c.ow bwn aet ex[tr -a-i1 aN"r TXWWOx eOLT[�(x� j� ITTt.� ��LLYY Y. 1'OpR.IiTkl • .•..• WDDe raTP M r-r r-r r-r ••-o•o.D. h•ieaoD rm wn.i • rloKsq• r [.q.Mu �'` ._ /[�Lftlk��pN,'o •=-YI'�IT�TINI M/b• I/N TIT'WI TTr f•.T. ouex bola 0 0.0. v.'r rxroufx eels ITM DOWs xuD env[ i s'- �s. of e • Ir•Trfr MMMM /• WYIa—C TIrKb MK. [M[O nor T'-r 0 SECTION A -A DETA� A DETOUR BRIDGE SIDEWALK DETAILS ' Ck� llDOlq kNWM [ rslDC4TlR IND. —� rfwfew y YYWMM ..aM.. " D[MWTWWT Or TMNarMT.TIOW �'W f.0 Or.TW4DT00[b D[[IBk /HM a.i. 70 SMEETBRIOGE OVER TATUM WATERWAY DADE 670001- 6656 Dw 4Yi b/K a. also �. 18 N a /�/.�T.� r.ra IR - , 41-"/B 7 l -- - DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 ATTACHMENT C SUNBIZ & PROPOSAL RESPONSE TO ITB DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 Detail by FEI/EIN Number DIVISION OF CORPORATIONS f)IY ilrn qUf .Org � ��-Palt� yl"I0'-�f r�/Jlrhd Saxe of Ftofidn webxt[r Department of State / Division of Corporations / Search Records / Search by FEI/EIN Number / Detail by FEI/EIN Number Foreign Limited Liability Company STRUCTURAL PRESERVATION SYSTEMS, LLC Filing Information Document Number M05000003849 FEI/EIN Number 20-2058265 Date Filed 07/11/2005 State MD Status ACTIVE Principal Address 10150 Old Columbia Road Columbia, MD 21046-1274 Changed: 02/10/2015 Mailing Address 10150 Old Columbia Road Columbia, MD 21046-1274 Changed: 02/10/2015 Registered Agent Name & Address NRAI SERVICES, INC 1200 South Pine Island Road Plantation, FL 33324 Address Changed: 02/11/2011 Authorized Person(5) Detail Name & Address Title Manager, Member Structural Holdings, LLC 10150 Old Columbia Road Columbia. MD 21046-1274 Title President https://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=FeiNumber&directionType=Initial&searchNameOrder=20205826... 1 /5 DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 Detail by FEI/EIN Number Venanzi, Jeffrey 10150 Old Columbia Road Columbia, MD 21046-1274 Title VP Eberhardt, Keith 6955 San Tomas Road Elkridge, MD 21075 Title Secretary Holland, Bradley J. 925 Tollgate Road Elgin, IL 60123 Title Assistant Secretary Szoke, Michael T. 1332 North Miller Street Anaheim, CA 92806 Title Assistant Secretary Emmons, Peter H. 10150 Old Columbia Road Columbia, MD 21046-1274 Title Assistant Secretary Greenhaus, Scott M. 10150 Old Columbia Road Columbia. MD 21046-1274 Title Assistant Secretary Crawford, Timothy 2001 Blount Road Pompano Beach, FL 33069 Title Assistant Secretary Kingrea, Christopher 1003 Clay Court Deer Park, TX 77536 Title Assistant Secretary Naughton, Garry 104 Wagaraw Road Hawthorne, NJ 07506 https://sea rch. su nbiz. org/Inquiry/Corporation Search/Search ResultDetai I?i nq u irytype=Fei N umber&d irectionType=l n itial&search NameOrder-20205826... 2/5 DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 Detail by FEI/EIN Number Title Treasurer Camisa, Stephen 35-21 Vernon Boulevard Long Island City, NY 11106 Title Assistant Secretary Willmarth, Brian 9555 Soreng Avenue Suite 200 Schiller Park, IL 60176 Title Assistant Secretary Cafourek, Jesse 1755 Highland Avenue Bulding B Cheshire, CT 06410 Title Assistant Secretary Meneely, Colin 2001 Blount Road Pompano Beach, FL 33069 Title Assistant Secretary Chubet, Wade 1755 Highland Avenue Building B Cheshire, CT 06410 Title Assistant Secretary Frye, Matthew 6955 San Tomas Road Elkridge, MD 21075 Title Assistant Secretary Miller, Michael 6955 San Tomas Road Elkridge, MD 21075 Title Manager of Structural Holdings, LLC Venanzi, Jeffrey 10150 OLD COLUMBIA ROAD Columbia, MD 21046 Title Asst. Secretary https://sea rch.sun biz. org/Inquiry/Corporation Sea rch/Sea rch ResultDeta it?i nq uirytype=Fei N umber&d i recti onType=1 nitial&search NameOrder-20205826... 3/5 DocuSign Envelope ID: D3C467A5-46254A6E-B395-6C583EDC7CF8 Detail by FEI/EIN Number Esposito -Mayer, Sharon 10150 Old Columbia Road COLUMBIA, MD 21046 Title Asst. Secretary Ruffin, Clifton 1003 Clay court Deer Park, TX 77536 Title Asst. Secretary Howard , Jonathan 18222 E Petroleum Drive Baton Rouge, LA 70809 Title Asst. Secretary Reynolds, Stephen 5455 N. Twin City Highway Nederland. TX 77627 Title Asst. Secretary Gumina, Timothy 3870 Platte Avenue Sedalia, CO 80135 Title Asst. Secretary Wymann, Michael 3870 Platte Avenue Sedalia, CO 80135 Annual Reports Report Year Filed Date 2021 03/08/2021 2022 04/15/2022 2023 03/28/2023 Document Images 03/28/2023 —ANNUAL REPORT 04/15/2022 —ANNUAL REPORT 03/08/2021 —ANNUAL REPORT 01/14/2020 —ANNUAL REPORT 06/13/2019 —ANNUAL REPORT 03/06/2018 —ANNUAL REPORT 03/01/2017 — ANNUAL REPORT View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format https://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=FeiNumber&directionType=Initial&searchNameOrder=20205826 4/5 DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 Detail by FEI/EIN Number 03/03/2016 -ANNUAL REPORT 03/18/2015 -AMENDED ANNUAL REPORT 02/10/2015 -ANNUAL REPORT 02/14/2014 -ANNUAL REPORT 10/01/2013 -AMENDED ANNUAL REPORT 03/01/2013 -ANNUAL REPORT 01/30/2012 -ANNUAL REPORT 01/06/2012 -ANNUAL REPORT 01/12/2011 -ANNUAL REPORT 01/13/2010 -ANNUAL REPORT 01/20/2009 -ANNUAL REPORT 01/22/2008 -ANNUAL REPORT 01 /08/2007 -ANNUAL REPORT 01/04/2006 -ANNUAL REPORT 07/11 /2005 - Foreign Limited View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format FI—dn fJe.;�.r��_.i �r ,,i-,ta[e, E-I.— of teruo�anons https://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=FeiNumber&directionType=lnitial&searchNameOrder-20205826. 5/5 DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 Supplier Response Form DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 BID SUBMITTAL QUESTIONNAIRE - CONSTRUCTION SECTION 1- BID CERTIFICATION This certification/questionnaire is REQUIRED and must be fully completed and submitted electronically. Solicitation No: Solicitation Title: BID NUMBER PROJECT TITLE BIDDERSNAME Structural Preservation Systems, LLC NO OF YEARS IN BUSINESS: 18 NO. OF YEARS IN BUSINESS LOCALLY. 17 NO OF E� 1603 OTHER NAMES) BIDDER HAS OPERATED UNDER IN THE LAST 10 YEARS: BIDDER PRIMARYADDRESS(HEADOUARTERs): 10150 Old Columbia Road CITY. Columbia STATE: MD 71PcoDE 21046 TELEPHONE No: 410-850-7000 TOLL FREE NO.: FAx No.: 410-850-4111 BIDDER LOCAL ADDRESS: 2001 Blount Road CITY Pompano Beach STATE. FL ZIPCODF 33069 PRIMARY ACCOUNT REPRESENTATIVE FOR THIS ENGAGEMENT John Fischettl ACCOUNT REP TELEPHONE NO. 407-919-3234 ACCOUNT REP TOLL FREE NO. ACCOUNT REP EMAIL: ]flschettl@structuraltec.com FEDERAL TAX IDENTIFICATION NO.: 20-2058265 By virtue of submitting a bid, bidder agrees: a) to complete and unconditional acceptance of the terms and conditions of this document, indi, specifications, attachments, exhibits and appendices and the contents of any Addenda released hereto; b) to be bound, at a minimum, to terms and conditions contained herein or Addenda; c) that the bidder has not divulged, discussed, or compared the proposal with other bidders any other bidder or party to any other bid; d) that bidder acknowledges that all information contained herein is part of the public domain as defir Sunshine and Public Records Laws; e) the bidder agrees if this bid is accepted, to execute an appropriate City of Miami Beach document for ti a formal contractual relationship between the bidder and the City of Miami Beach, Florida, for the performance of all requirements to which the responses, data and information contained in the bid submittal are true and accurate. The individual named below affirms that s/he: is a principal of the applicant duly authorized tO execute this questionnaire, and that the conten complete, true, and correct to the best of his/her knowledge and belief. Name of Bidder's Authorized Representative: Title of Bidder's Authorized Representative: Colin Meneely Assistant Secretary DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 SECTION 2 - ACKNOWLEDGEMENT OF ADDENDUM After issuance of solicitation, the City may release one or more addendum to the solicitation, which may provide ad( bidders or alter solicitation requirements. The City will strive to reach every bidder having received solicitation procurement system. However, bidders are solely responsible for assuring they have received any and all addendu solicitation. This Acknowledgement of Addendum section certifies that the bidder has received all addendum i pursuant to this solicitation. Failure to obtain and acknowledge receipt of all addenda may result in proposal disqualil Enter Initial to Confirm Receipt Enter Initial to Confirm Receipt Enter Initial to Confirm Receipt cm Addendum 1 Addendum 6 Addendu cm Addendum 2 Addendum 7 Addendu cm Addendum 3 Addendum 8 Addendu cm Addendum 4 Addendum 9 Addendu Addendum 5 Addendum 10 Addendu If additional confirmation of addendum is required, submit under separate cover. SECTION 3 - QUESTIONNAIRE 1. Provide the names of each owner (stockholder, sole proprietor, and partner), director, or officer of the com f additional names on a separate sheet i{ required. owner Ownersnip percentage Directorship/Office rype Structural Holdings, LLC 100 Owner Jeffrey Venanzi 0 President Keith Eberhardt 0 Vice President Bradley J. Holland 0 Secretary Treasurer Colin Meneely 0 Assistant Secretary 2. Provide at least three (3) references of work similar in sae and nature as the work referenced in solicitation. Project No. I BID NUMBER Project Title PROJECT TITLE Reference NO Firm Name: Archer-Western-deMoya IV, LLC Contact Individual Name and Title: Mr. Dhaval Gandi Address: 4343 Anchor Plaza Pkwy., Tampa, FL 33634 Telephone: 239-229-5134 Contact's Email: dgandhi@walshgroup.com Narrative on Scope of Services Provided: Project: Miami -Dade County SR 836 (Bridge No. 870300) Scope: Concrete repairs, bent cap enlargement, CFRP strengthening of concrete piles and girders. DocuSign Envelope ID: D3C467A5-46254A6E-B395-6C583EDC7CF8 Reference NO Firm Name: Archer-Western-deMoya JV, LLC Contact Individual Name and Title: Mike Conway Address: 4343 Anchor Plaza Pkwy., Tampa, FL 33634 Telephone: 386-916-3507 Contact's Email: mconway@walshgroup.com Narrative on Scope of Services Provided: Project: I-95 Bridges over Taft (860104), Johnson (86070) and the C-10 Canal (860574) in Broward County, FL. Scope: Concrete repair and CFRP strengthening. Reference NO Firm Name: Miami -Dade County Contact Individual Name and Title: Edgar Sucre/Project Manager Dept. of Transportation and Public V Address: 701 NW 1st Court, Miami, FL 33136 Telephone: 786-351-8363 Contact's Email: edgar.sucre@miamidade.gov Narrative on Scope of Services Provided: Project: Matheson Hammock Bridge Rehabilitation (Bridge No. 874294). Scope: Concrete repair, PT cable tendon replacement, Sonovoid slab repair, strengthening concrete members with CFRP. Additional Reference Firm Name: Contact Individual Name and Title: Address: Telephone: Contact's Email: Narrative on Scope of Services Provided: DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 3. Has the applicant company's construction license(s) been revoked during the last five (5) years? YES NO If yes, why? r, 4. Have any owners, directors, officers or agents of the ap licant company h a d a I i c e n s e revoked during the last i YES NO If yes, why? I. 5. Is the applicant company currentbLbarred by a governmental agency, from bidding work as a prime or subcontract( YES I 1 I NO If yes, state debarment period and the reason(s) for debarment? /. 6. Has a surety completed, or paid for �completion, of a protect on behalf of the applicant company, within the last 1 YES NO If yes, why? 7. Has the applicant company or any of its owners, directors, officers, or agents been convicted of a crime or ha filed in a court and mediated or arbitrated during the last five (5) years? YES NO If yes, why? DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 8. Is an affiliate of the applicant com an requalified by the City of Miami Beach to bid on construction work? YES INO If yes, state the name of the affiliate? 9. Is the applicant company a parent, subsidiary, or holding company for another construction company? YES NO 10. Is an owner, director, officer, or agent of the applicant company affiliated with another company? YES NO If the answer is "yes," provide the following information for each individual and the affiliated company. Individual's name Affiliated company's namr 'eriod of r,,,.;;rt Type of a' nr. rilrecl Is 11. Is the applicant company currentl the debtor in a bankniptcy case or file for bankruptcy during the last five (5) yea YES NO If yes, explain and attach, as applicable, the relevant case and court documents, including (but not limited to): the original petition number and the date that the petition was filed; a copy of the bankruptcy courts discharge order, and any other locum( case, if no discharge order was issued. 12. Has any owner, director, officer, or agent for the applicant company, or has any business organization in whic was an owner, director, officer, or agent filed for or been discharged in bankruptcy within the past five (5) years FTT 1 YFSNn DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 If yes, explain and attach a copy of the discharge order, order confirming plan and if a Corporate Chapter 7 case, a copy of the r commencement. 13. Has any owner, director, officer, or agent of the applicant company owned or managed a construction company ur in the last five (5) years? YES NO If yes, explain. 14. Has the applicant company been assessed or paid liquidated damages on any project during the past five (5) project was publicly or privately owned? YES NO If yes, explain. 15. Are there currently any liens, suits, or judgments of record pending against any owner, director, officer, or ag( that is related to construction activities of a business organization? YES 0 NO If yes, explain. DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 16. Has the applicant company or any of its owners, officers, or partners ever been convicted (criminal) or found liabl either a false claim or material misrepresentation to an public agency or entity? 1 YES � NO If yes, explain. 17. Has the applicant company or any of its owners, officers, or partners ever been convicted of any a federal YES 0 NO If yes, explain. 18. Is any officer, director, employee or agent, or immediate family member (spouse, parent, sibling, and child) of employee or agent, an employee of the City of Miami Beach? YES � NO If yes, 19. Pursuant to City Ordinance No.2016-3990, the City shall not enter into a contract with a business unless the busin does not and will not engage in a boycott as defined in Section 2-375(a) of the City Code, including the blacklisti otherwise refusing to deal with a person or entity when such action is based on race, color, national origin, religic gender identity, sexual orientation, marital or familial status, age or disability. Does the applicant agree to prohibition? YES NO DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 20. Is the applicant a small business concern owned and controlled by a veteran(s) (certified by the State of F Management Services or a service -disabled veteran business enterprise (certified by the United States Department 0 YES NO tifying A enc,- Certi'F—f;^Nape N/A 21. Equal Benefits for Employees with Spouses and Employees with Domestic Partners. Purchases hereunder are subjec Equal Benefits for Domestic Partners Ordinance 2005-3494 that requires suppliers with more than 51 employees and Ci $100,000 to provide "Equal Benefits" to their employees with domestic partners, as they provide to employees with spouses. to all employees of a supplier who works within the City limits of the City of Miami Beach, Florida; and the Contractor's er United States, but outside of the City of Miami Beach limits, who are directly performing work on the contract within the City c A. Does the applicant provide or offer access to an benefits to employees with spouses or to spouses of employees? YES I NO B. Does your company provide or offer access to any benefits to employees with (same or opposite sex) domestic partners* r employees? YES ® NO C. Please check all benefits that apply to your answers above and list in the 'other" section any additional benefits not already sf provided to employees because they have a spouse or domestic partner, such as bereavement leave; other benefits are pr domestic partner, such as medical insurance. BENEFIT arm Provides for Employet wit- mouses Firm Provides for Employees with Domestic Partners Firm does not P Health x Sick Leave x Family Medical Leave x Bereavement Leave x 22. Moratorium on Travel to and the Purchase of Goods or Services from Mississippi. Pursuant to Resolution 2016-2E Beach, Florida prohibits the purchase of goods or services sourced in Mississippi. Are any of the products for which the ap prequalified sourced in Mississippi? l :] l YES NO If yes, explain. DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 23. Financial Capacity. At time of request by the City bidder shall request that Dun & Bradstreet submit its Supplier Qualifier Report bid or within three (3) days of request. Bidder shall arrange for Dun & Bradstreet to submit a Supplier Qualification Report (SQR) directly tc be considered without receipt (when requested), by the City, of the SQR directly from Dun & Bradstreet. The cost of the preparation of the SQR of the bidder. The bidder shall request the SQR report from D&B at: https:l/su ppl ierportal.d n b.com/weba pptwcs/storeslservieVSupplierPortal?storeld=11696 Bidders are responsible for the accuracy of the information contained in its SQR. It is highly recommended that each bidder contained in its SQR for accuracy prior to submittal to the City and as early as possible in the solicitation process. For assistance SQR submittal process, contact Dun & Bradstreet at 800-424-2495. 24. Byrd Anti -Lobbying Amendment Certification Form; APPENDIX A, 44 C.F.R. PART 18 CERTIFICATION REGARDING LOBBYING: Contracts, Grants, Loans, and Cooperative Agreements The undersigned Contractor certifies, to the best of his or her knowledge, that: 1. No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attemptin employee of an agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connectior Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and th renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. 2. If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Feder cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, 'Disclosure Form to Repot Lobbying," in accordance 3. The undersigned shall require that the language of this certification be inducted in the award documents for all subawards at all tien subgrants, and contracts under grants, loans, and cooperative agreements) and that all subrecipients shall certify and disclose accordingly. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submiss prerequisite for making or entering into this transaction imposed by 31, U.S.C. § 1352 (as amended by the Lobbying Disclosure Act of 1995). A the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. Thi certifies or affirms the truthfulness and accuracy of each statement of its certification and disclosure, if any. In addition, the Contractor unders provisions of 31 U.S.C. § 3801 et seq., apply to this certification and disclosure, if any. By virtue of submitting bid, bidder certifies or affirms its compliance with the Byrd Anti -Lobbying Amendment Certification. Name of Bidder's Authorized Representative: Title of Bidder's Authorized Representative: Colin Meneely Assistant Secretary 25. Suspension And Debarment Certification The Contractor acknowledges that (1) This Contract is a covered transaction for purposes of 2 C.F.R. pt. 180 and 2 C.F.R. pt 3000. As such the contractor is required to verify th its principals (defined at 2 C.F.R. § 180.995), or its affiliates (defined at 2 C.F.R. § 180.905) are excluded (defined at 2 C.F.R. § 180.940) or C.F.R. § 180.935). (2) The Contractor must comply with 2 C.F.R. pt. 180, subpart C and 2 C.F.R. pt 3000, subpart C and must include a requirement to comply wit lower tier covered transaction it enters into. (3) This certification is a material representation of fact relied upon by the City. If it is later determined that the Contractor did not comply with 2 and 2 C.F.R. pt 3000, subpart C, in addition to remedies available to the City, the Federal Government may pursue available remedies, it suspension and/or debarment. (4) The Contractor agrees to comply with the requirements of 2 C.F.R. pt 180, subpart C and 2 C.F.R. pt 3000, subpart C while this offer i period of any contract that may arise from this offer. The Contractor further agrees to include a provision requiring such compliance in its lower t DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 By virtue of submitting bid, bidder certifies or affirms its compliance with the Suspension and Debarment Certification. Name of Bidder's Authorized Representative: Title of Bidder's Authorized Representative: Colin Meneely Assistant Secretary 26. Suspension, Debarment, Or Contract Cancellation. Has bidder ever been debarred, suspended or other legal violation, or had a contrE performance by any public sector ? sector YES NO If answer to above is "YES," bidder shall submit a statement detailing the reasons that led to action(s): 27. Small And Disadvantaged Business Certification Pursuant to Resolution 2020-31519, the City is tracking the Small and Disadvantaged Businesses, as certified by Miami Dade County that ha or Disadvantaged Business by Miami -Dade County. Does bidder possess Small or Disadvantaged Business certification by MiamFDade County.? YES 02 NO 28. LGBT Business Enterprise Certification Pursuant to Resolution 2020-31342, the City is tracking the utilization of LGBT owned firms that have been certified as an LGBT Business I Gay and Lesbian Chamber of Commerce (NGLCC). Does bidder possess LGBT Business Enterprise Certification b the NGLCC? YES ® NO 29. Cone Of Silence Pursuant to Section 2-486 of the City Code, all procurement solicitations once advertised and until an award recommendation has be Commission by the City Manager are under the "Cone of Silence." The Cone of Silence orc at hops:/llibrary.municode.com/fVmiami beach/codes/code of orclinances?nodeld=SPAGEOR CH2AD ARTVIISTCO DIV4PR S2-486COS Any communication or inquiry in reference to this solicitation with any City employee or City official is strictly prohibited with the of exception Procurement Director, or his/her administrative staff responsible for administering the procurement process for this solicitation providing said o matters of process or procedure regarding the solicitation. Communications regarding this solicitation are to be submitted in writing to the Pro herein with a copy to the City Clerk at rafaelgranado@miamibeachfl.gov . By virtue of submitting bid, bidder certifies that it is in compliance with the Cone of Silence Ordinance, pursuant to Section 2-486 of the City Cod 30. Code Of Business Ethics Pursuant to City Resolution No.2000-23789, the Bidder shall adopt a Code of Business Ethics prior to executing a contract with the City. The shall be submitted to the Procurement Department with its response or within three (3) days of request by the City. The Code shall, at a minirr comply with all applicable governmental rules and regulations including, among others, the conflict of interest, lobbying and ethics provision c submitting Code of Business Ethics, bidder may indicate that it will adopt, as required in the ordinance, the City of Miami Beach C at http:/bvww.miamibeachfl.gov/city-halVprocuremenUprocurement-related-ordinance-and-procedures/ Bidder will submit firm's Code of Business Ethics within three 3 days of request by the Ci ? YES NO Bidder adopts the City of Miami Beach Code of Business Ethics? YES � NO 31. Lobbyist Registration & Campaign Contribution ReOUIREMENT$ This solicitation is subject to, and all bidders are expected to be or become familiar with, all City lobbyist laws, including lobbyist registration re( on campaign contributions, including: • Lobbyist Registration Requirements sections 2-397 through 2-485.3 of City Code (https:/Aibrarymunicode.comlfUmiami beach/codes/code of ordinances?nodeld=SPAGEOR CH2AD ARTVIISTCO DIV3LO) DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 By virtue of submitting bid, bidder certifies or affirms that they have read and understand the above Lobbyist Registration & Campaign Contribu 32. NON-DISCRIMINATION The Non -Discrimination ordinance is available at https:/Ilibrarymunicode.com/fl/miami beach/codes/code of ordinances?nodeld=SPAGEOR CH2AD ARTVIPR DIV3COPR S2-375NSCC( By virtue of submitting bid, bidder agrees it is and shall remain in full compliance with Section 2-375 of the City of Miami Beach Cr 33. FAIR CHANCE REQUIREMENT The Fair Chance Ordinance No. 20115 4012 is available at https:3brary.municode.com/fl/miami beach/codes/code of ordinances?nodeld=SPAGEOR CH62HURE ARTVFACHOR By virtue of submitting bid, bidder certifies that it has adopted policies, practices and standards consistent with the City's Fair Ch; agrees to provide the City with supporting documentation evidencing its compliance upon request. Bidder further agrees 1 representations made herein shall constitute a material breach of contract, and shall entitle the City to the immediate termil agreement, in addition to any damages that may be available at law and in equity. 34. PUBLIC ENTITY CRIMES Please refer to Section 287.133(2)(a), Fbrida Statutes, available at: hops:/lwww.fisenate.gov/Laws/Statutes/2012/287.133 By virtue of submitting bid, bidder agrees with the requirements of Section 287.133, Florida Statutes, and certifies it has not be vendor list. 35. Veteran Business Enterprises Preference Pursuant to City of Miami Beach Ordinance No. 2011-3748, hops:/Ilibrary.municode.coryVTmiami beach/op nodeld=SPAGEOR CH2AD ARTVIPR DIV3COPR S2-374PRPRPRVECOGOCOSE the City shall give a preference to a responsive and re a small business concern owned and controlled by a veteran(s) or which is a service -disabled veteran business enterprise, and which is withi lowest and best bidder, by providing such bidder an opportunity of providing said goods or contractual services for the lowest responsive bid result of the foregoing preference, the adjusted prices of two (2) or more bidders which are a small business concern owned and controlled by disabled veteran business enterprise constitute the lowest bid pursuant to an ITB, RFP, RFQ, ITN or oral or written request for quotation, and responsible and otherwise equal with respect to quality and service, then the award shall be made to the service -disabled veteran business enti Is the bidder a service -disabled veteran business enterprise certified by the State of Florida? YES NO Is the bidder a service -disabled veteran business enterprise certified by the United States Federal Govemment? YES NO CONTINUED ON THE FOLLOWING PAGE. DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 36. Sub -Contractors Providing Services to this Project: Work to be completed Name: N/A Tel: Email: Name: Tel: Email: Name: Tel: Email: Name: Tel: Email: Name: Tel: Email: Name: Tel: Email: Name: Tel: Email: Name: Tel: Email: Name: Tel: Email: Name: Tel: Email: Name: Tel: Email: DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 Please enter your password below and click Save to update your response. Please be aware that typing in your password acts as your electronic signature, which is just as legal and binding as an original signature. (See Electronic Signatures in Global and National Commerce Act for more information) To take exception: 1) Click Take Exception. 2) Create a Word document detailing your exceptions. 3) Upload exceptions as an attachment to your offer on BidSync's system. By completing this form, your bid has not yet been submitted. Please click on the place offer button to finish filling out your bid. Usemame mmcgowan@,)structural net Password ' Take Exception * Required fields DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 v y of Miami Beach Bid 2023-341-DF APPENDIX A /OIAMIBEACH Bid Price Form 5/5/2023 3:37 PM p. 40 DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 v y of Miami Beach Bid 2023-341-DF Bid Price Form The TOTAL BASE BID amount includes the all-inclusive total cost for the work specified in this bid, consisting of furnishing all materials, labor, equipment, shoring, supervision, mobilization, demobilization, overhead and profit, insurance, permits, and taxes to complete the work to the full intent as shown or indicated in the contract documents. The city will not accept any revision to the total base bid sum, divisions, line item totals, or add alternates, after the deadline for receipt of bids. In the event of discrepancy between the sum of the items in the schedule of values and the total base bid, the Bidder agrees that the total base bid shall govern. In the absence of a numerical value for any item or division, the City shall interpret as no bid for the division, which may disqualify Bidder. The allowance items that have been delineated below shall be used only upon the City's discretion, as needed. In the event that an allowance is not used in its entirety, any remaining balance shall be reflected on a deductive change order. TOTAL BASE BID 'See Section 0100, Sub -section 12. ADDITIVE ALTERNATES (In order of priority) Selection of additive alternates, if any, will be made pursuant to Section 0100, No. 10 Method of Award. NOT APPLICABLE DEDUCTIVE ALTERNATES (In order of priority) Selection of deductive alternates, if any, will be made pursuant to Section 0100, No. 10 Method of Award. NOT APPLICABLE End of Bid Price Form. 5/5/2023 3:37 PM p. 41 DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 ATTACHMENT A REVISED APPENDIX C MIAMIBEACH SCHEDULE OF VALUES DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 SCHEDULE OF VALUES Bidders should fully complete the Schedule of Values to include quantities, units of measure, unit pricing, and totals. The cost of any item(s) of work not covered by a specific contract unit price shall be included in the contract unit price to which the item(s) is most applicable. Both unit price and extended total prices must be stated in units of quantity specified in the bidding specifications. Bidder agrees that any unit price listed in the Bid is to be multiplied by the stated quantity requirements in order to arrive at the total. ITEM DESCRIPTIONLINE QUANTITY UNIT COST TOTAL BRIDGE REPAIR 1 Object Marker Signs (OM2-1 V) 4 Each $ 870.00 $ 3,480.00 2 Expansion Joint Replacement (Joint 79.50 Linear Feet with Backer Road and Seal) $ 68.00 $ 5,406.00 3 Polymer Nosing 19.60 Cubic Feet $ 670.00 $13,132.00 3 Epoxy Resin for Above Water Concrete 4 Crack (Two Part Component, High 61 Linear Feet Solid, Low -Viscosity) $190.00 $ 11,590.00 4 Concrete for Concrete Spalls (5500 1 Cubic Yard 5 PSI, Type IV Portland Cement) $ 44,762.00 $ 44,762.00 5 Standard Integral Pile Jacket, 4.60 Linear Feet 6 Structural, 16.1" to 30" $3,500.00 $ 16,100.00 & "No Fishing" Sign, Post, Ground 2.00 Each 7 Mounted. $ 950.00 $ 1,900.00 7- 8 Selective Clearing & Grubbing 26 Square Foot $ 200.00 $ 5,200.00 9 Cleaning & Coating Concrete Surfaces, 184 Square Foot 9 Class 5 $ 40.00 $ 7,360.00 8 PFojeGt lnfGFrnati0R SigRG 4 €aGh $ $ MISCELLANEOUS 44- Trash Removal and Disposal - 1 Lump Sum 10 Including Disposal Fee $ $ 23,440.00 4-2 MOT and Equipment 7--G Lump Sum $ $ 39,550.00 4-3 Barge Rental 5 Per Month12 $ g g50.00 $ 22,125.00 44 13 Floating Turbidity Barrier 180 Linear Feet $ 99.00 $17,820.00 4-5 Mobilization 1 Lump Sum $ $ 36,516.00 TOTAL. AMOUNT $ ITT 1.00 DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 ATTACHMENT D INSURANCE REQUIREMENTS DocuSign Envelope ID: D3C467A5-4625-4A6E-8395-6C583EDC7CF8 TYPE 8 — CONSTRUCTION - SMALL (INSTALLATION FLOATER) INSURANCE REQUIREMENTS The vendor shall maintain the below required insurance in effect prior to awarding the contract and for the duration of the contract. The maintenance of proper insurance coverage is a material element of the contract and failure to maintain or renew coverage may be treated as a material breach of the contract, which could result in withholding of payments or termination of the contract. A. Workers' Compensation Insurance for all employees of the Contractor as required by Florida Statute Chapter 440 and Employer Liability Insurance with a limit of no less than $1,000,000 per accident for bodily injury or disease. Should the Contractor be exempt from this Statute, the Contractor and each employee shall hold the City harmless from any injury incurred during performance of the Contract. The exempt contractor shall also submit (i) a written statement detailing the number of employees and that they are not required to carry Workers' Compensation insurance and do not anticipate hiring any additional employees during the term of this contract or (ii) a copy of a Certificate of Exemption. B. Commercial General Liability Insurance on an occurrence basis, including products and completed operations, property damage, bodily injury and personal & advertising injury with limits no less than $1,000,000 per occurrence, and $2,000,000 general aggregate. C. Automobile Liability Insurance covering any automobile, if vendor has no owned automobiles, then coverage for hired and non -owned automobiles, with limit no less than $1,000,000 combined per accident for bodily injury and property damage. D. Contractors' Pollution Legal Liability (if project involves environmental hazards), with limits no less than $1,000,000 per occurrence or claim, and $2,000,000 policy aggregate. E. Installation Floater Insurance against damage or destruction of the materials or equipment in transit to, or stored on or off the Project Site, which is to be used (installed into a building or structure) in the Project. (City of Miami Beach shall Named as a Loss Payee on this policy, as its interest may appear. This policy shall remain in force until acceptance of the project by the City.) Additional Insured — City of Miami Beach must be included by endorsement as an additional insured with respect to all liability policies (except Professional Liability and Workers' Compensation) arising out of work or operations performed on behalf of the contractor including materials, parts, or equipment furnished in connection with such work or operations and automobiles owned, leased, hired or borrowed in the form of an endorsement to the contractor's insurance. DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 Notice of Cancellation — Each insurance policy required above shall provide that coverage shall not be cancelled, except with notice to the City of Miami Beach c/o EXIGIS Insurance Compliance Services. Waiver of Subrogation — Vendor agrees to obtain any endorsement that may be necessary to affect the waiver of subrogation on the coverages required. However, this provision applies regardless of whether the City has received a waiver of subrogation endorsement from the insurer. Acceptability of Insurers — Insurance must be placed with insurers with a current A.M. Best rating of A:VII or higher. If not rated, exceptions may be made for members of the Florida Insurance Funds (i.e. FWCIGA, FAJUA). Carriers may also be considered if they are licensed and authorized to do insurance business in the State of Florida. Verification of Coverage — Contractor shall furnish the City with original certificates and amendatory endorsements, or copies of the applicable insurance language, effecting coverage required by this contract. All certificates and endorsements are to be received and approved by the City before work commences. However, failure to obtain the required documents prior to the work beginning shall not waive the Contractor's obligation to provide them. The City reserves the right to require complete, certified copies of all required insurance policies, including endorsements, required by these specifications, at any time. CERTIFICATE HOLDER MUST READ: CITY OF MIAMI BEACH c/o EXIGIS Insurance Compliance Services P.O. 947 Murrieta, CA 92564 Kindly submit all certificates of insurance, endorsements, exemption letters to our servicing agent, EXIGIS, at: Certificates-miami beach (d)riskworks.com Special Risks or Circumstances - The City of Miami Beach reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other special circumstances. Compliance with the foregoing requirements shall not relieve the vendor of his liability and obligation under this section or under any other section of this agreement. DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 MIAMI BEACH Competitive Bid Reports - C2 G COMMISSION MEMORANDUM TO: Honorable Mayor and Members of the City Commission FROM: Alina T. Hudak, City Manager DATE: September 13, 2023 SUBJECT: REQUEST FOR APPROVAL TO AWARD A CONTRACT PURSUANT TO INVITATION TO BID (ITB) 2023-341- DF 73RD STREET BRIDGE REPAIR. RECOMMENDATION It is recommended that the Mayor and City Commission approve the award of a contract to Structural Preservation Systems, LLC, pursuant to Invitation to Bid (ITB) No. 2023-341-DF for repairs to the 73rd Street bridge and authorize the City Manager and City Clerk to execute a contract. This solicitation is currently under the cone of silence. BACKGROUND/HISTORY The 73rd Street Bridge is located between Dickens Avenue and Wayne Avenue within the Biscayne Point neighborhood. According to the Florida Department of Transportation (FDOT) Bridge Inspection Reports from April 30, 2016, to April 7, 2020, this bridge has consistently received a sufficiency rating of 61. Since the rating is below FDOT's recommended minimum threshold of 70, improvements are proposed to bring the bridge into compliance. Through this ITB, the City requested bids from contractors to improve the bridge's substructure and superstructure. Construction tasks for the project include but are not limited to concrete repairs (cracks, spalls, etc.), expansion joint replacement, vegetation removal, traffic railing cleaning and recoating, exposed rebar removal, and pile jacket installation. ANALYSIS On May 5, 2023, the ITB was issued. The Procurement Department issued bid notices to approximately 63,000 companies utilizing the City's e-procurement system, with 79 prospective bidders accessing the solicitation. On May 16, 2023, a site visit and pre -bid conference were held to provide information to proposers. Responses were due and received on July 7, 2023. The City received four (4) responses from the following firms: Interstate Construction, LLC, Structural Preservation Systems, LLC, Southern Road & Bridge, LLC, and Titan Construction Management LLC. A tabulation of bids received is provided in Attachment "A." The solicitation stated that the lowest overall responsive, responsible Bidder meeting all terms, conditions, and specifications would be recommended for award. The Procurement and Public Works Departments verified that the overall lowest responsive bid submitted by Structural Preservation Systems, LLC ("SPS") met the requirements of the solicitation, including licensure and experience requirements. SPS has performed work for several South Florida public and private agencies, and all references provided positive feedback. Accordingly, SPS has been deemed the lowest responsive and responsible Bidder, meeting all terms, conditions, and specifications of the ITB. Structural Preservation Svstems. LLC Since 1979, Structural Preservation Systems, LLC ("SPS") has served commercial, public, transportation, water, industrial, and power customers. SPS also provides a wide range of specialty repair and maintenance services for civil and structural infrastructure. In combination with other Structural Group, Inc. companies, SPS is the largest concrete repair and maintenance provider in the United States and ranked No. 34 on Engineering News -Record (ENR) magazine's 2018 Top 600 Specialty Contractors list. All references provided positive feedback with regard to services provided by this contractor. SUPPORTING SURVEY DATA According to the 2022 Community Satisfaction Survey conducted by ETC Institute, roadway pavement and bridge improvements are 42.2% and 14.8%, respectively, the most critical capital improvement projects. Through this ITB, the City aims to reinforce the safety of a critically used bridge for City residents. FINANCIAL INFORMATION The available budoet for this ITB is $378,000.00. The enoineers estimate for the Droiect $399.847. The bid submitted by Structural DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 Preservation Systems, LLC, the lowest responsive and responsible Bidder, was for a grand total of $249,906.00. Grant funding will not be utilized for this project. Grand Total: $249,906.00 10% Contingency: $24,990.60 ContractAmount: $274,896.60 Am ou nt(s)/Accou nt(s): 302-0815-069357-29-410-522-00-00-00-22920 $ 274,896.60 $ 274,896.60 CONCLUSION Based on the foregoing, I recommend that the Mayor and City Commission of the City of Miami Beach, Florida, approve the award of a contract to Structural Preservation Systems, LLC, pursuant to Invitation to Bid (ITB) No. 2023-341-DF for 73rd Street Bridge Repairs, and, further, authorize the City Manager and City Clerk to execute a contract. Applicable Area North Beach Is this a "Residents Right Does this item utilize G.O. to Know" item, pursuant to Bond Funds? City Code Section 2-14? Yes No Legislative Tracking Public Works/Procurement ATTACHMENTS: Description ❑ Tabulation OMB Available Balance DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 ITB 2023-341-DF -Tabulation Interstate Southern Road and Construction Bridge $ 293,415.00 $ 432, 31.00 $25.00 $25,00 $1,500.00 $1500.00 $ 2940940,00 $ 4330656,00 1Structural Preservation Systems is being the lowest, responsive and responsible bidder recommended for award [Structural Preservation Systems $ 248,381.00 $25.00 $1,500.00 $ 249,906.00 Titan Construction Management $ 332.549.50 $25.00 $1,500.00 $ 334.074.50 DocuSign Envelope ID: D3C467A5-4625-4A6E-B395-6C583EDC7CF8 Available and Future Balances as of 8/25/2023 FINANCIAL INFORMATION The available budget for this iTB is $378,000.00. The engineer's estimate for the project $399,847. The bid submitted by Structural Preservation Systems, LLC, the lowest responsive and responsible Bidder, was for a grand total of $249,906.00. Grant funding will not be utilized for this project. Grand Total: $249,906.00 10% Contingency: $24,990.60 ContractAmount: $274,896.60 Amount(s)/Accou nt(s): 302-0815-069357-29-410-522-00-00-00-22920 $ 274.896.60 $ 274,896.60 Account."-- 08P1DacA-CV0f M,a-Beach Account Fucd 302 Par as You Aar 302-0815-069357-29410-522-00-00-OD-2292D Ong 30082430 Pubncw am-- CapnabConnacts DAccount Notes Obt— 069357 a pne-C. Type Eapenae 5e•nn Active - P.oHtt 22920 ©QTYIMDE BMDGES "W SubRe:lup 4 Year Comparison Current Year W—,, 3 Year Graph H-.'y Graph Yr.'po, zw23 0 Fatal Yaer 2023 F,—! Yea, 2022 F•W Yen 202• Fiscal Yea. 2024 W 0n9—&.4 t 595,739.65 a 83,01028 © 811112.20 © 00 © 218.035.20 T—f—. 3.000.000 00 © 750.000.00 © 4,090.00 © 00 6 4,404,090.DO T—fara 0m 00 © -235.00000 1*] -218,035.20 © 00 © -509,958.20 CC F--W 6.4w 3.595,739.6S 598.010.28 597,167.00 00 4,112,167.00 aetua+q/ .ol 138.407.85 © Z270.63 © 514,156.72 © 00 704,535.23 Exumar•xea 1,357,298. 30 © .00 O 00 © 00 O 1,3S7.298.30 RepUHn10N -00 © 00 J .00 aYau•b!• 2.050,033A7 59S,739.65 83.010.28 00 2,0S0,033.47 Peron —d 4299 38 8610 00 50.15 Granado, Rafael From: DocuSign NA3 System <dse_NA3@docusign.net> on behalf of Alissa Caporelli via DocuSign <dse_NA3@docusign.net> Sent: Wednesday, November 8, 2023 6:10 PM To: Granado, Rafael Subject: Completed: Complete with DocuSign: Contract Award 23-341-01 73rd Street Bridge Repairs.pdf, Commission Ite... [ THIS MESSAGE COMES FROM AN EXTERNAL EMAIL - USE CAUTION WHEN REPLYING AND OPENING LINKS OR ATTACHMENTS ] 0 Alissa Caporelli AlissaCaporelli@miamibeachfl.gov All parties have completed Complete with DocuSign: Contract Award 23-341-01 73rd Street Bridge Repairs.pdf, Commission Ite.... Good morning, Rafael and Regis. Please find the attached agreement pursuant to ITB 2023-341-DF for the 73rd Street Bridge Repairs, with all the supporting documents, for execution. Please date and sign where indicated. This item was approved via Commission on September 13, 2023, Item C2 G. There is no resolution. Thank you. Powered by M1 1 Do Not Share This Email This email contains a secure link to DocuSign. Please do not share this email, link, or access code with others. Alternate Signing Method Visit DocuSign.com, click'Access Documents', and enter the security code: 42D894A450BF4B04AD5CD94A38DE7DBC3 About DocuSign Sign documents electronically in just minutes. It's safe, secure, and legally binding. Whether you're in an office, at home, on -the -go -- or even across the globe -- DocuSign provides a professional trusted solution for Digital Transaction ManagementTM. Questions about the Document? If you need to modify the document or have questions about the details in the document, please reach out to the sender by emailing them directly. Stop receiving this email Report this email or read more about Declining to sign and Managing notifications. If you are having trouble signing the document, please visit the Help with Signing page on our Support Center. LI Xluownload the DocuSign App This message was sent to you by Alissa Caporelli who is using the DocuSign Electronic Signature Service. If you would rather not receive email from this sender you may contact the sender with your request.