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Artficial Reef Agreement between CMB & Miami-Dade County Z 02 3_ 3f6) ARTIFICIAL REEF AGREEMENT BETWEEN CITY OF MIAMI BEACH AND MIAMI-DADE COUNTY THIS ARTIFICIAL REEF AGREEMENT ("Agreement") is made and entered into this day of by and between the City of Miami Beach (hereinafter referred to as the "City") and Miami-Dade County, a political Subdivision of the State of Florida (hereinafter referred to as the "County"). WHEREAS,the County,through its Department of Regulatory and Economic Resources,Division of Environmental Resources Management (hereinafter referred to as "DERM"), manages artificial reef activities and is the permittee for various local, state, and federal regulatory permits for artificial reefs in Miami- Dade County outside of Biscayne National Park and Florida Keys National Marine Sanctuary; and WHEREAS, the City is requesting to place approximately 188 cubic yards of artificial reef material at the South Beach Artificial Reef Site;and WHEREAS, the City is requesting to conduct this artificial reef work under certain local, state, and federal regulatory permits pursuant to which the County is the permittee and the County has been authorized to conduct certain artificial reef work; and WHEREAS, the County is permitted to conduct artificial reef activities at the South Beach Artificial Reef Site pursuant to: Miami-Dade County Class I Coastal Construction Permit No. 2011-CLI- PER-00185; the Florida Department of Environmental Protection (FDEP) General Permit No. 13- 0402095-001-EG, and the United States Army Corps of Engineers (the "Corps") Jacksonville (SAJ) Permit No. SAJ-2010-01270, as they may be amended from time to time (collectively, the "County Permits"); and WHERAS,the City has represented that all of its artificial reef materials,the City's proposed manner of installation, and all other components of its artificial reef project are in full compliance with all of the requirements and regulations in the above-referenced County Permits; and WHEREAS,the City needs the County's authorization to work under the County Permits and place artificial reef material,and the City has requested such County authorization; and WHEREAS, the City has presented detailed project plans (defined below as the "Artificial Reef Plans") for its proposed work, which are exhibits to this Agreement and incorporated by reference, and the City shall conduct all work consistent with such Artificial Reef Plans; and WHEREAS, this Agreement allows the City to conduct certain artificial reef work wider 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 l 1 County Permits. All such Reports to the permitting agencies of the County Permits shall be made by the County, unless otherwise requested in writing by the County to the City. 14. Notwithstanding anything to the contrary herein, this Agreement shall not authorize the City to do any work not expressly included in the attached Artificial Reef Plans. 15. To the extent that all or a portion of the work included in the attached Artificial Reef Plans will require a modification or change to any of the County Permits after the effective date of this Agreement, the City shall, upon request by the County, prepare all plans and specifications for any such County Permit modifications or changes. In addition, the City agrees to reimburse the County, including but not limited to paying the applicable hourly rate for DERM staff time, for any costs incurred by the County associated with modifying a County Permit in connection with the Artificial Reef Plans. The County will submit such requests for reimbursement to the City together with documentation as to such costs. 16. If the City does not comply with any and all of the applicable County Permit conditions and all provisions of this Agreement and the attached Artificial Reef Plans, including, but not limited to,the requirement that the City submit all required Reports to the County,the County may require the City to take corrective actions, as determined in the discretion of the DERM Director or the DERM Director's designee. Such corrective actions may include, but are not limited to, removing all or part of the placed artificial reef material, providing additional documentation as required by the respective permitting agencies of the County Permits, and reimbursing the County for all of the County staff time used in preparing and implementing any and all corrective actions needed.Any and all corrective actions shall be at the City's sole cost and expense, including the payment of all associated penalties. 17. Additionally, should a federal, state, or local permitting agency require the County to take corrective actions, including, but not limited to mitigation, or pay penalties related to actions or inaction by the City, the City shall be solely responsible for conducting any and all corrective actions and paying any and all associated penalties as required by the respective agency or agencies. In addition, City shall, upon written request by DERM, engage in discussions with the agency requesting these corrective actions and shall keep the County fully appraised of these discussions and shall consult with the County and obtain written approval from the DERM Director or the DERM Director's designee prior to performing any subsequent corrective work under County permits. Any and all corrective actions shall be at the City's sole cost and expense, including the payment of all associated penalties. 18. The City shall keep records which shall include, but not be limited to, project documents, contracts, deliverables, and correspondence. All such records will be retained by the City for not less than five (5)years beyond the end date of this Agreement. This Agreement, with any appendices and attachments, is a public record and is subject to public inspection under Chapter 286, Florida Statutes, popularly known as the "Government in the Sunshine Law". When the City advises the County in writing of the sensitive nature of information claimed to be proprietary,to the extent that Chapter 286,Florida Statutes, allows proprietary information to be withheld from public inspection, the County shall respect the sensitive nature of such proprietary information and not reveal such information only to the extent allowed by law. 19. If the City has questions regarding the application of Chapter 119, Florida Statutes, to the City's duty to provide public records relating to this Agreement, contact the custodian of public records at 305-372-6564, DermRecords@a,miamidade.gov, or 701 NW Pt Court, Suite 300, Miami, FL Page 4 of 11 33136. To the extent required by applicable law,the City shall: a. Keep and maintain public records required by County in connection with this Agreement. b. Upon request from the County's custodian of public records, provide the County with a copy of the requested records or allow the records to be inspected or copied within a reasonable time at a cost that does not exceed the cost provided by Chapter 119 of the Florida Statutes,or as otherwise provided by law. c. Ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized by law for the duration of this Agreement and following completion or termination of this Agreement if the City does not transfer the records to the County. d. Upon completion or termination of this Agreement, transfer, at no cost, to the County all public records in possession of the City or keep and maintain public records required by the County in connection with this Agreement. If the City transfers all public records to the County upon completion or termination of this Agreement, the City shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. If the City keeps and maintains public records upon completion or termination of this Agreement, the City shall meet all applicable requirements for retaining public records. All records stored electronically must be provided to the County, upon request from County's custodian of public records,in a format that is compatible with the information technology systems of County. 20. The City shall provide the County with access to all of its records related to this Agreement and shall provide such assistance as may be necessary to facilitate the review of such records by the County. Additionally, all contracts between the City and third parties for work or materials related to the activities contemplated by this Agreement shall be provided to the County upon request and the County shall have the right to audit records associated with these contracts. The County shall have the right to access all records for not less than five (5) years beyond the end of this Agreement. The City shall make all records or documents which relate to this Agreement available to the County electronically, if so available. 21. Before commencing any construction work authorized under this Agreement, the City shall cause the general contractor that will be performing the work encompassed in the Artificial Reef Plans (the "Project Contractor") to procure, execute, record in the public records of the County and deliver to the County, a payment and performance bond reflecting the County and the City as obligees, in satisfaction of the requirements of Section 255.05 of the Florida Statutes and in satisfaction of the County's and City's bonding requirements, in the full amount of the proposed work for such project. The requirement that the City cause the Project Contractor to provide this payment and performance bond is in addition to all other requirements of this Agreement and shall not be construed as a limitation on the extent of the City's responsibility or liability pursuant to the indemnification provisions of this Agreement. The County will provide standard payment and performance bond forms as needed. 22. The City shall and shall require the Project Contractor to indemnify and hold harmless the County and its officers, employees, agents and instrumentalities from any and all liability, losses or damages, including attorneys' fees and costs of defense, which the County or its officers, employees, agents or instrumentalities may incur as a result of claims, demands, suits, causes of actions or proceedings of any kind or nature arising out of, relating to or resulting from the performance of this Agreement by the City or its employees, agents, servants, partners principals Page 5 of 11 or subcontractors. The City shall and shall require the Project Contractor to pay all claims and losses in connection therewith and shall investigate and defend all claims, suits or actions of any kind or nature in the name of the County, where applicable, including appellate proceedings, and shall pay all costs,judgments, and attorney's fees which may issue thereon. The City expressly understands and agrees and shall require the Project Contractor to agree that any insurance protection required by this Agreement or otherwise provided by the City or the Project Contractor shall in no way limit the responsibility to indemnify, keep and save harmless and defend the County or its officers,employees, agents and instrumentalities as herein provided. The City and the Project Contractor shall each furnish to Department of Regulatory and Economic Resources-Division of Environmental Resources (DERM) (701 NW 1st Court, Suite 400, Miami FL 33136), Certificate(s) of Insurance which indicate that insurance coverage has been obtained which meets the requirements as outlined below: A. Worker's Compensation Insurance for all employees of the City as required by Florida Statute 440. a. As applicable, such worker's compensation insurance should include coverage required under the U.S. Longshoremen and Harbor Workers' Act(USL&H)and/or Jones Act for any activities on or about navigable water. B. Commercial General/Marine Liability Insurance in an amount not less than$1,000,000 per occurrence,and $2,000,000 in the aggregate,not to exclude Products& Completed Operations. Miami-Dade County must be shown as an additional insured with respect to this coverage. C. Automobile Liability Insurance covering all owned, non-owned and hired vehicles, in an amount not less than $1,000,000 combined single limit per occurrence for bodily injury and property damage. D. Protection & Indemnity insurance for any vessels used in connection with the work,in the name of the owner of such vessel(s) in an amount not less than $1,000,000 per occurrence. Miami-Dade County must be shown as an additional insured with respect to this coverage. All insurance policies required above shall be issued by companies authorized to do business under the laws of the State of Florida, with the following qualifications: The company must be rated no less than "A-" as to management, and no less than "Class VII"as to financial strength,by Best's Insurance Guide,published by A.M.Best Company, Oldwick, New Jersey, or its equivalent, subject to the approval of the County Risk Management Division. or The company must hold a valid Florida Certificate of Authority as shown in the latest"List of All Insurance Companies Authorized or Approved to Do Business in Florida"issued by the State of Florida Department of Financial Services. NOTE: CERTIFICATE HOLDER MUST READ: MIAMI-DADE COUNTY 111 NW 1st STREET SUITE 2340 MIAMI, FL 33128 Page 6 of 11 Notwithstanding anything to the contrary herein,the County acknowledges that the City may self- insure for any of the above required coverages and the foregoing provisions are not intended to waive the City's right to so self-insure pursuant to Section 768.28(16)(a), Florida Statutes and other applicable law. 23. With respect to any contractor or other entity or organization that performs any of the work,duties, or other obligations in the Artificial Reef Plans,the City shall require all such contractors,entities, and organizations to indemnify and hold harmless the County and its officers, employees, agents and instrumentalities in the same manner as provided in paragraph 22 above. In addition, for any insurance that the City requires of any contractor or other entity or organization that will be performing any of the work, duties, or other obligations in the Artificial Reef Plans, the City shall require such insurance to name the County as an additional insured. 24. The term"City" shall include the City and its agents and employees. 25. Nothing in this Agreement relieves the City from the need to obtain any other local,state or federal permits or approvals, as may be required. 26. The City shall comply with all present and future applicable laws, ordinances, rules, regulations, authorizations, orders, and requirements of all federal, state, county and municipal governments, the departments, bureaus, or commissions thereof, authorities, boards or officers, any national or local board of fire underwriters, or any other body or bodies exercising similar functions having or acquiring jurisdiction over all or any part of the Artificial Reef Plans. 27. In the event of a breach of any of the provisions of this Agreement by the City, the County may pursue correction action and/or terminate this Agreement, and/or seek to enforce any of its provisions. The remedies that the County may pursue shall be in addition to any other remedy provided for herein or otherwise allowable by law. To the extent that any artificial reef material has been placed pursuant to this Agreement, all of the City's obligations and requirements in this Agreement shall survive the termination of this Agreement. 28. DERM may conduct periodic site inspections of the work to ensure compliance with all the conditions of the Plans, and the City shall ensure that the County has access to conduct any such site inspections. 29. This Agreement shall be effective beginning on the date of execution by all parties. The Artificial Reef Plans may be amended,only after review and written approval by the County,and after being incorporated into this Agreement through a written amendment. 30. No payment from the County or other consideration from the County is required as part of this Agreement. The sole consideration provided by the County to the City for the City's placement of artificial reef material and the work contemplated by this Agreement is the ability of the City and the City's designee to work under the County Permits as described herein. This is agreed to be valuable consideration to the City. 31. The City acknowledges and agrees that the County has no obligation or duty to maintain,protect, preserve, repair, or otherwise care for the artificial reef material included in the Artificial Reef Plans, and in the event that the County is either required by a regulatory agency or elects to move or remove any or all of said artificial reef material, the City shall have no recourse whatsoever against the County and in no event shall the County be liable to the City for damages or any other form of relief. Page 7 of 11 32. Nothing in this Agreement is intended, nor may be construed, to create any rights, confer any benefits, or relieve any liability, of any kind whatsoever in any third person not a party to this Agreement. 33. The City cannot assign its obligations under this Agreement to another party, but may enter into written agreements with third parties to fulfill its obligations hereunder.The County acknowledges that Blue Lab Preservation Society, Inc. (dba ReefLine) and its contractors, including without limitation the Project Contractor, will execute the work in furtherance of the City's obligations hereunder pursuant to written agreement(s),copies of which will be provided to the County. The City shall remain liable for all of its obligations hereunder. 34. All notices required or permitted to be given under the terms and provisions of this Agreement by either party to the other shall be in writing and shall be sent by registered or certified mail, return receipt required, to the parties as follows: As to the County: As to the City: Lisa Spadafina, Director Eric Carpenter, Deputy City Manager Dept. of Regulatory and Economic City of Miami Beach Resources-DERM 1700 Convention Center Drive 701 N.W. 1 Court, Suite 400 Miami Beach, Florida 33139 Miami, Florida 33136 (305)673-7010 With Copy to: Rafael A. Paz, City Attorney City of Miami Beach 1700 Convention Center Drive Miami Beach, Florida 33139 (305)673-7470 Page 8 of 11 or to such other address as may hereafter be provided by the parties in writing. Notices by registered or certified mail shall be deemed received on the delivery date indicated by the U.S. Postal Service on the return receipt. 35. The City shall not make representations about the County's position or role with respect to this Agreement, including, but not limited to, the work proposed in the attached Artificial Reef Plans, or make statements on behalf of the County without prior direction and the County's written approval. 36. Recognizing that artificial reefs are one of the many types of coastal structures that may affect or otherwise impact the coast,and that coordination and cooperation with the County is needed so as to avoid the potential for negative impacts,whether from a particular project or cumulatively, the City agrees to coordinate and cooperate in advance with the County on all proposed artificial reefs and other coastal structures, wave breaks, jetties, hybrid reefs, and any other structures to be located in the ocean, whether such structures are proposed under the County's regulatory permits or another permittee's regulatory permits. These requirements that the City coordinate and cooperate in advance with the County shall apply to all of the above-mentioned coastal structures that are proposed, funded, or otherwise sponsored by the City. Any inadvertent failure to comply with the foregoing requirements shall not be deemed a breach of this Agreement,provided, however, that the City has otherwise demonstrated a good faith effort to comply with the requirements of this paragraph. 37. This Agreement shall be governed and construed in accordance with the laws of the State of Florida. Any litigation hereunder shall be brought in the Circuit Court of the Eleventh Judicial Circuit of Miami-Dade County, Florida. 38. (1) Pursuant to section 2-256 of the Code of the City of Miami Beach, the city has established the office of the inspector general which may, on a random basis, perform reviews,audits,inspections and investigations on all city contracts,throughout the duration of said contracts.This random audit is separate and distinct from any other audit performed by or on behalf of the city. (2) The office of the inspector general is authorized to investigate city affairs and empowered to review past, present and proposed city programs, accounts, records, contracts and transactions. In addition, the inspector general has the power to subpoena witnesses, administer oaths, require the production of witnesses and monitor city projects and programs. Monitoring of an existing city project or program may include a report concerning whether the project is on time, within budget and in conformance with the contract documents and applicable law.The inspector general shall have the power to audit, investigate, monitor, oversee, inspect and review operations, activities, performance and procurement process including, but not limited to, project design, bid specifications, (bid/proposal) submittals, activities of the contractor, its officers, agents and employees, lobbyists,city staff and elected officials to ensure compliance with the contract documents and to detect fraud and corruption. Page 9 of 11 (3)Upon ten days' written notice to the contractor, the contractor shall make all requested records and documents available to the inspector general for inspection and copying. The inspector general is empowered to retain the services of independent private sector auditors to audit, investigate, monitor, oversee, inspect and review operations activities, performance and procurement process including, but not limited to, project design, bid specifications,(bid/proposal)submittals,activities of the contractor,its officers,agents and employees, lobbyists,city staff and elected officials to ensure compliance with the contract documents and to detect fraud and corruption. (4)The inspector general shall have the right to inspect and copy all documents and records in the contractor's possession, custody or control which in the inspector general's sole judgment, pertain to performance of the contract, including, but not limited to original estimate files,change order estimate files,worksheets,proposals and agreements from and with successful subcontractors and suppliers, all project-related correspondence, memoranda,instructions,financial documents,construction documents,(bid/proposal)and contract documents, back-change documents, all documents and records which involve cash,trade or volume discounts,insurance proceeds,rebates,or dividends received,payroll and personnel records and supporting documentation for the aforesaid documents and records. (5) The contractor shall make available at its office at all reasonable times the records, materials, and other evidence regarding the acquisition (bid preparation) and performance of this contract, for examination, audit, or reproduction, until three years after final payment under this contract or for any longer period required by statute or by other clauses of this contract. In addition: i.If this contract is completely or partially terminated, the contractor shall make available records relating to the work terminated until three years after any resulting final termination settlement; and ii.The contractor shall make available records relating to appeals or to litigation or the settlement of claims arising under or relating to this contract until such appeals, litigation,or claims are finally resolved. (6) The provisions in this section shall apply to the contractor, its officers, agents, employees, subcontractors and suppliers. The contractor shall incorporate the provisions in this section in all subcontracts and all other agreements executed by the contractor in connection with the performance of this contract. (7)Nothing in this section shall impair any independent right to the city to conduct audits or investigative activities.The provisions of this section are neither intended nor shall they be construed to impose any liability on the city by the contractor or third parties. Page 10 of 11 IN WITNESS WHEREOF,the parties hereto have caused this Agreement to be executed by their duly authorized representative(s) on the latest day and year noted below. CITY OF AMI BEACH By: IiJ ty Manager Date ATTEST: MAR 1 9 2024 By: City Clerk Date Print Name: ANADO APPROVED AS TO Rat=Acl E.OR FORM & LANGUAGE & FOR EXECUTION MIAMI-DADE COUNTY 3 lie /-407.4- rer City Attorney Date By: Mayor or Mayor's Designee Date ATTEST: Juan Fernandez-Barquin, Clerk of the Court and Comptroller By: (Deputy Clerk Signature) Print Name: Date: Page 11 of 11 EXHIBIT A 1. Project Statement 2. Artificial Reef Project Map/Plan 3. Detailed description and/or plans of each proposed unique artificial reef element 4. Selected deployment contractor 5. Location 6. Project Budget 7. Project Timeline 1. Statement as to the purpose and goals of the artificial reef project and how the project will provide net benefits to the marine environment and stakeholders. The ReefLine is a non-profit project envisioned by BlueLab Preservation Society, as a car sculpture artificial reef deployment situated approximately 600-feet off the Miami Beach shore. It is a singular investment in civic infrastructure, public art, and environmental protection that will pay dividends over the coming decades and attract ecologically-minded tourists and lovers of art. The ReefLine will demonstrate to the world how tourism, artistic expression, and the creation of critical habitat can be aligned. It collaborates with leading partners in artificial reef structure design and deployment such as Coral Morphologic, Ocean Rescue Alliance International (ORAI) and University of Miami (UM). This extraordinary endeavor will grant unrestricted access to experience Miami's rich marine biodiversity. The ReefLine consists of 22 concrete car reef modules designed by artist Leandro Erlich, and modifying an area previously permitted by DERM for deployment of artificial reefs. In 2003 a Municipal Resolution (#2003-25203) was passed by the City of Miami Beach in support of this area to serve as a site of artificial reef deployment. The two- decade-old Jose Cuervo Reef serves as a proof-of-concept for how artificial reefs can attract snorkelers and create habitat in the sandy area within swimming distance from shore. Implementation of The ReefLine follows the receipt of a $5M grant in November 2022 through the Arts and Culture General Obligation Bond approved by Miami Beach voters. The City of Miami Beach's strong commitment to environmental preservation and support for innovative projects like the ReefLine is a driving force behind this groundbreaking initiative. Exhibit A, Page 1 of 8 2. Artificial reef project map/plan. The Phase 1 construction plans, inclusive of a project map, prepared by Cummins Cederberg. Inc., are referenced in Exhibit A as Attachment 1. 3. Detailed description and/or plans of each proposed unique artificial reef element including but not limited to material type and dimensions, how each element will be arranged, stacked, or otherwise secured to one another, and how the material and arrangement complies with all County Permit conditions. The proposed construction method for the 22 concrete car reef modules consists of a concrete monolithic base and concrete vehicle shaped shell. The concrete shall be 4000 psi with basalt fiber reinforcement. The base and shell shall be joined with interlaced rebar. A steel rebar"cage" shall reinforce the concrete vehicle shell. This rebar cage will extend into the base and be tied to steel reinforcement rebar located in the base. It is intended that the vehicle shape be cast into a multi part mold consisting of an exterior and interior mold shape. Once the cast is cured, the mold parts are removed, and the shell cast is lowered into the open form from which the base slab will be created. Rebar reinforcements projecting from the underside of the shell form will be interlaced into rebar reinforcements inside the base slab form. Then the base slab form will be filled with additional concrete thus encapsulating the bottom of the shell form and thereby creating the interior chamber which will be flooded with seawater during deployment. The materials that will be used for construction of the 22 concrete car reef modules are free of soils, oils, and greases, debris, litter, putrescible substances and other pollutants. There will be no "white goods" (inoperative and discarded refrigerators, freezers. ranges, water heaters, washers, and other similar domestic and commercial appliances), asphalt material. tires, and other polluting materials used in construction of the reef. The material composition of each prefabricated module consists of pH neutral concrete with fiber and heavy gauge steel reinforcement. The elemental breakdown for the pH neutral concrete is broken down below. Major components: • Calcium Sulfoaluminate Cement (CSA) • Ground calcium carbonate • Ground silicate • Nano silica • Microfiber basalt • Ph neutral water Trace components: • Calcic plagioclase • Feldspar • Pyroxene • Olivine Exhibit A, Page 2 of 8 As proposed, the concrete mix to be used to create the shell form is known as UHPC or Ultra-High-Performance Concrete. This material is many times stronger than conventional concrete with a compressive strength up to 29,000 psi. More information about this material can be found in Exhibit A, Attachment 2. The shell form will be reinforced with a web of#3 rebar approximately 12" oc ew. Additional steel mesh and basalt fiber reinforcements will be dispersed throughout the material matrix. These reinforcements will be continuous throughout the shell and base slab. Three reinforced interior support walls, as noted on page 4 of Reef Cells shop drawing (Exhibit A, Attachment 3)will be added to provide additional rigidity to the cast shell form. Typical UHPC characteristics: UHPC Strength Compressive: 17,000 to 22,000 psi, (120 to 150 MPa) Flexural: 2200 to 3600 psi, (15 to 25 MPa) Modulus of Elasticity: 6500 to 7300 ksi. (45 to 50 GPa) UHPC Durability Freeze/thaw (after 300 cycles): 100% Salt-scaling (loss of residue): < 0.013 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.scheydaquiceoffshore.com Go America Contact Information: Robert Carmichael Ph: 337.735.3856 Email: goamericaaquiceoffshore.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 INFRASTRUCTURE & LOGISTICS Production of 22 Concrete Car Reef Modules (Leandro Erlich) $764,445 Underwater Deployment/Installation (Offshore transport and placement of modules via vessel and crane) $100,000 Trucking transportation of structures to vessel $30,000 Capital Project Manager / Owner's Rep $108,000 Marine Construction and Logistics Operations Coordinator $54,000 Marine Construction Services $30,000 Natural Resource Restoration/ Coral Resiliency Lab $40,000 Marine Buoys $33,000 Signage/Educational Information $25,000 SUB TOTAL $1,184,445 PERMITTING, TESTING, INSURANCE AND LEGAL FEES Coastal Marine Engineering Partner Permitting and Surveys $50,000 Insurance $25,000 Legal Fees $22,500 SUB TOTAL $97,500 ARCHITECT & DESIGN Architect Fees $20,000 OMA Master Planning $25,000 Material Expert Consultant $10.000 SUB TOTAL $55,000 MISCELLANEOUS Prototypes (Transportation, etc.) $18,000 Miscellaneous Project Expenses $27,000 SUB TOTAL $45,000 SUB TOTAL PHASE 1 $1,381,945 Contingency $207,292 Total Budget+Contingency $1,589,237 Exhibit A, Figure 1. Phase 1 Project Budget. Exhibit A, Page 7 of 8 7. Proposed project timeline(s) and implementation schedule(s). Please reference Exhibit A, Attachment 6 for the Project Schedule. Note the deployment must be completed by March 14, 2026, per USACE NWP#SAJ-2010-01270(NW-AG). The FDEP General Permit #13-0402095-002-EG expires May 3, 2027, and the Miami-Dade County DERM permit#2011-CLI-PER-00185 was extended through July 17, 2029. Exhibit A, Page 8 of 8 EXHIBIT A, ATTACHMENT 1 - CONSTRUCTION PLANS THE REEFLINE ARTIFICIAL REEF PROJECT CITY OF MIAMI BEACH, MIAMI—DADE COUNTY, FLORIDA 4' s:1,.., ,F SHEET INDEX § .. - SHEET NUMBER TITLE ( Z j CM-1.0 COVER SHEET Q CM-1.1 GENERAL NOTES W �/ - .. -� CM-1.2 LOCATION MAP 0 O CM-1.3 EXISTING CONDITIONS PLAN ARTIFICIAL REEF FIRST DEPLOYMENT LAYOUT GULF OF CM-z.o PLAN MEXICO . _ - CM-2.1 ARTIFICIAL REEF TYPICAL SECTION VIEWS FLORIDA Z CM-2.2 COMPACT VEHICLE STRUCTURAL DETAILS QIt CM-2.3 MIDSIZE VEHICLE STRUCTURAL DETAILS Q SPORT UTILITY VEHICLE STRUCTURAL PROJECT CM-2 4 DETAILS LOCATION �� UAL ''''',-..,-.. s.:;- .,7,. .,,r-i. --- PROJECT LOCATION JORDosP CHEIFET PE n28 H IHIE DAM NAP BEEN D...Mu,SCOW A.SEALED WPM,.P CHOW, CN THE DATE ADJACENT—YU THE SEAL PRINTED COPES OE/KS DOCUMENT SIGHED AND a SEALED AW E ECIRON wEDES I iCLIENT ENGINEER : BLUE LAB CUMMINS CEDERBERG 81 ALWAYS ACALL BELOW PRESERVATION KNOW BEFORE YOU DIG aCoastal&Marine F.n�ine�:rinp 1 } SOCIETY \ � , It's fastIrs o-ee.irsthelaw 41 MIAMI II FORT LAUDERDALE www.callsunshine.com 3i JUPITER•TALLAHASSEE.ST.PETERSBURG f TEL:+1 305-741-6155 FAX:305-974-1969 WWW.CUMMINSCEDERBERG.COM RE---VISION TATE NOTE COVER i __ SHEET 1 OF a 1,M0.0 GENERAL NOTES: SUPPORT RENFORCNG EXPOSED To WEARER ALL REINFORCING STEEL SHILL BE ACCURATELY LOCATED P" Y AND FEATLY HELD IN PLACE BEFORE AND DURING THE PLACEMENT OF CONCRETE THE REEFLINE HE WORK CONSISTS OF FURNISHING ALL CONSTRUCTION,LABOR.EQUIPMENT AND MATERIALS MD PERFORMING 1.5 CONTRACTOR SHALL ADVISE ENGINEER Of THE REQUIRED REINFORCING STEEL SITE RENEW AT LEAST 24 ABBREVIATIONS ARTIFICIAL REEF ALL OPERATIONS IN CONNECTION WITH DREDGNG OF THE LOCATIONS SHOWN ON THESE DRAWS AND HOURS PRIOR TO PLACING OF CONCRETE. ACI AMERICAN CONCRETE INSTITUTE PROJECT SPECIFIED IN THE CONTRACT DOCUMENTS.RICLUSNG IECHMCAL SPECIFICATIONS A$TN AIERLMI SOCIETY FOR TESTING AAIO MATERIALS Awn. NO CONSTRHCTION SHALL COMMENCE UNTIE ALL REWIRED PERMITS AND APPROVALS HAVE BEEN SECURED AND ENVIRONMENTAL NOTES. CITYwOF MINA BEACH THE CONTRACTOR WS BEEN GSA!)NOTICE TO PROCEED. B BOTTOM 3 ATTENTION 2 DIRECTED TO THE FACT THAT THESE PLANS MAT HARE CHANGED N SITE BY REPRODUCTION.THIS 1 FDEP.USAGE.AND LOCAL PERMITS COVER THE PROJECT ALL CONDITIONS OF THE PERMITS.ANT EXEMPTIONS CONC. CONCRETE MIAMI-DADE COUNTY,FLORIDA SHOULD BE CONSIDERED WHEN OBTAINNG SCALED DATA ALL%EN51ORS ON PLANS ARE SUBJECT TO SHILL BE ADHERED TO woeCENT CONTINUOUSCONTINUS VERIFTCATNON N THE FELD 1. CONTRACTOR SHALL COMPLETE WORK N ACCORDANCE WITH TECHMCAL SPECIFICATIONS AND REGULATORY BLUE LAB A IT IS THE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPLICABLE COOES AND AUIHORFTES!HANG PERMITS CONED CONTINUED PRESERVATION JURISg:BON ANY DGCREPMICIES IN TIE PLANS WITH FELD CONOOIONS SHALL BE BROUGHT TO THE OWLS DOWELS MNEDMTE ATTENTION OF THE ENGINEER.CONSTRUCTION SHALL NOT CONTNUE,RTIL THE ENGWEER HAS EF EACH FACE SOCIETY ADDRESSED TIE DISCREPANCIES 5 THE WOW INCLUDES THE THE NSTM ATION OF 22 PRECAST CONCRETE ARTIFICIAL REEF NODDLES FDEP FLORDA DEPARTMENT OF EWRONM VITAL PROTECTION MORE. FOOT FLORIDA DEPARTMENT OF TRANSPORTATION XIAENAIgHONEYLAB.ART SURVEY NOTES K51 KIPS PER SQUARE INCH MHW MEAN INCH WATER ENGINEER BRG SEGMENT DATA COLLECTED HO CUMMINS CEDERBERG.INC.AUGUST 1020. MN MNIMLM m 8.0.1&LNW NNW EI DNRRTO AUGUST 2. BATHYMERIC DATA COLLECTED BY CUING CEDERBERG.INC.AUGUST 2020. MLR MEAN LOW WATER A+ALNwIRPAC*F(L Surf RSI ]. BAROMETRIC DATA REIENOM.E DATUM IS NAVE 88. NAVE NORTH AMERICAR VERTICAL DATUM rti 1 W314,5„55 FA FL x.1 305.013,19130 A. IMAGERY COLLECTED FROM ESRI WORLD IMAGERY DATED MARCH 2019. eGElvee+c ww BENTNC SURVEY CONDUCTED BY CONIN S CEDERBERG.INC.AUGUST 2020. NGVD NATIONAL GEODETIC VERTICAL DATUM WYVN mn4 S. REFERENCE ELEVATION PROVIDED BY ECS LAND SURNERYORS TAB CC N.52O871.O5 E.942236.83 Z,13.49.E PERA PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS ELEVATION PROVIDED BY ECS LAND SUWERYORS TUB CC N:52O87105 E 942236.83 2:1349_ P51 PO5N0S PER SOWRE INCN :I'IVBINS I CEDERDERG T TOP ,AI8.Home EngtwNmg TIDAL DATA TOW TYPICAL 1 PUBLISHED TIDAL ELEVATIONS ARE SHOWN N THE CONSTRUCTION PLANS.CONTRACTOR MAY MID TO ADJUST USAGE UNITED STATES ARMr CORPS OF ENGINEERS HIS WORN PUN TO ACCOUNT FOR ARML WATER LEVELS AND CHANGING WATER LEVELS.TIE SITE MAY BE ONO LIMBS NOTED OTHER'WiSE SUBJECT TO v.MABLE WAVE AND SURGE COMMONS AND 0 IS 111E RESPONSIBILITY OF THE CONTRACTOR 70 W/C WATER/LEMENT RATIO PROVIDE TEMPORARY SUPPORT FUR MARINE SIMXTIRES AND SHOELWIE DOTING CONSTROTON.IOTA DATA OBTAINED FROM 872311E VIRGINIA KEY SYMBOLS LEGEND iy CONCRETE. 1 I FORMS FOR TAM WORK SHALL 9E MADE R E OF EITHER WOOD OR METAL THEY SHALL BE STRAIGHT AND FREE OF DETAIL NUMBER HARP DR BENDS.THEY SHALL HAVE:.UfFICIENI STRENGTH ANC RIOIIIIT,,WHEN STALED.TO RESIST THL PRESSURE OF THE CONCRETE WITHOUT SPRINGING.IF WOODEN FORMS ARE USED,THEY SHALL RE OF OELML WLIDI ALEIWIATE SECTION AND SHALL HAW A FLAT SURFACE ON TOF FORMS SHALL NAVE A DEPTH AT LEAST EOUAL .0 T TO THE VERTICAL DIMENSIONS FOR THE DEPTH of THE CONCRETE BEING DEPO5OE0 AGNNST THEM.WHEN SHEET WHERE- READY FOR THE CONCRETE TO HE DEPOSITED.THEY SHALL NOT TATOY FROM THE APPROVED LANE AND(HARE DETAIL IS SHCNIN ANL SHALL BE KEPT SO UNTIL THE CONCRETE HAS SET. ' 2 JUST PRIOR TO PLACING THE CONCRETE ANY WOODEN PURRS SHALL BE MOISTENED AND ALL STEEL --DIRECTION OF VIEW REINFORCING SHALL BE RINSED WITH FRESH WATER THE CONCRETE SHALL BE PLACED IN THE FORMS AND / FOR SECTION CUT TAMPED IN PLACE SO THAT ALL HOIYLOMFIS WILL BE ELIAINATED AND SUFFICIENT MORTAR BOUGHT TO A SMOOTH EVEN RASH IS MEANS OF A ROAR NO CONCRETE SHALL 8E POURED DURING UNFAVON ON BLE WEATHER OR SEA CONDITIONS SECTION LETTER- E. ALL STEEL SHALL NAVE A MINMUM O 3 NCHES CONCRETE COVER.UNLESS OTHERWISE NOTED.NO OWNS Ark OR OTHER METAL SHALL PROTRUDE FROM SURFACE OF CONCRETE ------- SECTION cuT A42O 5. CAST-N-PLACE CONCRETE SHALL NE A MNINUM Of 5,000 PSI CUMPRESSNE STRENGTH AT 28 DAYS.WATER CEMENT RATIO IW/C EW SHALL BE LESS THAN OR AL 70 0.E PRONOE Mx DESIGN FOR A CLASS N SHEET WHERE SECTION IS— CONCRETE FOR AN EXTREMELY AGGRESSIVE(RAPINE)ENVIRONMENT IN ACCORDANCE WITH POET SPECIFICATIONS. SHOWN PROVED SUFFICIENT AMMO OF FLY ASH AND SILICA FUME TO THE CEMENT CONTENT CONTRACTOR SHALL PROVIDE MX DESIGN TO ENGINEER FOR APPROVAL 10 DAYS POOR TO CONCRETE PLACEMENT 8 NO WATER SHALL BE ADDED TO CONCRETE AT THE.JOB SITE UNLESS AUTHORIZED RI THE ENGINEER OR SPECIAL INSPECTOR COMPONENTS NOT CONSTRUCTED ACCORONG TO 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 C UAFORIA MOTH.FREE FROM HUMPS,SAGS.OR OTHER IRREOILNHTTES EXCEPT AS WOOED IN THE PUNS.THE CONTRACTOR SHALL 8 REPLACE ANY DEMENT SEGMENTS {{ 9. CONCRETE FORMAURKERS AND PNISIERS: yyyA TIE CONTRACTOR OWL 'SUPPLY I SUFfICENT NUMBER OF EIPErIENCED CONCRETE WINNOWERS AND i RASHERS IN OR ORDER TO COMPLETE THE WK.A CONCRETE FORUM WHO HAS A THOROUFH UNOERSTANDNG WE f OF RE PLANS.SPECIFICATIONS AND REFERENCED SPECFICATONS SHALL SUPERVISE ALL PORYWORKERS AND 2 RASHERS NO SUB-STANOARO WORKMANSMP MILL BE ACCEPTED. I 10. CONCRETE TRANSPORTATION CONCRETE DELIVERED FROM A HEADY Mx PLANT SHILL BE TRANSPORTED N ACCORDANCE TO FOOT SECTION W $ 545-13.CONCRETE THAT IS NOT PLACED IN THE FONT*OM THE SPECFED Ilk LIMOS WILL BE REJECTED 8 2 AND NOT INCLUDED IN TIE WORT CONTRACTOR SHALL BEAR ALL COSTS FOR REJECTED CONCRETE CONCRETE yy J. SHALL NOT BE PLACED IN THE FORMS UNTIL THE RUNFORCNG STEEL PLACEMENT HAS BEEN APPROVED BY d HE ENGINEER. VERTICAL fftt Station ion ID 87723214 GC PROJECT NO'ANAB dREINFORCEJAENT. GKEGNwo ...lF j MHW UNE LE ONµ p I.I. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615.GRADE 60.DEFORMED OARS FREE FROM WOO sHEETTmE I LOOSE RUST AND SCALE ! 11 RENFORCNC STEEL.SUPPORTS.AND TIE WIRE SHALL BE HOT-DIPPED GN.VANNED N ACCORDANCE WITH GENERAL NOTES A51N 4787 Z ,3 Mix OR CHROMH 4100 STEEL CAN BE USED AS AN ALTERNATE TO HEIR-OPPED GAVMIREO STEEL Al S CONTRACTORS OPTION. SNEER 2 Of 9 5 I A. STEEL SHALL B PLACED AS SHOWN IN THE PLANS.ALL ACCESSORIES SHALL BE PLASTIC ONLY TO .TEE T MLR UNE MS CM-1.1 I; PROJECT 100E w:wX 9.3000 .w,« »,,x THE REEFLINE -"--.. T. - _- ._. ._r.-..._. _- _._. . _ - .--- -.._ ARTIFICIAL REEF PROJECT I ADORE. CITY OF MIAMI BEACR MIAMI-OADE COUNTY,FLORIDA 4EN3 BLUE LAB * PRESERVATION SOCIETY y< _ «� DIRECTiDN Of VIEW 1'. O 400 XIMENA Am°Fes FOR SECT GRAPHIC SCALE ON CUT _ �NONEYLAB ART 9a (22X34)1.=200 (b N 524231 B- (11X17I C=400' ENGINEER E983168.3 CUMMINS CEDERBERG . Y7 006373A4.WNM:EM..NE 8908 N5240759- .2CORAL G rEScFL33EMu sol ` E9831138 \`--N5241 W.9 _ 305 7..0.65.F...1 3ose w9 . EB4SI83.7 wryercuwiNscsoEN6mG mN7< CO,'E 2EUR T - - --_ <l1MMINS!CEDEROER, PROPOSED ARTIFICIAL REEF DEPLOYMENT AREA ..wW t<A1u158 EngNee.ing 93 ." N323639.8 I 1 E S43326.9 N N 6235644 E 943713. MARJORY 8 BMAN DOUGLASP ATLANTIC OCEAN ' y AS • �N 5230W.0 E 943871.3 . 0. I, 2I'- E4 da ;, -N 372721.0 . . E M39022 - - ,13 ARTIFICIAL REEF DEPLOYMENT AREA l __ LONGITUUDE LATITUDE V "' POINT NO. X(NA083) Y(NAD83) LONGITUDE(VY) LATITUDE(N) NGI DEC9AAl - DEGREE DECIMAL MIN. DEGREE DECIMAL MIN DECDEGREES DECIMAL s ° • 1 943166.349 524231.821 -80°07.67333' 25°46.39562' -80.1278888° 25.7732603° E !s~y r - T .-- 2 943453.723 524197.939 -80°07.62098' 25°46.38971' 40.1270163° 25.7731619° /14 jSbgjl 3 943326.948 523639.317 -80°07.64477' 25°46.29764' -80.1274128° 25.7716273° cc 23o3E«000 WI. - 4 943713.099 523553.988 -80°07.57447' 25.46.2E313' -80.1262412° 25.7713856. CHECKED 10 19. 1.4, 5 943671.275 523000.044 -80.07.58277 25°46.19174' 40.1263795° 25.7698623. NKFI3RE 3°91°n9x ` - 6 943002.821 522723.042 -80°07.70496' 25°46.14675' -80.1284160° 25.7691125• - s�� i LOCATION MAP GOVERNMENT OR }� ° 1 7 943113.607 524075.86(10 -80°07.68313' 25.46.36993' -80.1280522° 25.7728322° 1.i w + I S EET 3 ° . . . 41�0 N,Po . . . . 9 oFF I . ` EME00 awm C M-1.2 MEOW NMI MaJM NMM TA THE THE REEFLINE /•(i '' — ARTIFICIAL REEF Ie' PROJECT i/ PROPOSED ARTIFICIAL LEGEND: _ /I I / / REEF DEPLOYMENT LIMITS OF PERMITTED AupeEzg. LOCATION ARTIFICIAL REEF CITY OF MIAMI BEACH. \ DEPLOYMENT AREA MNM4DADE COUNTY.FLORID / ® EDGE OF IWRDBOTTgA r, �l 5 / / 5 if!....,), BLUE LAB i I;'yI,I� T SA SEDIMERTPROREIDMO PRESERVATION M (2.50) THICKNEss - o �o eo SOCIETY - /,. I I AI • GRAPHIC SCALE _ IH BATHYMETRICCONTOU (31%]aI t'�a0' yfyy� q 1 �`pr ��e'—�' (11%1T)1'=BP %IMENA�HONEYLAB.ART • • ENGINEER / i M • REEFLIISEIEDSARITFICUL - CUMMINS CEDERBERG • �' ..�. COASTAL awmrE ENwJe>:�a if 1AuwrR scwC;�e sual FL 3.31.14 T �, —- - . CORAL MMNSCECERBEAG COM�a tPY ERNE PROPOSED ARTIFICIAL 1� !I mA Ec DEPLOYMENT AREA • 1111 hi1NY I c'I:UF.It ISl.lt,, In.•w• aDl i " wui G M,Wnc f:JRFI E A Y. i ;_" I ry 1' t=ARAM acwI // j I ; �, �. Y Hw 2xT7 ZOD,D, - /�I / j gg _ - — � R I \ -'•. S V y � aA� J / / WEI P.EuI�•Ia I' �I flll l // • • It(rxT1 Jff '.Y� / / j EXTENSIVE ROPE TANGLE A / OLD TIRE �• • / SPARSE Y LONG SINGLE RUNNER 'Z M 1 / / TI i. /...orxn/1 ii395.5' -24 I h I CC PROJECT NO i yy. fE V J / i / j/ / 0- ' crEaEo rnP i / SCALE 1 4,01%1) / M ww j ;I / F� EXISTING . % %-• CONDITIONS PLAN / \ - SMFEr . MOM MM1a .or. MOM MN CM-1.3 I PROJECT , 19355111519 , . MENA , , IMMO . THE REEFLINE ARTIFICIAL REEF N 524192.8 PROJECT . . _ E943404/ N62M99.3 .. ADDRESS i • . e 9 .I. CITY OF MIAMI BEACH. 3 \ 24.I lYP. .. N 524169.3 --------...,-...._. 0 6 17 MIAMI-DADE COUNI-Y.FLORIDA CLIENT \ .1 E 943413.7 , BLUE LAB . N 524192 8 1 j I 1 GRAPHIC SCALE , (22834)I'•6' PRESERVATION . s E 943396 7 144.41. .. / 011(17)17•12 SOCIETY \ r— ! \ . ' N 524188.3 ACORESS . E 943395 7 i - XIMENAOHONEY)A8 AR T '94,-1' 9] / ' 2) , ENGINEER 95241883 E 943387 7 . ' CUMMINS CEDERBERG COASTAL&MARNE ENGINEERING 201 ALNAIAIIRA CeCL E SUITE SO, CON.GABLES FL 33139 - . TEL•I 905 3.1.3136 FA.,•1 303 0,1305 , . WOAN CUIANINSFXDERSE RD COSI . I COA•NOIR 1 1 .....- I . eV ' , • 1 . • . I - . :1 4,i•. . . ''.4:, .1 . . . . 1\ • . . . . . \ '•• ' . . . ,..- .. . .., 1:141)I, % MODULES CENTER COORDINATES , \ . / ' \ . - I ; . MODULE NO. NOR-11414G EASTING . I. 1; , .1 I 1 524152 943392 1.0 .,. . 2 524188 943401 . 3 524183 943410 5 .• ,,-, , a 4 524170 943392 5 524176 943401 . , 6 524171 943410 „ ; 7 524157 3392 _is).1 943392 ; e 524164 943401 . , ., 9 524159 943410 I - 1 -- • (16, . 10 524145 943392 r - - 11 524152 943401 5 DEPLOYMENT DEPLOYMENT AREA —5.-- TOLERANCE 12 524147 943410 . 13 524134 943392 4 66) 14 524140 943401 . 15 524136 943410 - 16 524121 943392 1 , 1 . . — ! 17 524128 943401 R 18 524123 943410 g N 52.4104.3 19 524109 543392 f 20 524116 943401 cc macr to-ow _ i LEGENC : 0134401 ,,,,, 10 arm-fl — # ' ,• 21 524110 943410 00.0080 p.), N 524104.3 ' ' r COMPACT VEHICLE NI TOTAL) SCALE PA Nes. 1 ; E 943387.7 _L____ J i , ,, , 22 524104 943401 3 --.-1 , I—.--- 1 ., MIDEIME VEHICLE(5 TOTAU 3 ARTIFICIAL REEF I - N 524104.3 943396.7 I I I J N 624104.3 E 943406 i.7 i aanj SP TI CRT UOTY VEHICLE 61 TOTAL) . FIRST DEPLOYMENT E LAYOUT PLAN A N 524096.8 BATHYMETRIC ELEVATION CONTOUR Y N 52409E66 E 943404 7 -21 SKEET 5 OF 5 • • _________---•----_________---• •E 943366.7 ; CM-2.0 I . — . • • • • " • . . . • • . . • • 0.. 4654104 /11414e10 • 20.1.050 0 THE REEFLINE ARTIFICIAL REEF PROJECT ADDRESS CITY OF MIAMI BEACH. F as -I MWAI-0ADE COUNTY.FLORIDA CLEW mil; BLUE LAB i I-1' ro o. ,.e1 as sociETY XIMEE66 ti„ .,� ice' XIMENA@HONEVUB ART IT A It EDGE t1R1 �i' tJ BEAM.TYP.� n� I ENGINEER (-1_. 'T�A4P"'Y` t'nAB I - CUMMINS CEDERBERG Ir, T ar CONCRETE - EOAITAL AMNOE EN31NEEMNG NI STING SEAeEo .... .... ,-"'^,:i a o•- •L15ES 1FXTEI 06 656 FAX,3016 eec 10.0 3 a wW OUNANHCEDBISBIG LON cOA•now Irx 1r BEAK TYP. CUM,MINS I CEDERBERC Comul&Maine EnewenIg COMPACT PROFILE VIEW COMPACT FRONT VIEW as ,, N. . J - :• , 7 1 H 11 - 1.r. ..e z "tf;. iceB'-FL�l .-.' ,•,, trx E �..S�QYB[TE ••. r a COiCREtE My - /EXISTING SEABED _ .. ",'•'.Y EX' e' p,- - .. is x Sr.-% BEAM,TT MIDSIZE PROFILE VIEW MIDSIZE FRONT VIEW a' ...t_. sta• r___ , . .A, ....... -....„ k 1r X 17E00E- Lys `T r � BEAM, P , n � • CONCRETE .. 5 ~. DUSTING SEABED .. .EXISTING SEABED 9 12.0 1 — BD— --- cc vRDEo tax Irxie- ; BEAM.TYP. CNECXED pow 2 SCALE AS No.I SPORT UTILITY VEHICLE PROFILE VIEW SPORT UTILITY VEHICLE FRONT VIEW ET TITLE ARTIFICIAL REEF 1 ..,..xNENn TYPICAL SECTION d VIEWS ti NOTES BEET S of E B I VEESCLES ARE SHOWN FOR REFERENCE ONLY MODEL,SHAPE.AND B DETAIL SHALL BE COORDINATED WITH OWNERS PRECAST ARTIFICIAL REEF MODULE VENDOR:REEF CELLS.P O BOX 1121 BOYNTON BEACH FL CM-2.1 E 33425 1d00-T)1-4595 PROJECT wYw THE REEFLINE , A ARTIFICIAL REEF PROJECT \\ CITY OF MAIM BEACH. MIAMI-DADE COUNTY.FLORIDA CLIENT BLUE LAB PRESERVATION SOCIETY mREss xIMENA®HONE`LAB ART ENGINEER CUMMINS CEDERBERG WABTAL SPARE ENGINEERING ALHAMBRA CIRCLE SUITE CORAL EOERBERG COM' CA.1100 CUMMINS I CEDERBI:RG / CNdd&Menne®ngineenng / 00 p@IrJ 1 1 1;:r T00.-- - ' -I COMPACT SLAB REINFORCEMENT PLAN INTD�Ume 0 1 3.0 7 I ++a 12.AND IN LINE--I J WITH EXTERIOR BEAM iREINFORCEMENT I g NI STIRRUP®4'-, �S I ir� ^ MAINTAIN 7"CLEAR 1.--- — - ------- --— SLAVER 6-7 —0 F n . o W—• F . e . . c . ,. •. a > I < cc PROJECT MO.a`OMAN r CLR� < a I 00 I CHECKED Reno j T'P o u aR,awx 5 el O' s cETTmE MISS BARB— I COMPACT VEHICLE h._'r IN�BWM TP I STRUCTURAL I I00 DETAILS A s SECTION A SECTION SNOW RUM N rl BIEET IIp"'3 CM-2.2 PROJECT THE REEFLINE E6®10•-, ARTIFICIAL REEF \\ PROJECT 41) CITY MI€COUNTY.BEACH M -DDDRESS E FLORIDACt ENT \ ,.... -_ __ BLUE LAB PRESERVATION SOCIETY ADDRESS XIMENACHONE VLAB.ART ENGINEER CUMMINS CEDERBERG CCASTAL ENGINEERING 201 RN6RA CIRCLE SUITES°, CDRAL GABLES FL 33,34 CUMMINS;CLDERBERG CANAa1&Mame Engmesmg 7,7 ID «e,r i MIDSIZE SLAB REINFORCEMENT PLAN • 7 ROWS OF MI INTO 9CUU411111E i i ff § I 3.0 HQXT 12'AND EXTERIOR BEAM 26 $ N1TH E%TERIOR BEAM a •I REINFORCEMENT f. « ®STIRRUP r17 I 17—� I 0 MAINTAIN 3"CLEAR CC PROJECT ND Rue COVER r7 - s . . !r7 • . . t . . R CNEETED ocno ^ •, 0002 .. { 3 Cl/l T / N a u $.O I •NEETTINE VEHICLE TM. J/ MIDSIZE VEHICLE ISTRUCTURAL 1HF5BARS- • I Mt1a /11.a � �� I DETAILS WlMulu SECTION/ n \ SECTION/ 0 1 .may..' «EE7 • a ��1J CM-2.3 PROJECT THE REEFLINE ie.w ARTIFICIAL REEF Q PROJECT ADDRESS CITY OF MIAMI BEACH. MIAMI.OADE COUNTY.FLORIDA CLENT _ BLUE LAB { PRESERVATION SOCIETY REDRESS XIMENAOHOEIEYLAB ART ENGINEER CUMMINS CEDERBERG COAST.A Mvec 0100.Nr0 SUITE 60, I,FPeerc cDlsi��®u • CUMMINS I CGULRBERG Coa,12.Mann Login.,mg so M.tr-/' e 1 - - - - --- U.P '1 SPORT UTILITY SLAB REINFORCEMENT PLAN-AI 1 ffi e ROW INTO SCULPTURE '\ 1 8 \ SO 26 1 VI012"AND IN LINE WITH EXTERIOR BEAM\ 2 REINFORCEMENT \ 1gA g MSTIRRUP 01"� i 1 G R W M WTA7 COVER r_tf li� cc eeweer Ho woo Jr CHECKED P.D. d e I a a F BO I SCALE SIeET TrTLE ASTw•. iw�, 6BSIT `. SPORT UTILITY i / I I m66IBAta I VEHICLE STRUCTURAL (AIM BARB-_ F^—,e_.1 DETAILS ,r 12.0 SECTION�� oimmA4iMeV a O. I a SECTION/ n I 2' CM-2.4 EXHIBIT A, ATTACHMENT 2- ULTRA-HIGH PERFORMANCE (UHP) CONCRETE SPECIFICATIONS PC-A‘ Search Search 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 lb/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 ,,, I OP Concrete for an Innovative Train r• - Station Canopy V4161 41 :..., . • r' I I ' • w By V. H. Perry and D. Zakariasen, Lafarge Canada Inc. The Shawnessy Light Rail Transit (LRT) Station, constructed during fall 2003 and winter 2004, forms part of a southern expansion to Calgary's LRT system and is the world's first LRT system to be constructed with ultra-high performance concrete (UHPC). The innovative project, designed by Enzo Vicenzino of CPV Group Architects Ltd., is owned by the City of Calgary, managed by the Transportation Project Office (TPO), and constructed by general contractor, Walter Construction. The Design The station's 24 thin-shelled canopies, 16.7 feet by 19.7 feet, and just 0.79 inch thick, supported on single columns, protect commuters from the elements. Ultra-high performance concrete has a unique combination of superior technical characteristics including ductility, strength, and durability, while providing highly moldable products with a high quality surface aspect. The contract document specified a minimum requirement of 19,000 psi. In addition to the canopies, the components include struts, columns, beams, and gutters. The volume of material used totaled 105 cubic yards. Manufacturing and Installation The precast canopy components were individually cast and consist of half-shells, columns, tie beams, struts, and troughs. Table 1 summarizes test data from production of the twenty-four canopies. Figure 2. Half-canopy in steel form 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. The columns were installed on the concrete platform first. Then. the right and left half-shells, along with the tie beams, were pre-assembled in the plant and transported to the site where they were lifted (by crane) over the railway tracks, for placement on the columns (Figure 3). Upon arrival at the site, the canopies were set ,.A ' on temporary scaffolding, and struts were attached to the shells and previously installed columns with welded connections. 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 1411110111111111111111110111111Milb 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 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 o' 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 8.0' - 12"X12"EDGE ram 1 BEAM,TYP- 1' .1i41 r •(Th i �,/: 0 —z r • •' `'.. CO�JCRETE r'• r :/ 8•SLAB 4 T 20" 1=1- I. /EXISTING SEABED <- 10.0' - - LIFT RING, TYP.OF 4 12"X 18" BEAM,TYP. COMPACT PROFILE VIEW General Notes Vehicle illustration is for reference only.Actual • 5.0' — vehicle shapes and details may vary. All dimensions are estimations and may vary from actual fabricated reef module. 1.5'--1 •-® \- .5' 4 0' :0'.. _ Compact Vehicle Estimated LIFT RING, err-: —:-- q Weight Calculations*: TYP.OF 4 �•• Sculpted Reef Module ±18,188 Lbs __-L- Interior Chamber Seawater ±6,450 Lbs Total Module Weight ±24,638 Lbs \_ :.`CQNCRETE 1 , `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 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 9.0' _ 12"X12"EDGE �.-f, ..... . 0 , �.� � ,�� r—.. BEAM,IYP. .. .. • .. • j . .;). . i . . , .• ./ CONCRETE . 8'SLAB / ' T 20„ .. • I EXISTING SEABED 11.0' — LIFT RING, 12"X 18"---'" TYP OF 4 BEAM MIDSIZE PROFILE VIEW / - 5.5' General Notes / \ Vehicle illustration is for reference only.Actual 4 vehicle shape and details may vary. ' All dimensions are estimations and may vary .�"� 4 9' from actual fabricated reef module. �-1.2' �`'llll8{iil�lll h11ii1811UI'; 1.r-1 LIFT RING. ,,tt��-- _ m: ' I Midsize Vehicle Estimated TYP OF4 —�ro�� Weight Calculations*: ' `, -•- J - I Sculpted Reef Module ±19,960 Lbs Interior Chamber Seawater ±6,950 Lbs , CONCRETE t-_ Total Submerged Module Weight ±26,910 Lbs EXISTING SEABED 'Weight estimates are subject to variations in 8 0 _ fabrication processes and may vary. 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 persons)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 Date February 16, 2024 REEF CELLS EXHIBIT 2 - SHOP DRAWING (Pg. 3 of 5) ENGINEERED MARINE HABITAT • REEFLINE ARTIFICIAL REEF PROJECT EMAIL-info a reefcells.com BlueLab Preservation Society WEB-reefcells.org PHONE-800 771 4595 Artificial Reef Module - Sport Utility Vehicle Shape on Ballast Base Material Composition: Vehicle shell, base slab, base beams, and interior support walls to be fabricated with pH neutral concrete w/ fiber and steel reinforcement - _ 10.0'-- _ • • t h' .y', ` 12"X 12"EDGE i • lit/ : ,11 BEAM.TYP. jv*"• i .;PO . I '&04• .— .• _ —/ _...,CONCRETE i 8=AB r 20" "EXISTING SEABED i \ 12.0' -- - LIFT RING, 12"X 18" TYP.OF 4 BEAM SPORT UTILITY VEHICLE PROFILE VIEW — 6.0'- -__ __ 1 I General Notes \\\ Vehicle illustration is for reference only. Actual —; vehicle shape and details may vary. MB- 1 � ,� • f,• � All dimensions are estimations and may vary from actual fabricated reef module. ��i` Sport Utility Vehicle Estimated LIFT RING, =.� • -- ' Jt. 7A • ` Weight Calculations*. TYP.OF 4 • •; g J • • • ' ••. -• 'i • i f Sculpted Reef Module ±22,210 Lbs Interior Chamber Seawater ±7,320 Lbs • . CONCRETE Total Submerged Module Weight....±29,530 Lbs `Weight estimates are subject to variations in fabricationprocesses and may EXISTING SEABED 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 o 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 411 00_ OU D 8"SLAB ' T 20" i 1 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" Air vent located on the top surface of each 's\ 6"Hx18"WGa between top of p 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 B r 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 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 \\\\ \\I Vehicle Shell 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 T J Typ.cluster of 3"dia.seawater J vents.15 vents per cluster. Each cluster to be located at the bottom of each interior chamber. Each vent to be comprised of a 3" dia.through hole in 8"thick base slab. PLAN VIEW Illustrating location of seawater vents relative to vehicle shell. support walls, and base beams. Shop Drawing Terms&Conditions: •All numerical values contained herein are approximate. •Shop Drawing is intended to illustrate approximate production details of full scale reef modules. •Ultimate installation method is the responsibility of marine contractor or other person(s)charged with design and engineering responsibilities for this project. •By signing below.customer acknowledges that no claim of copyright exists for any specifications.designs.artwork or drawings provided to Reef Cells for the purposes of creating this work.All rights reserved. •Reef Cells reserves the right to make minor adjustments in design and dimension in order to accommodate unforeseen technical issues encountered during fabrication which may require such adjustments. •See Order Acknowledgment.Exhibit 1 and Exhibit 3 for additional terms and conditions. Signet Date EXHIBIT A, ATTACHMENT 4 - STABILITY ANALYSIS CUMMINS ( CEDERBERG Coastal&Marine Engineering Memorandum To: Ms. Ximena Caminos, Chair Blue Lab Preservation Society From: Jordon Cheifet, PE, CFM CC: Gina Chiello Date: February 22, 2024 Project Name: The Reefline Project Number: 82100 Re: Design Summary— Stability Analysis A stability analysis was performed to evaluate the minimum design criteria for the stability of the artificial reef modules (i.e., concrete cars)during the 20-year design storm condition. The modules were evaluated using the methodology developed by Dr. Lee Harris of Florida Institute of Technology for the design of Reef Balls, which is an accepted industry standard for artificial reef design. The analysis considers the following primary factors to evaluate the stability of the artificial reef modules: • Drag Coefficient • Water depth during the design storm (20-year storm per DERM) • Wave height during the design storm (Depth limited wave) • Storm surge during the design storm (Adopted from Inclusion of Tropical Storms for the Combined Total Storm Tide Frequency Restudy for Dade County, Florida, FDEP, 2016) • Typical unit weight of concrete (150 pcf) • Artificial Reef Shop Drawings. Reef Cells, dated February 16, 2024 The stability analysis assumed the cars are placed along the -23 feet (NAVD88) contour during normal conditions with the long (i.e., broad) side of the car parallel to shore to be conservative. The modules were assumed to be placed on an 8-ft wide concrete platform with support beams to facilitate installation over a sandy bottom and promote settlement into the sandy substrate. While the modules are assumed to settle during their service lift further increasing their stability, the analysis considers the modules to be fully exposed right after deployment to be conservative. A factor of safety for the modules from both rolling and sliding was calculated to evaluate overall stability. A factor of safety of 1.5 was adopted as the minimum acceptable value for the analysis. The drag coefficient is generally the controlling factor when evaluating the overall stability of the modules. Published data for drag coefficient of cars are widely available; however, these data are CUMMINS CEDERBERG,INC. I Miami I Fort Lauderdale I Jupiter I Sarasota I St. Petersburg I Tallahassee The Reefline 82100 February 22. 2024 Page 2 of 5 for flows running from the front of a car to the back (consistent with the direction of travel), not side to side. Alternative methods for developing a more accurate drag coefficient for this application were evaluated including similar geometries of generic shapes, numerical modeling, and physical modeling. Numerical modeling and physical modeling results were adopted as being project specific and the most realistic. Numerical modeling-derived drag coefficients were developed by Cummins Cederberg using OpenFoam —a CFD model. Physical modeling-derived drag coefficients were developed through joint work with the University of Miami's SUSTAIN wave tank. Module dimensions were adopted from the Project's shop drawings developed by Reef Cells, dated February 16, 2024 (See Attachment A). Calculations are included in Attachment B. The following summarizes the results of the stability analysis. Artificial Reef Car Minimum Dimensions Length — 8-10 ft Height— 4-5.4 ft Width — 5-6 ft Artificial Reef Foundation Platform Minimum Dimensions Length — 2 ft greater than module length (10-12 ft) Height— 8" slab supported by 12' beams (20" overall) Width — 8 ft (1 Lane) Artificial Reef Module Total Weight Minimum for stability — 10,000 pounds (5 Tons) Maximum for deployment— 50,000 pounds (25 Tons) ' The following results and conclusions are presented for the stability analysis: 1. The proposed design of the modules provides sufficient weight to satisfy the minimum factor of safety for the project during the design conditions. 2. Assuming the 3 rows of cars do not push together (i.e., conservative), the Factor of Safety for each car for sliding and rolling is summarized in Table 1. ' Based on typical flatbed truck. bridge, barge. and crane capacities. Higher weights may be feasible with additional coordination with haulers, casting location (i.e., upland yard vs. port), and contractor capabilities. CUMMINS CEDERBERG. INC. I Miami I Fort Lauderdale I Jupiter I Sarasota I St. Petersburg I Tallahassee The Reefline 82100 February 22. 2024 Page 3 of 5 Table 1: Summary of Stability Analysis Factor of Safety Drag Coefficient Factor of Safety Factor of Safety Factor of Safety (Small) (Medium) (Large) - a, Rolling 9.7 8.4 8.1 O a -0 o a_ 2 Sliding 2.8 2.7 2.7 75 cm Rolling 8.8 7.1 6.5 U C O O E C O 2 Sliding 2.5 2.3 2.2 Design Notes: 1. Stability analysis is based on buoyant weight of the modules and total volume of water displaced. Void space inside the module is not considered as the space will fill with water upon deployment and does not contribute to the buoyant weight. Prepared by: ////1/N / l Jordon Cheifet, PE. CFM Director Florida Professional Engineering No. 72876 Florida Certificate of Authorization No. 29062 CUMMINS CEDERBERG, INC. I Miami I Fort Lauderdale I Jupiter I Sarasota I St. Petersburg I Tallahassee The Reefline 82100 February 22, 2024 Page 4 of 5 Attachment A CUMMINS CEDERBERG.INC. I Miami I Fort Lauderdale I Jupiter I Sarasota I St. Petersburg I Tallahassee February 16, 2024 REEF CELLS EXHIBIT 2 - SHOP DRAWING (Pg. 1 of 5) ENGINEERED MARINE HABITAT • REEFLINE ARTIFICIAL REEF PROJECT EMAIL-Info a reefcells.com BlueLab Preservation Society WEB-reefcells.org PHONE-800 771 4595 Artificial Reef Module - Compact Vehicle Shape on Ballast Base Material Composition: Vehicle shell, base slab, base beams, and interior support walls to be fabricated with pH neutral concrete w/ fiber and steel reinforcement 8.0' - f 12"X 12"EDGE 1" �' •.' > ' ' • \. BEAM.TYP. �' p. f.j\:.: ---)., • r` CONCRETg ,'r' 8"SLAB r At 7 20" EXISTING SEABED - I\\ —10.0' - - LIFT RING 12"X 18" TYP. OF 4 BEAM,TYP. COMPACT PROFILE VIEW / 1 General Notes Vehicle illustration is for reference only.Actual 5.0' vehicle shapes and details may vary. All dimensions are estimations and may vary -\ •• from actual fabricated reef module. 1.S 1-:..� .-@ 4.0' Compact Vehicle Estimated • • --� Weight Calculations": —= LIFT RING, �0 ; — --�Q TYP.OF 4 i Sculpted Reef Module ±18,188 Lbs i Interior Chamber Seawater ±6,450 Lbs .. .. -. --i;._ '- __ Total Module Weight ±24,638 Lbs 'Weight estimates are subject to variations in EXISTING SEABED fabrication processes and may vary. - 8.0' -- -- Weight estimates do not account for buoyancy caused by displaced seawater. COMPACT FRONT VIEW J Shop Drawing Terms& Conditions: •All numerical values contained herein are approximate. •Shop Drawing is intended to illustrate approximate production details of full scale reef modules. •Ultimate installation method is the responsibility of marine contractor or other personls)charged with design and engineering responsibilities for this project. •By signing below.customer acknowledges that no claim of copyright exists for any specifications.designs.artwork or drawings provided to Reef Cells for the purposes of creating this work.All rights reserved. •Reef Cells reserves the right to make minor adjustments in design and dimension in order to accommodate unforeseen technical issues encountered during fabrication which may require such adjustments. •See Order Acknowledgment.Exhibit 1 and Exhibit 3 for additional terms and conditions. Signed Date February 16, 2024 REEF CELLS EXHIBIT 2 - SHOP DRAWING (Pg. 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 9.0' • I,' � 12"X 12"EDGE 1 , ,,A `� .•^ 1`; BEAM.TYP. i. f', CONCFjET�_E �� E 1 8"SLAB f EXISTING SEABED - 11 0' _ LIFT RING. 12"X18"-' TYP.OF4 BEAM MIDSIZE PROFILE VIEW ss General Notes r Vehicle illustration is for reference only. Actual vehicle shape and details may vary. • 4 i, _ All dimensions are estimations and may vary - 1.2'- 1 2'- 4.9' from actual fabricated reef module. LIFT RING, 'e:�=_ --�=1 Midsize Vehicle Estimated TYP OF4aimmen��'—� Weight Calculations*: Sculpted Reef Module ±19,960 Lbs l - 1 - Interior Chamber Seawater ±6,950 Lbs CONCRETE �•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: •AII numerical values contained herein are approximate. •Shop Drawing is intended to illustrate approximate production details of full scale reef(nodules. •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. 3 of 5) ENGINEERED MARINE RADII A! • REEFLINE ARTIFICIAL REEF PROJECT EMAIL-info a reefcells.com BlueLab Preservation Society WEB-reefcells.org PHONE-800 771 4595 Artificial Reef Module - Sport Utility Vehicle Shape on Ballast Base Material Composition: Vehicle shell, base slab, base beams, and interior support walls to be fabricated with pH neutral concrete w/ fiber and steel reinforcement - - 10.0' - 12"X 12"EDGE ' Ilk V . .• • . • i �' BEAM TYP. • Ittotve.1 •„y.) i [I':: .,'ti, - •". :' ,.•::-,'..'.. '••: '..' 'fit: : ' :. / 9iii • - •, CONCRETE f .' $,SLAB o A EXISTING SEABED / i— / -12.0'.__..._._-__-__ — LIFT RING, 12"X 18"— TYP.OF 4 BEAM SPORT UTILITY VEHICLE PROFILE VIEW -- — - 6.0' _ General Notes • :�\` Vehicle illustration is for reference only.Actual . vehicle shape and details may vary. All dimensions are estimations and may vary • I,: from actual fabricated reef module. --1 1.0' r - ' . 1.0' S.4' LIFT RING, \ ii Sport Utility Vehicle Estimated TYP.OF — Weight Calculations*: f Sculpted Reef Module ±22,210 Lbs - • Interior Chamber Seawater ±7,320 Lbs '•. CONCRETE' }, Total Submerged Module Weight....±29,530 Lbs ' "Weight estimates are subject to variations in EXISTING SEABED fabrication processes and may vary. 8.0' -- Weight estimates do not account for buoyancy SPORT UTILITY VEHICLE FRONT VIEW caused by displaced seawater. Shop Drawing Terms& Conditions: I •All numerical values contained herein are approximate. •Shop Drawing is intended to illustrate approximate production details of full scale reef modules. •Ultimate installation method is the responsibility of marine contractor or other person(s)charged with design and engineering responsibilities for this project. •By signing below.customer acknowledges that no claim of copyright exists for any specifications.designs.artwork or drawings provided to Reef Cells for the purposes of creating this work.All rights reserved. •Reef Cells reserves the right to make minor adjustments in design and dimension in order to accommodate unforeseen technical issues encountered during fabrication which may require such adjustments. •See Order Acknowledgment.Exhibit 1 and Exhibit 3 for additional terms and conditions. Signed Date February 16, 2024 EXHIBIT 2 - SHOP DRAWING (Pg. 4 of 5) REEF CELLS ENGINEERED MARINE HABITAT • REEFLINE ARTIFICIAL REEF PROJECT EMAIL-info o 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 — 5upport 12"X 12"EDGE Wall as BEAM,TYP. Needed 99_ 011 SLAB 20" I 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 of p 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 I 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 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 ease 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 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 CEDERBERG.INC. I Miami ( Fort Lauderdale I Jupiter I Sarasota I St. Petersburg I Tallahassee MIAMI BEACH Blue=Don't change ARTIFICIAL REEF STABILITY ANALYSIS Red=Change Depth Limited Waves Calculated=Don't Change Water Parameters: Rolling/Sliding Safety Factor(FSrolling)=Ff/FT 2.8 Tumbling Safety Factor(FStumbling)=MN/MT 9.7 Density of Seawater(p) 1.99 slugs/ft5 Weight Density of Seawater(y,,,,) 64.1 pcf L 8 N Kinematic Viscosity of Seawater 1.E-05 ft2/sec I Length Reef Module Parameters: Depth of Centroid of the Car(z) -26.00 feet IMMEDIATE PLACEMENT(NO SETTLEMENT)-WORST CASE Car Size 8.0 feet Shore Parallel Car Height 4.0 feet Before Settlement Car Width(D) 5.00 feet Car Size 5.0 feet Shore Perpendicular Projected Area of the Car(A)=L x H 31.56 sq.ft Slab Size 10.00 feet Shore Parallel Slab Height 0.67 feet Before Settlement Volume of the Car(V) 121.25 ft3 Slab Size 8.00 feet Shore Perpendicular Beam Height 1.0 feet Weight Density of Concrete(yam) 150 pcf Minimum(Normal Weight Concrete) Beam Width 1.0 feet Specific Gravity of Car(S)=y0„d y,,, 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(Wm)=(+w,c y,,,)V 10416 lbs Volume of Slab 81 3 cf \\10.10 0.2\cc1 Projects\82100 The Reefline\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.gTz/2x 669 feet Number of Rows 1 Wave Length(L)ON=feet Wave Number(k)=2rt/L 0.0169 feet Period Number(a)=bdT 0.5499 sec' Maximum Horizontal Wave Particle Velocity(u)a 0.7 feet/sec Input from Table 1 Attached (0.5'Ha)cosh(k(h+z))/sinh(kh)'cos(at) Maximum Honzontal Wave Particle Acceleration(a,)= 5.2 feet/sec' Input from Table 1 Attached (0.5'Ha2)'cosh(k(h+z))/sinh(kh)'sin(at) \\10.10 0 21c6Protects\82100 The Reeflme\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(Fo)=0.5',"Co'A-u2 5 lbf 1.05 3D Cube per Hoerner 0.50 CFD Added Mass Coefficient(CM) 1.5 C,.=1 5 when Re>5x105.SPM pg.7-144 0.30 UM Wave Tank Inertia Force(F,)=p'C,V'a, 1875 Ibf Total Force Acting on the Car(FT)=Fo+F, 1880 lbf Use multipler similar to dock design for mutliple units Row 1 1.0 Row 2 0.0 Lift Coefficient(CL) 0.1 Torum 1994 Row 3 0.0 Total 1 0 Wave Induced Lifting Force Acting on the Car(FL)= 2 lbf 0.5'p•CL-A'u' Normal Force(FN)=W,,,-FL 10414 lbf Coefficient of Static Fnction(µ) 0.5 Coefficient for sand(SPM page 7-260) Sliding Friction Force(Fr)=µ'FN 5207 lbf Rolling/Sliding Safety Factor(FS,o,,,,,e)=Fr/FrTipping Moment Arm(4)=0.5'H 2 0 feet Wave Induced Moment Acting of Stone(Mr)=FL'IL 3759 Ibf-feet Restoring Moment Arm(IN)=0.5'W 3 5 feet Restoring Moment(MN)=FN'IN 36449 lbf-feet Tumbling Safety Factor(FS,,,,,,ni,,,o)=MNIM1_ 1110.10.0.2\cc\Projects\82100 The Reefline\Engineering\Reef Stability Analysis\12023-01-30)Reef Stability Analysis-Solid EXHIBIT A, ATTACHMENT 5 - GO AMERICA VESSEL SPECIFICATION GlobalSubDive.com Gloh.ISiib live co,, Brownies G o al logistics MNGO AMERICA 150' Class DP1 Supply Vessel Specification Sheet I / � ..+ oir .—.., .,_.t,,;.� ®� NUM O' , HULL SPECIFICATIONS ACCOMMODATIONS • Length Overall: 150' • Certified to Carry: 32 • Beam: 36' • Cabins/Berths: 6 / 18 + Passenger • Depth: 11'6" Lounge • Draft Max: 10' • Walk in Cooler: Yes • Clear Deck: 90' x 30' • Commercial Ice Maker: Yes GLOBALSUBDIVE.COM 3005 NW 25th AVENUE, POMPANO BEACH, FL 33069 +1-954-299-8181 GlobalSubDive.com 4611 Global5u•.wacom Brownie s G o al 1.ogistics PROPULSION CAPACITIES • Main Engines: 2 x Cummins KTA • Deck Cargo: 330 LT 38M0 • Potable Water: 14,982 usg • Total HP: 1,700 HP • Fuel: 31,497 usg/77,163 usg* / • Reduction Gears:Twin Disc 97,735 usg** • Generators: 2 x 99kW Cummins • Ballast Water: 75,982 usg • Bow Thruster: 360 HP, Diesel • Liquid Mud: 1,087 bbls Driven • Methanol: 41,572 usg * Fuel Capacity When Utilizing Liquid Mud Tanks ** Fue► 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 25t1'AVENUE, POMPANO BEACH, FL 33069 +1-954-299-8181 GlobalSubDive.com .411% GlobalSu.•ve.co Brownie s G o al logistics SPECIAL EQUIPMENT OPTIONAL EQUIPMENT&SERVICES • Fire Monitor: Yes • Triton 1000/2: (2) ABS class, LED • Deck Monitor Sockets: 240 in a lighting, USBL Tracking/Navigation, NATO Grid Pattern, 2' x 2' manipulator arm, digital • Crane: Palfinger PK-32002-M photography/video system, 305m Knuckleboom (see lifting capacity max depth diagram) • Triton 3300/3: (2) ABS class, LED • A-Frame:Transom Mounted, 15-ton lighting, USBL Tracking/Navigation, with Man-rate Braden CH280 manipulator arm, digital Winch, Frame Inside Dimension photography/video system, 1000m 30'h x 25'w max depth • HPUforDeckGear:Twin • DECO Chambers: 54-inch and 60-inch (redundant) 50-Hp Hydraulic Power DDC Unit configured w/crossover • Portable Dive Locker: 20' Conex, with manifold to allow either HPU to Halcyon Dive Systems gear for (6) serve Crane, A-frame, or both Exploration Divers • Moonpool: 27-inch Inside Diameter • Portable Deck Generator: 97Kw (Transponder pole, submersible diesel, 460v, 60Hz, 3-phase tracking and comms available upon w/Hubbell 4100R7W cable connector request) • Mixed Gas Dive System: • SteeringGear: Dual Independent, NITROX/TRIMIX Maker, BAUER HP Dual Ram Rudders Integrated with Compressors, Boost Pumps and Twin- DP control and Redundant HPU tank/Rebreather support equipment • Removable Bulwarks: 10' Starboard • Diver Propulsion Vehicles: 8 long- side, 3' Port side range tow-behind Halcyon Dive • FRCw/Davit: USCG / SOLAS 4m Vehicles (SUEX); 3- and 5-mile range Rescue Boat with 40 hp outboard at 500Fsw operating depth. Speed: 200-375 Ft Per Min • Camera Equipment: Underwater Video, Still, Laser Scale, Benthic and Stereo Camera Systems GLOBALSUBDIVE.COM 3005 NW 25t"AVENUE, POMPANO BEACH, FL 33069 +1-954-299-8181 corwi GlobalSubDive.com 112141111111111111mR,,wnes cy, „ os ,, , - —4 - 3 2 ...,.._ •, _ RE05,01,5 —I RV Mal nTio MICIWIN .: aCtill Moo o..-tris J i — 1--- ! 1 • g 1 g 11 , B - _ B L -.."...._ A. GL ICE OFFCIIORE ".".Z.1.7.1.:::-..7..;;==. A .... GENERAL AFIRM,ELILNI P., RASE LAN,, . 2 . , .. ..... 4. : GLOBALSUBDIVE.COM 3005 NW 25th AVENUE, POMPANO BEACH, FL 33069 +1-954-299-81.81 7I b 1 5., 1 4 I 3 I 2 I 1 REVISIONS REV ZONE ITEM DESCRIPTION DATE APVL 1 - - REMOVED PORTABLE ACCOMODATIONS 11/15/16 AM 2 - - ADDED DECK OUTLETS 6/29/17 AM D D A►ite-- dII!! H O nC'� Y n se . nc 44 - LOUMGE� A 0 uL %1, O II Ns nEMNG I U - PASSAGE nI' 1 • • - •.m r �� . o.. _ z, n . �, 'nilmI � `--9 ij - ---- ?ILDT HOUSE � r� ---- .1» _ Iv y ~ I t I _.. rti- ;1 I BE UM;;;:;I C C PILOTHOUSE ARRANGEMENT 0.\...... ..............,, FOCSLE DECK ii��l • U I ' O ni =AM :._�� 11U r .g illA VAN WA r. B / . 1�, L* 0 s PASSAGE �� r / / :� to / J. . \ 10i44�T�� isiNIII L �..� 1A� w ,, ; ._ 161(6),km 1......)711110. ' • \ • v^ R MAIN DECK ARRANGEMENT \ y 1 % / An eea aIn us 'rr / USCG OWN A % ,. 'a GUICE OFFSHORE u:nawwoMS M n a[vaouc aw xw CO DISCI.0919 ff ITS COMMISw m A • j P.O,eo.+eae a m c a sxox.uc a swoLr Mxa m / • •`\ MANDEVILLE,LA 70470 MV GO AMERICA / rsc. GENERAL ARRANGEMENT \ / / Wm °cu Mou BGL-BASE LAYOUT \ `'--- - i i 1 REV o+rz: n-1-Ill m a s ter. e aEv HWS oan9G1 m e D nd 2 -------` av sMms • %' IIr SCULL MR I sM 1 OF 2 8 I 7 I 6 I 5 ? 4 I 3 I 2 I 1 I 7 1 6 I 5 lir 4 I 3 I 2 I 1 REVISIONS REV ZONE ITEM DESCRIPTION DATE APVL I - - REMOVED PORTABLE ACCOMODATIONS 11/15/I6 AM .. . . 2 - - ADDED DECK OUTLETS 6/29/17 AM D . . All 3 - - CORRECTED CRANE LOAD CHART 8/10/18 AM II 1D II i , . - ,.. C .=Ism/.1 dile C ...r 0 : -.-. . • iL.--1---PR / \ \ I \ I ,• N. • 4 I i 0 I i • •\ : \ ' 41117 / • • •1- -I° \ • .I...,..1 ‘!11! ,• \ •...'t.i.111.. —. r L - _-- • 1 — - --- B1--4-. --".• ------1_- - -_________ ,_-_-.1_________4---- 0 '','' t.. ... i J L , ASECENE PROFILE APPROVALS AOS OTHER USCG CANER A GUICE OFFSHORE AC ASE OE AO MK PM/CA°ROWAN OE OS COMAS Ai ECU CO El PAll MO/OR FS IIIINEACICN ANON INE MASS IAMB A POIRAEN OE CPU STITCH.RD A ANTIC?FROMM P.O.sox 169a MANDL-Yful.TA 70470 NV GO AMERICA GENERAL ARRANGEMENT ORMAN CA BGL-BASE LAYOUT CIRCO. ASA ROSS 11-1-10 o o REV REV SEAMS'''''. D 3 OF 5,,,,, CORTINCY MYER 1 1 SPIEE1 SCAR HIS 1 211 I or 2 8 I 7 I 6 I 5 AIL 4 I 3 I 2 I 1 I 7 I - 6 I 5 j 4 I 3 I 2 I 1 REVISIONS REV ZONE ITEM DESCRIPTION DATE AWL 1 - - REMOVED PORTABLE ACCOMODATIONS 11/15/16 AM 2 - - ADDED DECK OUTLETS 6/29/17 AM - - CORRECTED CRANE LOAD CHART 8/10/18 AM D D .Tutu= Jill!! -3' II 0:20 r AFT TATIp1Ry� l�fl `cssc� Slil-,I� n ( w-PASSAGE �.,. n PILOT HOUSE :Eul 1 �,\' ---- [AM � _ II I_ C PILOTHOUSE ARRANGEMENT .�� FOCSLE DECK / — 1�_i><o1r ini tT�,�s: swal ElL i Hip, -.si _ . o wn[n: ( - R-nn - E[ • MEAO l a 11/4,, Ar -�-�„- -"F"'.-'�f�' ; ,'l�l� n"®'". .�,. o�". .' h -_..,."""f®--"_.`__-' -._•" m p A '- ��pp it it is.'-ir- ---j-a--' _ ,,... A111'►H�u A . . . COOLER Q R #�, Ioc�� I C�. e . ram ) " _ I �S'G rOO 1 • W. MAIN DECK ARRANGEMENT ` jr ASSER us /T USCGa.,u. — A •` jrt 'GUICE OFFSHORE .1 L a Z' E =7 A / P.O.BOX 1606 NRO69R a• GUNOPSMOL ut 5 slack,P.iONB[EO. \••\ / oo oornE,LW70 70 MV GO AMERICA \ \,1 / " GENERAL ARRANGEMENT \ �i / 0009 oo BGL-BASE LAYOUT r• %\ `' 'l. c[ccRm u..css a s- •\ . KV REY STAMS"' n-0-R r• m ! 3 SHEE a SHEE 5 cornrow,RAlp D SCAM Ws I sH 2 or 2 8 I 7 I 6 I 5 T 4 I 3 I 2 I 1 EXHIBIT A, ATTACHMENT 6 - PROJECT SCHEDULE ID Task Task Name Duration Start Finish Predecessors Resource Names r3 December 2023 January 2024 February 2024 March 2024 April 2024 May 2024 June 2024 1 0 Mode 27 2 7 12172227 1 6 1116212631 5 101520.25 1 6 1116212631 5 1015202530 5 1015202530 4 9 14192429 1 e1; Professional Services 33 days Mon 12/18/23 Wed 1/31/24 I- ...---1 2 ® II+ Execution of Professional Services and 33 days Mon 12/18/23 Wed 1/31/24 81111MIIIIIIIIIIMIMOW General Contracting Agreements (Artists,Consultants,General Contractor,Fabricator,Architect,etc.) 3 Fabrication 80 days Thu 2/1/24 Wed 5/22/24 el t 4 in Fabrication,production,&inspection of 78 days Thu 2/1/24 Mon 5/20/24 2 1 22 concrete car reef modules 5 mr. Completion of 22 concrete car reef 2 days Tue 5/21/24 Wed 5/22/24 4 modules 6 gR1 Deployment 8 days Thu 5/23/24 Mon 6/3/24 1lT, 7 ise4 Transport and loading of 1st batch of 1 day Thu 5/23/24 Thu 5/23/24 5 T concrete car reef modules onto vessel 4. 8 e.. Placement of 1st batch of concrete car 1 day Fri 5/24/24 Fri 5/24/24 7 reef modules 9 In Transport and loading 2nd second batch 1 day Mon 5/27/24 Mon 5/27/24 8 t of concrete car reef modules onto vessel 10 Not Placement of 2nd batch of concrete car 1 day Tue 5/28/24 Tue 5/28/24 9 1 reef modules 11 is Transport and loading 3rd second batch 1 day Wed 5/29/24 Wed 5/29/24 10 p of concrete car reef modules onto vessel 12 Placement of 3rd batch of concrete car 1 day Thu 5/30/24 Thu 5/30/24 11 t reef modules 11 13 In Contingency 2 days Fri 5/31/24 Mon 6/3/24 12 ■, 14 ® Completion 1 day Tue 6/4/24 Tue 6/4/24 13 Task w Project Summary - "- ' ' 1 Manual Task Start-only [ Deadline i Project Reefline Phase 1 Split Inactive Task Duration-only 611111.1111111111111111 Finish-only J Progress Date:Mon 12/4/23 Milestone ♦ Inactive Milestone Manual Summary Ro11up aamile. External Tasks Manual Progress Summary r °' 1 Inactive Summary Manual Summary •1 External Milestone Page 1 EXHIBIT B 1. Vessel specifications 2. FWC Manifest 3. Securing and transporting 4. Travel path 5. Vessel anchoring 6. Deployment methods 1. Vessel specifications (length, draft, etc.) that will be used to transport the artificial reef material to the deployment site including how these vessels comply with any Coast Guard standards required for safe transport. Brownie's Global Logistics, LLC a Florida Company in partnership with Guice Offshore - an offshore supply vessel maritime transportation company. They primarily contract with the U.S. Navy and comply with all U.S. Coast Guard standards. Their vessel "Go America" has supported Ocean Rescue Alliance (ORA) on several artificial reef deployments in South Florida. MPSV Go America is a US Flagged, crewed, built and based ship. USCG Official Number: 1120138, ABS Loadline rated, USCG SubChapter "L" and "I" classed with a 330LT deck rating. The ABS Load Line rated Dynamic Positioning integrated Multi-Purpose Support Vessel originally designed as a Mini-Supply Ship supported oil rigs in the Gulf of Mexico. The DP system allows the vessel to precisely locate the lift point system in the absence of anchoring. This has proven to be a distinct advantage in time saving over multi-point mooring systems. The vessel is 150 ft in length with equipment including a crane, A-Frame, navy deck grid, moonpools and a davit. The accommodation includes a crew lounge. She is certified Subchapter L&I and has limited international operations. The vessels long list of credits includes military and research projects and CCA reef deployments like the "No Shoes Reefs." The GO America spec sheet and deck profile arrangement spec sheet are provided in Exhibit A, Attachment 5. The response to Question 3 below details logistics regarding vessel capacity and concrete car module weight. Exhibit B, Pages 1 of 5 2. Partially completed Florida Fish and Wildlife Conservation Commission Cargo Manifest (County staff will complete the form after inspection of artificial reef material). Please see Exhibit B, Attachment 7 for the partially completed Cargo Manifest Form. As required by the permits, a completed manifest will be provided prior to Miami-Dade County inspection and a final clearance will be provided prior to deployment execution per the project permits. 3. Description on how artificial reef material will be loaded and secured on the transporting vessel in compliance with Coast Guard standards. The modules will be transported from the Reef Cells Facility in Boynton Beach to Port Everglades (PEV) on flatbed semi-trucks, 2 cars per truck resulting in 11 transport trips (3 days). The Go America vessel is currently docked at the NAVSEA Warfare Center South Florida Ocean Measurement Facility (SFOMF) at 8010 N Ocean Drive Hollywood, Florida 33020. The car modules will be loaded onto the GO America vessel at this location and the GO America vessel will depart from and return to this location during deployment each day. In the event that it is not possible to return to this home port, , or it is less desirable, the Go America vessel will comply with USCG anchoring guidelines. Each concrete car reef module will be transported by front load lifter or cranes onto the vessel. The vessel will be staged with appropriate space to move around structures safely on board. Each concrete car reef module will be secured by an industrial ratchet strap to the vessel. Each concrete car reef module will maintain its place due to individual weight. All deployments will maintain compliance with the project federal, state and local permits as well as U.S. Coast Guard standards. MPSV Go America includes a Palfinger Knuckle Boom Deck crane model 32,000m for handling items on deck and a 15-ton A-Frame for primary over-boarding off the stern. The clear deck space is roughly 30 ft wide by 90 ft long: Guice Offshore will prepare an actual inventory layout once provided dimensions and weights. In general terms, Go America is rated for approx. 125 tons on deck, CG dependent. We will develop a method to move the items around on deck and make the most of the load carrying capabilities of the vessel. The GO America spec sheet and deck profile arrangement spec sheet are provided in Exhibit A, Attachment 5. Exhibit B, Pages 2 of 5 4. Travel path from staging site/loading area to and from the artificial reef site and how impacts to natural resources will be avoided. After final clearance is provided by the respective agencies, including Miami-Dade County, the 22 concrete car reef modules will be transported from the Reef Cells Facility in Boynton Beach to PEV and loaded onto the vessel "Go America.` The vessel will transport the 22 concrete car reef modules directly to the permitted deployment area (Exhibit A, Attachment 1), devoid of resources. MPSV "GO America," will mobilize from PEV and transit 19.7 nautical miles due south in water depths greater than 45 meters to the ReefLine designated deployment site offshore Miami Beach, Florida (Exhibit B, Figure 2). The proposed route will be coordinated with the respective agencies for approval prior to mobilization to the deployment site. The vessel will use dynamic positioning systems to maintain precise location without the need to anchor and therefore avoid impacts to natural resources. Additionally, the vessel is equipped with a full suite of electronics including a GPS and echo sounder and will utilize nautical charts and the Project specific bathymetric survey (Exhibit A, Attachment 1) to operate in waters with sufficient depth as to not impact the seabed and natural resources. Exhibit B, Pages 3 of 5 12:051 = SE < 26°5.550'N • 80°6.713'W 0 T. 25°47.474'N • 80°7015'W 4 0 71 u'' I,e Q i �a t t; ve ra _Hialeah. 44. 1 i iami Beach ' mZiil-' )1, s II 3, ',NIL 40, .,7/ ..ral Gables Length Time Fuel 19.7 NM 2h 00m 130.0 G 2 hazards along the route 0 (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 - FLORIDA ARTIFICIAL REEF CARGO MANIFEST AND PRE-DEPLOYMENT „cH a4L ° FLORIDA ARTIFICIAL REEF MATERIALS CARGO MANIFEST AND PRE-DEPLOYMENT NOTIFICATION Ns”\t �� (Issued pursuant to Ch. 370.25(6)(b), Florida Statutes) The Reefline, Attn: Shelby Thomas Name of individual managing reef deployment (print) Signature Date whose address is 3739 Collins Avenue Miami Beach FL 33140 , ( 386) 689 _ 7675 Street City State Zip Code Phone declare that I am staging and transporting the following artificial reef construction materials allowable pursuant to the U.S. Army Corps of Engineers Artificial Reef Permit referenced below and agree to comply with all permit conditions in the permit listed below and attached to this manifest. I understand this artificial reef site is open to public access and this authorization does not provide any rights or exclusive private use over those rights or uses to the general public. The address of the land based reef materials staging area is: 6117 Lawrence Rd Boynton Beach, Florida 33462 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 t Lat o t Lon: o Lat o t Lon o 7 Lat o 7 Lon. o t Lat o t 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 MiAMI BEACH City of Miami Beach, 1700 Convention Center Drive,Miami Beach,Florida 33139,www.miamibeachfl.gov Office of the City Manager Tel:305-673-7010,Fax:305-673-7782 TRANSMITTAL TO: Alina T. Hudak, City Manager SENT VIA: Hand CC: Eric T. Carpenter, Deputy City Manager t' CC: Rafael Granado, City Clerk FROM: Maria Hernandez, GO Bond Program Director DATE: March 18, 2024 ///��'' SUBJECT: G.O. Bond for Arts & Culture —Artificial Reef Agreement between the City of Miami Beach & Miami-Dade County Attached please find the finalized Artificial Reef Agreement between the City of Miami Beach and Miami-Dade County including approved Exhibits from DERM. Also note the following: 1. The City Commission authorized the City Manager to execute this agreement via Resolution 2023-32781 on 9/27/23. 2. This Agreement has been approved via Resolution by the Board of County Commissioners at their 10/17/23 meeting. 3. Once executed by the City, it will go to the County for their final signature. 4. Once it is fully executed by the County it will become an exhibit to the Grant Agreement between the City and the Reefline and come back to you for final signature. The agreement has been form approved by the City Attorney. Please sign where indicated so I may send to the City Clerk for his signature. (tlrol f4# r L w Z-a- I`1 A-2t A Ajs rzrvP 4 €Z- 1•17 Vxc QJ1 LQ,N• ( - 3 , II We are committed to providing excellent public service and safety to all who live, work,and play in our vibrant tropical,historic community.