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Grant Agreement between CMB and Blue Lab Preservation Society Inc 2.023 .. 32782. DocuSign Envelope ID:B7A0AB23-2E75-4F56;BBC2-136FCCE7EAF9 JUN 0 3 1024 G.O. BOND FOR ARTS &CULTURE GRANT AGREEMENT This GRANT AGREEMENT (this "Agreement") is made as of this a day of c7vNE. , 2024 (the "Effective Date"), by and between the City of Miami Beach, Florida, a municipal corporation duly organized and existing under the laws of the State of Florida (the "City"), and Blue Lab Preservation Society Inc., a Florida not-for- profit corporation d/b/a ReefLine ("Grantee") (the City and Grantee, each a "Party" and collectively, the"Parties"). RECITALS WHEREAS, Grantee is a 501(c)3 non-profit foundation with a mission to build positive community impact by addressing ocean pollution, water quality, climate change, and environmental and social issues; and WHEREAS, Grantee develops responsive strategies and solutions with a core mission to educate and inspire global environmental action by directing grant and philanthropic funding toward innovative projects that seek to restore, reinforce, and protect coastal marine ecosystems, rivers, and lakes, as more particularly described in Exhibit A; and WHEREAS, on July 20, 2022, the Mayor and City Commission of the City of Miami Beach approved Resolution No. 2022-32261 calling for a November 8, 2022 special election for the purpose of submitting to the electorate of the City of Miami Beach a question asking whether the City should be authorized to issue general obligation bonds, from time to time, not exceeding $159,000,000 in aggregate principal amount (the "Bonds"), payable from unlimited ad valorem taxes,to improve facilities for resiliency of arts and cultural institutions throughout the City, including museums, performance venues, artistic playgrounds, senior/cultural centers, botanical garden, aquatic sculpture park and related artist/workforce housing (the"GO Bond for Arts and Culture Program"or the "GOBAC Program"); and WHEREAS, a majority of the City's residents who voted in the November 8, 2022 special election approved the GO Bond for Arts and Culture Program; and WHEREAS, Resolution 2022-32261 contemplated that if approved in the referendum, the GO Bond for Arts and Culture Program would provide funding for specific projects; and WHEREAS, the Grantee is undertaking the design and construction of the Aquatic Sculpture Park (the "Project"), which was specifically approved as part of the GOBAC Program or is otherwise eligible for funding through the GOBAC Program; and WHEREAS, the Project will be executed in phases, as more specifically described in Exhibit B1;and WHEREAS, Miami-Dade County (the "County"), through its Department of Regulatory and Economic Resources, Division of Environmental Resources Management ("DERM"), manages artificial reef activities and is the permittee for various local, state, and federal regulatory permits for artificial reefs in Miami-Dade County outside of Biscayne National Park and Florida Keys National Marine Sanctuary(the"County Permits"); and 1 DocuSign Envelope ID:B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 WHEREAS, DERM, with the approval of the County's Board of County Commissioners pursuant to Resolution No. R-936-23, has agreed to allow the City to work under the County's permits subject to satisfaction by the City of the terms and conditions set forth in the agreement between the County and the City ("County Agreement"), a copy of which is attached hereto as Exhibit B2 and incorporated herein; and WHEREAS, on September 27, 2023, via Resolution No. 2023-32781, the City Commission approved the County Agreement and authorized its execution by the City Manager and City Clerk; and WHEREAS, the Grantee has developed the technical plans and specifications for the first phase of the Project which will entail the construction and installation of approximately 188 cubic yards of artificial reef material within the boundaries of the area covered by the County Permits and in accordance with the County Agreement; and WHEREAS, the Project is estimated to cost $4,347,826, as further described in Exhibit C, subject to and contingent upon the availability of GOBAC Program proceeds;and WHEREAS, the Project is eligible for funding from the GO Bond for Arts and Culture Program in a total amount not to exceed $5,000,000, which includes a grant award in the amount of$4,347,826 and a contingency in the amount of$652,174, as set forth in greater detail below; and WHEREAS, the Project will result in physical improvements to an area, facility, resource or site to increase its ability or capacity to serve the public; and WHEREAS, on November 16, 2022, the Mayor and City Commission of the City of Miami Beach approved Resolution No. 2023-32594 requiring the City Administration and the Office of the City Attorney to negotiate and secure public benefits in the grant agreements with each cultural arts organization that receives GOBAC Program proceeds;and WHEREAS, the Mayor and City Commission of the City of Miami Beach and the governing board of the Grantee have authorized, by resolution, their respective representatives to enter into this Agreement describing their respective rights and obligations in the funding for, and construction of,the Project; and NOW, THEREFORE, pursuant to Resolution Nos. 2023-32523 and 2023-32593, which specifically authorize the City Manager to execute grant agreements to expend the GOBAC Program bonds proceeds for the purposes described in such resolution, and Resolution No. 2023-32782 which specifically authorizes the execution of this Agreement, and in consideration.of the premises and the mutual covenants and conditions herein contained and the mutual benefits to be derived from this Agreement, it is agreed by the Parties hereto as follows: ARTICLE 1 GRANT 1.1 Recitals. The Recitals above are true and correct and are incorporated herein by reference. 1.2 Award of Grant; Contingency. The City hereby awards a grant to Grantee in the aggregate sum of $4,347,826 (the "Grant Award"), to be funded by the City 2 DocuSign Envelope ID:B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 solely from the Bonds proceeds on a reimbursement basis, to design and construct the Project and/or to acquire equipment. The City shall have no obligation to disburse to Grantee any portion of the Grant Award which remains unused at the completion of the Project and Grantee shall have no claim to such unused portion of the Grant Award. The City Manager (or her designee) may increase the Grant Award by an amount not to exceed $652,174 (the "Contingency") if the Grantee establishes to the reasonable satisfaction of the City Manager (or her designee) with appropriate documentation that unforeseen conditions or other factors beyond the reasonable control of the Grantee have resulted in increased costs for the Project, provided (a) the use of Contingency funds must satisfy all requirements and comply with all restrictions applicable to the use of Grant Award funds, including without limitation the requirements set forth in Section 1.5 below and (b) the Contingency may not be used by Grantee to alter or expand the Project scope as set forth in Exhibit B1. 1.3 Public Purpose. The Grant Award is awarded to this Grantee based on the understanding that the Grantee is performing a public purpose through the programs, projects, and services. Use of these funds for any program component not meeting this condition will be considered a material breach of the terms of this Agreement and will allow the City to seek all available remedies including, but not limited to those outlined in Section 6.2. In consideration of the Grant Award, in addition to Grantee's obligations pursuant to Sections 1.5 and 1.6 and other provisions of this Agreement, to comply with Resolution No. 2022-32405, Grantee shall provide the additional public benefit described in Exhibit D. 1.4 Funding Contingencies. The City's obligation to fund all or any portion of the Grant is subject to and contingent upon (a) issuance of the Bonds and (b) such funding continuing to be allowed and permissible pursuant to applicable law, as same may be amended from time to time. If(x) the Bonds are not issued for any reason or(y)the City's performance and obligation to Grantee with respect to the Grant Award is disallowed or rendered impermissible by applicable law, then City's obligation to fund the Grant Award shall be extinguished, and neither Party shall have any further liability or obligation to the other with respect to the Grant Award or this Agreement, except for any liability or obligation which expressly survives the term of this Agreement. 1.5. Use of Grant Award. Grantee may use the Grant Award disbursed to Grantee by the City pursuant to the terms of this Agreement solely to pay for capital expenditures as defined in Treas. Reg. Section 1.150-1 1 and may not be for any other purpose including to pay for operating expenses, ordinary maintenance and repairs, or to acquire equipment having a useful life of less than one year. Grant Award funds may be used to pay for costs of project supervision by an owner's representative or by Grantee's own employees, provided (i) such costs must constitute capital expenditures as defined in Treas. Reg. Section 1.150-1 and (ii) if an employee of Grantee or an affiliate provides supervision, only such portion of such employee's base salary, employment taxes and employer-provided 1 Treas. Reg. Section 1.150-1(b)defines"capital expenditure" as:any cost of a type that is properly chargeable to capital account. . . under general Federal income tax principles. For example,costs incurred to acquire, construct,or improve land, buildings, and equipment generally are capital expenditures. 3 DocuSign Envelope ID:B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 benefits as is directly related to Project supervision may be reimbursable with Grant Award funding, and Grantee shall cause such employee to maintain daily time records so that an appropriate allocation may be determined. Not more than fifteen percent (15%) of the Grant Award may be used to pay for architectural and engineering services required to develop and submit all construction documents and other submittals (including revisions) necessary to obtain all permits for the Project, as well as all other so-called "design costs," including without limitation interior design, lighting design, sound design and landscaping design. It is expressly understood and agreed, that any building, structure or other site into which the Project (including equipment acquired) is incorporated and, in whole or in part, with the Grant Award must be open and reasonably accessible to the public during reasonable and customary business hours, provide public exposure and benefit the public unless otherwise noted in this Agreement. For at least twenty-five (25) years from the completion of the Project, the Grantee shall (a) maintain, repair, upgrade and/or replace the Project (or portion thereof) and, if applicable, the facility into which the Project is incorporated; (b) keep the Project and, if applicable, the facility into which the Project is incorporated, open during reasonable and customary business hours to all Miami Beach residents and members of the general public; and (c) use the facility and/or equipment acquired and/or improved under the Project for the benefit of the public. If the Grant Award is for less than $1,000,000, then Grantee shall not be deemed in breach of subparagraph (a) in the foregoing sentence if Grantee uses its best efforts to secure the funding necessary to comply with such obligations and nevertheless fails to secure such funding. 1.6 Substantial Completion of the Project. Grantee shall use commercially reasonable best efforts to ensure the Project achieves Substantial Completion (as defined below) on or before July 26, 2026. For purposes of this Agreement, "Substantial Completion" means (a) If the Project (or portion thereof) entails construction, the date when the work constituting the Project, as certified in writing by the Grantee and the lead Consultant (i.e., the "architect of record" or the "engineer of record," as the case may be),, if any, has been developed, designed, engineered and constructed in accordance with the applicable contract documents such that all conditions of permits and regulatory agencies have been satisfied and the Project is ready for occupancy, utilization and continuous commercial operation for the uses and purposes intended by the Grantee, 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 Consultant, and evidenced by (1) the issuance of a Certificate of Occupancy or Certificate of Completion by the authority having jurisdiction (if applicable); (2)the issuance of a Certificate of Substantial Completion by the lead Consultant for any portion of the Project for which a Consultant was engaged; and/or (3) such other documentation as the City Manager may reasonably request as evidence that the Project has achieved Substantial Completion. (b) if the Project (or portion thereof) entails the purchase of equipment, the date that such equipment has been installed in accordance with all applicable manufacturer instructions and building codes such that the 4 DocuSign Envelope ID:B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 Grantee will be able to use such equipment for its intended purpose(s). On or before the Substantial Completion date of the Project, Grantee shall submit to the City: i. applicable contract documents relating to the Project(or portion thereof); ii. copies of all agreements, permits, and licenses, and all insurance policies or certificates, if any, pertaining to the Project (or portion thereof); iii. all manufacturers,suppliers'and subcontractors'warranties duly assigned to Grantee, the City and County (the "Warranties), and all maintenance and operating instructions pertaining to the completed work; including the standard manufacturer's warranty for all fixtures and equipment purchased in relation to the Project (or portion thereof) and a minimum one (1) year warranty for all work contracted or associated with the Project; iv. bills of sale, purchase documentation, or assignments evidencing title for the Project(or portion thereof)vesting in Grantee; and v. any other documents or information which the City Manager may reasonably request in connection with the Project. 1.7 Contractors and Design Consultants. The contractors hired by Grantee in connection with the construction of the Project may be individually referred to as a "Contractor" or collectively referred to herein as "Contractors". The lead architect or lead engineer, as applicable, retained by Grantee in connection with the design of the Project is referred to herein as the "Consultant". The Contractors and Consultant shall hold all required licenses to perform the services under the contract and shall not be a Contractor or Consultant who is currently debarred or otherwise not in good standing with the City. 1.8 Agreement with Contractors. Each agreement between Grantee and a Contractor shall contain a warranty of all work performed by each such Contractor for the benefit of the Grantee, the City and the County. The City and the County shall be expressly named as third-party beneficiaries of such warranty. In addition, each agreement between Grantee and a Contractor shall include the following clause: "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, any of the Work is found to be defective or not in accordance with the contract documents, Contractor, after receipt of written notice from Grantee, the City, or the County, as applicable, shall promptly correct such defective or nonconforming Work within the time specified by the notifying party at Contractor's sole cost and expense. Nothing contained herein shall be construed to establish a period of limitation with respect to any other obligation which Contractor may have under the contract 5 DocuSign Envelope ID:B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 documents including but not limited to, Contractor's warranty obligations hereof and any claim regarding latent defects and the Contractor expressly acknowledges and agrees that the Grantee, the City and the County shall each have the right to bring a claim for latent defects." ARTICLE 2 BUDGET AND FUNDING 2.1 Project Cost. As referenced in this Agreement, the "Project Cost" shall mean the hard and soft capital costs necessary for the construction of the Project and/or the acquisition of equipment necessary to implement the Project. Grantee has estimated that the total Project Cost for all phases shall be $4,347,826 (the "Budget"), as more particularly set forth in Exhibit C hereto. Exhibit C reflects all sources of funding for all phases of the Project, and the sum of such sources must equal or exceed the Budget. Exhibit Cl attached hereto reflects the detailed Budget for Phases 1 and 2 of the Project. Prior to the submission of any Reimbursement Request (as defined below), Grantee shall supplement Exhibit C to include a cash flow schedule detailing anticipated dates and amounts to be received from other Project funding sources, if any, and estimated dates and amounts of payments due to the Consultant, Contractors and other third parties (the "Cash Flow Schedule"). Exhibit C2 attached hereto reflects the Cash Flow Schedule for Phases 1 and 2 of the Project. Prior to commencement of any work related to Phase 3, Grantee shall submit to the City, for review and approval, a detailed budget for Phase 3, which shall be attached as Exhibit C3, as well as a cash flow schedule for Phase 3, which shall be attached as Exhibit C4. If at any time the Grantee anticipates that the actual Project Cost will exceed the Budget, Grantee shall provide immediate written notice to the City which shall include: (a) a revised, detailed cost estimate for the Project Cost and (b) documentary evidence reasonably satisfactory to the City regarding Grantee's sources of funding for all costs in excess of the Budget. Grantee shall be permitted to modify the Budget to increase any line item(s) by decreasing other line item(s) to account for changes in actual costs so long as such modifications do not alter the scope of the original Project or reduce the useful life of assets acquired with the Grant Award. If Grantee wishes to revise the scope of the Project to enable it to complete the Project within the Budget, the Grantee must obtain the approval of the City Commission. 2.2 Grantee Solely Responsible for Project Expenses and Cost Overruns. The Grantee agrees to be responsible for all work performed and all expenses incurred in connection with the Project. The Grantee may contract as necessary to complete the Project, including entering into contracts with vendors for services and commodities, provided that it is understood by the Grantee that the City shall not be liable to any such vendors for any expenses or liabilities incurred pursuant to any contracts or agreements the Grantee may enter into with such vendors, and that the Grantee shall be solely liable to all such vendors for all expenses and liabilities incurred under such contracts or agreements. Without limiting the generality of the foregoing, the City shall have no obligation to fund any Project Cost in excess of the Grant Award and Grantee shall be solely responsible for any Project Cost in excess of the Budget as required and necessary to complete the Project. 6 DocuSign Envelope ID:B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 2.3 Grant Managers. Each of the City and the Grantee shall designate an individual to serve as grant manager (the "City Grant Manager" and "Grantee Grant Manager," respectively). The initial City Grant Manager shall be the Director of the Facilities & Fleet Management Department or his or her designee and the initial Grantee Grant Manager shall be Ximena Caminos. If a different grant manager is designated by either Party after execution of this Agreement, notice of the name and contact information of the new grant manager will be submitted in writing to the other Party and maintained in the respective parties' records. A change of grant manager does not require a formal amendment or change order to the Agreement. 2.4 Administration of Grant Award by Grantee. The Grantee shall administer the Grant Award responsibly and in accordance with reasonable general accounting standards, including by developing and adhering to a Project budget based upon reasonable estimates of expenditures necessary to complete the Project within the Budget. All expenditures will be subject to the terms of this Agreement. 2.5 Reimbursement Requests, Monthly Progress Reports and Payments. Subject to the terms and conditions of this Agreement, the Grant Award shall be paid by the City to Grantee as follows: a. The Grant Award shall be paid to Grantee in installments on a reimbursement basis (each such installment, a "Grant Disbursement"). In order to request a Grant Disbursement, Grantee shall submit to the City a completed, signed and notarized reimbursement request, in the form attached as Exhibit E hereto (or such other form as the City may require)(each, a "Reimbursement Request"), along with (i) the monthly status report described in subsection (d), below and (ii) all appropriate supporting documentation, including, without limitation, the applicable contract (including the schedule of values), licensing and insurance information for Contractors, Contractor payment applications, estimate(s),invoice(s), evidence of payment (receipts), warranty information and any other documentation with respect to the Project which may be requested by the City Grant Manager (collectively, the items identified in (i) and (ii), the "Supporting Materials"). Any Reimbursement Request for purchases of equipment, materials or personal property shall require (A) that the purchase of such equipment, materials or personal property qualify as a capital expenditure pursuant to Treas. Reg. Section 1.150-1(b) and related I.R.S. guidance, as determined by the City in its sole discretion, and (B) documentation that such equipment, materials and/or personal property have been delivered to Grantee, and are in Grantee's possession, in Miami Beach, Florida, as conditions precedent to payment. The Grantee shall be solely responsible for submitting all documentation required by this Agreement. b. Project Costs shall be identified, tracked, accounted for, invoiced, and paid by Grantee in a manner that clearly distinguishes the Project Costs from other costs incurred by Grantee.The City shall make Grant Disbursement to the Grantee by check or wire transfer, as the City determines in its sole discretion. Grantee shall submit to the City Grant Manager a Reimbursement Request together with all Supporting Materials on or before the 15th of each month for any sums expended in connection with the Project for the preceding month. Provided that an uncured default does not exist,and that Grantee is otherwise in 7 DocuSign Envelope ID:B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 compliance with the terms of this Agreement, the City will make the Grant Disbursement within twenty-five (25) business days of its receipt of an acceptable Reimbursement Request and all Supporting Materials. Grantee understands and agrees that reimbursements to the Grantee will be made solely in accordance with applicable state and federal laws.Any and all reimbursement obligations of the City shall be fully subject to and contingent upon the availability of funding solely from the GOBAC Program funds. c. Grantee shall also be responsible for reporting, on a continuous, on- going basis any contractual relationship established to perform work or services on the Project, including start date and project schedule, reflecting a target Substantial Completion date not later than July 26, 2026, in the Monthly Status Report. Additional reports may be required at the discretion of the City Manager or her designee. d. To demonstrate that the Grant Award has been used in accordance with the description of the Project as reflected in Exhibit B1 and the Budget as outlined in Exhibit C1, and that Grantee has met and fulfilled all requirements as outlined in this Agreement, Grantee shall submit a Monthly Status Report in the form attached as Exhibit C5 to the City on or before the 15th day of each month (whether or not a Reimbursement Request is Submitted), to include, at a minimum, (i) a brief narrative describing the Project status, (ii) a spreadsheet reflecting the actual expenditures as of the end of the preceding month compared against the Budget, (iii) an updated Project schedule, if applicable, and (iv) a certification by an officer of Grantee that Grantee is meeting or has fulfilled all Project and financial requirements. 2.6 Bank Accounts. Monies received pursuant to this Agreement shall be kept in accounts in established Florida banks, credit unions or savings and loan associations whose identity shall be disclosed in writing,with the identity and title of individuals whom the Grantee authorizes to withdraw or write checks on Grant Award funds from the banking institution identified in the bank account disclosure. 2.7 Expenditure Deadline. The Grantee shall spend or commit all of the Grant Award on or before three (3)years from the grant execution date (the "Expenditure Deadline"). Any Grant Award funds not spent or committed by the Expenditure Deadline or for which a Project extension has not been requested shall revert to the City and this Agreement shall be terminated in accordance with the provisions of this Agreement. A Project extension may be requested in writing from the City Manager at least thirty (30) business days prior to the Expenditure Deadline. The City Manager may, in her sole discretion, grant an extension of up to one (1) year from the Expenditure Deadline so long as such extension will not significantly alter the Project including its quality, impact, or benefit to the organization, the City or its residents. Additional extensions (not to exceed one (1)year in any event) may be authorized by the City Commission if the Grantee can document in a written request sufficient Project progress and good cause for such additional extension. 2.8 Payment Does Not Constitute Waiver of Claims or Warranties. Notwithstanding anything contained in this Agreement, payment of the Grant Award shall not constitute a waiver of claims by the City for: (i) faulty or defective work or product(s); (ii) failure of the work to be in strict accordance with the approved 8 DocuSign Envelope ID:B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 final plans and specifications for the Project; or (iii) the terms of any warranties required by the applicable contract documents. The Grantee shall use best efforts to process and resolve claims for defects and/or warranty issues expeditiously. All warranties shall commence on the date of Substantial Completion of the Project (or portion thereof), unless otherwise provided. 2.9 Annual Report. In addition to the monthly reports required pursuant to Section 2.5(d), above, Grantee shall submit on or prior to September 30th of each year from the date of execution of this Agreement through the expiration or termination of this Agreement, a written report to the City Manager demonstrating that Grantee is fulfilling its purpose and has complied with all applicable City, Miami-Dade County, state and federal requirements. The City Manager may also request that a compilation statement and/or independent financial audit and accounting for the expenditure of the Grant Award funds be prepared by an independent certified public accountant at Grantee's expense. 2.10 Final Report. In addition to the monthly and annual reports required pursuant to Sections 2.5(d) and 2.9, above, within thirty (30) days of completion of the Project, the Grantee shall submit a final written report to the City Manager demonstrating that Grantee is fulfilling its purpose and has complied with all applicable City, Miami- Dade County, state and federal requirements, and which report shall include, at a minimum: (a) the date the Project (or area of the facility incorporating the Project) was placed in service (b) the useful life of the Project, and (c) the amount of the Grant Award applied for each asset or improvement constituting the Project. 2.11 Failure to Submit Reports. Failure by the Grantee to submit the reports required pursuant to Section 2.5(d), 2.9 and 2.10 shall constitute a default, and the City Manager may, subject to any applicable cure period set forth in Article 6, terminate this Agreement in accordance with the provisions of Article 6. Further, the City Manager must approve these reports for the Grantee to be deemed to have met all conditions of the Grant Award. ARTICLE 3 MONITORING AND AUDITING 3.1. Program Monitoring and Evaluation. Commencing on the date of commencement of construction for the Project (or if the Project does not entail construction, commencing upon receipt of the first Reimbursement Request) and continuing through the date that is twenty-five (25)years following completion of the Project,the City Manager may monitor and conduct an evaluation of the Grantee's Project, which may include visits, upon reasonable notice, by City representatives to: observe the construction and implementation of the Project, to evaluate the public impact of the Project and to confirm Grantee's compliance with the terms of this Agreement, including without limitation the requirements set forth in Section 1.5 and Exhibit D. Upon request, the Grantee shall provide the City Manager with notice of all general activities that benefit the public and Project-related events. In the event the City Manager concludes, as a result of such monitoring and/or evaluation, that the Grantee is not in compliance with the terms of this Agreement, then the City Manager must provide in writing to the Grantee, within thirty (30) business days of the date of said monitoring/evaluation, notice of the inadequacy or deficiencies noted which may significantly impact on the Grantee's ability to complete the Project within 9 DocuSign Envelope ID:B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 a reasonable time frame or otherwise fulfill the terms of this Agreement. If Grantee refuses or is unable to address the areas of concern within thirty (30) calendar days of receipt of such notice from the City Manager, then the City Manager may, in her sole discretion, take other actions which may include reduction or rescission of the Grant Award, or withholding Grant Award funds until such time as the Grantee can demonstrate that such issues have been corrected. Further, in the event that the Grantee uses any portion of the Grant Award for costs not associated with the Project or that do not constitute capital expenditures (collectively, "Non-Project Costs")and the Grantee refuses or is unable to replace the amount so used into the Grant Award bank account within thirty (30) calendar days from the date such unauthorized use is discovered, then the City Manager may request the return of such portion of the Funding Allocation award as was used to pay for Non-Project Costs. The City Manager may also institute a moratorium on applications from the Grantee to City grants programs for a period of up to one (1) year or until the deficient areas have been addressed to the satisfaction of the City Manager, whichever occurs first. 3.2. Accounting, Financial Review,Access to Records and Audits by City Manager. The Grantee shall maintain accurate and complete books and records for all receipts and expenditures of the Grant Award and the Project in conformance with reasonable general accounting standards (the "Grant Books and Records"). The Grant Books and Records, as well as all documents pertaining to payments received and made in conjunction with the Grant Award, such as vouchers, bills, invoices, receipts and canceled checks, shall be retained in a secure place and in an orderly fashion in a location within the City of Miami Beach by the Grantee for at least three (3) years after the later of: (a) the Expenditure Deadline specified in Section 2.6; (b) the extended Expenditure Deadline, as approved by the City Manager, if any; (c) the completion of a City requested or mandated audit or compliance review; or the (d) conclusion of a legal action involving the Grant Award, the Grantee and/or Project or activities related to the Grant Award (the period determined pursuant to the foregoing, the"Audit Period"). The Grantee shall use reasonable commercial efforts to maintain the Grant Books and Records in such a manner that it will not be unduly costly or difficult for the City to segregate, ascertain or identify the use of the Grant Award and to determine Grantee's compliance with the terms and conditions of the Grant during an audit by the City. The City Manager may examine the Grant Books and Records at the Grantee's offices or other approved site under the direct control and supervision of the Grantee during regular business hours and upon reasonable notice. Furthermore, the City Manager may, upon reasonable notice and at the City's expense, audit or have audited all financial records of the Grantee, whether or not purported to be related to the Grant Award or the Project. 3.3. Inspector General. Pursuant to Section 2-256 of the Code of the City of Miami Beach (the "Code"), the City has established the Office of the Inspector General ("OIG")which may, pursuant to Section 2-256(f) of the Code, review, audit, inspect, and investigate city_contracts, programs, projects, procurements, and expenditures associated with all general obligation bonds issued by the City, including but not limited to the Bonds. This random audit is separate and distinct from any other audit performed by or on behalf of the City. In connection with the foregoing: a. Grantee acknowledges that the OIG shall be authorized to review, audit, inspect 10 DocuSign Envelope ID:B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 and investigate the Grant Books and Records and all related financial records of Grantee. In addition, the Inspector General shall have the power to subpoena witnesses, administer oaths, require the production of witnesses and monitor City projects and programs. Monitoring of the Grant Award and the Project may include the issuance of reports concerning whether the Project is on time, within Budget and in conformity with plans, specifications, other contract documents and applicable law. b. At any time during the Audit Period and upon ten (10) days written notice to Grantee, the Grantee (and any other party that is subject to these provisions) shall make the Grant Books and Records and any other documents and records in the Grantee's possession, custody or control which in the Inspector General's sole judgment, pertain to performance of this Agreement, including, but not limited proposals and agreements from and with successful contractors and design consultants, all Project-related correspondence, memoranda, instructions, financial documents, construction documents, and contract documents, and any supporting documentation for the foregoing. c. The OIG shall have the power to report and/or recommend to the City Commission whether the Project or any related program, contract or transaction is or was necessary and, if deemed necessary, whether the method used for implementing the Project or related program, contract or transaction is or was efficient both financially and operationally. Monitoring of the Project may include reporting whether the project is on time, within budget and in conformity with plans, specifications, and applicable law. The OIG shall have the power to analyze the need for,and reasonableness of, proposed change orders d. The OIG is authorized to investigate any alleged violation by Grantee of the City's Code of Conduct, as set forth in Chapter 2,Article VII of the Code. e. The OIG is empowered to retain the services of independent private sector auditors to conduct one or more of the functions set forth in this Section 3.3. f. The provisions in this section shall apply to the Grantee, its contractors and their respective officers, agents and employees. The Grantee shall incorporate the provisions in this Section 3.3 in all contracts and other agreements executed by its contractors in connection with the performance of this Agreement. g. Nothing in this Section 3.3 shall impair any independent right to the City to conduct audits or investigative activities, including without limitation, the City's audit rights pursuant to Section 3.2. The provisions of this Section 3.3 are neither intended nor shall they be construed to impose any liability on the City by the Grantee, its contractors or third parties for such monitoring or investigation or to the failure to have conducted such monitoring or investigation and neither the City nor the OIG shall have any obligation to exercise any of its respective rights for the benefit of the Grantee. ARTICLE 4 INSURANCE AND INDEMNIFICATION 4.1 Insurance Requirement for Grantee. The Grantee shall furnish to the City and to the 11 DocuSign Envelope ID:B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 Department of Regulatory and Economic. Resources-Division of Environmental Resources (DERM) (701 NW 1st Court, Suite 400, Miami FL 33136), Certificate(s) of Insurance which indicate that insurance coverage has been obtained which meets the requirements as outlined below: a. Worker's Compensation Insurance for all employees of the City as required by Florida Statute 440. As applicable, such worker's compensation insurance should include coverage required under the U.S. Longshoremen and Harbor Workers' Act(USL&H) and/or Jones Act for any activities on or about navigable water. b. Commercial General/Marine Liability Insurance in an amount not less than $1,000,000 per occurrence, and $2,000,000 in the aggregate, not to exclude Products & Completed Operations. Miami-Dade County and the City of Miami Beach must each be shown as an additional insured with respect to this coverage. c. Automobile Liability Insurance covering all owned, non-owned and hired vehicles, in an amount not less than $1,000,000 combined single limit per occurrence for bodily injury and property damage. d. Protection & Indemnity insurance for any vessels used in connection with the work, in the name of the owner of such vessel(s) in an amount not less than $1,000,000 per occurrence. Miami-Dade County and the City of Miami Beach must each be shown as an additional insured with respect to this coverage. All insurance policies required above shall be issued by companies authorized to do business under the laws of the State of Florida,with the following qualifications: The company must be rated no less than "A-" as to management, and no less than "Class VII" as to financial strength, by Bests Insurance Guide, published by A.M. Best Company, Oldwick, New Jersey, or its equivalent, subject to the approval of the County Risk Management Division. or The company must hold a valid Florida Certificate of Authority as shown in the latest"List of All Insurance Companies Authorized or Approved to Do Business in Florida"issued by the State of Florida Department of Financial Services. 4.2 Insurance Requirement for Contractors. Each Contractor for the construction of the Project (or any portion) shall purchase and maintain the following insurance coverages: a. Worker's Compensation Insurance for all employees of the City as required by Florida Statute 440. As applicable, such worker's compensation insurance should include coverage required under the U.S. Longshoremen and Harbor Workers' Act (USL&H) and/or Jones Act for any activities on or about navigable water. b. Commercial General/Marine Liability Insurance in an amount not less than 12 DocuSign Envelope ID:B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 $1,000,000 per occurrence, and $2,000,000 in the aggregate, not to exclude Products & Completed Operations. Miami-Dade County must be shown as an additional insured with respect to this coverage. c. Automobile Liability Insurance covering all owned, non-owned and hired vehicles, in an amount not less than $1,000,000 combined single limit per occurrence for bodily injury and property damage. d. Protection & Indemnity insurance for any vessels used in connection with the work, in the name of the owner of such vessel(s) in an amount not less than $1,000,000 per occurrence. Miami-Dade County must be shown as an additional insured with respect to this coverage. e. A payment and performance bond (the "P&P Bond") of the form and containing all the provisions set forth in this Section.The P&P Bond shall be in the form of a dual obligee bond from the Contractor, naming the City and Grantee as dual obligees. The P&P Bond shall be in the amount of one hundred percent(100%) of the contract amount, guaranteeing to City and Grantee the completion and performance of the work under the contract and payment of all subcontractors. The P&P Bond shall continue in effect for one year after completion and acceptance of the Project with liability equal to one hundred percent (100%) of the cost of the work, or an additional P&P Bond shall be conditioned that Grantee will, upon notification by City, correct any defective or faulty work or materials which appear within one year after completion of the Work. The surety company shall have at least the following minimum ratings in the latest revision of Best's Insurance Report: Amount of Bond Ratings Category 500,001 to 1,020,000 B+ Class 1,020,001 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 4.3 Insurance Requirement for Consultant. The Consultant shall provide, or cause to be provided, and maintain, or cause to be maintained, in force at all times during the Project the following insurance coverages: a. Professional Liability Insurance with limits of liability provided by such policy not less than One Million Dollars ($1,000,000.00) each claim to assure City the indemnification specified in Section 4.4. Such policy may carry a commercially reasonable deductible, not to exceed One Hundred Thousand Dollars ($100,000.00) for each claim. The Certificate of Insurance for Professional Liability Insurance shall reference the applicable deductible and the Project. b. Comprehensive General Liability with minimum limits of One Million 13 DocuSign Envelope ID:B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 Dollars ($1,000,000.00) per occurrence combined single limit for Bodily Injury Liability and Property Damage Liability and Two Million Dollars ($2,000,000) aggregate. 4.4 General Provisions Applicable to Insurance. The following provisions shall apply to insurance required to be provided by the Grantee, Contractors and Consultant. a. The City of Miami Beach and Miami-Dade County must be covered as an additional insureds with respect to liability arising out of work or operations performed by or on behalf of Grantee. b. Grantee hereby grants, and shall cause each Contractor and the Consultant to grant, a waiver of any right to subrogation which any insurer of Grantee, Contractor or Consultant may acquire against the City of Miami Beach or Miami-Dade County by virtue of the payment of any loss under such insurance. Grantee agrees to obtain, and shall cause each Contractor and the Consultant to obtain, any endorsement that may be necessary to effect this waiver of subrogation, but this provision applies regardless of whether or not the City of Miami Beach or Miami-Dade County has received a waiver of subrogation endorsement from the insurer. c. All insurance policies required above shall be issued by companies authorized to do business under the laws of the State of Florida, with the following qualifications: The company must be rated no less than "A-" as to management, and no less than "Class VII" as to financial strength, by Best's Insurance Guide, published by A.M. Best Company, Oldwick, New Jersey, or its equivalent, subject to the approval of the County Risk Management Division.lnsurance 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. or The company must hold a valid Florida Certificate of Authority as shown in the latest "List of All Insurance Companies Authorized or Approved to Do Business in Florida" issued by the State of Florida Department of Financial Services. d. Grantee shall provide the required insurance certificates, endorsements or applicable policy language effecting coverage required by this Section. 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 excuse Grantee's obligation to obtain (and to cause its Contractors and the Consultant to obtain) the required coverages. 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. e. The City of Miami Beach reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, 14 DocuSign Envelope.ID:B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 coverage, or other special circumstances. f. CERTIFICATE HOLDER MUST READ IN RESPECT OF MIAMI-DADE COUNTY AND THE CITY OF MIAMI BEACH, AS APPLICABLE: Certificate Holder Certificate Holder MIAMI-DADE COUNTY CITY OF MIAMI BEACH 111 NW 1st STREET C/O EXIGIS INSURANCE COMPLIANCE SUITE 2340 SERVICES MIAMI, FL 33128 P.O. BOX 947 MURRIETA, CA 92564 All certificates of insurance, endorsements, and exemption letters in respect of insurance to be provided for the City shall be submitted to the City's servicing agent, EXIGIS,at: Certificates-miamibeach( riskworks.com 4.5 Indemnification by Contractors and Consultant. Any contract between Grantee and its.Contractors ("Contractor Agreements")and any agreement between Grantee and its Consultants ("Consultant Agreements") shall provide that Contractor or Consultant(as applicable)shall indemnify and hold harmless Miami-Dade County,the City of Miami Beach and their respective officers,employees, agents and instrumentalities (collectively, "Indemnitees")from any and all liability,losses or damages,induding attorneys'fees and costs of defense,which any Indemnity may incur as a result of daims,demands,suits,causes of actions or proceedings of any kind or nature arising out of,relating to or resulting from the performance of the applicable Contractor Agreement or Consultant Agreement, as applicable, by the applicable Contractor or Consultant,and any of its respective employees,agents,servants,partners principals or subcontractors.Each Contractor Agreement and Consultant Agreement shall further require the applicable Contractor or Consultant to pay all claims and losses in connection therewith and to investigate and defend all daims,suits or actions of any kind or nature in the name of the County and/or the City,as and where applicable,inducting appellate proceedings,and shall pay all costs, judgments,and attomey's fbce which may issue thereon. The Contractor Agreements and Consultant Agreements shall further provide that the Contractor or Consultant (as applicable) shall indemnify and save harmless the County and the City (a) against any claims or liability arising from or based upon the violation of any City, Miami- Dade County, state or federal laws, bylaws, ordinances or regulations by the Contractor or Consultant, as applicable, and any of its respective subcontractors, agents, servants or employees (excluding negligence of City); and (b) from all such claims and fees, and from any and all suits and actions of every name and description that may be brought against the County or the City on account of any claims,fees, royalties,or costs for any invention or patent,and from any and all suits and actions that may be brought against the County or the City for the infringement of any and all patents or patent rights claimed by any person, firm, or corporation. Grantee shall require each Contractor and Consultant to agree in the applicable Contractor Agreement and Consultant Agreement, respectively, that compliance with the foregoing requirements shall not relieve the Contractor or Consultant, as applicable, of its liability and obligation under this section or under any other section of this agreement, including without limitation its responsibility to indemnify, keep and save harmless and defend Miami-Dade County, the City of Miami Beach and their respective officers, employees, agents and instrumentalities as herein 15 DocuSign Envelope ID:B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 provided.The Contractor Agreements and Consultant Agreements shall provide that the Contractors'and Consultants' indemnification obligations to the City shall survive the expiration or termination of such agreements. 4.6 Indemnification by Grantee. The Grantee shall indemnify and hold harmless the Indemnitees from any and all liability, losses or damages, including attorneys' fees and costs of defense, which any Indemnity 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 this Agreement by the Grantee or its employees, agents, servants, partners, principals, subconsultants or subcontractors. Grantee 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 County and/or the City, as and where applicable, including appellate proceedings, and shall pay all costs, judgments, and attorneys' fees which may issue thereon. Grantee expressly understands and agrees that any insurance protection required by this Agreement or otherwise provided by the Grantee 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. Grantee's obligation to indemnify the City pursuant to the foregoing shall survive the expiration or termination of this Agreement. Grantee recognizes the broad nature of this indemnification and hold harmless clause, and voluntarily makes this covenant and expressly acknowledges the receipt of good and valuable consideration, provided by the City in support of the obligation in accordance with the laws of the State of Florida. Nothing herein shall be construed to waive any of the City's rights set forth in Section 768.28, Florida statutes. Nothing contained in this Agreement shall be deemed a waiver of sovereign immunity by the City. This paragraph shall survive the expiration or early termination of this Agreement. If Grantee is an agency or subdivision of the State of Florida, the foregoing provisions shall be subject to any applicable provisions of Section 762.28 that may apply to Grantee. 4.7 Indemnification Obligation Includes Defense Through Appeals. For the avoidance of doubt, the indemnification provided above shall obligate each Contractor, the Consultant or Grantee (as applicable)to defend at its own expense to and through appellate, supplemental or bankruptcy proceeding, or to provide for such defense, at City's or County's option, as applicable, any and all claims of liability and all suits and actions of every name and description that may be brought against City or the County,respectively,which may result from the operations and activities under or as a consequence of this Agreement performed by the applicable indemnitor and its respective subcontractors,subconsultants,and anyone directly or indirectly employed by such indemnitor. ARTICLE 4A INCORPORATION OF TERMS OF COUNTY AGREEMENT The terms and conditions set forth in the County Agreement, a copy of which is attached as Exhibit B2, are incorporated by this reference as if fully set forth herein. Pursuant to Section 33 of the County Agreement, the City may enter into a written agreement with third parties to fulfill its obligations thereunder. As a material inducement for the City to enter into this Agreement and to award the Grant to the Grantee, the Grantee agrees that it shall fulfill all of the City's obligations under the County Agreement and will execute the Project in furtherance of the City's obligations thereunder. In this regard, for purposes of this 16 DocuSign Envelope ID:B7AOAB23-2E75-4F56-BBC2-136FCCE7EAF9. Article 4A, all references to the City in the County Agreement shall be deemed references to the Grantee. ARTICLE 5 COMPLIANCE 5.1 Compliance with Laws. In its performance of this Agreement, Grantee shall comply with all applicable laws, ordinances, and regulations of the City, Miami- Dade County, the State of Florida, and the federal government, as applicable. 5.2 No Discrimination. In connection with the Project, Grantee 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, Grantee shall comply fully with the City of Miami Beach Human Rights Ordinance, codified in Chapter 62 of the 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. 5.3 Compliance with County's Conflict of Interest and Code of Ethics Ordinance. Grantee herein agrees to adhere to and be governed by all applicable laws as it relates to conflicts of interest including, without limitation, Section 2-11.1 of the Code of Miami-Dade County (the County's Conflict of Interest and Code of Ethics Ordinance), as may be amended from time to time, and by Chapter 2, Article VII of the Code, as may be amended from time to time (collectively, the "Conflict Statutes"), both of which are incorporated by reference as if fully set forth herein. Grantee covenants that, in connection with its performance of this Agreement, it presently has no interest and shall not acquire any interest,directly or indirectly,which could constitute a conflict of interest, as described under the Conflict Statutes. Grantee further covenants that in the performance of this Agreement, Grantee shall not employ any person having any such conflict of interest. 5.4 Compliance with Florida Public Records Law. Grantee shall comply with Florida Public Records law under Chapter 119, Florida Statutes, as may be amended from time to time, as follows: a. "Public Records" Defined. The term "public records" shall have the meaning set forth in Section 119.011(12), which means all documents, papers, letters, maps, books, tapes, photographs, films, sound recordings, data processing software, or other material, regardless of the physical form, characteristics, or means of transmission, made or received pursuant to law or ordinance or in connection with the transaction of official business of the City. b. Obligations of "Contractors" as defined under Florida Public Records Act. Pursuant to Section 119.0701 of the Florida Statutes, if the Grantee meets the definition of "Contractor" as defined in Section 119.0701(1)(a), the Grantee shall: 17 DocuSign Envelope ID:B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 (i) Keep and maintain public records required by the City to perform the service; (ii) Upon request from the City's custodian of public records, provide the City with a copy of the requested records or allow the records to be inspected or copied within a reasonable time at a cost that does not exceed the cost provided in Chapter 119, Florida Statutes or as otherwise provided by law; (iii) Ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed, except as authorized by law,for the duration of the contract term and following completion of the Agreement if the Grantee does not transfer the records to the City; (iv) Upon completion of the Agreement, transfer, at no cost to the City, all public records in possession of the Grantee or keep and maintain public records required by the City to perform the service. If the Grantee transfers all public records to the City upon completion of the Agreement,the Grantee shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. If the Grantee keeps and maintains public records upon completion of the Agreement, the Grantee shall meet all applicable requirements for retaining public records. All records stored electronically must be provided to the City, upon request from the City's custodian of public records, in a format that is compatible with the information technology systems of the City. c. Request for Records; Noncompliance. (i) A request to inspect or copy public records relating to the City's contract for services must be made directly to the City. If the City does not possess the requested records, the City shall immediately notify the Grantee of the request, and the Grantee must provide the records to the City or allow the records to be inspected or copied within a reasonable time. (ii) Grantee's failure to comply with the City's request for records shall constitute a breach of this Agreement, and the City, at its sole discretion, may: (1) avail itself of the remedies set forth under the Agreement; and/or(2)avail itself of any available remedies at law or in equity. (iii) If Grantee who fails to provide the public records to the City within a reasonable time, it may be subject to penalties under Section 119.10, Florida Statutes. d. Civil Action. (i) If a civil action is filed against Grantee to compel production of public records relating to the City's contract for services, the court shall 18 DocuSign Envelope ID:B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 assess and award against Grantee the reasonable costs of enforcement, including reasonable attorney fees, if: A. The court determines that Grantee unlawfully refused to comply with the public records request within a reasonable time; and B. At least 8 business days before filing the action, the plaintiff provided written notice of the public records request, including a statement that the Grantee has not complied with the request, to the City and to Grantee. (ii) A notice complies with subparagraph (1)(b) if it is sent to the City's custodian of public records and to Grantee at the Grantee's address listed on its contract with the City or to the Grantee's registered agent. Such notices must be sent by common carrier delivery service or by registered, Global Express Guaranteed, or certified mail,with postage or shipping paid by the sender and with evidence of delivery, which may be in an electronic format. (iii) If Grantee complies with a public records request within 8 business days after the notice is sent is not liable for the reasonable costs of enforcement. e. Questions. IF THE GRANTEE HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119,* FLORIDA STATUTES, TO THE GRANTEE'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS AGREEMENT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS AT: CITY OF MIAMI BEACH ATTENTION: RAFAEL E.GRANADO, CITY CLERK 1700 CONVENTION CENTER DRIVE MIAMI BEACH, FLORIDA 33139 E-MAIL: RAFAELGRANADO g@MIAMIBEACHFL.GOV PHONE: 305-673-7411 ARTICLE 6 DEFAULT AND REMEDIES 6.1 Events of Default. Each of the following shall constitute a default by Grantee: a. If Grantee uses all or any portion of the Grant Award for costs not associated with the Project and Grantee fails to refund the unauthorized disbursement within thirty (30) days after written notice of the default is given to Grantee by the City. b. If Grantee shall breach any of the other covenants or provisions in this Agreement, without regard to materiality, and Grantee fails to cure its default within thirty (30) days after written notice of the default is given to Grantee by 19 DocuSign Envelope ID:B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 the City; provided, however, that if not reasonably possible to cure such default within the thirty (30)day period,such cure period shall be extended for up to ninety (90) days following the date of the original notice, if within thirty (30) days after such written notice, Grantee commences diligently and thereafter continues to cure. 6.2 Remedies a. Upon the occurrence of a default described in Section 6.1(a) and/or the occurrence of a breach of any material covenant or provision of this Agreement, and such default is not cured within the applicable cure period in Section 6.1(a) or 6.1(b), respectively, the City, in addition to all other remedies conferred by this Agreement, may require that Grantee reimburse the City for all Grant Award funding provided by the City hereunder. At the City's sole discretion, the City may, from amounts otherwise appropriated to Grantee (or due to Grantee pursuant to any other agreement), withhold, deduct or set off any amounts that the City reasonably believes are sufficient to reimburse the City for any default under this Agreement. b. The City may institute litigation to recover damages for any default or to obtain any other remedy at law or in equity (including specific performance, permanent, preliminary or temporary injunctive relief, and any other kind of equitable remedy). c. Upon the occurrence of a default by Grantee which remains uncured within the time periods provided in Section 6.1, the City may terminate this Agreement, upon written notice to Grantee. Upon termination of this Agreement under this section, the City shall have no further liability or obligation to Grantee. Grantee understands and agrees that termination of this Agreement under this section shall not release Grantee from any obligation occurring prior to the effective date of termination. d. In the event Grantee fails to reimburse the Grant Award to the City as required by subsection a, in addition to all other remedies conferred onto the City under this Agreement, Grantee agrees to transfer to the City all title and interest in and to any personal property that has been purchased with Grant Award funds but not installed as a fixture. e. Any failure of the City to exercise any right or remedy as provided in this Agreement shall not be deemed a waiver by the City of any claim for damages it may have by reason of the default. f. The rights and remedies of the City are cumulative and the exercise by the City of one or more of such rights or remedies shall not preclude the exercise by it, at the same or different times, of any other rights or remedies for the same default or any other default. 20 DocuSign Envelope ID:B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 ARTICLE 7 GENERAL PROVISIONS 7.1 Relationship of the Parties. It is expressly understood and intended that the Grantee, as the recipient of GOBAC Program funds, is not an officer, employee or agent of the City, the City Commission, nor the City department(s) administering the GOBAC Program or the Grant Award. Further, for purposes of this Agreement, the Project or activity, the parties hereto agree that the Grantee, its officers, agents and employees are independent contractors and solely responsible for the Project. The Grantee shall take all actions as may be necessary to ensure that its officers, agents, employees, assignees and/or subcontractors shall not act as, nor give the appearance that they are, agents, servants, joint venturers, collaborators or partners of the City, the City Commission or the department(s) administering the GOBAC Program or the Grant Award. No Party or its officers, elected or appointed officials, employees, agents, independent contractors or consultants shall be considered employees or agents of any other Party, nor to have been authorized to incur any expense on behalf of any other Party, nor to act for or to bind any other Party, nor shall an employee claim any right in or entitlement to any pension, workers' compensation benefit, unemployment compensation, civil service or other employee rights or privileges granted by operation of law or otherwise, except through and against the entity by whom they are employed. 7.2 Entire Agreement. This Agreement states the entire understanding and agreement between the Parties and supersedes any and all written or oral representations, statements, negotiations or agreements previously existing between the Parties with respect to the subject matter of this Agreement. The parties agree that there are no commitments, agreements, or understandings concerning the subject matter of this Agreement that are not contained in this Agreement, and that this Agreement contains the entire agreement between the parties as to all matters contained herein. Accordingly, (a) no deviation from the terms hereof shall be predicated upon any prior representations or agreements, whether oral or written and (b) any oral representations or modifications concerning this Agreement shall be of no force or effect. 7.3 Amendment. This Agreement may be amended only with the written approval of the Parties. The City Manager, on behalf of the City, shall have authority to amend or modify this Agreement, including any changes to the budget for the Project, provided that the changes do not materially change the scope of the Project and the amount of the Grant Award is not increased (except in the manner allowed pursuant to section 1.2). 7.4 No Assignment. The Grantee is not permitted to assign this Agreement or any portion thereof. Any purported assignment will render this Agreement null and void and subject to immediate rescission of the full amount of the Grant Award and reimbursement by the Grantee of its full value to the City. 7.5 Waiver. No waiver shall be effective unless in writing and signed by the Party against whom enforcement is sought. Such waiver shall be limited to provisions of this Agreement specifically referred to herein and shall not be deemed a waiver of any other provision. No waiver shall constitute a continuing waiver unless the writing 21 DocuSign Envelope ID:B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 states otherwise. Failures or waivers to insist on strict performance of any covenant, condition, or provision of this Agreement by the Parties,their successors and assigns shall not be deemed a waiver of any of its rights or remedies, nor shall it relieve the other Party from performing any subsequent obligations strictly in accordance with the terms of this Agreement. 7.6 Time of the Essence. The Parties agree that time is of the essence in the performance of each and every obligation under this Agreement. 7.7 No Third-Party Beneficiary Rights. The terms of this Agreement inure to the benefit of only those Parties named herein. This Agreement is not intended to and shall not be construed to give any third party any interest or rights, including without limitation third-party beneficiary rights, with respect to or in connection with any agreement or provision contained herein or contemplated hereby. 7.8 Notices. Any notice, consent or other communication required to be given under this Agreement shall be in writing, and shall be considered given when delivered in person or sent by facsimile or electronic mail(provided that any notice sent by facsimile or electronic mail shall simultaneously be sent personal delivery, overnight courier or certified mail as provided herein), one (1) business day after being sent by reputable overnight carrier or three (3) business days after being mailed by certified mail, return receipt requested, to the parties at the addresses set forth below (or at such other address as a party may specify by notice given pursuant to this Section to the other party): The City: City of Miami Beach 1700 Convention Center Drive Miami Beach, FL 33139 Attn: City Manager With copy to: City of Miami Beach 1700 Convention Center Drive Miami Beach, FL 33139 Attn: Director of Facilities and Fleet Management Department and: City of Miami Beach 1700 Convention Center Drive Miami Beach, FL 33139 Attn: City Attorney The Grantee: Blue Lab Preservation Society Inc. 3739 Collins Avenue Miami Beach, FL 33140 Attn: Ximena Caminos 22 DocuSign Envelope ID:B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 7.9 Further Acts. In addition to the acts recited in this Agreement, the Parties agree to perform, or cause to be performed, any and all such further acts as may be reasonably necessary to consummate the transactions contemplated hereby. Each of the Parties agrees that it will execute and deliver all such documents and instruments as may be necessary and appropriate to effectuate the terms of this Agreement. 7.10 Partial Invalidity. In the event that any provision of this Agreement is declared by any court of competent jurisdiction or any administrative judge to be void or otherwise invalid, all of the other terms, conditions and provisions of this Agreement shall remain in full force and effect to the same extent as if that part declared void or invalid had never been incorporated in the Agreement and in such form, the remainder of the Agreement shall continue to be binding upon the Parties 7.11 Counterparts; Electronic Signatures. This Agreement may be executed in counterparts and by electronic signature (e.g. via DocuSign, accompanied by the confirming e-signature certificate) and may be transmitted by facsimile copy or e-mailed PDF file, each of which when so executed and delivered shall be deemed to be an original and all of which, when taken together, shall constitute one and the same instrument. Upon request by any party receiving an executed counterpart by facsimile or PDF (by e-mail) to also receive an ink-signed original, the other party shall provide original ink-signed signature pages as soon as practicable, but failure to do so shall not affect the validity, enforceability, or binding effect of this Agreement. 23 DocuSign Envelope ID:B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 7.12 Optional Mediation. In the event a dispute arises, that the Parties cannot resolve between themselves, the Parties shall have the option, but not the obligation, to submit their dispute to mediation. The mediator or mediators shall be impartial, shall be selected.by the Parties, and the cost of the mediation shall be borne equally by the Parties. 7.13 Governing Law; Venue; Attorneys' Fees. This Agreement shall be governed by and construed in accordance with the laws of the State of Florida without regard to its conflict of laws principles. The City and Grantee agree to submit to service of process and jurisdiction of the State of Florida for any controversy or claim arising out of or relating to this Agreement or a breach of this Agreement. Venue for any court action between the Parties for any such controversy arising from or related to this Agreement shall be in the Eleventh Judicial Circuit in and for Miami-Dade County, Florida, or in the United States District Court for the Southern District of Florida, in Miami-Dade County, Florida. 7.14 Force Maleure. Whenever a period of time is herein prescribed for the taking of any action by a Party hereunder, such Party shall not be liable or responsible for any delays (including, without limitation, any delay by the City in making the Reimbursement, nor shall such Party be obligated to perform hereunder, nor deemed to be in default hereunder,if the required action or performance of a Party is prevented due to strikes, riots, acts of God, shortages of labor or materials, epidemics, pandemics, war, governmental laws, regulations or restrictions, or any other cause whatsoever beyond the control of such Party; 7.15 Captions. Captions as used in this Agreement are for convenience of reference only and do not constitute a part of this Agreement and shall not affect the meaning or interpretation of any provisions herein. [REMAINDER OF THIS PAGE LEFT INTENTIONALLY BLANK]. 24 DocuSign Envelope ID:B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed in their names by their duly authorized officials as of the date first set forth above. ATTEST: CITY OF MIAMI BEACH,FLORIDA JUN 0 3 2024 WAiiika, Rafa E.Grana4ia._•��,,,�� Rickelle Williams City Clerk :V......•B ..,py,.=6v::9Z HJ b,,,, Interim City Manager 0.: T , , ATTEST: 1.IN[ORP ORATED+A/�� 5 BLUE LAB PRESERVATION SOCIETY INC. DocuSignedby: ,�42j �5-f��.'M�r �=� --) .e, C IUkbWlA��4CH26 ��gan8.�" sIM ir-. Presi ent Shelby ThomasCa- Print Name Prin a ei I APPROVED AS TO • FORM&LANGUAGE . &FOR EXECUTION Cki S :/2-43 'zoz.4 City Attorney D Date 25 DocuSign Envelope ID:B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 EXHIBIT A E:7N m Description of Grantee's Operations and Public Purpose The ReefLine is a non-profit project envisioned by BlueLab Preservation Society, as a sculptural purpose built reef deployment situated approximately 600-feet off the Miami Beach shore beginning at 4th Street. It is a singular investment in civic infrastructure, public art, and environmental protection that will pay dividends over the coming decades and attract ecologically-minded tourists and lovers of art. The ReefLine will demonstrate to the world how tourism, artistic expression, and the creation of critical habitat can be aligned. It collaborates with leading partners in artificial reef structure design and deployment such as Coral Morphologic, Ocean Rescue Alliance International (ORAI) and University of Miami (UM). This extraordinary endeavor will grant unrestricted public access to experience Miami's rich marine biodiversity. Implementation of The ReefLine follows the receipt of a $5M grant in November 2022 through the Arts and Culture General Obligation Bond approved by Miami Beach voters. The City of Miami Beach's strong commitment to environmental preservation and support for innovative projects like the ReefLine is a driving force behind this groundbreaking initiative. Working with scientific data and studies from renowned scientists, international artists are designing an interactive art installation that will serve as an artificial reef and can be used to educate residents, visitors, and environmentalists about the importance of healthy coral reefs. The ReefLine uses the broad appeal of art to educate and connect the public to the ocean and the importance of healthy marine habitats, coastlines and coral reefs. It's an innovative way to gain greater understanding of the science around coral growth and advance knowledge on this important issue. The ReefLine is an example of how creative ventures can be an important part of the economy — in this case, the blue economy, which includes ocean-based conservation, business and ecotourism. People think of Miami Beach as a tourist attraction, not an educational site. The ReefLine is a unique initiative at the intersection of art, science, and education, drawing attention to the important themes of conservation and marine life. The ReefLine will bring conservation, art and science together, serving as a leading voice in the critical ocean conservation efforts happening globally. It will enhance community relations, inspire today's youth through education, create fundable opportunities and increase donor engagement.This groundbreaking Miami Beach project can also inspire additional ideas for new types of conservation education. The first-of-its-kind, large-scale art installation will serve as a blueprint for other coastal cities looking to implement similar civic and artistic improvement projects that have economic and infrastructure benefits. DocuSign Envelope ID:B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 EXHIBIT B1 PROJECT DESCRIPTION Developed by BlueLab Preservation Society, a 501(c)(3), in partnership with the City of Miami Beach, the Refline will feature environmentally-functioning artworks by major international artist and designers, to be completed in 3 phases. The underwater public sculpture park,snorkel trail, and purpose-built reef will be located off Miami Beach's shoreline. Conceived by BlueLab's Chair, Ximena Caminos, in collaboration with Coral Morphologic, and close consultation with a team of expert marine biologists, researchers, architects, and coastal engineers, the ReefLine will begin at Fourth street on South Beach and run north, providing critical habitat for endangered reef organisms, promoting biodiversity and enhancing coastal resilience. Phase 1 • Concrete Coral by Leandro Erlich Underwater installation of Leandro Erlich's Order of Importance, a site specific traffic jam displayed in Miami Beach during Art Week 2019. For detailed information regarding the specifications and deployment of Phase 1, please reference the executed Agreement with Miami-Dade County, attached herein as Exhibit B2. Phase 2 • Heart of Okeanos by Petroc Sesti • Miami Reef Star by Carlos Betancourt in collaboration with Alberto Latorre • Ocean Rescue Alliance International Habitat Reef Modules • Reefline Modules by OMA This phase includes the development of technical drawings and associated documentation as required for the permitting process with the Authorities Having Jurisdiction. Phase 3 • To be developed. Details to be submitted prior to any requests for reimbursement concerning this phase. For additional details and renderings refer to Exhibit B1-A attached herein. DocuSign Envelope ID:B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 EXHIBIT B1 (-4„,,Ek-:„.7\\ F �m ,A I ..17,/...11=1 E. I �t- ' 0. �' - ili i r AIM" REEFLI E AQUATIC SCULPTURE PARK ,"`w♦ 4 r.• •/ 3 fi t. ..s•:... ^ 'i1 DocuSign Envelope ID: B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 MIAMI BEACH G.O BOND ABOUT THE PROJ ECT Developed by BlueLab Preservation Society,a 501(c)(3),in partnership with the City of Miami Beach,the ReefLine will feature environmentally- functioning artworks by major international artist and designers, to be completed in 3 phases, with the first phase slated to open Fall 2024.The underwater ,. -., public sculpture park,snorkel trail,and purpose built reef will be located off Miami Beach's shoreline. �' :.., Conceived by BlueLab's Chair, Ximena Caminos, collaboration with Coral Morphologic,and close consultation '` 3 with a team of expert marine biologists,researchers, "' r y architects,and coastal engineers, the ReefLine will begin at Fourth street on South Beach and run north,providing critical habitat for endangered reef organisms,promoting biodiversity f ,, ,'`r .•�"i'' and enhancing coastal resilience. r .y , ,t.: The ReefLine will highlight Miami 4 Beach as a creative beacon for non- traditional solutions on climate - - change. = • DocuSign Envelope ID:B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 MIAMI BEACH G O.BOND PHASE F. 2 DocuSign Envelope ID: B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 MIAMI BEACH G O BOND ABA OV E RV I EW The first phase of the Reef Line is The two-decade-old Jose Cuervo reactivating an area previously Reef serves as a proof-of-concept permitted by DERM for artificial for how artificial reefs can attract reefs.In 2003,a Municipal snorkelers and create habitat in the resolution (#2003-25203)was sandy area within swimming passed by the City of Miami Beach distance from shore. in support of this area to serve as a site for artificial reef deployment. P. .- _ _.._ t+�►-,. �xs s' ,1 .- _. PHASE t -CONCRETE CORAL SOUTH BEACH 600 FEET FROM SHORE BY LEANDRO ERLICH DocuSign Envelope ID:B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 ,., , _ , . -- r 11AMI BEACH GO BON, • -',...,.... ' . - %, . A, CONCRETE CORAL , BY LEANDRO ERLICH , . - . di ,• .. .., s N' ..s • • „‘• .. 1,1 ' ' "• %h. • • ,Ar .• , • ".-- ' .14. • ,:,..- 4.1,3-siezti4i, _. . - 7......t •,‘ - , , - -r _ -•• '' U.' • •. , ..• .4;ztileti.,, ,.....- „,,,r, , ..",::-... .4.71-4. . . , r At !...,,. ..• ; - . ..ireibi- ,. .. ....41, ' 1111w I k' - • ..46..4 • t&' , ..'\ -. -.T4';” • , , . . - - • - (OIL ,,,,,,,, - -.. ,te , . , , _ -..- ,- -„.41:-.- .. , .'-'4114iiiiiii. , .. ,te".'" ,.: , , ... .., _, • .---.. ....„4,„, 1,-.-- . • ''1 *Pr I N f. 1.-' - ". , - ^ . --- tr' f*Ng7f '‘, ° _ . , lit , ,, 0, . _ , _ 4‘....., ijo1/4 ,, 'km - .P.• --.41/ .s 1. - ..: ........,-. •Ni.... , .• . ,•''' ..-.M r-- ..,..._. . .17.0.' •. .-. -.,••.-'..', : q-'•-;-••4.*ita_ *l.,.-.a k' . ..,i,-i--"0•.P.1.•.•-0..A.., r1 ., .1 1 - . , r', P•Jl A•ia.l p''i':r'4r1:,-.-s-Ail., l•k••,-,,:".`,,a,e,",'•.4-1s#.i 'I'fr-:,--'*•. c*: -..‘ . . - --- " '" ' ' ' '1.-:,A.1. . X • I • IV V , . -.. 0 .t .1 3_ vl.-,n'll.. -,,,:,'•.3h--tor ,--. .. .-, i' t .3' , • t .... it 16 Plit'i . ='1. -,- •• s - .* 1 7 6 '.A': :'• . . . . . ..- - ., .")‘• ..i.' -1 , - ......• - .-.Ark4;--.,,,- . r - • .4 f Ir., a- . '- - . . ',... * ,.- . ....• , . .. ,4-..,,..::,.. - , ... •.. :41.._, 7 . . ` .. .. ..4.:41C.; 7.40-61„ _If. .,..,?,.L.7,, ;:,.•1. ../.----,akiNeiro 1-__,... _ . 6 '4' *.' "‘ '‘` .,-. ..i.'---***--i.--- - . , . = . ) • . ...1,, :,„ --- ": t.";•• , •I= -.°1 'z*5if ' <51 '"-.- 41141/0 ' ..-7-' --.- ").--e,46,-, •ae--- - a , 't4iiii34:-'' -).4. t, !.' - -.A.414._'- 44;-• -4.r: t • . -...----..7 ....,•="44altar. - -i ...--:',,S•''.uir.' DocuSign Envelope ID: B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 MIAMr8HG.SarBOND -R * a"�'-CONCRETE CORAL ., ` a . BY LEANDRO ERLICH `_ " Concrete Coral is the underwater incarnation of Leandro Erlich's Order of Importance,a site specific lzi .,.. I A. traffic jam displayed in Miami Beach during Art Week - 'R - - • I - 2019.As opposed to sand cars shown on the beach, . _ -� 't { these submarine sculptures do not degrade over time. - ��'r 4" Instead,they will be colonizing life and merging with ,�''^ _ "�4"`aa�+'. the natural environment.Our fear of"being A -- ii. �� . /" f • underwater"as a natural consequence of climate l_ ' ;,. . di _._ change will also be transmuted into the generation of .6.- :-.1 r' new homes for underwater lifeforms and the T Y 4thib, • . lc _ development of a new ecosystem. j' _44:14, • 70r AL, ''... a it _ . fy/�a �._ i;. PHASE 1 �,\ f] _ ' -, , ' DocuSign Envelope ID: B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 CONCRETE CORAL BY LEANDRO ERLICH 15'-0" / J1 ±4'-0" To A C o o N 8" SIDE VIEW ro T.S. / ' -0" / General Notes Drawing illustrates 1 of 3 generic vehicle types Ir Compact (=== Mid Size tr �� SUV *4 0 PHASE 1 FRONT VIEW rr-i- s. *All numerical numbers contained here are approximated. DocuSign Envelope ID: B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 On MI OM 11111 lap IMO an OM IMO 1110 11111 an MO In 22 cars construction 253 US Tons of eco concrete DocuSign Envelope ID: B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 CONCRETE CORAL R i, . _ ` ' BY LEANDRO ERLICH r- _= =r�_ •+� SUSTAIN TANK TESTING ,.- - 27_►. 4.UNIVERSITY OF MIAMI, DR BRIAN HAUS a .,L _...... _ . f - `t !i,.•-,• __ : • .. _ tom_-, ------ .. ... ....,. _ _ . ..... ,. . „„, _ . _ ,. . _ __ _______ i _ 4. DocuSign Envelope ID: B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 LEANDRO ERLICH PORTFOLIO An architect of the uncertain, Erlichtit. ' ' `" r+ F ,• . 4 creates spaces with unstable • ", i to boundaries. Before one tries to 4 Pr' ,, .��a e .�� s �. make sense of his sculptures and .R" I(, I ; '. � * P a / IC k: yr� s� �p�tt i installations,one senses the if �;��..•� :, uncanny.A single change(up is X,, '"^ ` ,�p,��i�ti1 Rom"•i•0t:ZZi�'l�fCf down,inside is out)can be enough z - :��.� to upset the seemingly normal i '=+' ?- F -'"' ' , :1 rim- situation,exposing our reality as •._ ___ .. �/, "� counterfeit. In 2008,his installation '� / I l',. ''' %� - La Torre was exhibited at Museo e Sous le ciel Reina Sofia,Madrid,and he showed , : ' ilk - Bon on arche Rive Gauche his acclaimed Swimming Pool at _1 i I _____I MoMA in New York.In 2019, Erlich i N14 i ___-: 1 . i_____! created Order of Importance,on the , . 1 ,, ,�� ... oceanfront at Lincoln Road,Miami. 9 / t- �" 4. ipit ! t �:Wit_ +ti4, �114l' t i:d�Gl �r �Hltzi/Pkhilllli •'fir, ' V,� l i • s+n\i ©' ,,„ Swimming Pool Seeing is not believing BBtiment,2004 21st Century Museum of Kanazawa 2004,Nuit Blanche,Paris,France La Nuit Blanche.Paris,France DocuSign Envelope ID: B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 �PEF. DocuSign Envelope ID:B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 MIAMI BEACH GO BOND HEART OF OKEANOS BY PETROC SESTI gig OA 11'.14 0100 • Zr_:ant :44;11.12 4'8 OP• ;:, •:N • II• -, „ a . . •Aike DocuSign Envelope ID: B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 HEART OF OKEANOS _,. BY PETROC SESTI Mimicking the actual heart of a stranded ` ` 1! • _ I it blue whale,this sculpture by Petroc Sesti is at the same time a votive offering to the Greek god of the Oceans and .�� '7"� • _ f a carefully designed gift for the creatures that inhabit - them.Crafted in CarbonXinc—an experimental material _ ..- .....,--- them. �' .. ` Tic . capable of sequestering significant quantities of v greenhouse gasses—and seeded with living corals,the - t giant artwork will become an idyllic haven for marine ) - lifeforms and a powerful guidepost as other artists and _ .a- ` _ environmentalists chart their own conservation journeys. �` �� AA- y `) The sculpture was co-commissioned by The ReefLine, •�t�' �r ,a� , �� Faena Art and CarbonXinc. �, :.' r_- ; ,� ., . ._ �� , ____— 1- .---<„, '4.1411411111 4**.a. - _....0"' fr A ilbililli a I h I 6.VIM PHASE 2 DocuSign Envelope ID: B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 HEART OF OKEANOS BY P ET RO C S E ST I Mold and casting 17ft x 9 5ft x 6 8ft 15 US Tons 153 square feet a —. / @ • e8 la il . 9.5' It j j r ..,t J base slab PHASE 2 DocuSign Envelope ID: B7AOAB23-2E75-4F56-BBC2-136FCCE7EAF9 ,11Atil t b LHL >nr,,; PETROC S ESTI PORTFOLIO British artist,born and graduated , , I from art school in London where he , -Net ii it !, currently lives and works.Sesti's 1 -;, `� ,N work pushes the boundaries of art ''..1,- "4 �� ' and science and goes beyond both r 011,11111!! i exploring the ever-changing 1. ,: relationships between artwork,the I tli Q t i ' 1 viewer and the environment in 1 which they are placed.He has f / 1 \ collaborated with scientists from /-' space programs to forestry // scientist's laser scanning trees in the rainforests. ,Af• eie. ''' amyl Inir Vanishing Point Solar Relay Heart of Okeanos Faena Art,Miami Beach DocuSign Envelope ID: B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 MIAMI REEF STAR i ,.. . . ,. . , ; BY CARLOS BETANCOURT IN '` COLLABORATION WITH ALBERTO LATORRE i I _ . -----S1RUCIURAL RWC 8"DIAMETER OCULUS ..PANEL SEAM - " ,,,..-• 7. , A .440 . ,, . - 4,1r. . . • ... •.•0• k,,‘ • , . , , ,. . . . . . ' • - - - _ . _. PHASE 2 DocuSign Envelope ID: B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 MIAMI REEF STAR BY CARLOS BETANCOURT IN COLLABORATION WITH ALBERTO LATORRE Betancourt and Latorre's multifaceted installation for The ReefLine is informed by the beautiful imagery of the migration of starfish and alludes to the reflection of stars high above in the sky.The sculptures will function as biodiversity marine habitats and incorporate Coral Loks, an innovative device created to increase coral out-planting efficiency. Constructed with 3D- Concrete Printing technology, the installation will feature a � `` , massive 90' x 90' star-shaped cluster composed of 54 �.,r'� o starfish shaped marine habitats, ranging in size from 4' - .•. t r to8'in diameter. _ —f . �, - J • •�x• �¢• t �' ~• .ma�yy. i �^ .m�1r ,` a` �-, � : y r y .• • • f _ �' 416,E iM ami. Y . - • PHASE 2 DocuSign Envelope ID: B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 CARLOS BETANCOURT PORTFOLIO ':2";�.- Q is )l oi dires.aii Carlos Betancourt(born San Juan, • Puerto Rico 1966)is an American •• Sounds Symbol Project,2000 artist,generally described as a , - ip --. J Miami Beach,Florida multi-disciplinary artist. His �' : '1R " .,� _ ? + ,;..- _ y , ' f' artworks explore issues of memory, 't.z 'c-- - it- rf� - F� i i . and his own xperiences, while also • ''� '' - s 'J - t- ^�- ,� ( _ ,o—'� —� g . it dwelling in issues of nature,the - '� '_ - %.--• environment and matters of beauty, - ,e 11 identity and communication. By _ f s A° - means of re-examination, he • ' ` "` - =- recycles and reinterprets the past . '- ' -- ; ' by delivering it in a fresh and new " �` . ? ', What Lies Beneath:Tipping,2021 relevant context. Influenced by +_ :+ Point.Art Basel Week personal memories, he believes that art can be informed by one's own 7 or - experiences, not necessarily the � ' ,'` '" -A s ti , other way around. a'y • s !. 7- li. "...:' *'...:• ,,,—. 1. ' ' -. 0 ,f.s , s. Sounds Symbol Project,2000 Golden Pond Wishes,2016-2023 Miami Beach,Florida El Portal,Florida DocuSign Envelope ID: B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 Ocean Rescue Alliance International x Reefline Habitat Reef Modules Reefline and ORAI will work together Surrounding highlighted art with natural reef mimicking to design additional ORAI complex structures that support biodiversity.Structures will be built to support coral outplanting with Coral Loks habitat reefs to various artistic integrated throughout each structure.Each weighing forms to support marine life and between 5,000-10,000lbs and approximately 6x5x5 feet. In addition Reefline will develop research,restoration enhance the Reefline reef site. and education plans with ORAI to engage the public and continue innovative science at these sites. '� ` Al' *;til A . . IX*Il i , •9 1 week post deployment ORAI low profile reef 1.5 years post deployment ORAI low profile reef module ORAI low profile reef module post staghorn coral outplant module DocuSign Envelope ID: B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 REEFLINE MODULES I.,i,_ BY OMA °'12._ N., Connecting each of the sculptural 1 installations,will be a series of artificial "' ti a1 reef modules designed by architectural powerhouse,Office for Metropolitan "` . Architecture(OMA). • This"line" will help guide snorkelers and , divers from one installation to the next, while also providing protection to the _- underwater sculptures. r DocuSign Envelope ID: B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 ORAI Reef Cells ')T7-fLI0 PnRTr r1 THE OCEAN RESCUE ALLIANCE CELLULAR REEF MODULES INTERNATIONAL ` _ Reef Cells are a new and unique solution , - of .1- y The Ocean Rescue Alliance International to bio-marine enhancement.Reef i . Y �,' itsft r (ORAI)is a marine conservation and modules designed to look and act like - • - • restoration non-profit organization that natural reefs,reef cells are designed to i - ~ implements innovative techniques to provide the maximum amount of surface '' ,,�. restore our marine environments. area and the largest number of • 41. a � r' interconnected varied spaces using the \ 9 • } ORAI supports saving our oceans one smallest amount of material. / _ - reef at a time through the creation of % - '- artificial reefs designed to incorporate Traditional man-made habitat structure 1000 Mermaids Artificial Reef Project t td,r cr ,l r.-st<,,,r„ri i<< it sio art,innovative designs,and safe has been limited to sinking scuttled ; materials to enhance marine habitats, ships,obsolete equipment,and protect coastlines and provide a unique previously purposed concrete items; v' , diving location.Their research none of these artificial reefs look natural �- _ �� . investigates artificial design and many appear out of place in the ,.. „c . improvements,coastal protection with marine environment.Many currently ..« - % - +•' . wave reduction modules,coral engineered artificial reef designs appear restoration,oyster restoration, geometric,symmetrical and uniform; -,y .1 ' 4,0 - mangrove restoration,seawall these shapes usually conform to the 1 441111b...� • enchantments,fish population dynamics limitations of their fabrication method ✓ !^• "� '- &recruitment to contribute to effective and usually emphasize ease of ><"'—'_i. -- 1 ,-. • 4 •� restoration. construction or deployment rather than "R"` - �'v • rCI ' compatibility with any natural aesthetic. �- — '� , . '' if , The Serpent,Mayan Artificial Reef, FWC BOUIde Coral Rostoration Kc y Tulum Mexico West,FL DocuSign Envelope ID: B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 - MIAMI BEACH GO BOND Oo PHASE3 , , - `� w , CALLTO ARTIST , .. . -101 • 4 . . It. For Phase 3 The Reef Line will launch a public '� 11 • iiiiiPle jot „,„1041,1110* ft, siek loo ! call to artists,in order to find the most relevant projects to inspire and educate the e +!K;� '. tit IP community about the importance of our �l�j i A'v ,r A it- natural marine resources and the need to Y • ••i•t.. `: • , It 114 taw**, r • i conserve it. r•}!1', c!'l 4 '1 � • -› .• •or .I r."� a ,i u flit 44 /f/11 4f1°74.011, 74"-..."...1.0 •:'....: .iii",,„, or' Ir. itt,-. .. .I...4A • lip a, ar„, . ,. •d,111•;.; api,6. .lk .fr•"'SP( II* eV,' *0- An IS' , •12111 L ' ill ir A.- 'li*a16.4.. t, '.:4. :Z..' 6; .'' % I. I.T. . '''':f4r.iigc ' it ILly i art re.0):1;„1.,1:1V litlipi,fill;:dr. ' , 40 7110 .:O. lg. ilk ' *k. zaie. 140 7., • 4.,„...00•00r.' , 01 ,1..› . . V 4 :SP r ...4 .4:11111. — ,Ilit, !'"';, It illilk I !I' 1811 0, iliFill* 4 lifir .. .•PAi..;-- . . ,:e4. •••:... 4.,..,„ ft* k4,,,,:'"' . . • Iii, .1)1.4 i!!' . -":,:el . ..C...... , clilz irir,k:11:11111‘* . -S..•• r'' it ' .• ' • -.• , ,„ rill • • ; PHASE 2 i 4'. . j # t .I! r ;rr , `� 'Y tog ' 4 .,e _ , i 4 DocuSign Envelope ID:B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 EXHIBIT B2 AGREEMENT BETWEEN MIAMI-DADE COUNTY AND THE CITY OF MIAMI BEACH EXHIBIT B2 OFFICIAL FILE COPY CLERK OF THE BOARD OF COUNTY COMMISSIONERS MIAMI-DADE COUNTY,FLORIDA ARTIFICIAL REEF AGREEMENT BETWEEN CITY OF MIAMI BEACH AND MIAMI-DADE COUNTY THIS ARTIFICIAL REEF AGREEMENT ("Agreement") is made and entered into this 3 day of April, 2024 by and between the City of Miami Beach (hereinafter referred to as the "City") and Miami-Dade County, a political Subdivision of the State of Florida (hereinafter referred to as the"County"). WHEREAS,the County,through its Department of Regulatory and Economic Resources,Division of Environmental Resources Management (hereinafter referred to as "DERM"), manages artificial reef activities and is the permittee for various local, state, and federal regulatory permits for artificial reefs in Miami- Dade County outside of Biscayne National Park and Florida Keys National Marine Sanctuary; and WHEREAS, the City is requesting to place approximately 188 cubic yards of artificial reef material at the South Beach Artificial Reef Site;and WHEREAS, the City is requesting to conduct this artificial reef work under certain local, state, and federal regulatory permits pursuant to which the County is the permittee and the County has been authorized to conduct certain artificial reef work; and WHEREAS, the County is permitted to conduct artificial reef activities at the South Beach Artificial Reef Site pursuant to: Miami-Dade County Class I Coastal Construction Permit No.2011-CLI- PER-00185; the Florida Department of Environmental Protection (FDEP) General Permit No. 13- 0402095-001-EG, and the United States Army Corps of Engineers (the "Corps") Jacksonville (SAJ) Permit No. SAJ-2010-01270, as they may be amended from time to time (collectively, the "County Permits");and WHERAS,the City has represented that all of its artificial reef materials,the City's proposed manner of installation, and all other components of its artificial reef project are in full compliance with all of the requirements and regulations in the above-referenced County Permits; and WHEREAS,the City needs the County's authorization to work under the County Permits and place artificial reef material,and the City has requested such County authorization; and WHEREAS, the City has presented detailed project plans (defined below as the "Artificial Reef Plans") for its proposed work, which are exhibits to this Agreement and incorporated by reference, and the City shall conduct all work consistent with such Artificial Reef Plans;and WHEREAS, this Agreement allows the City to conduct certain artificial reef work under the County Permits,pursuant to the conditions and requirements stated herein, NOW THEREFORE, in consideration of these premises and mutual covenants contained herein, the parties hereby agree as follows: Page 1 of 11 1. The foregoing recitals are hereby incorporated into this Agreement and made a part hereof. 2. The City has submitted project plans to the County for the proposed artificial reef work, which consist,at a minimum, of a Project Plan attached hereto as Exhibit A; a Transit and Construction Plan attached hereto as Exhibit B; and a Post-Construction Plan attached hereto as Exhibit C [Any other supplementary attached exhibits deemed necessary by the County shall be attached as additional exhibits] (hereinafter referred to collectively as the "Artificial Reef Plans"). The Artificial Reef Plans are incorporated into this Agreement as if fully set forth herein. 3. The Artificial Reef Plans are required to include all the pertinent and necessary information for execution and authorization to implement the proposed work, and the City agrees and acknowledges that it has an ongoing obligation under this Agreement to ensure that the Artificial Reef Plans are up-to-date,complete,and include,at a minimum, all of the minimum required information as set forth herein. 4. If any information is missing from the Artificial Reef Plans, if information contained therein is no longer fully accurate or correct, or if changes to the Artificial Reef Plans are needed or desired for any reason, the City is required to first submit to DERM a written request for an amendment to said Artificial Reef Plans, and any such amendment shall require written approval from the DERM Director or DERM Director's designee. 5. The City shall perform all work pursuant to attached Artificial Reef Plans, including all provisions and components of the attached Artificial Reef Plans, and in compliance with all requirements in the County Permits.As a courtesy,the County will provide notice to the City as to relevant changes to the County Permits, but failure by the County to provide such courtesy notice shall not affect the City's obligations. For avoidance of doubt, the City shall comply with the most current versions of all County Permits in effect at the time of any work related to the Artificial Reef Plans. 6. The Project Plan attached as Exhibit A is required to include, at a minimum,the following: a. Statement as to the purpose and goals of the artificial reef project and how the project will provide net benefits to the marine environment and stakeholders. b. Artificial reef project map/plan. c. Detailed description and/or plans of each proposed unique artificial reef element including but not limited to material type and dimensions,how each element will be arranged,stacked, or otherwise secured to one another, and how the material and arrangement complies with all County Permit conditions. d. Selected deployment contractor with prior successful artificial reef project experience. e. Location where artificial reef materials are being built and/or staged prior to deployment. f. Project budget itemized by task. g. Proposed project timeline(s)and implementation schedule(s). 7. The Transit and Construction Plan attached as Exhibit B is required to include,at a minimum,the following: a. Vessel/Barge specifications (length, draft, etc.) that will be used to transport the artificial reef material to the deployment site including how these vessels/barges comply with any Coast Guard standards required for safe transport. b. Partially completed Florida Fish and Wildlife Conservation Commission Cargo Manifest (County staff will complete the form after inspection of artificial reef material). c. Description on how artificial reef material will be loaded and secured on the transporting vessel in compliance with Coast Guard standards. d. Travel path from staging site/loading area to and from the artificial reef site and how Page 2 of 11 impacts to natural resources will be avoided. e. Anchoring methodologies to position the barge, crane, or other equipment at the deployment location in areas void of benthic resources. f. Deployment methodology, including equipment/machinery, that will be utilized to strategically place artificial reef material to adhere to project plans and permit conditions and to avoid impact to existing natural or artificial resources in the project area. g. Construction/deployment schedule detailing the general order of deployments and estimated time for completion as well as more detailed plans about day-to-day operations. 8. The Post-Construction Plan attached as Exhibit C is required to include, at a minimum, the following: a. Description of how final location and relief of artificial reef material will be verified and documented including the submission of post deployment bathymetric survey depending on scope and scale of the project. 9. The City shall adhere to and uphold all conditions of all applicable County Permits, including, but not limited to, the requirements for the placement of artificial reef material within the approved locations; placement of artificial reef material that is free of contaminants, debris and solid waste; and placement of artificial reef material without impacting existing natural resources. 10. It is the City's responsibility to review, be aware of, and comply with all relevant County Permit conditions and deadlines_ As a courtesy, the County will provide notice to the City as to relevant changes to the County Permits,but failure by the County to provide such courtesy notice shall not affect the City's obligations_ 11. With respect to any written submittals, reports, documentation, including but not limited to photos or videos, audit, notices, or other written materials that are requested or required pursuant to any County Permit(collectively,"Reports"),the City shall submit all Reports to DERM with adequate time for DERM to review and approve prior to the deadlines or timelines by which DERM would need to submit the respective Report to the respective agencies, as set forth in the respective County Permits.The County, as the permittee,through DERM staff,will submit the Reports,after review and approval,to the appropriate permitting agency,unless the DERM Director or the DERM Director's designee makes a written request to the City to submit the Reports directly to agencies. Nothing in this Agreement shall empower or authorize the City to act as an agent of the County, nor is the City authorized to seek modification of any of the County Permits, or otherwise bind the County in any way. 12. Post-construction, the County will perform routine inspections that are required by the County Permits and the corresponding reports required by the County Permits. Whether an inspection is considered a "routine inspection"pursuant to this paragraph shall be determined by the County in its sole discretion, and the County, upon request by the City, shall advise whether a particular upcoming inspection is a"routine inspection." Notwithstanding anything to the contrary herein, an inspection shall not be considered a "routine inspection" if it is in any way related to construction, installation, corrective action,or violation of this Agreement or the County Permits, and any such inspection shall remain the obligation of the City. 13. The City shall expeditiously implement and shall be solely responsible for implementing the attached Artificial Reef Plans, in accordance with all County Permits. The City shall be responsible for all aspects of the Artificial Reef Plans, with the exception as provided in Paragraph 11 of the submission of Reports to the respective permitting agencies for the Page 3 of 11 County Permits. All such Reports to the permitting agencies of the County Permits shall be made by the County,unless otherwise requested in writing by the County to the City. 14. Notwithstanding anything to the contrary herein, this Agreement shall not authorize the City to do any work not expressly included in the attached Artificial Reef Plans. 15. To the extent that all or a portion of the work included in the attached Artificial Reef Plans will require a modification or change to any of the County Permits after the effective date of this Agreement, the City shall, upon request by the County, prepare all plans and specifications for any such County Permit modifications or changes. In addition, the City agrees to reimburse the County, including but not limited to paying the applicable hourly rate for DERM staff time, for any costs incurred by the County associated with modifying a County Permit in connection with the Artificial Reef Plans. The County will submit such requests for reimbursement to the City together with documentation as to such costs. 16. If the City does not comply with any and all of the applicable County Permit conditions and all provisions of this Agreement and the attached Artificial Reef Plans, including, but not limited to,the requirement that the City submit all required Reports to the County,the County may require the City to take corrective actions, as determined the discretion of the DERM Director or the DERM Director's designee. Such corrective actions may include,but are not limited to, removing all or part of the placed artificial reef material, providing additional documentation as required by the respective permitting agencies of the County Permits, and reimbursing the County for all of the County staff time used in preparing and implementing any and all corrective actions needed.Any and all corrective actions shall be at the City's sole cost and expense, including the payment of all associated penalties. 17. Additionally, should a federal, state, or local permitting agency require the County to take corrective actions, including,but not limited to mitigation, or pay penalties related to actions or inaction by the City, the City shall be solely responsible for conducting any and all corrective actions and paying any and all associated penalties as required by the respective agency or agencies. In addition, City shall, upon written request by DERM, engage in discussions with the agency requesting these corrective actions and shall keep the County fully appraised of these discussions and shall consult with the County and obtain written approval from the DERM Director or the DERM Director's designee prior to performing any subsequent corrective work under County permits. Any and all corrective actions shall be at the City's sole cost and expense, including the payment of all associated penalties. 18. The City shall keep records which shall include, but not be limited to, project documents, contracts, deliverables, and correspondence. All such records will be retained by the City for not less than five(5)years beyond the end date of this Agreement. This Agreement, with any appendices and attachments, is a public record and is subject to public inspection under Chapter 286, Florida Statutes, popularly known as the "Government in the Sunshine Law". When the City advises the County in writing of the sensitive nature of information claimed to be proprietary,to the extent that Chapter 286,Florida Statutes, allows proprietary information to be withheld from public inspection, the County shall respect the sensitive nature of such proprietary information and not reveal such information only to the extent allowed by law. 19. If the City has questions regarding the application of Chapter 119, Florida Statutes, to the City's duty to provide public records relating to this Agreement, contact the custodian of public records at 305-372-6564, DennRecords@miamidade.gov, or 701 NW lst Court, Suite 300, Miami, FL Page 4 of 11 33136. To the extent required by applicable law,the City shall: a. Keep and maintain public records required by County in connection with this Agreement. b. Upon request from the County's custodian of public records, provide the County with a copy of the requested records or allow the records to be inspected or copied within a reasonable time at a cost that does not exceed the cost provided by Chapter 119 of the Florida Statutes,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 for the duration of this Agreement and following completion or termination of this Agreement if the City does not transfer the records to the County. d. Upon completion or termination of this Agreement, transfer, at no cost, to the County all public records in possession of the City or keep and maintain public records required by the County in connection with this Agreement.If the City transfers all public records to the County upon completion or termination of this Agreement, the City shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. If the City keeps and maintains public records upon completion or termination of this Agreement, the City shall meet all applicable requirements for retaining public records.All records stored electronically must be provided to the County, upon request from County's custodian of public records,in a format that is compatible with the information technology systems of County. 20. The City shall provide the County with access to all of its records related to this Agreement and shall provide such assistance as may be necessary to facilitate the review of such records by the County. Additionally, all contracts between the City and third parties for work or materials related to the activities contemplated by this Agreement shall be provided to the County upon request and the County shall have the right to audit records associated with these contracts. The County shall have the right to access all records for not less than five (5) years beyond the end of this Agreement. The City shall make all records or documents which relate to this Agreement available to the County electronically, if so available. 21. Before commencing any construction work authorized under this Agreement, the City shall cause the general contractor that will be performing the work encompassed in the Artificial Reef Plans (the"Project Contractor")to procure, execute, record in the public records of the County and deliver to the County, a payment and performance bond reflecting the County and the City as obligees, in satisfaction of the requirements of Section 255.05 of the Florida Statutes and in satisfaction of the County's and City's bonding requirements, in the full amount of the proposed work for such project.The requirement that the City cause the Project Contractor to provide this payment and performance bond is in addition to all other requirements of this Agreement and shall not be construed as a limitation on the extent of the City's responsibility or liability pursuant to the indemnification provisions of this Agreement. The County will provide standard payment and performance bond forms as needed. 22. The City shall and shall require the Project Contractor to indemnify and hold harmless the County and its officers, employees, agents and instrumentalities from any and all liability, losses or damages, including attorneys' fees and costs of defense, which the County 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 this Agreement by the City or its employees, agents, servants,partners principals Page 5 of 11 or subcontractors. The City shall and shall require the Project Contractor to 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 County, where applicable, including appellate proceedings, and shall pay all costs,judgments, and attorney's fees which may issue thereon. The City expressly understands and agrees and shall require the Project Contractor to agree that any insurance protection required by this Agreement or otherwise provided by the City or the Project Contractor shall in no way limit the responsibility to indemnify, keep and save harmless and defend the County or its officers, employees,agents and instrumentalities as herein provided. The City and the Project Contractor shall each furnish to Department of Regulatory and Economic Resources-Division of Environmental Resources (DERM) (701 NW 1st Court, Suite 400,Miami FL 33136), Certificate(s)of Insurance which indicate that insurance coverage has been obtained which meets the requirements as outlined below: A. Worker's Compensation Insurance for all employees of the City as required by Florida Statute 440. a. As applicable, such worker's compensation insurance should include coverage required under the U.S. Longshoremen and Harbor Workers'Act(USL&H)and/or Jones Act for any activities on or about navigable water. B. Commercial General/Marine Liability Insurance in an amount not less than$1,000,000 per occurrence,and$2,000,000 in the aggregate,not to exclude Products&Completed Operations. Miami-Dade County must be shown as an additional insured with respect to this coverage. C. Automobile Liability Insurance covering all owned,non-owned and hired vehicles, in an amount not less than $1,000,000 combined single limit per occurrence for bodily injury and property damage. D. Protection&Indemnity insurance for any vessels used in connection with the work,in the name of the owner of such vessel(s)in an amount not less than$1,000,000 per occurrence. Miami-Dade County must be shown as an additional insured with respect to this coverage. All insurance policies required above shall be issued by companies authorized to do business under the laws of the State of Florida,with the following qualifications: The company must be rated no less than"A-" as to management, and no less than"Class VII"as to financial strength,by Best's Insurance Guide,published by A.M.Best Company, Oldwick, New Jersey, or its equivalent, subject to the approval of the County Risk Management Division. or The company must hold a valid Florida Certificate of Authority as shown in the latest"List of All Insurance Companies Authorized or Approved to Do Business in Florida"issued by the State of Florida Department of Financial Services. NOTE: CERTIFICATE HOLDER MUST READ: MIAMI-DADE COUNTY 111 NW 1st STREET SUITE 2340 MIAMI,FL 33128 Page 6 of 11 Notwithstanding anything to the contrary herein,the County acknowledges that the City may self- insure for any of the above required coverages and the foregoing provisions are not intended to waive the City's right to so self-insure pursuant to Section 768.28(16)(a), Florida Statutes and other applicable law. 23. With respect to any contractor or other entity or organization that performs any of the work,duties, or other obligations in the Artificial Reef Plans,the City shall require all such contractors,entities, and organizations to indemnify and hold harmless the County and its officers, employees, agents and instrumentalities in the same manner as provided in paragraph 22 above. In addition, for any insurance that the City requires of any contractor or other entity or organization that will be performing any of the work, duties, or other obligations in the Artificial Reef Plans,the City shall require such insurance to name the County as an additional insured. 24. The term"City" shall include the City and its agents and employees. 25. Nothing in this Agreement relieves the City from the need to obtain any other local,state or federal permits or approvals, as may be required. 26. The City shall comply with all present and future applicable laws, ordinances, rules, regulations, authorizations, orders, and requirements of all federal, state, county and municipal governments, the departments, bureaus, or commissions thereof, authorities,boards or officers, any national or local board of fire underwriters,or any other body or bodies exercising similar functions having or acquiring jurisdiction over all or any part of the Artificial Reef Plans. 27. In the event of a breach of any of the provisions of this Agreement by the City, the County may pursue correction action and/or terminate this Agreement, and/or seek to enforce any of its provisions. The remedies that the County may pursue shall be in addition to any other remedy provided for herein or otherwise allowable by law. To the extent that any artificial reef material has been placed pursuant to this Agreement, all of the City's obligations and requirements in this Agreement shall survive the termination of this Agreement. 28. DERM may conduct periodic site inspections of the work to ensure compliance with all the conditions of the Plans, and the City shall ensure that the County has access to conduct any such site inspections. 29. This Agreement shall be effective beginning on the date of execution by all parties.The Artificial Reef Plans may be amended,only after review and written approval by the County,and after being incorporated into this Agreement through a written amendment. 30. No payment from the County or other consideration from the County is required as part of this Agreement. The sole consideration provided by the County to the City for the City's placement of artificial reef material and the work contemplated by this Agreement is the ability of the City and the City's designee to work under the County Permits as described herein. This is agreed to be valuable consideration to the City. 31. The City acknowledges and agrees that the County has no obligation or duty to maintain,protect, preserve, repair, or otherwise care for the artificial reef material included in the Artificial Reef Plans, and in the event that the County is either required by a regulatory agency or elects to move or remove any or all of said artificial reef material, the City shall have no recourse whatsoever against the County and in no event shall the County be liable to the City for damages or any other form of relief Page 7 of 11 32. Nothing in this Agreement is intended, nor may be construed, to create any rights, confer any benefits, or relieve any liability, of any kind whatsoever in any third person not a party to this Agreement. 33. The City cannot assign its obligations under this Agreement to another party, but may enter into written agreements with third parties to fulfill its obligations hereunder.The County acknowledges that Blue Lab Preservation Society, Inc. (dba ReefLine) and its contractors, including without limitation the Project Contractor, will execute the work in furtherance of the City's obligations hereunder pursuant to written agreement(s),copies of which will be provided to the County. The City shall remain liable for all of its obligations hereunder. 34. All notices required or permitted to be given under the terms and provisions of this Agreement by either party to the other shall be in writing and shall be sent by registered or certified mail, return receipt required, to the parties as follows: As to the County: As to the City: Lisa Spadafina,Director Eric Carpenter,Deputy City Manager Dept.of Regulatory and Economic City of Miami Beach Resources-DERM 1700 Convention Center Drive 701 N.W. 1 Court, Suite 400 Miami Beach,Florida 33139 Miami, Florida 33136 (305)673-7010 With Copy to: Rafael A. Paz, City Attorney City of Miami Beach 1700 Convention Center Drive Miami Beach, Florida 33139 (305)673-7470 Page 8 of 11 or to such other address as may hereafter be provided by the parties in writing.Notices by registered or certified mail shall be deemed received on the delivery date indicated by the U.S. Postal Service on the return receipt. 35. The City shall not make representations about the County's position or role with respect to this Agreement, including, but not limited to, the work proposed in the attached Artificial Reef Plans, or make statements on behalf of the County without prior direction and the County's written approval. 36. Recognizing that artificial reefs are one of the many types of coastal structures that may affect or otherwise impact the coast,and that coordination and cooperation with the County is needed so as to avoid the potential for negative impacts,whether from a particular project or cumulatively, the City agrees to coordinate and cooperate in advance with the County on all proposed artificial reefs and other coastal structures, wave breaks, jetties, hybrid reefs, and any other structures to be located in the ocean, whether such structures are proposed under the County's regulatory permits or another permittee's regulatory permits. These requirements that the City coordinate and cooperate in advance with the County shall apply to all of the above-mentioned coastal structures that are proposed, funded, or otherwise sponsored by the City. Any inadvertent failure to comply with the foregoing requirements shall not be deemed a breach of this Agreement,provided,however,that the City has otherwise demonstrated a good faith effort to comply with the requirements of this paragraph. 37. This Agreement shall be governed and construed in accordance with the laws of the State of Florida. Any litigation hereunder shall be brought in the Circuit Court of the Eleventh Judicial Circuit of Miami-Dade County, Florida. 38. (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. (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. Page 9 of 11 (3)Upon ten 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. (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. (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 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 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. (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. (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. Page 10 of 11 IN WITNESS WHEREOF,"the parties hereto have caused this Agreement to be executed by their duly authorized representative(s) on the latest day and year noted below. CITY OF AMI BEACH 3Ji ) ty Manager Date ATTEST: / MAR 1 9 2024 By: City Clerk Date Print Name: '€GR nA APPROVED AS TO. FORM& LANGUAGE &FOR EXECUTION MIAMI-DADE COUN Y `s. 3 be� /zoz.4- �� city Attorney Date By. 4/2/2024 ayor's Designee Date immy Morales Chief Operations Officer ATTEST: Juan Femandez-Barquin, Clerk of the Court nd Comptroller By: (Depot .lerk ignature) AO* S ••�• ! - L Print Name: Anthony Lavadie- e302751 a I rn Date: rel 04/03/2024 'a """" Page 11 of 11 EXHIBIT A 1. Project Statement 2. Artificial Reef Project Map/Plan 3. Detailed description and/or plans of each proposed unique artificial reef element 4. Selected deployment contractor 5. Location 6. Project Budget 7. Project Timeline 1. Statement as to the purpose and goals of the artificial reef project and how the project will provide net benefits to the marine environment and stakeholders. The ReefLine is a non-profit project envisioned by BlueLab Preservation Society, as a car sculpture artificial reef deployment situated approximately 600-feet off the Miami Beach shore. It is a singular investment in civic infrastructure, public art, and environmental protection that will pay dividends over the coming decades and attract ecologically-minded tourists and lovers of art. The ReefLine will demonstrate to the world how tourism, artistic expression, and the creation of critical habitat can be aligned. It collaborates with leading partners in artificial reef structure design and deployment such as Coral Morphologic, Ocean Rescue Alliance International (ORAI) and University of Miami (UM). This extraordinary endeavor will grant unrestricted access to experience Miami's rich marine biodiversity. The ReefLine consists of 22 concrete car reef modules designed by artist Leandro Erlich, and modifying an area previously permitted by DERM for deployment of artificial reefs. In 2003 a Municipal Resolution (#2003-25203) was passed by the City of Miami Beach in support of this area to serve as a site of artificial reef deployment. The two- decade-old Jose Cuervo Reef serves as a proof-of-concept for how artificial reefs can attract snorkelers and create habitat in the sandy area within swimming distance from shore. Implementation of The ReefLine follows the receipt of a $5M grant in November 2022 through the Arts and Culture General Obligation Bond approved by Miami Beach voters. The City of Miami Beach's strong commitment to environmental preservation and support for innovative projects like the ReefLine is a driving force behind this groundbreaking initiative. Exhibit A, Page 1 of 8 2. Artificial reef project map/plan. The Phase 1 construction plans, inclusive of a project map, prepared by Cummins Cederberg, Inc., are referenced in Exhibit A as Attachment 1. 3. Detailed description and/or plans of each proposed unique artificial reef element including but not limited to material type and dimensions, how each element will be arranged, stacked, or otherwise secured to one another, and how the material and arrangement complies with all County Permit conditions. The proposed construction method for the 22 concrete car reef modules consists of a concrete monolithic base and concrete vehicle shaped shell.The concrete shall be 4000 psi with basalt fiber reinforcement. The base and shell shall be joined with interlaced rebar. A steel rebar"cage"shall reinforce the concrete vehicle shell. This rebar cage will extend into the base and be tied to steel reinforcement rebar located in the base. It is intended that the vehicle shape be cast into a multi part mold consisting of an exterior and interior mold shape. Once the cast is cured, the mold parts are removed, and the shell cast is lowered into the open form from which the base slab will be created. Rebar reinforcements projecting from the underside of the shell form will be interlaced into rebar reinforcements inside the base slab form.Then the base slab form will be filled with additional concrete thus encapsulating the bottom of the shell form and thereby creating the interior chamber which will be flooded with seawater during deployment. The materials that will be used for construction of the 22 concrete car reef modules are free of soils, oils, and greases, debris, litter, putrescible substances and other pollutants. There will be no "white goods" (inoperative and discarded refrigerators, freezers, ranges, water heaters,washers, and other similar domestic and commercial appliances), asphalt material, tires, and other polluting materials used in construction of the reef. The material composition of each prefabricated module consists of pH neutral concrete with fiber and heavy gauge steel reinforcement. The elemental breakdown for the pH neutral concrete is broken down below. Major components: • Calcium Sulfoaluminate Cement(CSA) • Ground calcium carbonate • Ground silicate • Nano silica • Microfiber basalt • Ph neutral water Trace components: • Calcic plagioclase • Feldspar • Pyroxene • Olivine Exhibit A,Page 2 of 8 As proposed, the concrete mix to be used to create the shell form is known as UHPC or Ultra-High-Performance Concrete. This material is many times stronger than conventional concrete with a compressive strength up to 29,000 psi. More information about this material can be found in Exhibit A,Attachment 2. The shell form will be reinforced with a web of#3 rebar approximately 12"oc ew.Additional steel mesh and basalt fiber reinforcements will be dispersed throughout the material matrix. These reinforcements will be continuous throughout the shell and base slab.Three reinforced interior support walls,as noted on page 4 of Reef Cells shop drawing (Exhibit A,Attachment 3)will be added to provide additional rigidity to the cast shell form. Typical UHPC characteristics: UHPC Strength Compressive: 17,000 to 22,000 psi, (120 to 150 MPa) Flexural:2200 to 3600 psi, (15 to 25 MPa) Modulus of Elasticity: 6500 to 7300 ksi, (45 to 50 GPa) UHPC Durability Freeze/thaw(after 300 cycles): 100% Salt-scaling (loss of residue): <0.013 Ib/ft3, (< 60 g/m2) Abrasion (relative volume loss index): 1.7 Oxygen permeability: < 10-19 ft2, (<10-20 m2) Three concrete car reef module types will be produced (e.g., compact car, midsize car, and SUV). The specifications of each type are noted as follows and illustrated in the shop drawings by Reef Cells (Exhibit A,Attachment 3): 1. Compact Car Sculpture Reef Module a. Dimensions and Volumes: • Vehicle shape: 8' long x 5'wide x 4'tall • Base: 10'x 8' x 8" b. Weights: • Vehicle + Base: concrete and steel = 18,188 lbs • Internal cavity seawater= 6,450 lbs • Total Deployed Dry Module Weight = approximately 18,188 lbs(9 tons) • Total Deployed Wet Module Weight = approximately 24,638 lbs (12 tons) Exhibit A,Page 3 of 8 2. Midsize Car Sculpture Reef Module a. Dimensions and Volumes: • Vehicle shape: 9' long x 5.5' wide x 4.9'tall • Base: 11'x8' x8" b. Weights: • Vehicle + Base: concrete and steel= 19,960 lbs • Internal cavity seawater= 6,950 lbs • Total Deployed Dry Module Weight = approximately 19,960 lbs (10 tons) • Total Deployed Wet Module Weight= approximately 26,910 lbs (13.5 tons) 3. Sport Utility Vehicle Sculpture Reef Module a. Dimensions and Volumes: • Vehicle shape: 10' long x 6'wide x 5.4'tall • Base: 12'x 8'x 8" b. Weights: • Vehicle + Base: concrete and steel =22,210 lbs • Internal cavity seawater= 7,320 lbs • Total Deployed Dry Module Weight = approximately 22,210 lbs (11 tons) • Total Deployed Wet Module Weight= approximately 29,530 lbs (14.8 tons) Internal void spacing will be incorporated into the concrete car reef modules for venting.All holes made are for venting and allowing seawater to enter interior chambers during the deployment. The largest vent opening is located at the very top of each concrete car reef module to provide an exit for all interior air during deployment. This opening is a minimum of 4 inches in diameter.Smaller seawater vents located in the bottom portion of each module provide flooding of each module's interior during deployment. These openings are a maximum of 3 inches in diameter. There are 15 vents per cluster with each cluster located at the bottom of each interior chamber. The size and location of the openings will prevent entrapment of marine organisms. Refer to Exhibit A,Attachment 3 for shop drawings that provide more detailed information about the internal void spacing. The flat concrete foundations for each structure will be aligned in rows, spaced approx. 1 foot apart, per the construction drawings (Exhibit A,Attachment 1). The stability analysis performed by Cummins Cederberg, Inc.and the UM wave tank testing considered the weight and shape of the modules. The shape remains unchanged. The stability analysis was updated based on the shape-specific drag coefficients obtained from the UM tank testing,which are more accurate than originally assumed. The assumed drag coefficients were the best available but are for cubes, pyramids, and spheres. The revised drag coefficients allowed us to reduce the needed weight, which is still satisfied by the hollow cars, so long as water can flood the chamber upon installation. An updated stability analysis for the"hollow cars" is provided as Exhibit A, Attachment 4. Exhibit A, Page 4 of 8 4. Selected deployment contractor with prior successful artificial reef project experience. The selected contractor is Brownie's Global Logistics, LLC a Florida Company in partnership with Guice Offshore - an offshore supply vessel maritime transportation company. They primarily contract with the U.S. Navy and comply with all U.S Coast Guard. standards. Their vessel "Go America" has supported Ocean Rescue Alliance (ORA) and others on several artificial reef deployments in South Florida. Their contact information is as follows: Guice Offshore Contact Information: Flag: USCG ON 1226876 Class:ABS Loadline, USCG Sub "L" &"I" Builder: Bollinger Shipyards Delivery Date: 2001 EEP: 110 Persons Fleet Operations 3861 Ambassador Caffery, Suite 350 Lafayette, LA 70503 Ph: 337.889.0220 Corporate 100 Terra Bella Blvd Covington, LA 70433 Ph: 985.801.4051 Northeast Office 225 Dyer Street, 2nd Floor Providence, RI 02903 Ph: 985.273.2769 Email: david.schevd caquiceoffshore.com Go America Contact Information: Robert Carmichael Ph: 337.735.3856 Email: ooamericanouiceoffshore.com South Florida Ocean Measurement Facility Naval Surface Warfare Center, Carderock Division 91 North Beach Rd. Dania Beach, FL 33004-3035 Exhibit A,Page 5 of 8 The GO America spec sheet and deck profile arrangement spec sheet are provided in Exhibit A,Attachment 5. 5. Location where artificial reef materials are being built and/or staged prior to deployment. The Reef Cells facility, located at 6117 Lawrence Rd Boynton Beach, Florida 33462, will manufacture all 22 concrete car reef modules and stage them for inspection onsite by • respective agencies, including Miami-Dade County, prior to deployment clearance. Once cleared, they will be transferred from the Reef Cells Facility to Port Everglades (PEV) at NavSea-SFOMF(8000 North Ocean Dr. Dania Beach FL 33004)to be staged and loaded for final deployment. The 22 concrete car reef modules will be transported on flatbed semi-trucks,2 cars per truck resulting in 11 transport trips(3 days). Seven (7)to eight(8)concrete car reef modules will be placed directly on the Go America vessel each day of deployment for 3 deployment trips total (Exhibit A,Attachment 5). Exhibit A, Page 6 of 8 6. Project budget itemized by task. Phase I Project Budget PHASE 1 DEPLOYMENT Production of 22 Concrete Car Reef Modules (Leandro Erlich) $764,445 Underwater Deployment/Installation (Offshore transport and placement of modules via vessel and crane) $100,000 Trucking transportation of structures to vessel $30,000 Capital Project Manager / Owner's Rep $108,000 Marine Construction and Logistics Operations Coordinator $54,000 Marine Construction Services $30,000 Natural Resource Restoration/ Coral Resiliency Lab $40,000 Marine Buoys $33,000 Signage/Educational Information $25,000 SUB TOTAL $1,184,445 PERMITTING, TESTING, INSURANCE AND LEGAL FEES Coastal Marine Engineering Partner Permitting and Surveys $50.000 Insurance $25,000 Legal Fees $22,500 SUB TOTAL $97,500 ARCHITECT & DESIGN 11111 Architect Fees $20,000 OMA Master Planning $25,000 Material Expert Consultant $10.000 SUB TOTAL $55,000 MISCELLANEOUS Prototypes (Transportation, etc.) $18,000 Miscellaneous Project Expenses $27.000 SUB TOTAL $45,000 SUB TOTAL PHASE 1 $1,381,945 Contingency $207,292 Total Budget + Contingency $1,589,237 Exhibit A, Figure 1. Phase 1 Project Budget. Exhibit A, Page 7 of 8 7. Proposed project timeline(s)and implementation schedule(s). Please reference Exhibit A, Attachment 6 for the Project Schedule. Note the deployment must be completed by March 14, 2026, per USACE NWP#SAJ-2010-01270(NW-AG). The FDEP General Permit #13-0402095-002-EG expires May 3, 2027, and the Miami-Dade County DERM permit#2011-CLI-PER-00185 was extended through July 17, 2029. Exhibit A, Page 8 of 8 EXHIBIT A, ATTACHMENT 1 - CONSTRUCTION PLANS THE REEFLINE ARTIFICIAL REEF PROJECT CITY OF MIAMI BEACH, MIAMI-DADE COUNTY, FLORIDA a SHEET INDEX rrI i Is i€ � - SHEET NUMBER TITLE M-`' ( a e ` CM-LO COVER SHEET Z CM-11 GENERAL NOTES VW 1 '.. CM-1.2 LOCATION MAP • �r�, CM-1.3 EXISTING CONDITIONS PLAN O E iAMI .xfi `A�I s ` ARTIFICIAL REEF FIRST DEPLOYMENT LAYOUT U T L CAN', 3 s.'',,, CM-2.0 PLAN GULF OF �r*->. _-— , CM-2.1 ARTIFICIAL REEF TYPICAL SECTION VIEWS MEXICO FLORIDA g Mt Ml ° I CM-2.2 COMPACT VEHICLE STRUCTURAL DETAILS ti CM-2.3 MIDSIZE VEHICLE STRUCTURAL DETAILS O Q �i r SPORT UTILITY VEHICLE STRUCTURAL -�+ CM-2.4 DETAILS ETAILS LOCATION = PROJECT LOCATION JORDONP CHEIRT PE RIM THE RIM,.PEEN BGITPLLv pl® ND MAlE0 IN!CROON P CARPET Dl TK DATE/NIM.EMTO THE MN. PRINTED CORES Of THE COLUMBO NtE NOT CONECEN®ERG.,®NDSEALED LE BE VERIFIED ELETURE CTRON( F I iCLIENT ENGINE[N 6 BLUE LAB CUMMINS I CEDERBERG 811 ALWAY3�CALL eLl�l PRESERVATION Coastal&Marine Engineering N 1 BEFORE YOU DIG t SOCIETY ., It's fast It's free.it's the law 3y MIAMI•FORT LAUDERDALE 55 JUPITER.TALLAHASSEE a ST.PETERSBURG www.callsunshine.com TEL:+1 305-741-6155 FAX 305-974-1969 M� �! WWW.CUMMINSCEDERBERG.COM a. NOTE COVER a c SHEEP t OF I 1 - CM-0.0 GENERAL NOTES: SUPPORT REINFORCING EXPOSED TO WEATHER.ALL RENFORCI NG STEEL SHALL BE ACCURATELY LOCATED °ROBOT AND FIRMLY HELD IN PLACE BEFORE AND DURING THE PLACEMENT OF CONCRETE. THE REEFLINE 1 THE WORN CONSISTS OF FURNISHING ALL CONSTRUCTION.LABOR.EQUIPMENT AND MATERNS AND PERFORMING 1.5. CONTRACTOR SHALL ADMSE ENGINEER OF THE REWIRED RENFORCING STEEL SITE REVIEW AT LEAST 24 ABBREVIATIONS ARTIFICIAL REEF ALL OPERATIONS IN CONNECTION WITH DREDGING OF THE LOCATIONS SHOWN ON THESE DRAWINGS AND HOURS PRIOR TO PLACING OF CONCRETE. ACI AWERKAN CONCRETE INSTITUTE PROJECT SPECFIED IN THE CONTRACT ODDMENTS.RNCLUGNG TECHNICAL SPECFICATKINS. ASTY AMERKAN SOCIETY FOR TESTING AND MATERIALSNO CONSTRUCTION SHALL COMMENCE UNTO ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN SECURED ARO ENVIRO I(Tu NOTES. • ADDRESS. THE CONTRACTOR HAS BEEN ISSUED NOTICE TO PROCEED. B BOTTOM CITY OF MAW BEACH. 3 ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS MAY HAVE CHANGED IN SIZE BY REPRODUCTION,THIS I. FOEP,MACE AND LOCAL PERMITS COVER THEAND PROJECT.ALL CONDITIONS OF THE PERMITS, D E%EMIMgNS CONC. CONCRETE MIAMI-DADE COUNTY.FLORIDA SHOULD BE CONSIDERED WHEN OBTAINING SEAS FD DATA ALL DMENSIONS ON PLANS ARE SUBECT TO SHALL BE ADHERED TO. CONT CONTINUOUS SENT VERIFICATION IN THE FIELD 2. CONTRACTOR SHALL COMPLETE WORK IN ACCORDANCE WITH TECHNICAL SPECIMEN:NS AND REGULATORY BLUE LAB 4. IT IS THE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUNTUXILS HAVING PERMITS. CONED CONTINUED PRESERVATION JURISDICTION.ANY DISCREPANCIES IN THE PUNS WITH FIELD CONDITIONS SHALL BE BROUGHT TO THE OWLS DOWELS IMMEDIATE ATTENTION OF THE ENGINEER.CONSTRUCTION SHALL NOT CONTINUE UNTIL THE ENGINEER HAS EF EACH FACE SOCIETY ADDRESSED THE DISCREPANCIES. 5. THE WORK INCLUDES THE THE INSTALLATION O TFl 22 PRECAST CONCRETE ARCAL REEF MODULES FDP FLORIDA DEPARTMENT OF ENVNONYENTA PROTECTION ADDRESS FOOT FLORIDA DEPARTMENT OF TRANSPORTATION XIMENAQHHCNEYLAB ART SURVEY NOTES KS KIPS PER SQUARE INCH ENGINEER um uEw NCH RATER CUMMINS CEDERBERG I. SEDIMENT DATA COLLECTED BY CUMMINS CEDERBERG,INC.AUGUST 2020. MIN MINIMUM Nn'WTA AAAMAWI DOWEMNG 2. BATHYMETRIC DATA COLLECTED BY COMBING CEDERBERG,INC.AUGUST 2020. MEW MEAN LOW WATER 201 ALIAAINRACIRCLE.SAYE SO, 1 BATHYNETRIC DATA REFERENCE DATUM IS NAST 88. ARID NORTH AMERICAN VERTICAL DATUM TEL..I.ISO asi-NIAA FAx.I AOOMII1.8 4. IMAGERY COLLECTED FROM ESRI WORLD IMAGERY DATED MARCH 2019. 5. BENTHIC SURVEY CONDUCTED BY DOMAINS CEDERBERG,INC.AUGUST 2020. NONE NATIONAL GEODETIC VERTICAL DATUM Ymw.Cwl SCEDERNnc CDM GALA•7249.12 6. REFERENCE ELEVATION PROVIDED BY ECS WIND SURVERYORS NB CC N:520871.05 E:942236.83 Z.13.49.E PERA PERMITTING,ENVIRONRENT,AND REGULATORY AFARS ELEVATION PROVIDED EN ECS LAND SURVERYORS DAB CC H 520871.05 Es 942236.83 Z:13.49. PSI POUNDS PER SQUARE INCH CUMMINS I CEDERBERG T TOP (.,a.,41 c N.Limn.Engineering TE)AL DATA LET TYPICAL I PUBLISHED TIDAL ELEVATIONS ARE SHOWN IN THE CONSTRUCTION PLANS.CONTRACTOR WY NEED TO ADJUST IISACE UN1ED STATES ARMY CORPS OF ENGINEERS HIS RORK PLAN TO ACCOUNT FOR ACTUAL RATER LEVELS AND CHANGING WATER LEVELS.THE SIZE WY BE • HMO UNLESS NOTED OTHERWISE SUBJECT TO VAHIAALE WAVE AND SURGE CONDITIONS AJIO IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO __ W/C WATER/CEMENT RAM PROVIDE TEMPORARY SUPPORT FOR MARINE STRUCTURES AND SHORELkE DURING CONSTRUCTION.➢DAL DATA OBTAINED FROM 8723214 VIRGINA KEY. SYMBOLS LEGEND CONCRETE: I. FORMS FOR THIS WORK SHALL BE WOE OF EITHER 1100D OR META_THEY SHALL BE STRAIGHT MD FREE OF DETAIL NUMBER WARP OR BENDS.THEY SHALL HAVE SUnTCIENT SIIEWGTH MD MODIFY,*MEN STAKED.TO RESIST THE ah PRESSURE O THE CONCRETE WITHOUT SPRINGING.IF WOODEN FORMS ARE USED.THEY SHALL BE OF DETML&MX ADEQUATE SECTION AND SHALL HAVE A FLAT SURFACE ON TOG.MIRMS SHALL HAVE A DEPTH AT LEAST EQUAL TO THE VERTICAL DIMENSIONS FOR ORE DEPTH O THE CONCRETE BEING DEPOSITED AGAINST THEM.WHEN SHEET NmERE READY FOR THE CONCRETE 10 HE ULP SHED.THEY SNAIL NOT VARY FROM THE APPROVED LINE AND GRADE, DETAIL IS SHOW AND SHALL BE KEPT SO UNTIL THE CONCRETE HAS SET. 2, JUST PRIOR TO PLACING THE CONCRETE ANY WOODEN FORMS SHALL BE MOISTENED AND ALL STEEL DIRECTION OF VIEW REINFORCING SHALL BE RINSED WITH FRESH WATER THE CONCRETE SHALL BE PLACED IN THE FORMS AND FOR SECTION CUT TAMPED IN PLACE SO THAT ALL HONEYCOMBS ALL BE ELIMINATED AND SUFFCENT MORTAR BROUGHT 10 A SMOOTH EVEN FINISH BY MEANS OF A FLOAT 3. NO CONCRETE SHALL BE POURED DURING UNFAVORABLE WEATHER OR SEA CONDITIONS. SECTION LETTER— A. ALL STEEL SHALL HAVE A MIRMUM OF 3 INCHES CONCRETE COVER,UNLESS OTHERWISE NOTED.NO CHARS OR OTHER METAL SHALL PROTRUDE FROM SURFACE OF CONCRETE W SECTION CUT 5. CAST-IN-PUCE CONCRETE SHALL BE A MINIMUM OF 5,000 PSI COMPRESSIVE STRENGTH AT 28 SAYS.WATER •,if• CEMENT RATIO(W/C)SHALL D LESS THAN OR EQUAL TO DR PROVIDE N%DESIGN FOR A CLASS N SHEET WHERE SECTION IS CONCRETE FOR AN EXTREMELY AGGRESSFE(MARINE)ENVIRONMENT IN ACCORDANCE WTH FOOT SPECFICATTONS. SHOWN PROVIDE SUFFICIENT AMOUNT OF FLY ASH AND SILICA FUSE TO THE CEMENT CONTENT.CONTRACTOR SHALL PROVIDE MX DESIGN TO ENGINEER FUR APPROVAL 10 HAYS PRIOR TO CONCRETE PLACEMENT. 6 NO WATER SHALL BE ADDED TO CONCRETE AT THE JOB SITE UNLESS AUTHORIZED BY THE ENGINEER OR SPECIAL INSPECTOR. 7. COMPONENTS NOT CONSTRUCTED ACCORDING TO THESE SPECHCATIONS SHALL HE REMOVED AND REPLACED PROPERLY AT THE ExPENSE OF THE CONTRACTOR. 8. TIE FACES OF TIED FINISHED STRUCTURES SHALL BE TRUE,STRAIGHT,AND O UNIFORM MOTH,FREE FROM HUMPS,SAGS,OR OTHER IRREGULARITIES EXCEPT AS SPECIFIED IN THE PLANS.THE CONTRACTOR SHALL REPLACE ANY CEMENT SEGMENTS. 9. CONCRETE FORM*ORNERS AND PIASTERS. THE CONTRACTOR SHALL SUPPLY A SUFFICIENT NUMBER OF ExPEMENCE CONCRETE FORIWRRKERS AID FINISHERS IN ORDER TO COMPLETE THE WORN.A CONCRETE FOREMAN WHO HAS A THOROUGH WDERSTANDNG f O IRE PUNS.SPECIFICATIONS.AND REFERENCED SPECIFICATIONS SHALL SUPPOSE ILL FOMFWORKERS MO a FINISHERS.NO SUB-STANDARD WORKMANSHIP WILL D ACCEPTED. B 10. CONCRETE TRANSPORTATION: , , 3 CONCRETE DELIVERED FROM A READY MD PLANT SHALL BE TRANSPORTED IN ACCORDANCE TO FOOT SECTION 345-13.CONCRETE THAT IS NOT PLACED IN THE FORM WHIN THE SPECIFED THE MS MILL OE REECTED M AND NOT INCLUDED IN TIE WORN.CONTRACTOR SHALL DEAR ALL COSTS FOR REJECTED CONCRETE.CONCRETE , 1 SHALL NOT BE PLACED IN THE FORMS UNTIL THE RONFORCNG STEEL PLACEMENT HAS BEEN APPROVED BY P THE ENGINEER VERTICAL a Station ID 87723214 C=AROMA um Ji RE NFORCEAENt. d 1 STEEL a.1W' ;MEW UNE cEEam€ I 610 } I.I. ALL REINFORCING STEEL SHAH CONFORM TO ASTM A615,GRADE 60.DEFORMED BARS FREE FROM WVDT 9[ LOOSE RUST AN SCSI E. p AL t 1.2. REINFORCING STEEL.SUPPORTS.AND RE WIRE SHALL BE HOT-DIPPEDGALVANIZED IN ACCORDANCE WITH GENERAL NOTES i ASTM A767. I 1.3. MLE%OR CHROW 4100 STEEL CAN BE USED AS AN ALTERNATE TO HOT-DIPPED OLVAIAZED STEEL AT B CONTRACTORS OPDON. MOOT 9 Of 0 '., 1.4. STEEL SHALL D PLACED AS SHOWN IN THE PUNS.ALL ACCESSOMES SHALL BE MASTIC ONLY TO .1W1. TR.W UNE ATs CM-1.1 TI.R��T 941. ]. 943. H I ____�__ �...-._..__�_-...__ —._._- ARTIFICIAL REEF " PROJECT Oss CITY OF IAAMI BEACH. MIMAI-DADE COUNTY.FLORIDA BLUE LAB - '- Y:r a -14 a . PRESERVATION SOCIETY L_ • o zao 40o ss DIRECTION OF VIEW f 1 XIAENAQHONEYLAB.ART . FOR SECTION CUT GRAPHIC SCALE 91 s CO' E51883 (1lXn)i-aa CUMMINS CEDERBERG ` .«. •7 mASTAC14Awl4[EN3134=.EIaNc Inca.sure sa. N 6240759 n mCORAL GABLES FL 3313 i. ., - E943113.8 N52439].9 TEL•I3017 a •I 3nsa3.1%. SPM 1. E 524197.9 3NNv.C�YA16GEnB386+G COS - � CUMMINS I CEDERBERG .- PROPOSED ARTIFICIAL REEF "'. DEPLOYMENT AREA Cn..vl&Marine P 3gNeering 83 i. N 323639.3 �Ee13325.9 81 - N 523554.0 E 943713. IMRJORY STONEMAN -,A.. s, DOUGLAS PARK 3F ATLANTIC OCEAN 1iL..:Si ‘1. .:4. .lf 4 I is .:, —N4301.0 10- .. E 871.3 - M8 N 522723.0 - E 943002A 4114.11"- . r.,' ARTIFICIAL 8 _ REEF DEPLOYMENT AREA a. POINT NO. X(NAD83) Y(NAD83) LONGITUDE(W) LATITUDE(N) LONGITUDE LATITUDE - DE(iEE DECIMAL MIL DEGREE DECEML WR DECIMAL DEGREES DEGREES 8 - 1 943166.349 524231.821 -80°07.67333' 25°46.39562' •80.1278888° 25.7732603° - 8 e 4 2 943453.723 524197.939 -80°07.62098' 25°46.38971' -80.1270163° 25.7731619. - 0 3 943326.448 523639.317 -80°07.64477. 25°46.29764' -80.1274128° 25.7716273° CC P00.c1I40 ] ♦ 943713.099 523553.988 -80°07.57441 25.46.28313' -80.1262412. 25.7713856° IMAM '.CPEOLED . 1 5 943671.275 523000.044 -80.07.58277 25.46.19174' -80.1263795. 25.7698623° - SCALE aswcw° - 6 943002.821. 522723.442 -80.07.70496' 25.46.14675' -80.1284160. 25.7691125° SHEET TITLE IE GigGOYERNNT 7 943113.607 524075.860 -80°07.68313' 25.46.36993' -80.1280522° 25.7728322°— - LOCATION MAP 381 SHEET 3 cv ° E .1.1 4-..4 90000 SHOW , lL 4°.,� CM-1.2 oN IMMO ARNO .EEEN ARNO H PRO TECT. .Ia .` THE REEFLINE / la'q aEEI -- -- ARTIFICIAL REEF - PROPOSED ARTIFICIAL LEGEND:- PROJECT /0 .. REEF DEPLOYMENT UNITS OF PERMITTED ADDRESS. _ LOCATION ARTIFICIAL REEF CITY OF MAMI BEACH. DEPLOYMENT AREA M COUNTY, IAMI-DADE COY,FLORIDA 1 EDGE OF HARDBOTTDM / ' C EBT BLUE LAB - I. / I SA SEDIMENT PROBE ID AND PRESERVATION ®li (2.50) THICKNESS - • p 00 SOCIETY b 1 I ' �' I GRAPHIC SCALE ADDRESS e �',9�\ BATHVMETRIC CONTOUR 177x3/)1' a0 %IMENA@HONEYIAB ART N� I 111XIT)1,ER • .. ', ■ PROPOSED ARTIFICIAL ENGMEER • REEF LIMITS CUMMINS CEDERBERG - 1 I - NO Tw1NBiAAL M cnaESO MIME NSA CORAL GABLES Flln.w J TEL•1 WE 761.6166 FAT.i TO}ETA/0:60 - AWN D.RAMISCEDERBERG caw PROPOSED ARTIFICIALY� CM E MUD DEPLOYMENT AREA Al CUMMINS I CEUERBERG •• -cito Own,.Maine Engineering ,---)10 .17 / I ryry j ATLANTIC OCEAN hQ j ------\ f/IP: • Her cm • 20120. '' .4110 . 4 #r • 02....0. .! .1, IW. • o,„ - SP ETAN E HOPE TANGLE E E A' OW TIRE SPARSE Y Laxi SINGLE RUNNER !R " �4IP s Her RIM -24 • EB CaM A.'NO.. S - Ian.14 - IMAM .. aEalEw nv.o ....S."...."'..Q• - .DALE f We MI) MEET TITLE AT mom - EXISTING ; 1 ( FCONDITIONS PLAN $ , , 11 ,I ,1 , ,/ , • , , , , , , , , , , , , , , , , , , , MEEK . .r , 9- M MEN EN NMI .NNW WEE CM-1.3 TAOECT. EMEND SOMA MMOO THE REEFLINE ARTIFICIAL REEF N 524192.E PROJECT E9431W.7 N6241EE3 _ � ADDRESS ---------________5,• 943405.7 CITY OF MAMI BEACH. \ Ee.+'TYP � MIAMI-DADE COUNTY,FLORIDA lN62l1EE.9 — 0 e tz CLEW r -I E943413.7 - BLUE LAB N 621192E GRAPHIC crA1 F E 62419E8 I (22x34)V'.6' PRESERVATION f_ J ` �, _ l++x tT)+-=11' SOCIETY N 6211M.3 ADDRESS 10...-,`' E 943396.7 , ^ - RIME NAOHONEYLAB ART - ENGINEER N 6241EE.3 1, F �UMTALIt IMAGE C.LNFRIBNERG E 943287.7 :. CO[ .---1 ®.. CORALGrEAcwnr.surE Ml .01 l TEL•+NE 7.I-e1E6 Flu.I ws97.,N9 NKFR CUMNNSCEDEREERG CUM OR E zoom I 1 CUMMINS 1 CEOERBERG l .l ) :,JU + rT1 MODULES CENTER COORDINATES ' / MODULE1 NO. NO52118RTH2ING FASTINGB43392 © I .. jll 1A 2 52118E 943401 �` 3 524183 943410 is O .., r a G -- - ip„,..;n / 4 521170 943392 '^t - 1©' m.o. LN.O 5 ST4175 943401 ' 10 ' /-"\ / - e 524171 943410 -, f x 7 524157 943382 I 1 s'Th .•O ` / 8 524164 943401 r / 9 524169 943410 I-@�I ,`•' L1 15 I I 1 10 524145 943392 1r r t-..� , - e'OEPLOYMENT 0EPL0YIENTAREA 11 524/52 943401 ® !. TOLERANCE I 12 524147 943410 1j 6' ,I ,. *`---)+ • 13 524134 943382 ' 4i _. _41 524140 943401._1 / . 16 524136 943410 �� 18 524121 943392 .. - -J' - 17 524128 943401 , a :�^. ' '�A tE 524123 943410 3 Y LO�. ® I N 52110/.3; 19 524109 943392 4 P,em--I� E943413.7 20 62411E 943401 CcP *CTO ms R - A i - LEGENC EIHYN s S N S211a.3 I- I +.0 RYP)-{ - 4 21 524110 943410 CIfO® __ • j" COMPACT VEHICLE IB TOTAL) SCALE E 9133E7.7 — -I MIDSIZE VEHICLE(5 TOTAL) i 22 524104 943401 As mow..1s r - _ . ARTIFICIAL REEF d N 524104.3 \ I I N 624104.9 ® SPORT UTILITY VEHICLE(R TOTAL) FIRST DEPLOYMENT I! E913395.7 \ \L , E943406.7LAYOUT PLAN N 624096.E BELEVATION ATHYMETRIC CONTOUR - E 947404.7 SHEET e OF E 8 E 94339E.7 -21 • CM-2.0 . M M1.lMEO 0E9 N1.m' 0 _ PROJECT THE REEFLINE ARTIFICIAL REEF PROJECT ADDRESS CITY OF MIAMI BEACH. ea -I MWAI-0ADE COUNTY.FLORIDA CLEW BLUE LAB /ou t\. o PRESERVATION R ATION ` - 0 .O ,41 a TY ADDREM tz x 1z EDGE Yl� • rialiencitvg Ni y :a a =.� 0 XIEENAOHONEYLAB ART 1111121WT OEIMTW. I iiiiDDONE.ME rew CUMMINS CEDERBERG 70' COVTK(MGM EHLIEESSIO - WI AL1.119PA OREM SO TE 901 FL VS 741-f....."'�-- - BEO .. ... .,.y...�- ._.....:n.. .....v .. .- CALM 13!STING SEA •. .�.'° a 3'f-'�. -.. TEI.•t zsLES 15S FLs313 F..1303974409 ISO SO wmvcuMNSCEDGSERG COY COS SEM ,rXtr BEAN TYP, CUMMINS I CEDERBERG Coastal&Mulne FnyilN•erlug COMPACT PROFILE VIEW COMPACT FRONT VIEW _ F. eras -1 iWr4li',a--4,1l11t01i11111tMNE-Eftk=,. 1 .9 R��t,r ... IT x 1z EDGE �M®EAIlNI\.v V- -�� BEAM.TYP - ,... , - EXISTING SEABED - - ,.E ,•-a. }' 11.0 8.0 ,2'x 1r BEAM.TYP, MIDSIZE PROFILE VIEW MIDSIZE FRONT VIEW e0 I filrinatt\ &FA AiWia"\Ms * --I I. -.; .. •Inkviligelij 1 _ INN glijk FR 4l., _� ,_r•t, 1 /zEAECM L:;• Aar101 rBW BEAM, EAM.7W. V 'CONCRETE I , ' b Q . I . I, •< ExISTING SEABED EXISTING SEABED i R 125 e.0 ...PECTIC,91149 tsXtr DMV. Jf BEAM.TYP. GEMS 104SS 1 SCALEAS"Gm 3 SPORT UTILITY VEHICLE PROFILE VIEW SPORT UTILITY VEHICLE FRONT VIEW 0 WIN 9x.D.,., ARTIFICIAL REEF t TYPICAL SECTION 1 VIEWS NOTES BIER a OF 9 8 1.VEIRCLES ARE SHOWN FOR REFERENCE ONLY.MODEL SHAPE.AND F REEF MOCI E VENDOR REEF ELLS.P.O.OWNERS5 DETAIL.SWAIN COORDINATED WTH BOX 1121 BOYNTON BEACH.FL CM-2.1 331251600-T71�595 wtoaCT B THE REEFLINE s ARTIFICIAL REEF PROJECT AGGRESS CITY OF MAMI BEACH. M WAI-DADE COUNTY.FLORIDA a EMT BLUE LAB Y PRESERVATION SOCIETY ACGIESS AIMENAOHCNEYLAB.ART Fir rEen CUMMINS CEDERBERG CouTAL AMWNE ElOWERIRG ml ALMM.CIRCLE.Sure ea, CORAL GABLES FL DIN TEL.•1.ae 1A1•e1ee F..i 3.274,ms / CW.rive DIEREIG WY / CUMMINS I CEDERBERG Co.aa1 a Maine EngIncesing ILO ir—/ 9 ..8111 COMPACT SLAB REINFORCEMENT PLAN 5 ROWS OF F4 INTO SCULPTURE p 3.0 —I- - M 0 12"AND IN LINE S WITH EXTERIOR BEAM B REINFORCEMENT Y E M STIRRUP O4 Imo—IF I IS—f a B MAINTAIN 3"GLEN - - -- - - • COVER��d . e F-7 a e rC y CC MACY ICY am dran < I. ER— _- — o We.TYP o `R R N/�0 BARS SMET MU I L lr (5)I5BARe I� COMPACT VEHICLE STRUCTURAL / Ina DETAILS CF B SECTION SECTION MEET T e i CM-2.2 THE REEFLINE iMeifN ARTIFICIAL REEF B PROJECT DRESS W't CITY OF MAMI BEACH MIA&I-DADE COUNTY.FLORIDA CLEAT BLUE LAB Y PRESERVATION SOCIETY AmlESS XIMENAaHONEYLAB ART ENAWSA CUMMINS CEDERBERG COMM S MAwM FNOEEFnuo 901 ALIMIBRA CIRCLE.SUITE 601 CORAL GABLES F1901M TEL.19066,6,66 FAX.1 3691,19e9 WAY uPANS.0e9E13110 COY CUMMINS I CEDERBERG Coastal E Maine Engin:elg V 11.0 w /a i7J 1 07 +E1�✓ _ -__ 11 G -. _---.1 MIDSIZE SLAB REINFORCEMENT PLAN 1 ROWS OFM INTO SCULPTURE T 2 # LI Ma12'AND IN 3 0 I I B WTHEXTERICR BEAM 2.a a1I REINFORCEMENT 4 ! i p IN STIRRUP®t'�I-17 I 17-- aani[cr Er aI. R I MAINTAIN S.CLEAR jl COVER mak e e �0 - - e CHECKEDa OMwCHECKED acne steer TE a �o SR RL MIDSIZE VEHICLE STRUCTURAL tlaeaARs- I 17� b®io /TTdr--I DETAILS 3 I IR#SPARS SECTION SECTION .w E or E i ® CM-2.3 THE REEFLINE .B@,,. ARTIFICIAL REEF PROJECT Q ADDRESS CITY OF MUWIBEACH, MIMII-0ADE CWNTY,FLORIDA CLEW BLUE LAB _ f PRESERVATION SOCIETY 000115ESS XIMENANAOHONETLAB.ART ENSAEER CUMMINS CEDERBERG COAST.p WPoNE ENOIIEENNG NMBfM CIRCLE SINE 601 CORK GABLES fl SS1N -61BE FA%01]OSp]L1ppp iWNW CUMENINSCEDIESBERO EOM i IA M01r-----------.' 9 ... . . . . _ _.. _.. _.. _ __ _.. 12E0 - ---1 SPORT UTILITY SLAB REINFORCEMENT PLAN O ROWS OF01 INTO SCULPTURE m Y 8 i 10 j .-, M 6 17 AND IN UNE 8 WITH EXTERIOR BEAM B. 2 REINFORCEMENT I 4 IA STIRRUP®6'- I W MAINTAIN 7'CLEAR —1f,E.- _ CC 01026LICT NO M1pf COVER..`{-7 �5 J . V--0 . . .. .. I mMwl ]e. tHECIMO raw < •o scuE ..bp. g a f 1 SHEET TITLE I' rCIA.... 915017 171—s Tn .__. SPORT UTILITY l nEseNEe MOOIAN �_1r� VEHICLE STRUCTURAL DETAILS IF I 12B 1 SECTION O 8 SECTION SHEET p a< F CM-2.4 EXHIBIT A, ATTACHMENT 2- ULTRA-HIGH PERFORMANCE (UHP) CONCRETE SPECIFICATIONS PCAN Member Sign-In Search Search Home > Concrete Technology > Concrete Design & Production > Ultra-High Performance Concrete Ultra-High Performance Concrete Ultra-High Performance Concrete (UHPC) is a cementitious, concrete material that has a minimum specified compressive strength of 17,000 pounds per square inch (120 MPa) with specified durability, tensile ductility and toughness requirements; fibers are generally included in the mixture to achieve specified requirements. Ultra-High Performance Concrete (UHPC), is also known as reactive powder concrete (RPC). The material is typically formulated by combining portland cement, supplementary cementitious materials, reactive powders, limestone and or quartz flour, fine sand, high-range water reducers, and water. The material can be formulated to provide compressive strengths in excess of 29,000 pounds per square inch (psi) (200 MPa). The use of fine materials for the matrix also provides a dense, smooth surface valued for its aesthetics and ability to closely transfer form details to the hardened surface. When combined with metal, synthetic or organic fibers it can achieve flexural strengths up to 7,000 psi (48 MPa) or greater. Fiber types often used in UHPC include high carbon steel, PVA, Glass, Carbon or a combination of these types or others. The ductile behavior of this material is a first for concrete, with the capacity to deform and support flexural and tensile loads, even after initial cracking. The high compressive and tensile properties of UHPC also facilitate a high bond strength allowing shorter length of rebar embedment in applications such as closure pours between precast elements. UHPC construction is simplified by eliminating the need for reinforcing steel in some applications and the materials high flow characteristics that make it self-compacting. The UHPC matrix is very dense and has a minimal disconnected pore structure resulting in low permeability (Chloride ion diffusion less than 0.02 x 10-12 m2/s. The material's low permeability prevents the ingress of harmful materials such as chlorides which yields superior durability characteristics. Some manufacturers have created just-add-water UHPC pre-mixed products that are making UHPC products more accessible. The American Society for Testing and Materials has established ASTM C1856/1856M Standard Practice for Fabricating and Testing Specimens of Ultra High Performance Concrete that relies on current ASTM test methods with modifications to make it suitable for UHPC. The following is an example of the range of material characteristics for UHPC: Strength Compressive: 17,000 to 22,000 psi, (120 to 150 MPa) Flexural: 2200 to 3600 psi, (15 to 25 MPa) Modulus of Elasticity: 6500 to 7300 ksi, (45 to 50 GPa) Durability Freeze/thaw (after 300 cycles): 100% Salt-scaling (loss of residue): < 0.013 Ib/ft3, (< 60 g/m2) Abrasion (relative volume loss index): 1 .7 Oxygen permeability: < 10-19 ft2, (<10-20 m2) Figure 1. Shawnessy Light Rail Transit Station, Calgary, Canada First Use of Ultra-High Performance Concrete for an Innovative Train i ..,.._;:._ t.. `f Station Canopy , 0. ..... ..* . - '" s , : _ I..: By V. H. Perry and D. Zakariasen, Lafarge Canada Inc. 0 The Shawnessy Light Rail Transit (LRT) Station, constructed _ during fall 2003 and winter 2004, forms part of a southern expansion to Calgary's LRT system and is the world's first LRT system to be constructed with ultra-high performance concrete (UHPC). The innovative project, designed by Enzo Vicenzino of CPV Group Architects Ltd., is owned by the City of Calgary, managed by the Transportation Project Office (TPO), and constructed by general contractor, Walter Construction. The Design The station's 24 thin-shelled canopies, 16.7 feet by 19.7 feet, and just 0.79 inch thick, supported on single columns, protect commuters from the elements. Ultra-high performance concrete has a unique combination of superior technical characteristics including ductility, strength, and durability, while providing highly moldable products with a high quality surface aspect. The contract document specified a minimum requirement of 19,000 psi. In addition to the canopies, the components include struts, columns, beams, and gutters. The volume of material used totaled 105 cubic yards. Manufacturing and Installation The precast canopy components were individually cast and consist of half-shells, columns, tie beams, struts, and troughs. Table 1 summarizes test data from production of the twenty-four canopies. Figure 2. Half-canopy in steel form __ a, The columns and half-shells were injection cast in closed steel forms (Figure 2). Troughs were cast through displacement molding, while struts and tie beams were W produced using conventional gravity two-stage castings. X 7 �' The columns were installed on the concrete platform first. Then, the right and left half-shells, along with the tie beams, were pre-assembled in the plant and ------ __ transported to the site where they were lifted (by crane) over the railway tracks, for --_ placement on the columns (Figure 3). Upon arrival at the site, the canopies were set A on temporary scaffolding, and struts were attached to the shells and previously installed columns with welded connections. s _ Figure 3. Canopies ready for transportation Conclusion The material's unique combination of superior properties and design flexibility facilitated the architect's ability to create the attractive, off-white, curved canopies. Overall, this material offers solutions with advantages such as speed of construction, improved aesthetics, superior durability, and impermeability against corrosion, abrasion and impact—which translates to reduced maintenance and a longer life span for the structure. Iowa Boasts First Ultra-High Performance Concrete Highway Bridge in United States Iowa's Wapello County boasts the first ultra-high performance concrete(UHPC) highway bridge in the United States, completed in May 2006. Although a simple, single-span bridge with a three-beam lit..-"' r---. T.' '1411111"111111416"Iiiih cross section, the Mars Hill Bridge is a significant step toward "The a, . „ .�, •�,r Bridge of the Future" — utilizing 110-feet UHPC girders that do not _ 44.: ,MMM,` ,.may, e.:: _ have any rebar for shear stirrups. The project was one of 96 r 'w r`'.. . presented at the 2006 Concrete Bridge Conference held in May in Kr w- Reno, Nevada. References Lafarge North America Inc. Ductal Website Perry, V.H."Q&A: What Is Reactive Powder Concrete?", HPC Bridge Views, No. 16, July/August 2001. About Associate Members Awards Bookstore Careers Design Aids Education Foundation Sustainability History Leadership Meetings Members Paving Privacy Policy Reference Library. Staff in f O Ar flat,<Ss C.mnni Manof4c,,rnra 200 Massachusetts Ave NW, Suite 200 Washington, DC 20001 202.408.9494 ©2024 Portland Cement Association.All rights reserved.www.cement.org EXHIBIT A, ATTACHMENT 3 - SHOP DRAWINGS BY REEF CELLS February 16, 2024 EXHIBIT 2 - SHOP DRAWING (Pg. 1 of 5) REEF CELLS ENGINEERED MARINE HABITAT • REEFLINE ARTIFICIAL REEF PROJECT EMAIL-info a reefcells.com BlueLab Preservation Society WEB-reefcells.org PHONE-800 771 4595 Artificial Reef Module - Compact Vehicle Shape on Ballast Base Material Composition: Vehicle shell, base slab, base beams, and interior support walls to be fabricated with pH neutral concrete w/ fiber and steel reinforcement - 8.0' 12"X12"EDGE BEAM.TYP. CONCRETE• 'r: • 8"SLAB 20" • • EXISTING SEABED — 10.0' — LIFT RING. TYP.OF 4 12"X 18" BEAM,TYP. COMPACT PROFILE VIEW General Notes Vehicle illustration is for reference only.Actual 5.0' vehicle shapes and details may vary. All dimensions are estimations and may vary .• from actual fabricated reef module. --1.5' 1s .D. •-®"' • ' 4.0' Compact Vehicle Estimated LIFT RING, o q Weight Calculations*: TYP.OF 4 Sculpted Reef Module ±18,188 Lbs ikrAlligITU. . , • I Interior Chamber Seawater ±6,450 Lbs • } Total Module Weight ±24,638 Lbs CQhkCRETE + 'Weight estimates are subject to variations in EXISTING SEABED fabrication processes and may vary. 8.0' - Weight estimates do not account for buoyancy caused by displaced seawater. COMPACT FRONT VIEW Shop Drawing Terms&Conditions: •AII numerical values contained herein are approximate. -Shop Drawing is intended to illustrate approximate production details of full scale reef modules. •Ultimate installation method is the responsibility of marine contractor or other person(s)charged with design and engineering responsibilities for this project. •By signing below,customer acknowledges that no claim of copyright exists for any specifications,designs,artwork or drawings provided to Reef Cells for the purposes of creating this work.All rights reserved. •Reef Cells reserves the right to make minor adjustments in design and dimension in order to accommodate unforeseen technical issues encountered during fabrication which may require such adjustments. •See Order Acknowledgment,Exhibit 1 and Exhibit 3 for additional terms and conditions. Signed Date February 16, 2024 EXHIBIT 2 - SHOP DRAWING (Pg. 2 of 5) REEF CELLS E N 6 1 N E E R E D MARINE HABITAT • REEFLINE ARTIFICIAL REEF PROJECT EMAIL-Info(¢reefcells.com BlueLab Preservation Society WEB-reefcells.org PHONE-800 771 4595 Artificial Reef Module - Midsize Vehicle Shape on Ballast Base Material Composition: Vehicle shell, base slab, base beams, and interior support walls to be fabricated with pH neutral concrete w/ fiber and steel reinforcement 9.0' 114, iriu, ft -- BEAM,TYP. 111 • r` CONCRETE • �'r 8"SLAB 20" EXISTING SEABED • 11.0'- — .} \LIFT RING. TYP.OF 4 1 8BEAM MIDSIZE PROFILE VIEW / 1 5.5' General Notes Vehicle illustration is for reference only.Actual vehicle shape and details may vary. All dimensions are estimations and may vary 4 9 1.2' ��il �Ill�lll! ;�illllUllP;M0 12 from actual fabricated reef module. LIFT RING, (C _s _____rl Midsize Vehicle Estimated TYP.OF 4 - Weight Calculations*: t Sculpted Reef Module ±19,960 Lbs Interior Chamber Seawater +6,950Lbs — :ice ; •CpNCRETE • Total Submerged Module Weight ±26,910 Lbs • EXISTING SEABED 'Weight estimates are subject to variations in fabrication processes and may vary. 8.0' MIDSIZE FRONT VIEW Weight estimates do not account for buoyancy caused by displaced seawater. Shop Drawing Terms&Conditions: •AII numerical values contained herein are approximate. •Shop Drawing is intended to illustrate approximate production details of full scale reef modules. •Ultimate installation method is the responsibility of marine contractor or other person(s)charged with design and engineering responsibilities for this project. •By signing below.customer acknowledges that no claim of copyright exists for any specifications.designs,artwork or drawings provided to Reef Cells for the purposes of creating this work.All rights reserved. -Reef Cells reserves the right to make minor adjustments in design and dimension in order to accommodate unforeseen technical issues encountered during fabrication which may require such adjustments. •See Order Acknowledgment,Exhibit 1 and Exhibit 3 for additional terms and conditions. Signed Date February 16. 2024 EXHIBIT 2 - SHOP DRAWING (Pg. 3 of 5) REEF CELLS E N D I N E E R E D MARINE HABITAT • REEFLINE ARTIFICIAL REEF PROJECT EMAIL-info a reefcells.com BlueLab Preservation Society WEB-reefcells.org PHONE-800 771 4595 Artificial Reef Module - Sport Utility Vehicle Shape on Ballast Base Material Composition: Vehicle shell, base slab, base beams, and interior support walls to be fabricated with pH neutral concrete w/ fiber and steel reinforcement 10.0' • 12"X 12"EDGE .CONCRETE • ,'• = 8"SLAB } 20" • • /i. 'EXISTING SEABED 12.0' LIFT RING, 12"X 18" TYP.OF 4 BEAM SPORT UTILITY VEHICLE PROFILE VIEW 6.0' - General Notes Vehicle illustration is for reference only. Actual vehicle shape and details may vary. All dimensions are estimations and may vary , • ' 5.4' from actual fabricated reef module. 1• 1.0 1.0' Sport Utility Vehicle Estimated LIFT RING. Weight Calculations*: TYP.OF 4 �• I Sculpted Reef Module ±22,210 Lbs Interior Chamber Seawater ±7,320 Lbs •- CONCRETE -= Total Submerged Module Weight....±29,530 Lbs 'Weight estimates are subject to variations in EXISTING SEABED fabrication processes and may vary. 8.0' Weight estimates do not account for buoyancy SPORT UTILITY VEHICLE FRONT VIEW caused by displaced seawater. Shop Drawing Terms&Conditions: \ J •AII numerical values contained herein are approximate. •Shop Drawing is intended to illustrate approximate production details of full scale reef modules. •Ultimate installation method is the responsibility of marine contractor or other person(s)charged with design and engineering responsibilities for this project. •By signing below.customer acknowledges that no claim of copyright exists for any specifications,designs,artwork or drawings provided to Reef Cells for the purposes of creating this work.All rights reserved. •Reef Cells reserves the right to make minor adjustments in design and dimension in order to accommodate unforeseen technical issues encountered during fabrication which may require such adjustments. •See Order Acknowledgment.Exhibit 1 and Exhibit 3 for additional terms and conditions. Signed Date February 16, 2024 REEF CELLS EXHIBIT 2 - SHOP DRAWING (Pg. 4 of 5) ENGINEERED MARINE HABITAT • REEFLINE ARTIFICIAL REEF PROJECT EMAIL-info a reefcells.com BlueLab Preservation Society WEB-reefcells.org PHONE-800 771 4595 Artificial Reef Module - Vehicle Shape - Typical Section for All Modules Material Composition: Vehicle shell, base slab, base beams, and interior support walls to be fabricated with pH neutral concrete w/ fiber and steel reinforcement Vent to release air as interior chambers fill with seawater.Air vent hole size to be a -I-4"TYP. minimum 4" Dia. — 6"x 18"Gap between top of Su port Wall and underside of Vehicle Shell Typical Interior — Support 12"X 12"EDGE Wall as ( BEAM,TYP. Needed ( I i [U OIL H0 0g 8"SLAB 1 20" f EXISTING SEABED Typ.vent to allow seawater ±11.0' — to enter interior chambers 12"X 18" -, during deployment.All water vent BEAM TYP. SECTION SIDE VIEW hole sizes to be a maximum 3"Dia. see Pg.5 for Layout 4"Air Vent Additional General Notes \ All water vents located on the lower portion of \ each module to have a maximum dia.of 3" 6"H x 18"W Gap Air vent located on the top surface of each between top of' module to have a minimum dia.of 4" Support Walls and underside See Pg.5 for Vent Layout of Vehicle Shell 3"Seawater Vents, Interior contours of vehicle shell to be designed see Pg.5 for Layout to evacuate all internal air during deployment —( N— f— Steel and Fiber Reinforcement not Shown. CONCRETE 8"SLAB J i 20" f L._ 8.0• -I EXISTING SEABED TYP. CROSS SECTION VIEW Typ.vent to allow seawater to enter interior chambers during deployment.All water vent Shop Drawing Terms&Conditions: hole sizes to be a maximum 3"Dia. see Pg.5 for Layout -All numerical values contained herein are approximate. -Shop Drawing is intended to illustrate approximate production details of full scale reef modules. •Ultimate installation method is the responsibility of marine contractor or other person(s)charged with design and engineering responsibilities for this project. -By signing below,customer acknowledges that no claim of copyright exists for any specifications,designs,artwork or drawings provided to Reef Cells for the purposes of creating this work.All rights reserved. •Reef Cells reserves the right to make minor adjustments in design and dimension in order to accommodate unforeseen technical issues encountered during fabrication which may require such adjustments. •See Order Acknowledgment,Exhibit 1 and Exhibit 3 for additional terms and conditions. Signed Date February 16, 2024 EXHIBIT 2 - SHOP DRAWING (Pg. 5 of 5) REEF CELLS ENGINEERED MARINE HABITAT • REEFLINE ARTIFICIAL REEF PROJECT EMAIL-Info*reefcells.com BlueLab Preservation Society WEB-reeicells.org PHONE-800 771 4595 Artificial Reef Module - Plan View - Illustrating location of seawater vents relative to vehicle shell, support walls, and base beams. Material Composition: Vehicle shell, base slab, base beams, and interior support walls to be fabricated with pH neutral concrete w/ fiber and steel reinforcement Typical Interior 12"x 12"Edge seam 12"x 18"Beam Support Wall Base Slab 12"x 12"Edge Beam \\\\ \\\ � \ � Vehicle Shell 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 J Typ.cluster of 3"dia.seawater J vents.15 vents per cluster. Each cluster to be located at the bottom of each interior chamber. Each vent to be comprised of a 3" dia.through hole in 8"thick base slab. PLAN VIEW Illustrating location of seawater vents relative to vehicle shell, support walls, and base beams. Shop Drawing Terms&Conditions: •All numerical values contained herein are approximate. •Shop Drawing is intended to illustrate approximate production details of full scale reef modules. •Ultimate installation method is the responsibility of marine contractor or other person(s)charged with design and engineering responsibilities for this project. •By signing below,customer acknowledges that no claim of copyright exists for any specifications,designs,artwork or drawings provided to Reef Cells for the purposes of creating this work.All rights reserved. •Reef Cells reserves the right to make minor adjustments in design and dimension in order to accommodate unforeseen technical issues encountered during fabrication which may require such adjustments. •See Order Acknowledgment.Exhibit 1 and Exhibit 3 for additional terms and conditions. Signed Date EXHIBIT A, ATTACHMENT 4 - STABILITY ANALYSIS CUMMINS j CEDERBERG Coastal & Marine Engineering Memorandum To: Ms. Ximena Caminos, Chair Blue Lab Preservation Society From: Jordon Cheifet, PE, CFM CC: Gina Chiello Date: February 22, 2024 Project Name: The Reefline Project Number: 82100 Re: Design Summary—Stability Analysis A stability analysis was performed to evaluate the minimum design criteria for the stability of the artificial reef modules(i.e., concrete cars)during the 20-year design storm condition.The modules were evaluated using the methodology developed by Dr. Lee Harris of Florida Institute of Technology for the design of Reef Balls, which is an accepted industry standard for artificial reef design.The analysis considers the following primary factors to evaluate the stability of the artificial reef modules: • Drag Coefficient • Water depth during the design storm (20-year storm per DERM) • Wave height during the design storm (Depth limited wave) • Storm surge during the design storm (Adopted from Inclusion of Tropical Storms for the Combined Total Storm Tide Frequency Restudy for Dade County, Florida, FDEP, 2016) • Typical unit weight of concrete (150 pcf) • Artificial Reef Shop Drawings. Reef Cells, dated February 16, 2024 The stability analysis assumed the cars are placed along the -23 feet (NAVD88) contour during normal conditions with the long (i.e., broad) side of the car parallel to shore to be conservative. The modules were assumed to be placed on an 8-ft wide concrete platform with support beams to facilitate installation over a sandy bottom and promote settlement into the sandy substrate. While the modules are assumed to settle during their service lift further increasing their stability, the analysis considers the modules to be fully exposed right after deployment to be conservative. A factor of safety for the modules from both rolling and sliding was calculated to evaluate overall stability. A factor of safety of 1.5 was adopted as the minimum acceptable value for the analysis. The drag coefficient is generally the controlling factor when evaluating the overall stability of the modules. Published data for drag coefficient of cars are widely available; however,these data are CUMMINS CEDERBERG,INC. I Miami I Fort Lauderdale I Jupiter I Sarasota I St. Petersburg I Tallahassee The Reefline 82100 February 22, 2024 Page 2 of 5 for flows running from the front of a car to the back (consistent with the direction of travel), not side to side. Alternative methods for developing a more accurate drag coefficient for this application were evaluated including similar geometries of generic shapes, numerical modeling, and physical modeling. Numerical modeling and physical modeling results were adopted as being project specific and the most realistic. Numerical modeling-derived drag coefficients were developed by Cummins Cederberg using OpenFoam—a CFD model. Physical modeling-derived drag coefficients were developed through joint work with the University of Miami's SUSTAIN wave tank. Module dimensions were adopted from the Project's shop drawings developed by Reef Cells, dated February 16, 2024 (See Attachment A). Calculations are included in Attachment B. The following summarizes the results of the stability analysis. Artificial Reef Car Minimum Dimensions Length—8-10 ft Height—4-5.4 ft Width—5-6 ft Artificial Reef Foundation Platform Minimum Dimensions Length—2 ft greater than module length (10-12 ft) Height_8" slab supported by 12" beams (20"overall) Width—8 ft(1 Lane) Artificial Reef Module Total Weight Minimum for stability— 10,000 pounds(5 Tons) Maximum for deployment—50,000 pounds(25 Tons)' The following results and conclusions are presented for the stability analysis: 1. The proposed design of the modules provides sufficient weight to satisfy the minimum factor of safety for the project during the design conditions. 2. Assuming the 3 rows of cars do not push together(i.e.,conservative),the Factor of Safety for each car for sliding and rolling is summarized in Table 1. I Based on typical flatbed truck, bridge, barge,and crane capacities. Higher weights may be feasible with additional coordination with haulers,casting location(i.e.,upland yard vs.port), and contractor capabilities. CUMMINS CEDERBERG.INC. I Miami I Fort Lauderdale I Jupiter I Sarasota I St. Petersburg I Tallahassee The Reefline 82100 February 22, 2024 Page 3 of 5 Table 1: Summary of Stability Analysis Factor of Safety Drag Coefficient Factor of Safety Factor of Safety Factor of Safety (Small) (Medium) (Large) — cy, Rolling 9.7 8.4 8.1 U O >, - _C O a 2 Sliding 2.8 2.7 2.7 T6 cm Rolling 8.8 7.1 6.5 U C N U E - O 2 Sliding 2.5 2.3 2.2 Design Notes: 1. Stability analysis is based on buoyant weight of the modules and total volume of water displaced. Void space inside the module is not considered as the space will fill with water upon deployment and does not contribute to the buoyant weight. Prepared by: Jordon Cheifet, PE, CFM Director Florida Professional Engineering No. 72876 Florida Certificate of Authorization No. 29062 CUMMINS CEDERBERG,INC. I Miami I Fort Lauderdale I Jupiter I Sarasota I St. Petersburg I Tallahassee The Reefline 82100 February 22, 2024 Page 4 of 5 Attachment A CUMMINS CEDERBERG.INC. I Miami I Fort Lauderdale I Jupiter I Sarasota I St. Petersburg I Tallahassee February 16, 2024 REEF CELLS EXHIBIT 2 - SHOP DRAWING (Pg. 1 of 5) ENGINEERED MARINE HABITAT • REEFLINE ARTIFICIAL REEF PROJECT EMAIL-info a reefcells.com BlueLab Preservation Society WEB-reefcells.org PHONE-800 771 4595 Artificial Reef Module - Compact Vehicle Shape on Ballast Base Material Composition: Vehicle shell, base slab, base beams, and interior support walls to be fabricated with pH neutral concrete w/ fiber and steel reinforcement 8.0' _. •_' :• • • 12"X 12"EDGE BEAM,TYP. .0 • •••-:•': ••• • CONCRETE t.: 8"SLAB •'EXISTING SEABED 10.0' - LIFT RING. 12"X16 TYP.OF4 BEAM.TYP. COMPACT PROFILE VIEW General Notes Vehicle illustration is for reference only.Actual 5.0' — vehicle shapes and details may vary. All dimensions are estimations and may vary from actual fabricated reef module. • .. • • • Compact Vehicle Estimated LIFT RING, O Q Weight Calculations": TYP.OF 4 — Sculpted Reef Module ±18,188 Lbs j Interior Chamber Seawater ±6,450 Lbs Total Module Weight ±24,638 Lbs *Weight estimates are subject to variations in • EXISTING SEABED fabrication processes and may vary. - 8.0' — Weight estimates do not account for buoyancy caused by displaced seawater. COMPACT FRONT VIEW J Shop Drawing Terms&Conditions: •All numerical values contained herein are approximate. •Shop Drawing is intended to illustrate approximate production details of full scale reef modules. •Ultimate installation method is the responsibility of marine contractor or other person(s)charged with design and engineering responsibilities for this project. -By signing below,customer acknowledges that no claim of copyright exists for any specifications,designs,artwork or drawings provided to Reef Cells for the purposes of creating this work.All rights reserved. 'Reef Cells reserves the right to make minor adjustments in design and dimension in order to accommodate unforeseen technical issues encountered during fabrication which may require such adjustments. •See Order Acknowledgment,Exhibit 1 and Exhibit 3 for additional terms and conditions. Signed Date February 16, 2024 EXHIBIT 2 - SHOP DRAWING (Pg. 2 of 5) REEF CELLS E N G I N E E R E D MARINE HABITAT • REEFLINE ARTIFICIAL REEF PROJECT EMAIL-info a reefcells.com BlueLab Preservation Society WEB-reefcells.org PHONE-800 771 4595 Artificial Reef Module - Midsize Vehicle Shape on Ballast Base Material Composition: Vehicle shell, base slab, base beams, and interior support walls to be fabricated with pH neutral concrete w/ fiber and steel reinforcement 9.0' . 11 dp .177. 11.1,1,1!„711 �' 12"X12"EDGE 111112 BEAM,TYP • 111Cal.AMIN V: 'a 1 / CONCRETE + 8"SLAB — • � 20" 1 EXISTING SEABED 11.0' LIFT RING. 12"X 18" TYP.OF 4 BEAM MIDSIZE PROFILE VIEW 5.5' General Notes Vehicle illustration is for reference only.Actual ) vehicle shape and details may vary. All dimensions are estimations and may vary �`�►,.�1 ,. — I`f 1 2 4.9' from actual fabricated reef module. - 1.2 '.�l{II61111111 'llliilllrti LIFT RING. (,!?!�— � Midsize Vehicle Estimated TYP.OF 4 —��`—•�! Weight Calculations*: - ' Sculpted Reef Module ±19,960 Lbs ' V —• Interior Chamber Seawater ±6,950 Lbs • .. CONCRETE Total Submerged Module Weight ±26,910 Lbs EXISTING SEABED *Weight estimates are subject to variations in fabrication processes and may vary. 8.0' MIDSIZE FRONT VIEW Weight estimates do not account for buoyancy caused by displaced seawater. Shop Drawing Terms&Conditions: •All numerical values contained herein are approximate. •Shop Drawing is intended to illustrate approximate production details of full scale reef modules. •Ultimate installation method is the responsibility of marine contractor or other personls)charged with design and engineering responsibilities for this project. •By signing below,customer acknowledges that no claim of copyright exists for any specifications,designs,artwork or drawings provided to Reef Cells for the purposes of creating this work.All rights reserved. •Reef Cells reserves the right to make minor adjustments in design and dimension in order to accommodate unforeseen technical issues encountered during fabrication which may require such adjustments. •See Order Acknowledgment.Exhibit 1 and Exhibit 3 for additional terms and conditions. Signed Date February 16, 2024 REEF CELLS EXHIBIT 2 - SHOP DRAWING (Pg. 3 of 5) ENGINEERED MARINE HABITAT • REEFLINE ARTIFICIAL REEF PROJECT EMAIL-info a reefcells.com BlueLab Preservation Society WEB-reefcells.org PHONE-800 771 4595 Artificial Reef Module - Sport Utility Vehicle Shape on Ballast Base Material Composition: Vehicle shell, base slab, base beams, and interior support walls to be fabricated with pH neutral concrete w/ fiber and steel reinforcement 10.0' - i 12"X12"EDGE �llt �1!i�' BEAM,TYP. Ti ,ti• ,., -.CONCRETE '' I "SLAB LYI� .�'.� 20 EXISTING SEABED - 12.0' - LIFT RING, 12"X 18„ TYP.OF 4 BEAM SPORT UTILITY VEHICLE PROFILE VIEW I- 6.0' I • I General Notes Vehicle illustration is for reference only.Actual vehicle shape and details may vary. �� 1� All dimensions are estimations and may vary 1' `l... 25.4' from actual fabricated reef module. S 10 f Sport Utility Vehicle Estimated LIFT RING, t�� Weight Calculations*: TYP.OF 4 Sculpted Reef Module ±22,210 Lbs Interior Chamber Seawater ±7,320 Lbs ‘ • CONCRETE Total Submerged Module Weight....±29,530 Lbs • ' • ' *Weight estimates are subject to variations in EXISTING SEABED fabrication processes and may vary. - 8.0' Weight estimates do not account for buoyancy SPORT UTILITY VEHICLE FRONT VIEW caused by displaced seawater. Shop Drawing Terms&Conditions: / •All numerical values contained herein are approximate. •Shop Drawing is intended to illustrate approximate production details of full scale reef modules. •Ultimate installation method is the responsibility of marine contractor or other person(s)charged with design and engineering responsibilities for this project. •By signing below.customer acknowledges that no claim of copyright exists for any specifications,designs.artwork or drawings provided to Reef Cells for the purposes of creating this work.All rights reserved. •Reef Cells reserves the right to make minor adjustments in design and dimension in order to accommodate unforeseen technical issues encountered during fabrication which may require such adjustments. •See Order Acknowledgment,Exhibit 1 and Exhibit 3 for additional terms and conditions. Signed Date February 16, 2024 EXHIBIT 2 - SHOP DRAWING (Pg. 4 of 5) REEF CELLS E N G I N E E R E D MARINE HABITAT • REEFLINE ARTIFICIAL REEF PROJECT EMAIL-info a reefcells.com BlueLab Preservation Society WEB-reefcells.org PHONE-800 771 4595 Artificial Reef Module - Vehicle Shape - Typical Section for All Modules Material Composition: Vehicle shell, base slab, base beams, and interior support walls to be fabricated with pH neutral concrete w/ fiber and steel reinforcement Vent to release air as interior chambers fill with seawater.Air vent hole size to be a ±4"TYP. minimum 4" Dia. 6"x18"Gap between top ofSupport Wall and underside of Vehicle Shell Typical ----- Interior _ Support 12"X 12"EDGE Wall as BEAM,TYP. Needed 4.1 o- oo ooF UK / 8"LAB �� 20 EXISTING SEABED Typ.vent to allow seawater ±11.0' — to enter interior chambers 12"X 18" during deployment.All water vent BEAM TYP. SECTION SIDE VIEW hole sizes to be a maximum 3"Dia. see Pg.5 for Layout 4"Air Vent Additional General Notes All water vents located on the lower portion of ` each module to have a maximum dia.of 3" H x 18"W Ga Air vent located on the top surface of each between top ofp module to have a minimum dia.of 4" Support Walls and underside See Pg.5 for Vent Layout of Vehicle Shell 3"Seawater Vents, Interior contours of vehicle shell to be designed see Pg.5 for Layout to evacuate all internal air during deployment Steel and Fiber Reinforcement not Shown. I I CONCRETE 8"SLAB I 20" ` J I- 80'—.___ EXISTING SEABED TYP. CROSS SECTION VIEW Typ.vent to allow seawater to enter interior chambers during deployment.All water vent Shop Drawing Terms&Conditions: hole sizes to be a maximum 3"Pia. see Pg.5 for Layout •All numerical values contained herein are approximate. •Shop Drawing is intended to illustrate approximate production details of full scale reef modules. •Ultimate installation method is the responsibility of marine contractor or other person(s)charged with design and engineering responsibilities for this project. •By signing below,customer acknowledges that no claim of copyright exists for any specifications,designs,artwork or drawings provided to Reef Cells for the purposes of creating this work.All rights reserved. 'Reef Cells reserves the right to make minor adjustments in design and dimension in order to accommodate unforeseen technical issues encountered during fabrication which may require such adjustments. •See Order Acknowledgment.Exhibit 1 and Exhibit 3 for additional terms and conditions. Signed Date February 16, 2024 EXHIBIT 2 - SHOP DRAWING (Pg. 5 of 5) REEF CELLS ENGINEERED MARINE HABITAT • REEFLINE ARTIFICIAL REEF PROJECT EMAIL-info a reefcells.com BlueLab Preservation Society WEB-reefcells.org PHONE-800 771 4595 Artificial Reef Module - Plan View - Illustrating location of seawater vents relative to vehicle shell, support walls, and base beams. Material Composition: Vehicle shell, base slab, base beams, and interior support walls to be fabricated with pH neutral concrete w/ fiber and steel reinforcement Typical Interior 12"x 12"Edge seam 12"x 18"Beam support Wall Base Slab 12"x 12"Edge Beam .\\ \\\\ Vehicle Shell 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 \ J Typ.cluster of 3"dia.seawater \ J vents.15 vents per cluster. Each cluster to be located at the bottom of each interior chamber. Each vent to be comprised of a 3" dia.through hole in 8"thick base slab. PLAN VIEW Illustrating location of seawater vents relative to vehicle shell, support walls. and base beams. Shop Drawing Terms&Conditions: •All numerical values contained herein are approximate. •Shop Drawing is intended to illustrate approximate production details of full scale reef modules. •Ultimate installation method is the responsibility of marine contractor or other person(s)charged with design and engineering responsibilities for this project. •By signing below.customer acknowledges that no claim of copyright exists for any specifications,designs,artwork or drawings provided to Reef Cells for the purposes of creating this work.All rights reserved. •Reef Cells reserves the right to make minor adjustments in design and dimension in order to accommodate unforeseen technical issues encountered during fabrication which may require such adjustments. •See Order Acknowledgment.Exhibit 1 and Exhibit 3 for additional terms and conditions. Signed Date The Reefline 82100 February 22, 2024 Page 5 of 5 Attachment B CUMMINS CEDERBERG.INC. I Miami I Fort Lauderdale I Jupiter I Sarasota I St. Petersburg I Tallahassee MIAMI BEACH Blue=Don't change ARTIFICIAL REEF STABILITY ANALYSIS Red=Change Depth Limited Waves Calculated=Don't Change Water Parameters: Rolling/Sliding Safety Factor(FSrolling)=Ff/FT 2.8 Tumbling Safety Factor(FStumbling)=MN/MT 9.7 Density of Seawater(p) 1.99 slugs/ft3 Weight Density of Seawater(y,„) 64.1 pcf a a Kinematic Viscosity of Seawater 1.E-05 ft1/sec = Length Reef Module Parameters: Depth of Centroid of the Car(z) -26.00 feet IMMEDIATE PLACEMENT(NO SETTLEMENT)-WORST CASE Car Size 8.0 feet Shore Parallel Car Height 4.0 feet Before Settlement Car Width(D) 5.00 feet Car Size 5.0 feet Shore Perpendicular Projected Area of the Car(A)=L x H 31.56 sq.ft Slab Size 10.00 feet Shore Parallel Slab Height 0.67 feet Before Settlement Volume of the Car(V) 121.25 ft3 Slab Size 8.00 feet Shore Perpendicular Beam Height 1,0 feet Weight Density of Concrete(y„„,) 150 pcf Minimum(Normal Weight Concrete) Beam Width 1.0 feet Specific Gravity of Car(S)=y„„Jy,, 2.3 Weight of Car 5988 lbs Per CO Weight of Car(W)+ Slab 18188 lbs Volume of Car 39.9 d 9.09 tons Weight of Slab 12200 lbs Per CO Immersed Weight of Car+Slab(W.)_(y„„y,,,)'V 10416 lbs Volume of Slab 81.3 d \\10.10.0.2\cc\Projects\82100 The ReeflinelEngineering\Reef Stability Analysis\(2023-01-30)Reef Stability Analysis-Solid Wave Parameters for a 20-YR Storm Event: Blue=Don't change Red=Change Weight of Water 0 lbs Does not contribute Depth Limited Wave Height(H)=0.78*(h+S) 19.7 feet Calculated=Don't Change to buoyant weight Volume of Water 0.0 cf due to vents Wave Period(T) 11 4 sec T 11.4 Storm Surge(S) 6.0 feet NAVD S.Y.Wang,2014 d 29.0 Right 850.686 Water Depth(h) 23.0 feet NAVD Depth at Car Deployment Site before Settlement Left 850.686 Difference 0.000 20-YR Event Water depth(h+S) 29.0 feet L 333.3 Deepwater Wavelength Lo.gT42n 669 feet Number of Rows 1 Wave Length(L) feet Wave Number(k)=2niL 0.0189 feet' Period Number(a)=2n/T 0.5499 sec' Maximum Horizontal Wave Particle Velocity(u)= 0 7 feet/sec Input from Table 1 Attached (0.5'Ha)cosh(k(h+z))/sinh(kh)'cos(at) Maximum Horizontal Wave Particle Acceleration(a,)= 5 2 feet/sec° Input from Table 1 Attached (0.5'H0.2)*cosh(k(h+z))/sinh(kh ysin(at) 1110.10.0.21cc\Projects\82100 The Reefline\Englneering\Reef Stability Analysis\(2023-01-30)Reef Stability Analysis-Solid Force Calculations for a 20-YR Storm Event: Reynolds Number(Re)=µ„•„'DN 3.57E+05 Drag Coefficients Drag Coefficient(Co) 0.3 Assume 3D Cube 0.45 Shore Perpendicular 2.10 Shore Parallel Drag Force(FD)=0.5'p*Co A'u2 5 Ibf 1.05 3D Cube per Hoemer 0.50 CFD Added Mass Coefficient(Cu) 1.5 Cu=1.5 when Re>5x105.SPM pg.7-144 0.30 UM Wave Tank Inertia Force(F,)=p'CM V'a, 1875 lbf Total Force Acting on the Car(FT)=FD+Fi 1880 lbf Use multipler similar to dock design for mutliple units Row 1 1.0 Row 2 0.0 Lift Coefficient(CL) 0.1 Torum 1994 Row 3 0.0 Total 1.0 Wave Induced Lifting Force Acting on the Car(FL). 2 lbf 0.5'p•C1A'u2 Normal Force(FN)=W.-FL 10414 lbf Coefficient of Static Friction(p) 0.5 Coefficient for sand(SPM page 7.260) Sliding Friction Force(F,)=N FN 5207 lbf Rolling/Sliding Safety Factor(FS„e,g)=FrIFT 2.8 Tipping Moment Arm(IT)=0.5'H 2.0 feet Wave Induced Moment Acting of Stone(MT)=Fe,. 3759 lbf-feet Restoring Moment Arm(IN)=0.5'W 3.5 feet Restoring Moment(MN)=FN IN 36449 lbf-feet Tumbling Safety Factor(FS,,,,,ai„o)=MN/MT 9.7 \\10.10.0.2\cc\Projects\82100 The Reefline\Engineering\Reef Stability Analysis\(2023-01-30)Reef Stability Analysis-Solid EXHIBIT A, ATTACHMENT 5 - GO AMERICA VESSEL SPECIFICATION inr61 GlobalSubDive.com Brownie s G o al Logistics MNGO AMERICA 150' Class DP1 Supply Vessel Specification Sheet .4111rikjF• ! a • r. LJ7 GO A1AERIC r MOM HULL SPECIFICATIONS ACCOMMODATIONS • Length Overall: 150' • Certified to Carry: 32 • Beam: 36' • Cabins/Berths:6 / 18 + Passenger • Depth: 11'6" Lounge • Draft Max: 10' • Walk in Cooler: Yes • Clear Deck: 90' x 30' • Commercial Ice Maker:Yes GLOBALSUBDIVE.COM 3005 NW 25th AVENUE, POMPANO BEACH, FL 33069 +1-954-299-8181 11.01611 GlobalSubDive.com GlabaISa b U lye con, F3r s C'o )al I ogiStics PROPULSION CAPACITIES • Main Engines: 2 x Cummins KTA • Deck Cargo: 330 LT 38M0 • Potable Water: 14,982 usg • Total HP: 1,700 HP • Fuel: 31,497 usg/ 77,163 usg* / • Reduction Gears:Twin Disc 97,735 usg** • Generators: 2 x 99kW Cummins • Ballast Water: 75,982 usg • Bow Thruster: 360 HP, Diesel • Liquid Mud: 1,087 bbls Driven • Methanol: 41,572 usg * Fuel Capacity When Utilizing Liquid Mud Tanks ** Fuel Capacity When Utilizing Liquid Mud and Methanol Tanks ELECTRONICS • Radars: Yes x 2 • Auto Pilot: Beier Integrated Systems • GPS (Navigation): Yes • Echo Sounder: Yes x 1 • VHF Radios: Yes x 3 • Dynamic Positioning: Beier Integrated Systems • DP Reference System: GPS + Fan Beam • Electronic Plotter: Yes • Sat Communication: Vsat, Speeds Up to 1024kbps x1024kbps available Sat Television: DirecTV GLOBALSUBDIVE.COM 3005 NW 25t"AVENUE, POMPANO BEACH, FL 33069 +1-954-299-8181 GlobalSubDive.comGlobalSub me cam p SPECIAL EQUIPMENT OPTIONAL EQUIPMENT&SERVICES • Fire Monitor: Yes • Triton 1000/2: (2) ABS class, LED • Deck Monitor Sockets: 240 in a lighting, USBL Tracking/Navigation, NATO Grid Pattern, 2' x 2' manipulator arm, digital • Crane: Palfinger PK-32002-M photography/video system, 305m Knuckleboom (see lifting capacity max depth diagram) • Triton 3300/3: (2) ABS class, LED • A-Frame:Transom Mounted, 15-ton lighting, USBL Tracking/Navigation, with Man-rate Braden CH280 manipulator arm, digital Winch, Frame Inside Dimension photography/video system, 1000m 30'h x 25'w max depth • HPUforDeckGear:Twin • DECO Chambers: 54-inch and 60-inch (redundant) 50-Hp Hydraulic Power DDC Unit configured w/crossover • Portable Dive Locker: 20' Conex, with manifold to allow either HPU to Halcyon Dive Systems gear for (6) serve Crane, A-frame, or both Exploration Divers • Moonpool: 27-inch Inside Diameter • Portable Deck Generator: 97Kw (Transponder pole, submersible diesel, 460v. 60Hz, 3-phase tracking and comms available upon w/Hubbell 4100R7W cable connector request) • Mixed Gas Dive System: • SteeringGear: Dual Independent, NITROX/TRIMIX Maker, BAUER HP Dual Ram Rudders Integrated with Compressors, Boost Pumps and Twin- DP control and Redundant HPU tank/Rebreather support equipment • Removable Bulwarks: 10' Starboard • Diver Propulsion Vehicles: 8 long- side, 3' Port side range tow-behind Halcyon Dive • FRCw/Davit: USCG /SOLAS 4m Vehicles (SUEX); 3- and 5-mile range Rescue Boat with 40 hp outboard at 500Fsw operating depth. Speed: 200-375 Ft Per Min • Camera Equipment: Underwater Video, Still, Laser Scale, Benthic and Stereo Camera Systems GLOBALSUBDIVE.COM 3005 NW 25th AVENUE, POMPANO BEACH, FL 33069 +1-954-299-8181 GlobalSubDive.com PA rownles G o al Log Ics I 7 I 6 1 4. 4 I 3 l 2 I t REVISIONS v. I I b.I II W I OM�l YI t ,�MI MO D I H I II e ..t.-,\ :MIME'Ng 4o. i . • PROFILE --^ A GUILE On ie .- . A ODIUM/ANIMIOBE,rt 7...: —'of r r- i e I 7 I 6 I 5 4. 4 I 3 I 2 I I GLOBALSUBDIVE.COM 3005 NW 25th AVENUE, POMPANO BEACH, FL 33069 +1-954-299-8181 + ' • .,.,1 itl • ..j ,I I r y $El r - • y a ra . _ " C1-lCF ()FFS1101ZF: GENERAL ARRANGEMENT BGL-BASE LAYOUT 4, ... „'k. , , , ,.. . . .,.4. . r • a ` - - l!"V .. }� • ice.1LI; x , r ._ T Gu1CF: )FFs!!(IP II. ._ -_ . GENERAL ARRANGEMENT BGL-BASE LAYOUT T • , T. _ ' - _ _. _ _ rtfV7 DNS aEv ..NE t :'..M 1.._ _. JES RIPTION k MO EL r P AHtc AC^ i'Jr-:.: 1 AM __.I. 1 } ADDED DECK OW 1E'r5 f 6,29/ AM LL - !'r,RR iE, CRANE LOAD ..:: r1/J/1 AM ��rr �f1. ht 111 7,1 • YT S 2i �R RSW.E �� 4 -j ,_ r, NAN MI ILI 1ti 4. J E- 1 tAo<• ' II ASSACh •.te : ...il f I. I f 1m,, C.3,, .q3: '.1 • ' 40 ' i _ -1 �'.p' _• _•)t._.- -.l1.taC.. .- • • . I Ct-0tER IL..1 �' • H',, 1yl tarar 1 ,- _. • ,,;e^s, AR-RANG. • ,.1-"f.'. (1'�.��JOI1�.1_.rvr mr ns mr. , , —- can ur GENERAL ARRANGEMENT BGL-BASE LAYOUT T EXHIBIT A, ATTACHMENT 6 - PROJECT SCHEDULE ID Task Task Name Duration Start Finish Predecessors Resource Names 13 December 2023 January 2024 February 2024 March 2024 Apnl 2024 May 2024 June 2024 1 0 Mode 27 2 7 12 17 22 27 1 6 11.1621 2631 5 10152025.1 6 1116212631 5 10152025 30 51015202530 4 9.1419.24,29 1 In Professional Services 33 days Mon 12/18/23 Wed 1/31/24 1-1 2 ';® in Execution of Professional Services and 33 days Mon 12/18/23 Wed 1/31/24 1 umnnommorimrf General Contracting Agreements (Artists,Consultants,General Contractor,Fabricator,Architect,etc.) 1 3 elt: Fabrication 80 days Thu 2/1/24 Wed 5/22/24 1 r Ix 4 In Fabrication,production,&inspection of 78 days Thu 2/1/24 Mon 5/20/24 2 22 concrete car reef modules 5 In Completion of 22 concrete car reef 2 days Tue 5/21/24 Wed 5/22/24 4 3" modules 6 Deployment 8 days Thu 5/23/24 Mon 6/3/24 ft 1'' 7 InTransport and loading of 1st batch of 1 day Thu 5/23/24 Thu 5/23/24 5 , concrete car reef modules onto vessel 8 n Placement of 1st batch of concrete car 1 day Fri 5/24/24 Fri 5/24/24 7 7 reef modules 9 Mr. Transport and loading 2nd second batch 1 day Mon 5/27/24 Mon 5/27/24 8 T. of concrete car reef modules onto vessel 10 tn Placement of 2nd batch of concrete car 1 day Tue 5/28/24 Tue 5/28/24 9 rr reef modules 1 11 n Transport and loading 3rd second batch 1 day Wed 5/29/24 Wed 5/29/24 10 i of concrete car reef modules onto vessel 12 n Placement of 3rd batch of concrete car 1 day Thu 5/30/24 Thu 5/30/24 11 reef modules 13 n Contingency 2 days Fri 5/31/24 Mon 6/3/24 12 ii, 14 El tares Completion 1 day Tue 6/4/24 Tue 6/4/24 13 e Task 11111111111111111111M101111111 Project Summary 1"-®-1 Manual Task Start-only C Deadline i Project Reefline Phase 1 Split Inactive Task Duration-only 111111111111111111=1111 Finish-only J Progress Date:Mon 12/4/23 Milestone ♦ Inactive Milestone Manual Summary Rollup External Tasks WitilkiffileIllat Manual Progress Summary 1�1 Inactive Summary ' Manual Summary 11 External Milestone • Page 1 EXHIBIT B 1. Vessel specifications 2. FWC Manifest 3. Securing and transporting 4. Travel path 5. Vessel anchoring 6. Deployment methods 1. Vessel specifications (length, draft, etc.) that will be used to transport the artificial reef material to the deployment site including how these vessels comply with any Coast Guard standards required for safe transport. Brownie's Global Logistics, LLC a Florida Company in partnership with Guice Offshore - an offshore supply vessel maritime transportation company. They primarily contract with the U.S. Navy and comply with all U.S.Coast Guard standards.Their vessel"Go America" has supported Ocean Rescue Alliance (ORA) on several artificial reef deployments in South Florida. MPSV Go America is a US Flagged, crewed, built and based ship.USCG Official Number: 1120138, ABS Loadline rated, USCG SubChapter"L" and "I" classed with a 330LT deck rating. The ABS Load Line rated Dynamic Positioning integrated Multi-Purpose Support Vessel originally designed as a Mini-Supply Ship supported oil rigs in the Gulf of Mexico. The DP system allows the vessel to precisely locate the lift point system in the absence of anchoring. This has proven to be a distinct advantage in time saving over multi-point mooring systems. The vessel is 150 ft in length with equipment including a crane,A-Frame, navy deck grid, moonpools and a davit. The accommodation includes a crew lounge. She is certified Subchapter L&l and has limited international operations. The vessel's long list of credits includes military and research projects and CCA reef deployments like the "No Shoes Reefs." The GO America spec sheet and deck profile arrangement spec sheet are provided in Exhibit A, Attachment 5. The response to Question 3 below details logistics regarding vessel capacity and concrete car module weight. Exhibit B, Pages 1 of 5 2. Partially completed Florida Fish and Wildlife Conservation Commission Cargo Manifest (County staff will complete the form after inspection of artificial reef material). Please see Exhibit B,Attachment 7 for the partially completed Cargo Manifest Form.As required by the permits,a completed manifest will be provided prior to Miami-Dade County inspection and a final clearance will be provided prior to deployment execution per the project permits. 3. Description on how artificial reef material will be loaded and secured on the transporting vessel in compliance with Coast Guard standards. The modules will be transported from the Reef Cells Facility in Boynton Beach to Port Everglades(PEV)on flatbed semi-trucks, 2 cars per truck resulting in 11 transport trips (3 days). The Go America vessel is currently docked at the NAVSEA Warfare Center South Florida Ocean Measurement Facility(SFOMF)at 8010 N Ocean Drive Hollywood, Florida 33020. The car modules will be loaded onto the GO America vessel at this location and the GO America vessel will depart from and return to this location during deployment each day. In the event that it is not possible to return to this home port, , or it is less desirable, the Go America vessel will comply with USCG anchoring guidelines. Each concrete car reef module will be transported by front load lifter or cranes onto the vessel.The vessel will be staged with appropriate space to move around structures safely on board. Each concrete car reef module will be secured by an industrial ratchet strap to the vessel. Each concrete car reef module will maintain its place due to individual weight. All deployments will maintain compliance with the project federal, state and local permits as well as U.S. Coast Guard standards. MPSV Go America includes a Palfinger Knuckle Boom Deck crane model 32,000m for handling items on deck and a 15-ton A-Frame for primary over-boarding off the stern. The clear deck space is roughly 30 ft wide by 90 ft long; Guice Offshore will prepare an actual inventory layout once provided dimensions and weights. In general terms, Go America is rated for approx. 125 tons on deck, CG dependent.We will develop a method to move the items around on deck and make the most of the load carrying capabilities of the vessel. The GO America spec sheet and deck profile arrangement spec sheet are provided in Exhibit A,Attachment 5. Exhibit B, Pages 2 of 5 4. Travel path from staging site/loading-area to and from the artificial reef site and how impacts to natural resources will be avoided. After final clearance is provided by the respective agencies,including Miami-Dade County, the 22 concrete car reef modules will be transported from the Reef Cells Facility in Boynton Beach to PEV and loaded onto the vessel "Go America." The vessel will transport the 22 concrete car reef modules directly to the permitted deployment area (Exhibit A, Attachment 1),devoid of resources. MPSV"GO America,"will mobilize from PEV and transit 19.7 nautical miles due south in water depths greater than 45 meters to the ReefLine designated deployment site offshore Miami Beach, Florida (Exhibit B, Figure 2). The proposed route will be coordinated with the respective agencies for approval prior to mobilization to the deployment site. The vessel will use dynamic positioning systems to maintain precise location without the need to anchor and therefore avoid impacts to natural resources. Additionally, the vessel is equipped with a full suite of electronics including a GPS and echo sounder and will utilize nautical charts and the Project specific bathymetric survey(Exhibit A,Attachment 1) to operate in waters with sufficient depth as to not impact the seabed and natural resources. Exhibit B, Pages 3 of 5 12:054 : " fL < 26°5.550'N • 80°6.713'W T. 25°47.474'N • 80°7.015'W ICU I a° , F Tf. _O E. O OFil 'aw' O . a TO, a._Hal.e.ah - \ , , - :each CLm� f �I 1Mia!r � i _ -- ,:„,, __ _,,, _. Eitfli ,s Coral' tiles Length Time Fuel 19.7 NM 2h OOm 130.0 G 2 hazards along the route O(Save ) Go Exhibit B, Figure 2. Map of Go America Travel Path from the Reef Cells Facility in Boynton Beach to PEV. 5. Anchoring methodologies to position the vessel, crane, or other equipment at the deployment location in areas void of benthic resources. The vessel will use dynamic positioning systems to maintain precise location without the need to anchor and therefore avoid impacts to natural resources. Additionally. the vessel is equipped with a full suite of electronics including a GPS and echo sounder and will utilize nautical charts and the Project specific bathymetric survey (Exhibit A, Attachment 1) to operate in waters with sufficient depth as to not impact the seabed and natural resources. The GO America spec sheet and deck profile arrangement spec sheet are provided in Exhibit A, Attachment 5. Exhibit B, Pages 4 of 5 6. Deployment methodology, including equipment/machinery, that will be utilized to strategically place artificial reef material to adhere to project plans and permit conditions and to avoid impact to existing natural or artificial resources in the project area. Equipment used on the vessel includes the appropriately"rated" cranes, for the weight of the concrete car reef modules, that will lift and deploy the concrete car reef module. Each will be slowly lowered by cable into the ocean. Each concrete car reef module will be placed by experienced contracted commercial divers (Industrial Divers Corp). Specifically, the divers will visually confirm location before they disengage the module from the crane. During the permitting process, a benthic resource survey was performed and there are no resources within 200 ft of the deployment area (Exhibit A, Attachment 1). To verify location of resources prior to deployment, a pre-construction benthic resource survey will be performed in accordance with the project permits. All 22 modules will be deployed off of the Go America vessel with a deployment window over a 6-8 day period for the artificial reef deployment.With a total of 3 mobilization days, 3 deployment days and 2 contingency days, with 7-8 car sculptures deployed each day. Each structure will be lowered by a crane and guided by underwater commercial divers (i.e., Industrial Divers Corp [IOC])to place each module at its final resting position. The heaviest car is approximately 11 tons dry. The A-frame has a single part capability of 12 tons and a double part capability of up to 15 tons.The concrete car modules do not exceed 12 tons of dry weight. The GO America spec sheet and deck profile arrangement spec sheet are provided in Exhibit A,Attachment 5. 7. Construction/deployment schedule detailing the general order of deployments and estimated time for completion as well as more detailed plans about day-to-day operations. Please reference Exhibit A, Attachment 6 for the Project Schedule. The modules will be transported from the Reef Cells Facility in Boynton Beach to PEV on flatbed semi-trucks, 2 cars per truck resulting in 11 transport trips (3 days).All 22 modules will be deployed off of the Go America vessel with a deployment window over a 6-8 day period for the artificial reef deployment.With a total of 3 mobilization days,.3 deployment days and 2 contingency days, with 7-8 car sculptures deployed each day. The Go America vessel is currently docked at the NAVSEA Warfare Center South Florida Ocean Measurement Facility (SFOMF) at 8010 N Ocean Drive Hollywood, Florida 33020. The car modules will be loaded onto the GO America vessel at this location and the GO America vessel will depart from and return to this location each during deployment. In the event that it is not possible to return to this home port,or it is less desirable,the Go America vessel will comply with USCG anchoring guidelines. Exhibit B,Pages 5 of 5 EXHIBIT B, ATTACHMENT 7 - FLORIDAARTIFICIAL REEF CARGO MANIFEST AND PRE-DEPLOYMENT "SH 4ryp ° ‘ FLORIDA ARTIFICIAL REEF MATERIALS CARGO MANIFEST AND PRE-DEPLOYMENT NOTIFICATION `4 �~ (Issued pursuant to Ch. 370.25(6)(b), Florida Statutes) %,,oN (off Name of individual managing reef deployment (print) Signature Date whose address is . ( ) - Street City State Zip Code Phone declare that I am staging and transporting the following artificial reef construction materials allowable pursuant to the U.S. Army Corps of Engineers Artificial Reef Permit referenced below and agree to comply with all permit conditions in the permit listed below and attached to this manifest. I understand this artificial reef site is open to public access and this authorization does not provide any rights or exclusive private use over those rights or uses to the general public. The address of the land based reef materials staging area is: Transporting Vessel Registration Number: Vessel Owner: Vessel Operator: The following items are to be deployed as reef material (attach additional sheets when more than four locations): MATERIAL TAG Descriptions of material GPS Coordinates ID NUMBER(S), if applicable (number of pieces, type, dimension, weight) degrees,minutes.decimal minutes (DD'MM.mmm') O Lat: o Lon: 0 Lat: 0 Lon: 0 Lat: o Lon: 0 Lat: 0 Lon. A copy of the below referenced permit(s) and all associated conditions is attached to this manifest and shall be carried on board the vessel during loading, storing, or transporting artificial reef material. -- OFFICIAL USE ONLY-- (TO BE COMPLETED BY PERMIT HOLDER. OR AUTHORIZED ARTIFICIAL REEF INSPECTOR) Permit Holder: Name of U.S. Department of the Army, Corps of Engineers (ACOE) Permit Holder ACOE permit number , permitted site name issued on and has an expiration date of Local tracking number (if applicable): (Name of FWC authorized Artificial Reef Inspector, printed) (Signature) (Date) EXPLANATION SHEET FOR THE ARTIFICIAL REEF MATERIALS CARGO MANIFEST FORM The attached artificial.reef cargo manifest has been developed in compliance with subsection 370.25 (6)(b), Florida Statutes, which states that: "It is unlawful for any person to: store, possess or transport on or across state waters any materials reasonably suited for artificial reef construction and stored in such a manner providing ready access for use and placement as an artificial reef, unless a valid cargo manifest issued by the commission or a commission-certified inspector is onboard the transporting vessel. The manifest will serve as authorization to use a valid permitted site or land-based staging area, which will validate that the type of artificial reef construction material being transported is permissible for use at the permitted site, and will describe and quantify the artificial reef material being transported. The manifest will also include the latitude and longitude coordinates of the proposed deployment location, the valid permit number, and the copy off the permit conditions for the permitted site. The manifest must be available for inspection by any authorized law enforcement officer or commission employee." This requirement for a cargo manifest became part of the statutory revision of the artificial reef program statute Section 370.25 Florida Statutes (F.S.), modified during the 2000 State of Florida Legislature. The statutory language allows a "commission certified inspector" to complete and approve the artificial reef materials cargo manifest. Therefore, we are providing the attached cargo manifest form to all local coastal government artificial reef coordinators and eligible non-profit corporations who may physically construct artificial reefs with the approval of the permit holders. INSTRUCTIONS A separate cargo manifest form is to be completed for each load to be transported offshore (i.e., one manifest per voyage). The manifest is to list all,and only,the reef materials onboard. The top of the form is to be filled out by the reef builder with his/her contact information and the information about the proposed reef materials to be deployed written into the boxes. If several materials are identical but have different tag numbers, please write "SAME" in the box for the other materials. Also put "SAME" under additional coordinates if all materials are going to the same deployment site. The shaded portion of the form at the bottom is to be filled out by the materials inspector. The cargo manifest must be completed by an entity representing the holder of the applicable artificial reef permit to assure that all materials meet the requirements of the permit. Completion of the artificial reef materials cargo manifest is required for all construction activities. The requirement to complete this document is not intended to be an undue burden on entities wishing to legally construct artificial reefs within permitted sites, but is a tool to assist law enforcement personnel in preventing the illegal construction of artificial reefs without the knowledge of the permit holder or in areas outside of legally permitted sites. It is intended to allow law enforcement staff to determine whether or not a load of materials is legal under the permit conditions. Without a properly completed Cargo Manifest Form on board, reef builders will be returned to port pursuant to Chapter 370.25 (6) (b). It is not necessary to send a copy of the Cargo Manifest Form to the FWC artificial reef section in Tallahassee. Documentation of the reef building activity should be maintained by the entity issuing the manifest in the event of any FWC inquiries. Reminder:the placement of all public artificial reefs in state or adjacent federal waters requires the submittal of a Materials Placement Report to the FWC artificial reef program within 30 days of public reef deployment in accordance with s. 370.25 F.S. EXHIBIT C 1. Description of how final location and relief of artificial reef material will be verified and documented including the submission of post deployment bathymetric survey depending on scope and scale of the project. The artificial reef deployment will be visually verified by Industrial Divers Corporation, for the accurate placement of each artificial reef unit. As required by the project permits, a post-deployment as-built survey will be performed to verify the placement of the artificial reef units as well as the relief of each unit. The post deployment survey will include geo- referenced .tiff images of side scan sonar data and digital XYZ files of multibeam data in State Plane NAD 83 Florida East Zone FIPS 0901, units U.S. feet. A mosaic in the form of a geo-referenced .tiff file shall be produced with an interpretation of bottom features in a shapefile. Post construction surveys will be available to the public. Exhibit C, Page 1 of 1 DocuSign Envelope ID:B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 EXHIBIT C BUDGET,FUNDING SOURCES AND CASH FLOW SCHEDULE 15% BUDGET CONTINGENCY TOTAL PHASE 1 1,381,945 207,292 1,589,237 PHASE 2 2,024,623 303,693 2,328,316 SUBTOTAL 3,406,568 510,985 3,917,553 PHASE 3* 941,258 141,189 1,082,447 GRAND TOTAL 4,347,826 652,174 5,000,000 For detailed Budget for Phases 1 and 2 refer to Exhibit C1 attached herein. For Cash Flow Schedule for Phases 1 and 2 refer to Exhibit C2 attached herein. *Detailed Budget for Phase 3 to be submitted for review and approval prior to first request for reimbursement related to this phase. DocuSign Envelope ID: B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 EXHIBIT C1 PHASES 1 AND 2 DETAILED BUDGET TOTAL PHASE I PHASE 2 NOTES INFRASTRUCTURE&LOGISTICS Production of Molds and Concrete Reef Sculptures(includes transportation and delivery)22 car molds and 22 cars Construction.Scale 1:2.1 Production of Art Sculptures(Order of Importance.Leandro Around 253 US Tons of concrete in total. Erlich) $764,445 $764,445 $146,374 for 22 car molds(6,653.36/car mold) $598,069 Casting for construction of 22 cars(27,184.95/car cast) S20,000 Artist fees for Order of importance Matenal essential to contain the sculptures and provide protection and continuity to the reefline.Rocks or a modular concrete barrier system.Carlos Betancourt/ORAI. Starfish modules: Marine Habitats (Rocks or Modular Concrete System) $146,373 $146,373 Production of 5 molds and 39 concrete reef modules. Around:220 US tons of concrete $56,000 for 5 starfish molds($11,200/starfish mold) $194,000 casting for construction of 39 starfish modules($4974 36/starfish module) Production of Art Sculptures(Heart of Okeanos,Petrov Sesti) $370,000 $370,000 Mold and casting 17ft x 9ft,15 US Tons,153 square feet $10,000 Artist fees for Heart of Okeanos Miami Reef Star $350,000 $350,000 Underwater Deployment/Installation(Offshore transport and $200,000 $100,000 $100,000 Underwater Deployment placement of modules/sculptures via barge/vessel and crane) Trucking transportation of structures to barge $60,000 $30,000 $30,000 20 truck trips per deployment _ Capital Project Manager/Owner's Rep $396,000 $108,000 $288,000 Two people for 9 months _-- Marine Construction and Logistics Operations Coordinator $162,000 $54,000 $108,000 One person for 9 months Marine Construction Services $80,000 $30,000 $50,000 Technical consultant and Marine construction services Artificial Reefs inspections and reporting Natural Resource Restoration/Coral Resiliency Lab $175,000 $40,000 $135,000 Two people for coral restoration consulting and coral acquisition costs Marine Buoyes $68,000 $33,000 $33,000 Buoys for site notation and safety. Each Buoys is$3,300.Total of 20 Buoys, Signage/Educational Information $65,000 $25,000 $40,000 Permanent Signage on the beach for public awareness and education -_ SUBTOTAL $2,834,818 $1,184,445 $1,650,373 PERMITTING,TESTING,INSURANCE AND LEGAL FEES Coastal Marine Engineering Partner Permitting and Surveys $160,000 $50,000 $110,000,Pre-and post-construction marine resource survey,post-construction engineering inspection and bathymetric survey, and permit compliance.Stability analysis&weight tank study. Insurance $75,000 $25,000 $50,000 Yearly Legal Fees $57,500 $22,500 $35,000 Legal fees for contract reviews,documentation reviews,compliance etc. 'SUB TOTAL $292,500 $97,500 $195,000 ARCHITECT&DESIGN Architect Fees $63,000 $20,000 $43,000 Architect of Record and Production Liaise Director: Design develop selected artist ideas and sign and seal drawings as required for permit processing. Review fabricator's shop drawings to ensure that design intent is met while engineering OMA Master Planning/Architectural Design $50,000 $25,000 $25,000 ReefLine masterplan design.Ask OMA for the contract where it says or highlights 25000 per phase or per deployment. Expert Consultant $40,000 $10,000 $30.000 SUB TOTAL $153,000 $55,000 $98,000 MISCELLANEOUS Prototypes(Transportation,etc.) $36,000 $18,000 $18,000 Artificial Reef display for public engagement for the city Accounting $36,250 $0 $36,250$2000/month FBW.12,500 Audit Miscellaneous Project Expenses $54,000 $27,000 27,000 Allowance SUBTOTAL $126,250 $45,000 $81,250 TOTAL $3,406,568 $1,381,945 $2,024,623 a CONTINGENCY(15%) ' `"'®"'" $510 985 $207,292 $303,693 TOTAL BUDGET+CONTINGENCY $3,917,553 $1,589,237 $2,328,316 DocoSign Envelope ID.B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 EXHIBIT C2 PHASE 1 CASH FLOW Month May-24 Jun-24 Jul-24 Aug-24 Sep-24 Oct-24 Nov-24 Dec-24 Jan-25 TOTAL INFRASTRUCTURE&LOGISTICS rz Production of Art Sculptures(Order of Importance,Leandro Erlich) 191,111 191,111 191,111 - 191,111 764,445 Retaining Wall/Barrier Material/Marine Habitats(Rocks or Modular Concrete - System) Production of Art Sculptures(Heart of Okeanos,Petroc Sesti) - Underwater Deployment/Installation(Offshore transport and placement of modules/sculptures via barge/vessel and crane)& Trucking transportation of 130,000 130,000 structures to barge Capital Project Manager/Owner's Rep 12,000 12,000 12,000 12,000 12,000 12,000 12,000 12,000 12,000 108,000 Marine Construction and Logistics Operations Coordinator 6,000 6,000 6,000 6,000 6,000 6,000 6,000 6,000 6,000 54,000 Marine Construction Services 15,000 15,000 - - 30,000 Natural Resource Restoration/Coral Resiliency Lab 20,000 20,000 - - - - 40,000 Marine Buoyes 33,000 - 33,000 Signage/Educational Information 10.000 15.000 - 25,000 SUB TOTAL 224,111 38,000 224,111 191,000 244,111 18,000 209,111 18,000 18,000 1,184,445 - PERMITTING,TESTING,INSURANCE AND LEGAL FEES '`- Insurance 6,250 2,344 2,344 2,344 2.344 25,000 Coastal Marine Engineering Partner Permitting and Surveys 25,000 25,000 2.344 2,344 2,344 2,344 25,000 Legal Fees 11,250 11.250 - 22,500 SUB TOTAL 42,500 13,594 2,344 27,344 2,344 2,344 2,344 2,344 2,344 97,500 • ARCHITECT&DESIGN -al Architect Fees 10.000 10,000 - - - 20,000 OMA Master Planning 12.500 12,500 25,000 Material Expert Consultant 1 111 � 1,111 1,111 1,111 1,111 1,111 1,111 1,111 1,111 10,000 SUB TOTAL 11111111.11111.111111111111111111 11,111 13,611 1,111 23,611 1,111 1,111 1,111 1,111 1,111 55,000 MISCELLANEOUS l .� '41 Prototypes(Transportation,etc.) 18,000 18,000 Acccounting&Auditing I - Miscellaneous Project Expenses 13,500 13,500 27,000 SUB TOTAL ..,V..<. .�„ IP 31,500 - - 13,500 I - - - I - - 45,000 SUB TOTAL PHASE 1 309,222 65,205 227,566 255,455 247,566 21,455 212,566 21,455 21,455 1,381,945 Contin r enc 15% '.. .:.-• 34,135-- _. 38,318 37,135---. 3,218 31,885 3,218 3,218 207,292, Total Budget+Contingency 15°4, (PHASE 1) nsr:r,e, 74,986 261,701 293,773 284,701 24,673 244,451 24,673 24,673 1,589,237 DocuSlgn Envelope ID B7AOAB23-2E754F56-BBC2-136FCCE7EAF9 EXHIBIT C2 PHASE 2 CASH FLOW Month Jun 24 Jn124 nun-24 sr,t4 Oct 24 Nuv 24 Dor-24 346.26 ..F*25 66341 Apr-25 Mey-26 Jun.75 Jn1.25 Aug-25 Sep-25 Oct 25 Nov-25 Dec-25 Jen.26 TOTAL INFRASTRUCTURE Production of An swoon*(Ordeal 000atsrc6, . . dkk) • Marine Habitats(Rocks or Modular Concrete Sy= Ba� 168.000.00 186,000.00 7 6.00004 73,18652 73,166.52 - Products f Art SculptureslHeert of Oke4nos. Miami Reel Star 176,000.00 175,00300 350,000.00 Underwater DeOoymenfnnsfallauon 8 Trucking trartsportalket a structures to berme 130.000.00 130000m Capital Proect Manager/Owner's Rep Comm IY Phew I Iayet 34,O0100 24,000.00 24.000.00 24003.00 24.003.00 24,00000 24,000A0 . Manse Construction and Logistics Opereuons Co55d8 Oo CenralCenralar Phew 2L00000 2,00000 200000 200.00 2000.00 100,00000 Marne Construction Servees _ 25.000.00 ~met 9 5,000AO 9.000.00 9.000.00 9,000.00 9A0OA0 9,000.00 9.O0D.00 9,000.00 9 9 .000.00 ,O0DDD 90[ 9. 0.00 000.00 10.000.00 26A00A0 0.00000 S /Ed 'I al Information 28.750.00 28.75000I - - 176,000.00 Natural Restoration/Coral Resiliency Lab 20.00000 28,750.CO 28,750.00 Marine Y __ _.. _ 33 000.00 _ _ 35,000.00 40 000 00 40,000.00 SUB TOTAL - *OOP. q„760.00 28,750.00 28,750.00 28,750.00 185,000.00 273,18652 29100000 281.188.52 lea000mo 33,000.00 33,00000 33,000.00 33,00003 33.00000 33.000 CO 33.00000 33A00.00 33,000.00 1,860,373.04 I PERMITTING,TESTING,INSURANCE AND LEGAL FEES • Coastal M ne Eng,neerin9 Partner Permitting and Surveys 55 000 00 55 CM00 . 110.00.00 insurance - Covered In Phase l Bulge 4 166 6: a16667_ 41666' 4,188.87 4.16887 4,186.67 4,186.87 4,186.67 4,186.67 4.168.87 4.168.87 4,186.67 50000 00 Legal Fee - Correll Pie.l Bulge 291667 2.91667 2 916 67. 2.916.67 2,91867 2.916.67 2,91687 2,91867I 2,916.67� 2,91687 2.918.67� 291667 35.00000 SUB TOTAL 55.000 00 _ __ 55.000 00 • - - 7,083 33 7,083.33 7,083.33 7,083.33 7,003.33 7089.33 7,0113.33 7,003.33 7,08333 - '.7,093.33 7,063.33 7.083.33 195,000.00 ARCHITECT 6 DESIGNI I Architect Fees 2/500.00 21.500.00 - t 4 43,000 00 EOxperl CCoptsuMA er Planlntr MOAi glle0M91 00e10r1 I 150,]0,70 15.000.00 I + i...-_ I 25,00000 I I I 30,000 00 SUBTOTAL - - 51,500.00 - 25.000.00.2100000 ::, -:. 88,000.00 I �� MISCELLANEOUS .r-.�,hs„ I'.' I I I__ - Prototypes(Transportation.etc i 16.000.00 18 000 00 _ 083 __-I A J.U20 B3 3 020 el 3 0:0 63 3 U20 83 3.020.69 3,020.83 3,02083 3.020.63 3,02083` 3.020 BJ 3.020.83 1 16.250 00 wnt, SAudtn Miscellaneous Protect Expenses 300000 3.00000 3.00000. 3800 OD 1 308000 300000 3.000.00 300000 3.00000 000.00 SUBTOTAL 3,02083 3,020.83 3,02083 6,020.83 6,02083 6,020.83 24.02083 6.02083 6.020.83 6,020.83 6.020.63 6,020.83 - - - - . - - - 81,250.00 I SUB TOTAL PHASE 2 58.02083 23,020.83 108,27083 34,770.83 114,770.83 56,270.83 286,020.83 279,20735 301,104.17 294.290.69 176.104.17 46,10417 40,083.33 40,083.33 40,083.33 40,08333 40,083,33 40,083.33 40,083.33 40.083.33 2,024,623.04 ' I I I I 1 I 1 I C888in•e11 15% 8,703.13 3,453.13 16,240.63 5.215.83 17,215.63 8,440.63 31,353.13 41,881.10 45,81583 44,143,60 26.415.63 6,915.63 6,012.50 8,012.50 6.012.50 6,012.50 8,012 ..'8.01250 8,012.50 0012.50 303,693.46 Total Budget a Contingency 15%(PHASE 2) 414,723.96 28,472.44 124,617.44 39,948.46 131,966.48 84211.46 288,373.44 321,08848 349,710.71 336534.29 202,519.79 63,919.79 48,04683 48,09583 46,016.83 44,065.43 48.093.83 4849643 40096.83 48,095.83 2,3211,316.50 DocuSign Envelope ID:B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 EXHIBIT C3 DETAILED BUDGET FOR PHASE 3 [TO BE ATTACHED AT A LATER TIME] DocuSign Envelope ID:B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 EXHIBIT C4 CASH FLOW SCHEDULE FOR PHASE 3 [TO BE ATTACHED AT A LATER TIME] DocuSign Envelope ID:B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 EXHIBIT C5 Monthly Project Status Report Miami Beach GO Bond for Art and Culture Grant (Due to City of Miami Beach Grant Manager by the 15th of every month) Name of Grantee Organizations: Grant Administrator: Date: Narrative Describing Project Status: *Please attach spreadsheet reflecting the actual expenditures as of the end of the preceding month compared against the Budget. *If there has been a change to the schedule,please attach the updated schedule. I certify that this project status update,expenditure reporting spreadsheet,and statements regarding the project schedule contained within this report have been verified to be factual by me as an officer of this organization and that the project is being executed in a manner consistent with all terms of the Grant agreement. Signature: Date: Name: Title: DocuSign Envelope ID:B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 EXHIBIT D ADDITIONAL PUBLIC BENEFIT The creation of a revolutionary public art artificial reef. Subject to applicable Rules and Regulations to be promulgated by Grantee in collaboration with the City, all members of the public will have free access to this public underwater aquatic sculpture park. DocuSign Envelope ID.B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 EXHIBIT E REIMBURSEMENT REQUEST MIAMI BEACH CITY OF MIAMI BEACH REIMBURSEMENT REQUEST FORM GRANT PROJECT No.: GRANTEE NAME: • GRANTEE ADDRESS: GRANTEE CONTRACT ADMINISTRATOR: GRANTEE CONTRACT ADMINISTRATOR'S E- MAIL ADDRESS: REQUEST No. NOTE: Capitalized terms used herein and not otherwise defined shall have the meaning given to them in the Grant Agreement. Pursuant to the executed Grant Agreement, Grantee shall submit to the City a completed, signed and notarized Reimbursement Request Form, along with (i)the monthly status report described in subsection (2.5 d). and (ii) all appropriate supporting documentation, including, without limitation, the applicable contract (including the schedule of values), licensing and insurance information for Contractors, estimate(s),invoice(s), evidence of payment (receipts). warranty information and any other documentation with respect to the Project which may be requested by the City Grant Manager(collectively, the items identified in (i)and (ii), the "Supporting Materials"). Any Reimbursement Request for purchases of equipment, materials or personal property shall require (A) that the purchase of such equipment, materials or personal property qualify as a capital expenditure pursuant to Treas. Reg. Section 1.150-1(b) and related I.R.S. guidance, as determined by the City in its sole discretion, and (B) documentation that such equipment, materials and/or personal property have been delivered to Grantee, and are in Grantee's possession, in Miami Beach, Florida. as conditions precedent to payment. The Grantee shall be solely responsible for submitting all documentation required by this Agreement. Project Costs shall be identified, tracked, accounted for, invoiced, and paid by Grantee in a manner that clearly distinguishes the Project Costs from other costs incurred by Grantee. The City shall make Grant Disbursements to the Grantee by check or wire transfer, as the City determines in its sole discretion. Grantee shall submit to the City Grant Manager a Reimbursement Request together with all Supporting Materials on or before the 15th of each month for any sums expended in connection with the Project for the preceding month. Provided that an uncured default does not exist, and that Grantee is otherwise in compliance with the terms of this Agreement, the City will make the Grant Disbursement within twenty-five (25) business days of its receipt of an acceptable Reimbursement Request and all Supporting Materials. Grantee understands and agrees that reimbursements to the Grantee will be made solely in accordance with applicable state and federal laws. Any and all reimbursement obligations of the City shall be fully subject to and contingent upon the availability of funding solely from the GOBAC Program funds. DocuSign Envelope ID:B7A0AB23-2E75-4F56-BBC2-136FCCE7EAF9 Amount of Grant Award: Less Previous Total Disbursements: Balance Available: Funds Requested This Disbursement: Certification of Payment: I certify that the above expenses were necessary and reasonable for the completion of the Project and in accordance with the terms and conditions set forth in Agreement . I further warrant and represent that these expenses have not been, and will not be, covered by any other third party funding source, including under any other separate agreement between the City and Grantee or any other grant agreement between the Grantee and any other party. Grantee Report Prepared By: Name Signature/Date STATE OF FLORIDA COUNTY OF MIAMI DADE The foregoing instrument was acknowledged before me by means of 0 physical presence or 0 online notarization, this day of , 20_, by_(name) , as_(title) for (company) He/she ( ) is personally known to me or ( ) produced as identification. Notary Public Print Name: My Commission Expires: City of Miami Beach Report Reviewed By: Name Signature/Date MIAMIBEACH City of Miami Beach, 1700 Convention Center Drive,Miami Beach,Florida 33139,www.miamibeachfl.gov Office of the City Manager Tel:305-673-7010,Fax:305-673-7782 TRANSMITTAL TO: Rickelle Williams, Interim City Manager SENT VIA: Hand CC: Eric T. Carpenter, Deputy City Manager, c L.- FROM: Maria Hernandez, GO Bond Program Directo jj DATE: May 29, 2024 SUBJECT: G.O. Bond for Arts & Culture Grant Agreement for an Aquatic Sculpture Park Grantee: Blue Lab Preservation Society, Inc. dba, "The Reefline" Attached please find two copies of the Grant Agreement for "The Reefline" Artificial Reef project, including all attachments. This will be the last of 10 Grant agreements, 9 which have already been executed, using Arts & Culture bond funding. The total grant amount for this Project is $5 million. The Agreement follows the template document as approved by the City Commission, but contains specific language referring to an Interlocal Agreement between the City and Miami- Dade County DERM which allows the City to build the reef, as well as additional protections where the City becomes the beneficiary to warrantees given to the Grantee. Blue Lab Preservation Society will be constructing the Reefline on behalf of the City. The County Interlocal Agreement was authorized by the City Commission via Resolution 2023-32781 and was fully executed on April 3, 2024. It is Attachment B2 to the Grant Agreement. Resolution Nos.2023-32523 and 2023-32593 authorize the City Manager to execute grant agreements to expend the GO Bond for Arts &Culture funds proceeds and Resolution No. 2023-32782 specifically authorized the issuance of this Grant to Blue Lab Preservation Society. The agreement has been signed by the Grantee and form approved by the City Attorney's office. If you have questions about this agreement, please do not hesitate to advise. There is a lot of background with this agreement, and I'll be happy to give you the history when you have time. Cc: Thais Vieira, GO Bond Program We are committed to providing excellent public service and safety to all who live,work,and play in our vibrant,tropical,historic community.