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Artificial Reef Agreement Between CMB and Miami-Dade County 2-0 23-'3 2 91 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 ofRegulatory 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 workunder 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, i icliiding but riot 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. 17Additionally; 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:cons ult 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, DermRecords rriiamidade.gov, or 701 NW Pt Court, Suite 300, Miami, FL Page 4of11 . . 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 1 l 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 By: — ty Manager Date ATTEST: By: MAR 1 9 2024 City Clerk Date Print Name: €.GBgNABn APPROVED AS TO FORM&LANGUAGE &FOR EXECUTION MIAMI-DADS COUN Y cLe-e-ip 3)18 I zosf roe City Attorney Dote By: 4/2/2024 ayor's Designee Date mmy Morales Chief Operations Officer ATTEST: Juan Fernandez-Barquin, Clerk of the Court nd Comptroller • By: M (Depot ^ Jerk ignature) ::h•�r ,�,b si®'' 15 Print Name: Anthony Lavadie-e302751 ? _. c�leN m Date: _ .r._ _ ._04/03/2024 Page 1 I of I I 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 lb/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.schevdAquiceoffshore.com Go America Contact Information: . Robert Carmichael Ph: 337.735.3856 Email: goamerica(aquiceoffshore.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 —111111111111111 INFRAST CUR &LOGISTICS ,W . ;. ,; �' ate,. " „,„:„v 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 ,a .a t. rt:ta ^�.`,M -s .r�x;*.n „r n 5 rdvs f a h-"" -tte PER MIT1IJNG; C . 1 LEGAL Coastal.Marine Engineering Partner Permitting and Surveys $50,000 Insurance $25,000 Legal Fees $22,500 SUB TOTAL $97,500 '•9'?'� fi1x ,'+'x ® `' t �'&"` , � ' :' r..:: tit,. ®Jwl� L .DESIGN.., u �.,:��5°i, ..�-.. �_�Y�----.jam..z. �a�� Architect Fees $20,000 OMA Master Planning $25,000 Material Expert Consultant $10,000 SUB TOTAL $55,000 MISC-ELLANEOLISNk! �°'� �, .,A...r. �•• ��?�:.a .�� `� � ; ;b �s 'z.rs Prototypes (Transportation, etc.) $18,000 Miscellaneous Project Expenses $27,000 SUB TOTAL $45,000 SUB TOTAL PHASE 1 $1,381,945 C � .-. .. . „. Y,� + <$`207 29'2�,. 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 SHEET INDEX - SHEET TITLE NUMBER CM-t.0 COVER SHEET QZQ • CM-1.1 GENERAL NOTES CM-1.2 LOCATION MAP U CM-1.3 _EXISTING CONDITIONS PLAN O • ARTIFICIAL REEF FIRST DEPLOYMENT LAYOUT GULF OF O CM-2.0 PLAN MEXICO Z CM-2.1 ARTIFICIAL REEF TYPICAL SECTION VIEWS FLORIDA 5 .,,,„..v. CM-2.2 COMPACT VEHICLE STRUCTURAL DETAILS OCM-2.3 MIDSIZE VEHICLE STRUCTURAL DETAILS Q CM-2.4 SPORT UTILITY VEHICLE STRUCTURAL PROJECT DETAILS LOCATION SEK. \ - _ O .4.1411111\1111111111111112' PROJECT LOCATION JOHDON P.CHEIFET,P.E.072876 A'T; Eo BEEN ON„E DATE ADJACENT TOT„ESEAL PRINTED COPIES OP PIS DOCUMENT AIM NOT CONSIDERED SIGNED kND SEALED AND THE SRAATLIRE MUST BE I �wNEo CHIRP,ELECTRON.COPIES iCUENT' ENGINEER sty C:U,�1MINS CEDERBERG 811 ALWAYS CALL 811 j BLUE LAB BEFORE YOU DIG LIS PR SOCIETY ON Coastal&Marine Engineering ��j It't fast.It's tree.It's the law MIAMI■FORT LAUDERDALE www.callsunshine.com JUPITER•TALLAHASSEE SEE•ST.PETERSBURG G TEL:+1 305-741-6155 FAX:305-974-1969 eE�a oTE �re WWW.CUMMINSCEDERBERG.COMa COVER a5 § SHEET I OF e CM-0.0 GENERAL NOTES. SUPPORT REINFORCING EXPOSED TO WEATHER.ALL REINFORCING STEEL SHALL BE ACCURATELY LOCATED REEFLINE AND FIRMLY HELD IN PLACE BEFORE AND DURING THE PLACEMENT OF CONCRETE THE 1. THE WORK CONSISTS OF FURNISHING ALL CONSTRUCTION.LABOR.EQUIPMENT AND MATERIALS AND PERFORMING 1.5. CONTRACTOR SHALL ADVISE ENGINEER OF THE REQUIRED REINFORCING 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 AOAMERICAN CONCRETE INSTITUTE PROJECT SPECIFIED IN THE CONTRACT DOCUMENTS.INCLUDING TECHNICAL SPECIFICATIONS. ADDRESS 2. NO CONSTRUCTION SHALL COMMENCE UNTIL ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN SECURED AND ENVIRONMENTAL NOTES. ASTM AMERIGN SOCIETY FOR TESTING AND MATERIALS CITY OF MwMI BEACH. THE CONTRACTOR HAS BEEN ISSUED NOTICE TO PROCEED B BOTTOM 3 ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS MAY HAVE CHANGED IN SIZE BY REPRODUCTION.THIS 1. FOEP.USACE.AND LOCAL PERMITS COVER THE PROJECT.ALL CONDITIONS OF THE PERMITS,AND EXEMPTIONS CONC. CONCRETE ARAMHDADE COUNTV.I LORIDA SHOULD BE CONSIDERED WHEN OBTAINING SCALED DATA.ALL DMENSIONS ON PLANS ARE SUBJECT TO SHALL BE ADHERED TO. CUNT CONTINUOUS WEN- VERIFICATION IN THE FIELD 2 CONTRACTOR SHALL COMPLETE WORK III ACCORDANCE WITH TECHNICAL SPECIFICATIONS AND REGULATORY BLUE LAB 4 IT IS THE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING PERMITS. CONT'D CONTINUED PRESERVATION JURISDICTION.ANY DISCREPANCIES IN THE PLANS WITH FIELD CONDITIONS SHALL BE BROUGHT TO THE OWLS DOWELS SOCIETY IMMEDIATE ATTENTION OF THE ENGINEER.CONSTRUCTION SHALL NOT CONTINUE UNTIL THE ENGINEER HAS EF EACH FACE ADDRESSED THE DISCREPANCIES. FDEP FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION ADDRESS 5. THE WORN INCLUDES 7HE THE INSTALLATION OF 22 PRECAST CONCRETE ARTIFICIAL REEF MODULES. XIMENA®HONEYLAR ART FOOT FLORIDA DEPARTMENT OF TRANSPORTATION SURVEY NOTES X51 KIPS PER SQUARE INCH ENGINE,N MHW MEAN HIGH WATER CUMMINS CEDERBERG 1. SEDIMENT DATA COLLECTED BY CUMMINS CEDERBERC,INC.AUGUST 2020. MIN MINIMUM COASTAL&MARNE ENGINEERING 2. BATHYMETRIC DATA COLLECTED BY CUMMINS CEDERBERC,INC.AUGUST 2020. MLW MEAN LOW WATER At ALHMRPA GRILLE.SURE sot 3 BNTHYMETRC DATA REFERENCE DATUM IS NNW B8. TTEEL•N3 NN.Ass Fu MAUD NORTH AMERILAN VERTICAL pATUY A'A05R74.+2K9 4 IMAGERY COLLECTED FROM ESRI WORLD IMAGERY DATED MARCH 2O19. NGVD NATIONAL GEODETIC VERTICAL DATUM WYWVCINRFNSCEDERWERGDOM 5. E SURVEY CONDUCTED BY CUMMINS CEDERBERC,INC.AUGUST 1020. COAWRRDBR REFERENCE REFEREFERE NCE ELEVATION PROVIDED BY ECS LAND SURVERYORS TAB CC N:52087105 E.942236.83 Z:1749.E PERA PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS ELEVATION PROVIDED BY ECS LAND SURVERYORS 7MB CC N:520871.05 E 942236.83 2.13.49. PSI POUNDS PER SQUARE INCH T TOP TIDAL DATA TYP TYPICAL USACE UNITED STATES ARMY CORPS OF ENGINEERS I PUBLISHED TIDAL ELEVATIONS ARE SHOWN IN THE CONSTRUCTION PLANS.CONTRACTOR MAY NEED TO ADJUST LINO UNLESS NOTED OTHERWISE HIS WORK PLAN TO ACCOUNT FOR ACTUAL WATER LEVELS AND CHANGING WATER LEVELS.THE SI7E MAY BE SUBJECT TO VARIABLE WAVE AND SURGE CONDITIONS AND IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VC WATER/CEMENT RATIO PROVIDE TEMPORARY SUPPORT FOR MARINE STRUCTURES AND SHORELINE DURING CONSTRUCTION.TIDAL DATA OBTAINED FROM B723214 VIRGINIA KEY. SYMBOLS LEGEND CONCRETE: 1. FORMS FOR THIS WORK SHALL BE MADE OF EITHER WOOD OR METAL.THEY SHALL BE STRAIGHT AND FREE Of DETAIL NUMBER WARP OR BENDS.THEY SHALL HAVE SUFFICIENT STRENGTH AND RIGIDIFY,WHEN STAKED.TO RESIST THE PRESSURE OF THE CONCRETE WITHOUT SPRINGING.IF W000EN FORMS ARE USED,THEY SHALL BE OF 00211 DETAIL SYMBOL ADEQUATE SECTION AND SHALL HAVE A FLAT SURFACE ON TOP.FORMS SHALL HAVE A DEPTH AT LEAST EQUAL TO THE VERTICAL DIMENSIONS FOR THE DEPTH OF THE CONCRETE BEING DEPOSITED AGAINST THEM.WHEN SHEET WHERE READY FOR THE CONCRETE TO BE DEPOSITED.THEY SHALL NOT VARY FROM THE APPROVED LINE AND GRADE. DETAIL IS SHOWN AND SHALL BE KEPI 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 50 THAT ALL HONEYCOMBS WILL BE ELIMINATED AND SUFFICIENT MORTAR BROUGHT 70 A SMOOTH EVEN FINISH BY MEANS OF A FLOAT. SECTION LETTER 3. NO CONCRETE SHALL BE POURED DURING UNFAVORABLE WEATHER OR SEA CONDITIONS. 4. ALL STEEL SHALL HAVE A MINIMUM OF 3 INCHES CONCRETE COVER.UNLESS OTHERWISE NOTED.ND CHARS OR OTHER METAL SHALL PROTRUDE FROM SURFACE OF CONCRETE. 1;11SECTION CUT 5. CAST-IN-PLACE CONCRETE SHALL BE A MINIMUM OF 5,000 PSI COMPRESSIVE STRENGTH AT 28 DAYS.WATER CEMENT RATIO(W/C)SHALL BE LESS THAN OR EQUAL TO DA.PROVIDE MIX DESIGN FOR A CLASS IV SHEET WHERE SECTION IS SHOWN CONCRETE FOR AN EXTREMELY AGGRESSNE(MARINE)ENVIRONMENT IN ACCORDANCE WITH FOOT SPECIFICATIONS. PROVIDE SUFFICIENT AMOUNT OF FLY ASH AND SILICA FUME TO THE CEMENT CONTENT.CONTRACTOR SHALL PROVIDE MIX DESIGN TO ENGINEER FOR APPROVAL 10 DAYS PRIOR TO CONCRETE PLACEMENT. 6. NO WATER SHALL BE ADDED TO CONCRETE AT THE JOB SITE UNLESS AUTHORIZED BY THE ENGINEER DR SPECIAL INSPECTOR. 7. COMPONENTS NOT CONSTRUCTED ACCORDING 70 THESE SPECIFICATIONS SHALL BE REMOVED AND REPLACED PROPERLY AT THE EXPENSE OF THE CONTRACTOR. 8. THE FACES OF THE FINISHED STRUCTURES SHALL BE TRUE.STRAIGHT,AND OF UNIFORM WIDTH,FREE FROM HUMPS,SAGS.OR OTHER IRREGULARITIES EXCEPT AS SPECIFIED IN THE PUNS.THE CONTRACTOR SHALL REPLACE ANY DEFICIENT SEGMENTS. 9. CONCRETE FORMWORKERS AND FINISHERS: TIE CONTRACTOR SHALL SUPPLY A SUFFICIENT NUMBER OF EXPERIENCED CONCRETE FORMWORKERS AND FINISHERS IN ORDER TO COMPLETE THE WORN.A CONCRETE FOREMAN WHO HAS A THOROUGH UNDERSTANDING r OF THE PLANS,SPECIFICATIONS,AND REFERENCED SPECIFICATIONS SHALL SUPERVISE ALL FDRMWORKERS AND / FINISHERS.NO SUB-STANDARD WORKMANSHIP WILL BE ACCEPTED. 1 10. CONCRETE TRANSPORTATION: F CONCRETE DELIVERED FROM A READY MIX PLANT SHALL BE TRANSPORTED IN ACCORDANCE TO FOOT SECTION 8 345-13.CONCRETE THAT IS NOT PLACED IN THE FORM WITHIN THE SPECIFIED TIME LIMITS WILL BE REJECTED W AND NOT INCLUDED IN THE WORN CONTRACTOR SHALL BEAR ALL COSTS FOR REJECTED CONCRETE.CONCRETE I� SHALL NOT BE PLACED IN THE FORMS UNTIL THE REINFORCING STEEL PLACEMENT HAS BEEN APPROVED BY 63 4 THE ENGINEER. VERTICAL DATUM CU PRD KARMA;+N Statbn ID 8723214 DRAWN XW Jf REINFORCEMENT. CHECKED I NYC l MHW LINE scuz SHEET TITLE �,WNI STEEL 1.1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615,GRADE 60.DEFORMED BARS FREE FROM NANDSE LOOSE RUST AND SCALE. 1 1.2. REINFORCING STEEL,SUPPORTS.AND TIE WIRE SHALL BE HOT-DIPPED GALVANIZED IN ACCORDANCE WITH GENERAL NOTES ASTM AT&T. a 1.3. MM S DR CHROMX 4100 STEEL CAN BE USED AS AN ALTERNATE TO NOT-DIPPED GALVANIZED STEEL AT SHEET z OK S 8 CONTRACTORS OPTION. g IA. STEEL SHALL BE PLACED AS SHOWN IN THE PINKS.ALL ACCESSORIES SHALL BE PUSTC ONLY TO -INF =MLW LINE F CM-1.1 -PROJECT s 5a301 THE REEFLINE 9..909 ._i# ARTIFICIAL REEF r ' PROJECT ADORE. CITY OF MIAMI BEACH. - MIAMI-DADE COUNTY.FLORIDA CLIENT -- . BLUE LAB PRESERVATION SOCIETY 0 200 400 DIRECTION OF VIEW XIMENAGHONEYLABART - FOR SECTION CUT GRAPHIC SCALE - PI (22X34)11=200' - N 524231.8 I11X17)11=400' ENGINE. E 443166.3 CUMMINS CEDERBERG COASTAL•MARINE ENGINEERING . 87 E 601 N 624075.8 p2CORAL GABLES.FL 33114 E 943113.6 N52d19].9 - 55 FAX•130.5-9n9 RBEROCOMi0.9 E 943453.7 _ con 429062 E IIMM,"I I LI ILRBLHI. PROPOSED ARTIFICIAL REEF DEPLOYMENT AREA t',,.nd A Mna...Fn2uM°rnT 43 _ N 523839.3 E 943326.9 M _ N 523551.1 E 943713. MARJORY STONEMAN DOUGLAS PARK ATLANTIC OCEAN _ R 5 —N 523000.0 • E 943671.3 M6 N 522723.0 E 9430022 - 3- S ARTIFICIAL REEF DEPLOYMENT AREA 1 F g j LONGITUDE(W) LATITUDE(N) LONGITUDE LATITUDE r, A. lit POINT NO. 7C(NAD83) Y(NAD83) DEGREE DECIMAL MN. DEGREE DECIMAL MN DECIMAL DECIMAL 7 °, DEGREES DEGREES 1 943166.349 524231.821 -80°07.67333' 25°46.39562' -80.1278888° 25.7732603* - 5,6 g 2 943453.723 524197.939 -80.07.62098' 25°46.38971' -80.1270163* 25.7731619* TN e:Ic. i3 4I 3 943326.948 523639.317 -80°OZ6447T 25°46.29761' -80.1274128° 25.7716273° - CHECKEDI.cw 4 943713.099 523553.988 -80°07.57447' 25°46.28313' -80.1262412° 25.7713856° - GOVERNMENT CUT 5 943671.275 523000.044 -80.07.58277 25°96.19171' -80.1263795° 25.7698623° S'°'`" - SHEET TILE 6 943002.821 522723.042 •80007.70496' 25046.14675' -80.1284160° 25.76911250 7 943113.607 524075.860 -80°07.68313' 25 46.36993' -80.1280522° 25.7728322° - LOCATION MAP B v ro .°3D.a , . . . , . . . , w,� . . , . . . , , 1 , , . , . , . - E. 9 CM-1.2 PROJECT Wow Dam. B.NOB ...moo mm. THE REEFLINE / . . 'I.'."sm -• ARTIFICIAL REEF PROJECT PROPOSED ARTIFICIAL LEGEND: REEF DEPLOYMENT UNITS OF PERMITTED ARTIFICIAL LOCATION DEPLOYMENT EAREA MUIW DADS CI COUNTY.FLORIDA i irmmmumVIIIII. EDGE OF RARDBOTTOM ExT. �r / O a BLUE LAB - Ill 1M SA SEDIMENT PROBE ID AND _ PRESERVATION 14111.1 O(2.50) THICKNESS 0 a 8 SOCIETY � GRAPHIC�.�9� BRTNYLETICC CONTOUR ( SCALE ADDRESS (11X17)I.SO. XIMENA Q RONEYLABART - A o III PROPOSED ARTIFICIAL REEF LIMITS - EucuEER CUMMINS CEDERB ERG .I�I IuII COASTAL d MARINE ENGINEERING_ 20,ALHAMBRA CIRCL E SUITE.a CORAL %,`se FAR=.,wsJ/ ar.-,esr NNNBCEDERBERG co. PROPOSED ARTIFICIAL �� D,.29062 DEPLOYMENT AREA IUYUf IW I IIi JI IUn RG t.uxal B\Iver Lnk,uw..mg o a IUwI i - ti~ P;/ ATLANTIC OCEAN ----------...\.'": - // R M ,r...0 oron) , 4:! - ROP - illiPPF: F . MillikillIMINft..- 7:ARSE Y LONG • GLE RUNNER 8 -Z4 b 2Illilli Cc PROJECT NO:u3 - (11 IiWI ' MNWN ro.� O O cXEO Irvw y1 NR Ixi) - RARE AsP.PPN &1EET TIRE I EXISTING 1 - - CONDITIONS PLAN 3 JR.mB Mum Bang wB.m .a.B. 1- CM-1.3 9433w.0 9u.m.9 9.50.9 THE REEFLINE ARTIFICIAL REEF N 524192.8 PROJECT E 943404.7 N 524188.3 E 9/3405.7 CITYADDRES MIAMIBEACH. R 28 • MIAMI-DADE COUNTY.FLORIDA N524188.3 0 e 1z CLIENT r---� , — E943413.7I ' BLUE LAB N 524192.8 GRAPHIC SCALE r— — Esa33957 (1(�ziir-8z PRESERVATION SOCIETY ACORESS E 943395.7 '��1 IIIMENACHONEYIABART rill- I�I�I I^� CUMMINS CEDERBERG N 524188.3 I E 9433877 _�- `•� COASTAL.MARINE ENGINEERING Qolp � A"CORAL ",E„`ITEbo, �� l�rl Iii CO 15 ,..95.9,1 O usnn" .ru ;l All)A JW t A a,rm.Ln.N...9g I�Loa . II O II MODULES CENTER COORDINATES • IlIli k j1 I,_I i111 MODULE NO. NORTHING EASTINO 11011 R 1 524162 943392 I m 1 i%�,. e Epp, 2 524188 943401 1�I 3 524183 943410 A !� r A Q I � � j^1 RIC 4 524170 943392 1 C21 Mn a.v 5 524176 943401 lJ IQ 7 I 0110 i�11 6 524171 943410 Y' l� ice- 7 524157 943392 �10 13�� 1k� 6 524164 943401 1� III II 9 524159 943410 i 15 I 10 524145 943392 1�1�� 1�I� 11 524152 943401 11 11 �5'DEPLOYMENT DEPLOYMENT AREA TOLERANCE 12 524147 943410 Ii�I f ) `V • 13 524134 943392 In Ipl 11 54149 943401 1 16 1 lel Irk giI 15 524135 943410 1 'I�1' 16 524121 943392 1114 F (^) 1� � I�' 17 524128 943401 8 it o I 18 524123 943410 5 l Ll I® N524104 111 .3 I 19 524109 943392 4 I�li i....i E943413. 20 524116 943401 crwlEcr ma 9... a D� - LEGEND: ill 21 524110 943410 CNECNEn N 524104.3 II ' COMPACT VEHICLE(9 TOTAL) ,y R 'g E 943387.7 L_ _ ——J ® ! 22 524104 943401 MEET TITLE I- T 1 - IJ MIDSIZE VEHICLE(5 TOTAL) b ARTIFICIAL REEF 2 s N5241043 I I N94340.3 ,��,e+ FIRST DEPLOYMENT i E 943395.7 ——— E 9/3d05.7 ,' _'""� SPORT UTILITY VEHICLE I9 TOTAL) LAYOUT PLAN 4 N 524098.8 N 524098.6 21�\ BATHYMETRIC ELEVATION CONTOUR of 9 8 BHFfr S g E 943396.7 E 943404.7 99.9 CM-2.0 9.9.9 WN50.9 PROJECT THE REEFLINE ARTIFICIAL REEF PROJECT ADDRESS: CITY OF MUM BEACH. MIAMI O4r1F COUNTY,FLORIDA --5.0'- 41 ClXwr i,ilk . BLUE LAB i tom_ 71 a — PRESERVATION \ 1 -Z. fl: ��.� Aa SOCIETY A}(S Fu q XDDRESS NONEYIABART 1r X 1r EDGE ■EAp,�R�r 0 ste BEAM.TYP. ML__� � I•480 ENGNEEP "�:' .. •r —f- - C�UMM TAL A MARINE EDE ENGINEERINGBERG 1 ,. I. - CQNCRT€, 201 0HBNBRA CIRCLE SUITE 601 Y. -. .. -. ��. -..,,..-. CORAL GABLES FL 33134 Ort P.,_7MO SEABED -vC:- _ 31'�. CE00. tn.o Bo, Y� NuEDERBERGCOM '°` tr x tr BEAM.TM. ,II\mp,1,I-111LRB1R,• I.44.,1 A MAmr F.ir l,r.rlS0 COMPACT PROFILE VIEW COMPACT FRONT VIEW { ss. 4 _.ifria7---.'---7--......%\ : , .. '1!:-.,Iiim:Th 3..I,. 11 4811 lim Nyptio.. ., 7 lrxtr EDGE V / •,,I -z7.----- BEAM TYP. ., E,eif �IS r SIAB - .. -• �- 10' - - CDCRE NtE ' EXISTING SEABED _ ....•..v^.s 11.0' Btl 12'XIS' BEAM.TYP. MIDSIZE PROFILE VIEW MIDSIZE FRONT VIEW { 6.0' -{ io----mi -- ., .. ''- 11,, o o• 1 i r I A --1 *) OP $ F11 V �'_...� o p+AI'—.. I,04. a aw+P. j } 12-X1rEDGE .B 8-SLAB BEAM Tw I s� „, ------ - g - CONCRETE a 8 _ ' ': EXISTING SEABED - EXISTING SEABED .. ..- ,2.0' EC CC PROJECT BE=LOP a ,z x tr ,BA B BEAM TAP. CHECKED .vso t SPORT UTILITY VEHICLE PROFILE VIEW SPORT UTILITY VEHICLE FRONT VIEW AS RLTF DOS GYM?� ARTIFICIAL REEF i TYPICAL SECTION VIEWS f NOTES 'SHEET S OF F H I.VEHICLES ARE SHOWN FOR REFERENCE ONLY.MODEL.SHAPE.AND p2 DETAIL SHALL BE COORDINATED WITH OWNERS PRECAST ARTIFICIAL i REEF MODULE VENDOR:REEF CELLS.P.O.BOX 1121 BOYNTON BEACH.FL CM-2.1 z 33425 1-800-7714585 THE,EEFLINER Me+P ARTIFICIAL REEF PROJECT ADDRESS CITY OF MIAMI BEACH. MIAMFDADE COUNTY,FLORIDA CIIENT BLUE LAB PRESERVATION SOCIETY ANDRESS • XIMENA@HONFYI AB ART ENCJIE. CUMMINSRCED ERBERG E ENGINEERING AI COASTAL CIRCLE SORE SDI CORAL GABLES,FL WM �,SS RAX.., .9 M.CIw•wSCEDERBERO.COM ,.IINti11.N,I l I:0I.1t1. I,u.1.IR Ai.,IA..End,,.,., BA welr ZA i__- _ __ 1B.R - -._'.. COMPACT SLAB REINFORCEMENT PLAN 5 ROWS OFH4 INTO SCULPTURE _ F 3.0 2.5 RH @ 12'AND IN LINE WITH EXTERIOR BEAM 1 REINFORCEMENT EA4 STIRRUP e<' I`1r I IS� o MNNTNN,"CLEAR COVER \\ . . I. I _ -.. _ i I J I L CC aROJECT RD:.1 _ DRAYIN 71 T GR 8.0' IEGKEn Run 5 TYP. / • J`• As sow HEET TOLE cobeuls� I �6e/0 /�Ir I B COMPACT VEHICLE �l BI/SOARSJ STRUCTURAL I +lp DETAILS l61 SNEER r OR S 3 SECTION g SECTION CRAIRICSC4F IN FT t CM-2.2 t PROJECT. THE REEFLINE we w ARTIFICIAL REEF B PROJECT 3 CITOF MIAMI BEACH. MIAMI-DADE COUNTY,FLORIDA CLIENT BLUE LAB PRESERVATION SOCIETY ADDRESS %IMENA®HONEYLABART ENGINEER: CUMMINS CEDERBERG COASTAL 6 MARINE ENGINEERING CORAL S FL 3311A fi165 F.41 wSNTaIPou W.MCUMMI.CEDERBEFG.COM Z I UNINII: I I 1:1,1.1<I..,. CvanJ i MarAIr Eng.... ILO 3t 1YJ // re • JII MIDSIZE SLAB REINFORCEMENT PLAN T ROWS OFIM INTO SCULPTURE RRR_ I 3 JA RT� O IN AE B B WITH EXTERIOR BEAM 3 REINFORCEMENT 25 0 RA STIRRUP@ rwI_1r I Tr—. s o i MAINTAIN CLEAR r E CC PROJECTNUlmB LOVERR�, a I ,--, e I BG CHECKED IRn 6HETTEn 3•CLR r d MI VEHICLE STRUCTURAL IC £ I41ibBARs �1r--+ 06.1o' ��1e•-i ItEr e 1E105eARB SECTION AMSECTION g ielwiSHEET E OF 9 r ® WPM SCAM Es FT CM-2.3 1 PROJECT THE REEFLINE *60+0. ARTIFICIAL REEF ® PROJECT ADDRESS CITY OF MIAMI BEACH. MIAMI-DARE COUNTY.FLORIDA CLIENT BLUE LAB ' PRESERVATION 1 SOCIETY ADDRESS . r i %IMENAUHONEYLABART ENGINEER CUMMINS CEDERBERG COASTAL Il MARINE ENGINEERING CORAL GABLES.FL 33134 i419o9 i WWW CMMMNSCEDERBEFO.COM I UMW),I l HI Wit III III, I,u..l S.M.H!,P,.gun.,vq, / 8.0 w1NirJ 1 _ . . 9 . , _ , - - -12.0' - _._. _. SPORT UTILITY SLAB REINFORCEMENT PLAN 8 ROWS OF WI INTO BCULPiURE : F I B.D x.s B «oTr NLNE WITH EXTERR IOR BEAM 0 REINFORCEMENT M STIRRUP®r p I R MAINTAIN r CLEAR tr ir-y CC PROJECT NM WPM aCOVER��♦ n 10 o v o >, , . _ _ _ e o N DRAWN/ 11493 • I� I CHECKED {` r e.o l 9 / M6�1D� . as**. • r CLR._ I ` SHEET TITLESP UTILITY � L .___. VEHICLE STRUCTURAL (5>E5 BARS J L_irH • DETAILS NI eARs K 12O SECTION Mk B ® SHEET E OF s SECTION Q F WF CM-2.4 EXHIBIT A, ATTACHMENT 2- ULTRA-HIGH PERFORMANCE (UHP) CONCRETE SPECIFICATIONS PCAN 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 Station Canopy T .�,„,.. '�'x+ By V. H. Perry and D. Zakariasen, Lafarge Canada Inc. • ice. The Shawnessy Light Rail Transit (LRT) Station, constructed 1 'L 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 ` 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 produced using conventional gravity two-stage castings. f 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 rat- 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 4111 AIL on temporary scaffolding, and struts were attached to the shells and previously -"' installed columns with welded connections. � 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 • cross section, the Mars Hill Bridge is a significant step toward "The Bridge of the Future" - utilizing 110-feet UHPC girders that do not am• have any rebar for shear stirrups. The project was one of 96 presented at the 2006 Concrete Bridge Conference held in May in 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 0 200 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 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 F8.0'- - - - —1 zig------ \ ` 12"X 12"EDGE BEAM,TYP. f • p •' •, • s_411 • 1:CONCRETE. '* 8"SLAB f •r 4 20" L .•EXISTING SEABED 10.0' LIFT RING, TYP.OF 4 12"X18" BEAM,TYP. COMPACT PROFILE VIEW c General Notes H. 5.0' -{ Vehicle illustration is for reference only.Actual vehicle shapes and details may vary. All dimensions are estimations and may vary / AM AR \ from actual fabricated reef module. --1'5' 4.0' �1.5' 0 ® Compact Vehicle Estimated LIFT RING, p ' Q Weight Calculations*: TYP.OF 4 - - j Sculpted Reef Module ±18,188 Lbs Interior Chamber Seawater ±6,450 Lbs r• Total Module Weight ±24,638 Lbs — ' •• ,:.CONCRETE • 2— 'Weight estimates are subject to variations in • • EXISTING SEABED fabrication processes and may vary. k 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 REEF CELLS EXHIBIT 2 - SHOP DRAWING (Pg. 2 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 - 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 i` 9.0' p 01 0 411111T----—C Lk\--- 041, �Z� 12 X 12 EDGE i,'A '�!•riolliot;' I. A BEAM,TYP. t is-CAtIA111111i V A fr '4 . •' . = CONCRETE '• .'r: 8"SLAB f ; MI. 20" fiEXISTING SEABED j.�---- - 11 p - LIFT RING, / TYP.OF 4 12°X fs' BEAM MIDSIZE PROFILE VIEW C I 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' from actual fabricated reef module. 1.2' il�limlluiil illi��llllllll It� 1.2 LIFT RING, �(ii =— ==�,0' Midsize Vehicle Estimated TYP.OF 4 � ! �""� `� ` isminfm � m� Weight Calculations*: Sculpted Reef Module ±19,960 Lbs T'1,-...- : :..4-•--—, ':—• Interior Chamber Seawater ±6,950Lbs — .'I • C,ONCRETE .'.y— 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. 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. 3 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 - 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"X12"EDGE BEAM,TYP. \"OP • ••• : • • '.CONCRETE ,'rf"SLAB i 20 EXISTING SEABED 12.0' 1\ 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. Ag IEEE. • wimps �� All dimensions are estimations and may vary k—=-4� 54' from actual fabricated reef module. liajnemour NI to, Sport Utility Vehicle Estimated LIFT RING, Weight Calculations*: TYP.OF 4 111121111111111111111 Sculpted Reef Module ±22,210 Lbs Interior Chamber Seawater ±7,320 Lbs — + • CONCRETE` �a_ 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 •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 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 ±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 =0- -OBL. 00 00 8"SLAB 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" 6"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 —( )1I Steel and Fiber Reinforcement not Shown. CONCRETE 8"SLAB 20" 5 0 H 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 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 Beam 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 l 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: •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 EXHIBIT A, ATTACHMENT 4 - STABILITY ANALYSIS CUMMINS I 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 CUMMINSCEDERBERCINC. 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. 1 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. CUMMIN$CEDERBERG.INC. I Miami I Fort Lauderdale I Jupiter I Sarasota I St. Petersburg I Tallahassee The Reefline 82100 February 22, 2024 Page 3 of 5 Table 1: Summary of Stability Analysis Factor of Safety Drag Coefficient Factor of Safety Factor of Safety Factor of Safety (Small) (Medium) (Large) — co Rolling 9.7 8.4 8.1 U — cn N > -0 o Sliding 2.8 2.7 2.7 To co Rolling 8.8 7.1 6.5 U c ^— cD W z Sliding 2.5 2.3 2.2 Design Notes: 1. Stability analysis is based on buoyant weight of the modules and total volume of water displaced. Void space inside the module is not considered as the space will fill with water upon deployment and does not contribute to the buoyant weight. Prepared by: Jordon Cheifet, PE, CFM Director Florida Professional Engineering No. 72876 Florida Certificate of Authorization No. 29062 CUMMIN$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"X12"EDGE BEAM,TYP. .•0 • .' ••••• • '0' • — CONCRETE r' 8"SLAB f • ` t 20" + Imo^ /IST.ING SEABED 10.0' H LIFT RING, 12"X18"� TYP.OF 4 BEAM,TYP. COMPACT PROFILE VIEW General Notes Vehicle illustration is for reference only. Actual 5.0' vehicle shapes and details may vary. - - 1 All dimensions are estimations and may vary A �� from actual fabricated reef module. 1'5' 4 0' �1.5 0' ®_' Compact Vehicle Estimated LIFT RING, o ' q Weight Calculations*: TYP.OF 4 1J. • � Sculpted Reef Module ±18,188 Lbs I Interior Chamber Seawater ±6,450 Lbs Total Module Weight ±24,638 Lbs ` f, 4:..C9kCRETE t— *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: •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 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 - 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' - 41 I 11-1 I,__l*i\k lip ."8,-"iimmemmi �`11 12"X 12"EDGE A li •�!'!1 BEAM,TYP. 1111::a 1,1111111111.11imi V A ft ' a CONCRETE ' .,'+ 8"SLAB 20" • , L 2EXISTING SEABED 11.0' ' LIFT RING, TYP.OF 4 12"X 1s BEAM MIDSIZE PROFILE VIEW 1 . -} - - I - General Notes Vehicle illustration is for reference only. Actual vehicle shape and details may vary. ® All dimensions are estimations and may vary -�l , '�v-1�'�_` 1 2 419' from actual fabricated reef module. -1.2 t.I,llllllllllll ;IIIiiIIIIII VOP LIFT RING, (0L — ------ireir Midsize Vehicle Estimated TYP.OF4 �ionifigaisaif� Weight Calculations*: Sculpted Reef Module ±19,960 Lbs —V y ••-..4, -. Interior Chamber Seawater ±6,950 Lbs _ , C,ONCREfiE '`T 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 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 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 H 10.0 •• 12"X12"EDGE • "/ `J BEAM,TYP. I • • • i ,cONGRETE r ,'r ; 8"SLAB f 210" - \ EXISTING SEABED I. 12.0' LIFT RING, 12"X 18" TYP.OF 4 BEAM SPORT UTILITY VEHICLE PROFILE VIEW s.o —I / \ General Notes Vehicle illustration is for reference only.Actual vehicle shape and details may vary. loommigo �� All dimensions are estimations and may vary 6 ��Bo • 54, from actual fabricated reef module. • • Sport Utility Vehicle Estimated LIFT RING, Iiiimi—ii_____i____;iiiIIINNEWWeight Calculations*: TYP.OF 4 g Sculpted Reef Module ±22,210 Lbs Interior Chamber Seawater ±7,320 Lbs _ • '.+r •. 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 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 ±4"TYP minimum 4"Dia. 6"x 18"Gap between top of Support Wall and underside of Vehicle Shell Typical Interior — / Support 12"X 12"EDGE Wall as BEAM,TYP. Needed DUL HO 00 8"SLAB 20" EXISTING SEABED Typ.vent to allow seawater ±11.0- to enter interior chambers 12"X 18"7 during deployment. All water vent BEAM TYP. SECTION SIDE VIEW hole sizes to be a maximum 3" Pia. 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"7 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 , Steel and Fiber Reinforcement not Shown. CONCRETE 8"SLAB } 20" 8.0' 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 REEF CELLS EXHIBIT 2 - SHOP DRAWING (Pg. 5 of 5) ENGINEERED MARINE HABITAT • REEFLINE ARTIFICIAL REEF PROJECT EMAIL-info a reef cells.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 Beam 12"x 18"Beam Support Wall Base Slab 12"x 12"Edge Beam \\\I _• 1 Vehicle Shell 000 000000 00 0 000 0000 000 000 000 000 000 000 000 000 /J Typ.cluster of 3"dia. seawater 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 CEDERBERCGINC. 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)=FEET 2.8 Tumbling Safety Factor(FStumbling)=MN/MT 9.7 Density of Seawater(p) 1.99 slugs/ft' Weight Density of Seawater(ys„,) 64 1 pcf Kinematic Viscosity of Seawater 1.E-05 ftz/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 ft' Slab Size 8 00 feet Shore Perpendicular Beam Height 1.0 feet Weight Density of Concrete(yca„) 150 pcf Minimum(Normal Weight Concrete) Beam Width 1.0 feet Specific Gravity of Car(S)=yoo,,jys„. 2.3 Weight of Car 5988 lbs Per CO Weight of Car(W)+ Slab 18188 lbs Volume of Car 39.9 cf 9.09 tons Weight of Slab 12200 lbs Per CO Immersed Weight of Car+Slab(W,.,,)=(y„,,,'/ )'V 10416 lbs Volume of Slab 81.3 cf \\10.10.0.2\cc\Projects\82100 The Reef ne\Engineering\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-gT2/2n 669 feet Number of Rows 1 Wave Length(L)-feet Wave Number(k)=21T/L 0.0189 feet' Period Number(a)=2sJT 0 5499 sec' Maximum Horizontal Wave Particle Velocity(u)= 0.7 feet/sec Input from Table 1 Attached (0.51 la)cosh(k(h+z))/sinh(kh)*cos(at) Maximum Horizontal Wave Particle Acceleration(a,)= 5.2 feeVsec2 Input from Table 1 Attached (0.5*Ha2)*cosh(k(h+z))/sin h(k h)•sin(at) \\10.10.0.2\cc\Projects\82100 The Reefine\Engineering\Reef Stability Analysis\(2023-01-30)Reef Stability Analysis-Solid Force Calculations for a 20-YR Storm Event: Reynolds Number(Re)=u,,,,;D/v 3.57E+05 Drag Coefficients Drag Coefficient(Co) 0.3 Assume 3D Cube 0.45 Shore Perpendicular 2.10 Shore Parallel Drag Force(Fe)=0.5*p'Cs A*u2 5 lbf 1.05 3D Cube per Hoerner 0.50 CFO Added Mass Coefficient(CM) 1.5 CM=1.5 when Re>5x105,SPM pg.7-144 0.30 UM Wave Tank Inertia Force(Ft)=p*CMN'a, 1875 lbf Total Force Acting on the Car(FT)=Fo+Fi 1880 Ibf Use multipler similar to dock design for mutliple units Row 1 1.0 Row 2 0.0 Lift Coefficient(Cr) 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•Ci.A*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(Fr)=p'FN 5207 ibf Rolling/Sliding Safety Factor(FS„rin)-FiFT Tipping Moment Arm(IT)=0.5'H 2.0 feet Wave Induced Moment Acting of Stone(MT)=FT IT 3759 lbf-feet Restoring Moment Arm(IN)=0.5'W 3.5 feet Restoring Moment(MN)=FN 15 36449 lbf-feet Tumbling Safety Factor(FS,,,,,,gg)=MN/MT- \\10.10.0.2\cc\Projects\82100 The Reelline\Engineering\Reef Stability Analysis\(2023-01-30)Reef Stability Analysis-Solid EXHIBIT A, ATTACHMENT 5 - GO AMERICA VESSEL SPECIFICATION GlobalSubDive.com Brownie s G o al Logistics MNGO AMERICA 150' Class DP1 Supply Vessel Specification Sheet r - C0 G • . • F A _ 5,7 • 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 2.5th AVENUE, POMPANO BEACH, FL 33069 +1-954-299-8181 rile61 .o GlobalSubDive.com i Global&.. ve. Brownies G o al logistics 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 25°'AVENUE. POMPANO BEACH, FL 33069 +1-954-299-8181 ICIOral OkiGlobalSubDive.com Global5ub.,ve.com Rrcwnie s G,o al I ogistit5 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 • HPU for DeckGear: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: • Steering Gear: 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 IMO/6i VS �_ GlobalSubDive.comie.Mr Glob.lSu.• .cam Brownies G o al Logistics I 7 a t, 5 l I 3 I 2 I 1 A I Mr ItrvISONs AS I : I. .„ I ,.�..�. I .. D c O � l I I -, -- _� �► s i ®'yam• 8 --- _ ale. A MCI OI-- 7+�..Ii A ..a t u'R.. ��n m uoe. A. 4.14244.SA ..omwt r .. SOL•Mt LAYOUT e 1 7 I 6 I 5 ♦ 4 I 3 I 2 I 1. GLOBALSUBDIVE.COM 3005 NW 25u)AVENUE. POMPANO BEACH, FL 33069 +1-954-299-8181 Z - �'` ' f e 0‘ ii-' -.---f. ''.i'Flill 1 U. ' - C • (_ ' S ,y • • -. GCICE OFFSHORE -Tx a 7- `"° "7‘2 ' "" P. BO,.,r.9e GENERAL ARRANGEMENT BGL-BASE LAYOUT l ,I • � r N • GENERAL ARRANGEMENT BGL-BASE LAYOUT + :_ . ,,,.,:ksi ii:-47: ::1-.4 - kik • - _.. _ 4 —'tom' . . . . . ..vim . . . a ,N : � v ice' -=_- -=- _; _._.-. -_ (,(It E. UFF11UPE Ts Si..t.Me.. Ka^s::e a MI GO %ME1<I( GENERAL ARRANGEMENT BGL•BASE LAYOUT EXHIBIT A, ATTACHMENT 6 - PROJECT SCHEDULE ID Task Task Name Duration Start Finish Predecessors Resource Names 3 December 2023 January 2024 February 2024 March 2024 April 2024 May 2024 June 2024 I F e Mode 27 2.7 12 1722 271 6.111E212E31 5.10152025.1 011,16212631 5 101552202530 5 1015202530_,4 9 14i1924 1 I Professional Services 33 days Mon 12/18/23 Wed 1/31/24 2 ® .. Execution of Professional Services and 33 days Mon 12/18/23 Wed 1/31/24 ININNIMMIIINNINIn General Contracting Agreements (Artists,Consultants,General Contractor,Fabricator,Architect,etc.) ' 1 3 ry Fabrication 80 days Thu 2/1/24 Wed 5/22/24 t 1 4 mr, Fabrication,production,&inspection of 78 days Thu 2/1/24 Mon 5/20/24 2 22 concrete car reef modules 5 I. Completion of 22 concrete car reef 2 days Tue 5/21/24 Wed 5/22/24 4 T modules 6 Deployment 8 days Thu 5/23/24 Mon 6/3/24 P1 7 Transport and loading of 1st batch of 1 day Thu 5/23/24 Thu 5/23/24 5 I I concrete car reef modules onto vessel 8 or. Placement of 1st batch of concrete car 1 day Fri 5/24/24 Fri 5/24/24 7 reef modules 9 se, Transport and loading 2nd second batch 1 day Mon 5/27/24 Mon 5/27/24 8 7 of concrete car reef modules onto vessel 10 ,. Placement of 2nd batch of concrete car 1 day Tue 5/28/24 Tue 5/28/24 9 I reef modules 11 04 Transport and loading 3rd second batch 1 day Wed 5/29/24 Wed 5/29/24 10 1 of concrete car reef modules onto vessel v. 12 nr. Placement of 3rd batch of concrete car 1 day Thu 5/30/24 Thu 5/30/24 11 reef modules 13 I. Contingency 2 days Fri 5/31/24 Mon 6/3/24 12 I a 14 ® gr, Completion 1 day Tue 6/4/24 Tue 6/4/24 13 r Task - Project Summary 1 1 Manual Task Start-only E Deadline 4 Project:Reefine Phase 1 Split .....................„, Inactive Task Duration-only IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Finish-only ] Progress Date:Mon 12/4/23 Milestone ♦ Inactive Milestone Manual Summary Rolkip External Tasks Manual Progress Summary ^ Inactive Summary Manual Summary I I External Milestone • I 1 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&I 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 southin 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 12:051 = fry < 26°5.550'N • 80°6.713'W 25°47.474'N • 80°7.015'W ....Lou... ......... f ,'. Oq '1 1 1 ° \ 1 i�'' I � t i� O i f HIiateah., ' : M `I . 1 -f`1'Miarr;; ---- -------- ft i 111 NM, J ,- Coral Gables 0 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 [IDC]) 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 ,ESN ANp FLORIDA ARTIFICIAL REEF. MATERIALS *SO ' CARGO MANIFEST AND PRE-DEPLOYMENT NOTIFICATION (Issued pursuant to Ch. 370.25(6)(b), Florida Statutes) 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 complywith 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: Lat: o 0 Lon: Lat: o o Lon:— 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) ' Revised 4/23/07 - ' 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 RESOLUTION NO. 2023-32781 A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, APPROVING AN AGREEMENT BETWEEN THE CITY OF MIAMI BEACH AND MIAMI-DADE COUNTY ("COUNTY AGREEMENT") FOR THE INSTALLATION OF AN ARTIFICIAL REEF WITHIN THE BOUNDARIES OF CERTAIN PREVIOUSLY APPROVED LOCAL, STATE AND FEDERAL REGULATORY PERMITS PURSUANT TO WHICH THE COUNTY IS THE PERMITTEE; AND FURTHER, AUTHORIZING THE ADMINISTRATION TO FINALIZE THE EXHIBITS TO THE COUNTY AGREEMENT; AND FURTHER, AUTHORIZING THE CITY MANAGER AND CITY CLERK TO EXECUTE THE FINALIZED COUNTY AGREEMENT. WHEREAS, on July 20, 2022, the Mayor and Commission approved Resolution 2022- 32261, authorizing a special election, submitting to the electorate of the City of Miami Beach the question asking whether the City shall be authorized to issue general obligation bonds, not exceeding $159,000,000, 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; and. WHEREAS, on November 8, 2022, the voters of the City of Miami Beach approved the issuance of a General Obligation Bond for Arts & Culture (the "Bond") in the not to exceed amount of$159 million; and WHEREAS,on April 28, 2023,the City Commission adopted Resolution No. 2023-32592 accepting the FERC's recommendations and approving Tranche 1 in the not-to-exceed amount of$101,700,000; and WHEREAS, on May 17 and June 28, 2023, the first and second public readings of the bond issuance resolution were held, and the issuance was approved; and WHEREAS, Tranche 1 of the Bond was issued on July 27, 2023; and WHEREAS, the final list of projects approved as part of the General Obligation Bond for Arts & Culture included a $5 million allocation for the Aquatic Sculpture Park Project ("the Project"); 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 WHEREAS, the Project's first phase entails deploying an artificial reef within the boundaries of the area covered by the County Permits; and WHEREAS, the City has requested that the County allow the City to conduct the installation of the artificial reef that is contemplated by the Project's first phase under the County Permits; and WHEREAS, subject to the approval by the County's Board of County Commissioners, DERM 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 a proposed agreement between the County and the City, a copy of which is attached to the Memorandum accompanying this Resolution as Attachment B; and WHEREAS, the County Agreement will be presented for approval to the Board of County Commissioners at its October meeting; and WHEREAS, the Project will be executed by Blue Lab Preservation Society, Inc. ("ReefLine") via a Grant Agreement (the "ReefLine Grant Agreement") that will include an addendum requiring ReefLine to fulfill the City's obligations pursuant to the County Agreement and to indemnify the City and the County consistent with the County Agreement; and WHEREAS, the approval of the ReefLine Grant Agreement is being requested via a companion item (item C7 B) included in the September 27, 2023 Commission Agenda. NOW, THEREFORE, BE IT DULY RESOLVED BY THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, that the Mayor and City Commission hereby approves the Artificial Reef Agreement between the City of Miami Beach and Miami-Dade County("County Agreement")substantially in the form of Attachment B to the Memorandum accompanying this Resolution for the installation of an artificial reef within the boundaries of certain previously approved local, state and federal regulatory permits pursuant to which the County is the permittee; and further, authorizes the Administration to finalize the Exhibits to the County Agreement; and further, authorizes the City Manager and City Clerk to execute the finalized County Agreement. PASSED and ADOPTED this ;7 day of CI 41ber, 2023. Dan Gelber, Mayor ATTEST: SEP 2 8 2023 APPROVED AS TO Rafael E. Granado, City Clerk FORM&LANGUAGE &FOR EXECUTION • I 37k3 "0 City Attorney - Diet