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Resolution 2021-31948RESOLUTION NO., 2021-31948 A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, FOLLOWING A DULY NOTICED PUBLIC HEARING, AS REQUIRED PURSUANT TO SECTION 82-93(B) OF THE CITY CODE, FINDING THAT THE CRITERIA FOR GRANTING A REVOCABLE PERMIT PURSUANT TO SECTION 82-94 OF THE CITY CODE HAS BEEN SATISFIED, ACCEPTING THE PUBLIC WORKS DEPARTMENT'S RECOMMENDATION AS SET FORTH IN THE COMMISSION MEMORANDUM ACCOMPANYING THIS RESOLUTION, AND APPROVING A REVOCABLE PERMIT REQUEST BY ELAINE R. LEVINE LIVING TRUST, FOR THE PROPERTY LOCATED AT 3333 GARDEN AVENUE, MIAMI BEACH (THE "PROPERTY"), TO ALLOW FOR THE INSTALLATION OF A NEW ALUMINUM SHEET PILING TOEWALL FOOTER, A NEW REINFORCED CONCRETE SEAWALL CAP WITH NEW CONCRETE BATTER PILES, AND A NEW 693.5 SQUARE FEET WOOD DOCK SUPPORTED BY NEW WOOD DOCK PILES WITHIN THE CITY'S SUBMERGED LANDS, IN AN AREA APPROXIMATELY •1,565 SQUARE FEET IN SIZE; AND FURTHER, AUTHORIZING THE CITY MANAGER TO EXECUTE THE REVOCABLE PERMIT. WHEREAS, Elaine R. Levine Living Trust (the "Applicant"), owner of the property located at 3333 Garden Avenue (the "Property") is requesting the approval of a revocable permit to allow for seawall repair and reinforcement on City of Miami Beach ("City") submerged lands; and WHEREAS, the existing seawall is approximately 207 square feet in size; and WHEREAS, the Applicant is seeking to repair and fortify the existing seawall, which will improve the resilience of the Property and the surrounding neighborhood in which it is located; and WHEREAS, the existing sea wall encroaches upon City -owned submerged lands by approximately 4'3"; and WHEREAS, the proposed repair and fortification of the existing seawall will result in a maximum encroachment into the City's submerged lands by approximately 5-7"; and WHEREAS, on October 17, 2018, the City Commission adopted Ordinance No. 2018-4220, which allows for the construction of new seawalls to encroach on City submerged lands and provides for a cost-efficient manner for such construction; and WHEREAS, new seawalls that encroach no more than four (4.0) feet into the submerged lands do not require a Revocable Permit; and WHEREAS, the Applicant has demonstrated that the alternative to the proposed repair and reinforcement, which would require extensive repairs to the existing seawall, would cost in excess of four times the amount of the repair/reinforcement contemplated herein; and WHEREAS, pursuant to Section 82-93(a) of the City Code, notices of the public hearing have been mailed to owners of land lying within 375 feet of the existing permit area at least 15 days prior to the public hearing; and WHEREAS, pursuant to Section 82-94 of the City Code, the City Commission shall review the Revocable Permit request and determine whether the request shall be granted or denied following the public hearing; and WHEREAS, the Public Works Department has analyzed the criteria contained in Code Section 82-94; and WHEREAS, a summary of the Public Works Department's review and recommendation to grant the Revocable Permit request is set forth in the Commission Memorandum accompanying this Resolution, which Memorandum is incorporated by reference herein. NOW, THEREFORE, BE IT DULY RESOLVED BY THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA that the Mayor and City Commission, following a duly noticed public hearing, as required pursuant to Section 82-93(b) of the City Code, find that the criteria for granting a revocable permit pursuant to Section 82-94 of the City Code has been satisfied, accept the Public Works Department's recommendation as set forth in the Commission memorandum accompanying this Resolution, and hereby approve a revocable permit request by Elaine R. Levine Living Trust, for the property located at 3333 Garden Avenue, Miami Beach (the "Property"), to allow for the installation of a new aluminum sheet piling toewall footer, a new reinforced concrete seawall cap with new concrete batter piles, and a new 693.5 square feet wood dock supported by new wood dock piles within the City's submerged lands, in an area approximately 1,565 square feet in size; and further, authorize the City Manager to execute the revocable permit. PASSED and ADOPTED THIS 7 ST: +� .fk(ORP0 I day of 0ece4 1", 2021. Rafael E. Granado Dan Gelber City Clerk Mayor DEC 1 3 2021 APPROVED AS TO FORM & LANGUAGE & FOR EXECUTION City Attomey Date wt, 2 Resolutions - R7 A MIAMI BEACH COMMISSION MEMORANDUM TO: Honorable Mayor and Members of the City Commission FROM: Alina T. Hudak, City Manager DATE: December 8, 2021 1:30 p.m. Public Hearing SUBJECT: A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, FOLLOWING A DULY NOTICED PUBLIC HEARING, AS REQUIRED PURSUANT TO SECTION 82-93(B) OF THE CITY CODE, FINDING THAT THE CRITERIA FOR GRANTING A REVOCABLE PERMIT PURSUANT TO SECTION 82-94 OF THE CITY CODE HAS BEEN SATISFIED, FOLLOWING THE PUBLIC WORKS DEPARTMENT'S REVIEW AND RECOMMENDATION TO GRANT THE REVOCABLE PERMIT REQUEST AS SET FORTH IN THE COMMISSION MEMORANDUM ACCOMPANYING THIS RESOLUTION, AND HEREBY APPROVING A REVOCABLE PERMIT REQUEST BY ELAINE R. LEVINE LIVING TRUST, FOR THE PROPERTY LOCATED AT 3333 GARDEN AVENUE, MIAMI BEACH, TO ALLOW FOR SEAWALL REPAIR AND REINFORCEMENT WITH SUCH EXISTING SEAWALL, FOOTER, AND CONCRETE BAGS ENCROACHING APPROXIMATELY A MAXIMUM OF SIX (6) FEET FIVE (5) INCHES WIDE AT ITS MAXIMUM DIMENSION, AND APPROXIMATELY ONE HUNDRED AND FIFTY-NINE (159) FEET AND EIGHT (8) INCHES IN LENGTH INTO CITY SUBMERGED LANDS; AND WITH THE PROPOSED REPAIR OF THE SEAWALL FURTHER ENCROACHING INTO CITY SUBMERGED LANDS TO A MAXIMUM DIMENSION OF TEN (10) FEET WIDE, FOR A TOTAL OF ONE THOUSAND FIVE HUNDRED AND SIXTY-FIVE (1565) SQUARE FEET; FURTHER AUTHORIZING THE MAYOR AND THE CITY CLERK TO EXECUTE THE REVOCABLE PERMIT. RECOMMENDATION In order to comply with the City's new seawall requirements, and therefore eliminating environmental impacts and potential impacts to neighboring property owners, the Administration recommends approving the Resolution. BACKGROUND/HISTORY Elaine R. Levine Living Trust (the "Applicant'), owner of the property located at 3333 Garden Avenue (the "Property') is requesting the approval of a revocable permit for encroachment of a seawall on City of Miami Beach ("City') submerged lands. Page 764 of 1357 The existing seawall is approximately 207 square feet by itself with additional marine structure, including concrete bag footers. The Applicant is seeking to repair and fortify the existing seawall, which improves the resilience of the Property and the surrounding neighborhood in which it is located. Notably, the existing sea wall encroaches upon City -owned submerged lands by approximately 4'-3". The proposed repair and fortification of the existing seawall will result in a maximum total encroachment of approximately 5'-7". On January 13, 2021, the City Commission adopted Ordinance No. 2021-4393, amending the City's Stormwater Management Master Plan to incorporate modifications to the standards for construction, including a minimum required seawall height. Section 54-62(a) was modified as follows: All new seawalls or existing seawalls that require substantial repairs; shall have a minimum elevation of 5.7 feet NAVD88. All existing seawalls that require repairs but the repairs are considered less than substantial and existing seawalls that fall below an elevation that incurs flooding to adjacent property and/or public right of way shall have a minimum elevation of 4.0 feet NAVD88 if designed and constructed to accommodate a minimum elevation of 5.7 feet NAVD88. ANALYSIS Pursuant to Section 82-93(a) of the City Code, notices of the public hearing have been mailed to owners of land lying within 375 feet of the existing permit area at least 15 days prior to the public hearing. Public Works has analyzed the criteria contained in Section 82-94. Additionally, pursuant to Section 82-94, of the City Code, the City Commission shall review the Revocable Permit request and determine whether the request shall be granted or denied based upon the following criteria: 1) The Applicant's need is substantial. • The Applicant's need is substantial based on the City's requirement to elevate existing seawalls, the configuration of the existing seawall, and the negative impacts caused by any alternative that would not require a revocable permit. In 2016 the City adopted Resolution 2016-29454, which requires property owners to increase the minimum height of existing seawalls to 4.0' NAVD. In addition, existing seawalls must be able to accommodate future extension to a height of 5.7' NAVD. In recognition of the challenge property owners face with respect to repairs of existing seawalls required to meet the new seawall height requirements, the City adopted Resolution 2018-4220, which permits property owners to seek revocable permits for seawalls that encroach more than 4' into City -owned submerged lands. Importantly, due to the existing configuration of the Property, the existing seawall encroaches into City -owned submerged lands by approximately 4'-3". Consequently, any work to this seawall would either require a revocable permit, or require intrusive work to the shoreline to remove the existing seawall, excavate the shoreline, and replace with a seawall that encroaches less than 4' into City -owned submerged lands. In evaluating whether to repair and fortify the existing seawall or replace the existing seawall, the Applicant considered the following factors: Environmental Damage: As documented in the attached Environmental and Structural Page 765 of 1357 Assessment, the environmental impacts of replacing the existing seawall far outweigh the impacts of repairing and fortifying the existing seawall. Replacement of the existing seawall would entail impactful excavation of the shoreline and use of heavy marine equipment that would deplete biological and marine resources in the immediate vicinity of the Property. Further, the turbidity created by excavation of the shoreline and demolition would likely impact a wider area, with the potential to smother native sea grasses, and negatively impact other marine flora and fauna down -current from the Property. Damage to Neighbors: Removal of the seawall would create a substantial risk of damage to the seawall belonging to neighboring property owners. Notably, the neighboring property to the west identified by Folio No. 02-3227-015-0071 is owned by the City and is fortified with a seawall. Similarly, the neighboring property to the west is fortified with a seawall. Demolition of the existing seawall and the required excavation work to install the replacement seawall creates a risk of destabilizing the neighboring seawalls. In this particular instance, destabilization of the City -owned seawall at the Garden Avenue street - end would create a substantial risk of flooding in a public right of way, while destabilization of the neighboring seawall to the west threatens the neighboring property. Cost: In addition to the environmental impacts, potential structural damage to public and private property, the cost of replacement of the existing seawall far exceeds the costs of repair and fortification with no discemable additional benefit. The estimated cost of a full seawall replacement is approximately $240,000 compared to $95,850 for repair and fortification. In light of the unavoidable environmental harm, substantial risk of property damage, and unjustified additional cost associated with a full replacement of the existing seawall, the Applicant's need for a revocable permit is substantial. 2) The Applicant holds title to an abutting property. • According to the Opinion of Title prepared by Paul A. Levine, Esq. dated October 29, 2021, the Applicant holds title to the Property, which abuts the submerged lands upon which this revocable permit seeks to encroach. 3) The proposed improvements will comply with applicable codes, ordinances, regulations, neighborhood plans and laws. • The proposed improvements comply with all applicable codes, ordinances, regulations, neighborhood plans, and laws. Specifically, the Applicant has already obtained approval from the Florida Department of Environmental Protection and the United States Army Corps of Engineers for the proposed improvements to the existing seawall. Further, through Building Permit Number BR2105477, the City has reviewed and approved the proposed improvements to the existing sea wall. 4) The grant of the application will have no adverse effect on governmental/utility easements and uses on the property. • The grant of the revocable permit will have no adverse impact on governmental or utility easements and uses on the Property. To the contrary, replacement of the existing seawall in a position that does not require a revocable permit would negatively impact the City - owned property to the west of the Property, and could impact various public utilities commonly associated with public street -ends. Page 766 of 1357 5) That the grant of the revocable permit will enhance the neighborhood and/or community by such amenities as, for example, enhanced landscaping, improved drainage, improved lighting, and improved security, and/or public benefits proffered by the Applicant. • The grant of the revocable permit allows for the Applicant to install a repaired and significantly more resilient seawall. The higher seawall protects the Property, as well as the surrounding neighborhood, including the City's abutting street end, from harmful flood impacts associated with extreme weather events, as well as nuisance flooding caused by rising sea levels. The reinforced seawall stabilizes the uplands and adds strength and longevity to the adjacent seawalls, where removal and replace of the seawall would significantly destabilize the shoreline and adjacent seawalls. Grant of the revocable permit also mitigates environmental impacts caused by marine construction, which serves to preserve marine life and habitats in the adjacent waters of Biscayne Bay. Thus, the grant of the revocable permit enhances the neighborhood and community by improving resilience and mitigating harmful environmental impacts and preserving marine resources. 6) That granting the revocable permit requested will not confer on the applicant any special privilege that is denied by this article to other owner of land, structures or buildings subject to similar conditions located in the same zoning district. • The grant of the requested revocable permit does not confer any special privileges upon the Applicant not shared by similarly situated property owners in the same zoning district. The City expressly recognized the need of similarly situated property owners with existing sea walls that encroach into City -owned submerged lands to seek revocable permits by adopting Resolution 2018-4220. Indeed, on at least one previous occasion, the City granted a revocable permit request for the property located at 544 Lakeview Court, which is within a similar residential single-family zoning district as the Property. 7) That granting the revocable permit will be in harmony with the general intent and purpose of this article, and that such revocable permit will not be injurious to surrounding properties, the neighborhood, or otherwise detrimental to the public welfare. • The specific purpose of Resolution 2018-4220 was to allow owners of property with existing sea walls that encroach into City submerged lands, such as the Applicant, to seek a revocable permit. Such revocable permits mitigate environmental damage caused by intrusive marine construction, avoid damage to neighboring properties, improve resilience of properties and their surrounding neighborhoods, and are cost-efficient for the residents of the City. Denial of such a request for a revocable permit would be a detriment to the public welfare. Accordingly, the requested revocable permit is in harmony with the general intent and purpose of the Code PUBLIC BENEFIT Removing the seawall will detrimentally impact the natural resources, especially seagrasses and the overall marine resource community in Lake Surprise, as well as the water quality in the nearby area. Adding to existing seawall will preserve those natural resources serving as critical habitats, and water quality. Further, the seawall will substantially stabilize the land for this property, which indirectly but importantly helps preserve the neighboring seawalls, all of which benefit the City by providing appropriate and long-lasting support of the land and ensuring resiliency for sea -level rise. SUPPORTING SURVEY DATA Results from the 2019 Resident Survey related to the overall ratings for the City of Miami Beach Page 767 of 1357 show that 50% of residents rated City efforts to manage stormwater drainage and flooding as excellent/good. In order to continue maintaining excellent standards in this area, the Administration recommends approving the revocable permit. CONCLUSION In order to comply with the City's new seawall requirements, and therefore eliminating environmental impacts and potential impacts to neighboring property owners, the Administration recommends approving the Resolution. Applicable Area South Beach Is this a "Residents Right to Know" item, pursuant to City Code Section 2-14? Yes Does this item utilize G.O. Bond Funds? No Strategic Connection Environment & Infrastructure - Reduce risk from storms, high tides, groundwater, and sea level rise. Legislative Tracking Public Works ATTACHMENTS: Description ❑ (21-03-26) F L D E P Permit Exemption no S P G P - 3333 Garden Ave Waterfront Improvements (2) ❑ (21-06-22) Corps Permit - 3333 Garden Ave Waterfront Improvements (2) ❑ (21-10-27) Environmental Impact Assessment & Structural Impact - 3333 Garden Avenue Waterfront Improvements ❑ (20-08-04) Boundary Survey - 3333 Garden Ave Waterfront Improvements (2) ❑ (21-06-21) City of Miami Beach Permit Card -3333 Garden Ave Waterfront Improvements ❑ (21-06-14) City of Miami Beach Approved Plans- 3333 Garden Ave Waterfront Improvements ❑ Plat PB 31 Page 9 ❑ Opinion of Title 10 29 21 ❑ (21-07-27) Executed CMB Revocable Permit Application- 3333 Garden Ave ❑ RWP0721-7709 Letter of Intent 3333 Garden Avenue ❑ Revised Sketch and Legal ❑ Draft Reso Page 768 of 1357 FLORIDA DEPARTMENT OF Environmental Protection Southeast District Office 3301 Gun Club Road, MSC 7210-1 West Palm Beach, FL 33406 561-681-6600 March 26, 2021 Alan Levine Elaine R. Levine Living Trust 3350 Mary St. Miami, FL 33133 Sent via e-mail: AWLnlevinelawfirm.com Re: File No.: 13 -0399283 -001,002 -EE File Name: Elaine R. Levine Living Trust Dear Mr. Levine: Ron Mantis Governor Jeanette Nunez Lt. Governor Noah Valensteln Secretary On February 19, 2021, we received your request for verification of exemption to perform the following activities: 1) 160 LF of seawall cap, 80 LF of new toewall with new batter piles, 80 LF existing toe wall with new batter piles, and 2) remove existing dock and replace with 70 ft. irregular-shaped dock totaling 700 ft2 area. The project is located in Biscayne Waterway, Class III Waters, adjacent to 333 Garden Ave. Miami Beach (Section 27, Township 54 South, Range 33 East), in Miami -Dade County (Latitude N 25° 48' 34.80", Longitude W 80° 8' 5.91"). Your request has been reviewed to determine whether it qualifies for (1) regulatory exemption, (2) proprietary authorization (related to state-owned submerged lands), and (3) federal approval that may be necessary for work in wetlands or waters of the United States. Your project did not qualify for the federal authorization of this verification request. Additional authorization must be obtained prior to commencement of the proposed activity. This letter does not relieve you from the responsibility of obtaining other federal, state, or local authorizations that may be required for the activity. Please refer to the specific section(s) dealing with that portion of the review below for advice on how to proceed. If you change the project from what you submitted, the authorization(s) granted may no longer be valid at the time of commencement of the project. Please contact us prior to beginning your project if you wish to make any changes. If you have any questions regarding this matter, please contact Bruce Kay at the letterhead address or at 561681-6695, Bruce.KaygFloridaDEP.gov. . www, fioridadep.go v Page 769 of 1357 Project No.: 13-0399283-001, 002 -EE Project Name: Elaine R. Levine Living Trust Page 2 of 7 1. Regulatory Review — VERIFIED Based on the information submitted, the Department has verified that the activities as proposed are exempt, under Chapter 62-330.051(12)(b) and (5)(b), Florida Administrative Code, from the need to obtain a regulatory permit under Part IV of Chapter 373 of the Florida Statutes. This exemption verification is based on the information you provided the Department and the statutes and rules in effect when the information was submitted. This verification may not be valid if site conditions materially change, the project design is modified, or the statutes or rules governing the exempt activity are amended. In the event you need to re -verify the exempt status for the activity, a new request and verification fee will be required. Any substantial modifications to the project design should be submitted to the Department for review, as changes may result in a permit being required. 2. Proprietary Review- GRANTED The Department acts as staff to the Board of Trustees of the Internal Improvement Trust Fund (Board of Trustees) and issues certain authorizations for the use of sovereign submerged lands. The Department has the authority to review activities on sovereign submerged lands under Chapters 253 and 258 of the Florida Statutes, and Chapters 18-20 and 18-21 of the Florida Administrative Code. The activity appears to be located on sovereign submerged lands owned by the Board of Trustees. The activity is not exempt from the need to obtain the applicable proprietary authorization. As staff to the Board of Trustees, the Department has reviewed the activity described above, and has determined that the activity qualifies for an automatic consent by rule under Rule 18-21.005(1)(b) and Section 253.77 of the Florida Statutes to construct and use the activity on the specified sovereign submerged lands, as long as the work performed is located within the boundaries as described herein and is consistent with the terms and conditions herein. No further application is required for this consent by rule. Special Consent Conditions 1. The applicant agrees to indemnify, defend and hold harmless the Board of Trustees and the State of Florida from all claims, actions, lawsuits and demands in any form arising out of the authorization to use sovereignty submerged lands or the applicant's use and construction of structures on sovereignty submerged lands. This duty to indemnify and hold harmless will include any and all liabilities that are associated with the structure or activity including special assessments or taxes that are now or in the future assessed against the structure or activity during the period of the authorization. 2. Failure by the Board of Trustees to enforce any violation of a provision of the authorization or waiver by the Board of Trustees of any provision of the authorization will not invalidate the provision not enforced or waived, nor will the failure to enforce or a waiver prevent the Board of Trustees from enforcing the unenforced or waived provision in the event of a violation of that provision. Page 770 of 1357 Project No.: 13-0399283-001, 002 -EE Project Name: Elaine R. Levine Living Trust Page 3 of 7 3. Applicant binds itself and its successors and assigns to abide by the provisions and conditions set forth in the authorization. If the applicant or its successors or assigns fails or refuses to comply with the provisions and conditions of the authorization, the authorization may be terminated by the Board of Trustees after written notice to the applicant or its successors or assigns. Upon receipt of such notice, the applicant or its successors or assigns will have thirty (30) days in which to correct the violations. Failure to correct the violations within this period will result in the automatic revocation of this authorization. 4. All costs incurred by the Board of Trustees in enforcing the terms and conditions of the authorization will be paid by the applicant. Any notice required by law will be made by certified mail at the address shown on page one of the authorization. The applicant will notify the Board of Trustees in writing of any change of address at least ten days before the change becomes effective. 5. This authorization does not allow any activity prohibited in a conservation easement or restrictive covenant that prohibits the activity. General Conditions for Authorizations for Activities All authorizations granted by rule or in writing under Rule 18-21.005, F.A.C., except those for geophysical testing, shall be subject to the general conditions as set forth in paragraphs (a) through (i) below. The general conditions shall be part of all authorizations under this chapter, shall be binding upon the grantee, and shall be enforceable under Chapter 253 or 258, Part II, F.S. (a) Authorizations are valid only for the specified activity or use. Any unauthorized deviation from the specified activity or use and the conditions for undertaking that activity or use shall constitute a violation. Violation of the authorization shall result in suspension or revocation of the grantee's use of the sovereignty submerged land unless cured to the satisfaction of the Board. (b) Authorizations convey no title to sovereignty submerged land or water column, nor do they constitute recognition or acknowledgment of any other person's title to such land or water. (c) Authorizations may be modified, suspended or revoked in accordance with their terms or the remedies provided in Sections 253.04 and 258.46, F.S., or Chapter 18-14, F.A.C. (d) Structures or activities shall be constructed and used to avoid or minimize adverse impacts to sovereignty submerged lands and resources. (e) Construction, use, or operation of the structure or activity shall not,adversely affect any species which is endangered, threatened or of special concern, as listed in Rules 68A-27.003, 68A-27.004, and 68A-27.005, F.A.C. (f) Structures or activities shall not unreasonably interfere with riparian rights. When a court of competent jurisdiction determines that riparian rights have been unlawfully affected, the structure or activity shall be modified in accordance with the court's decision. Page 771 of 1357 Project No.: 13-0399283-001, 002 -EE Project Name: Elaine R. Levine Living Trust Page 4 of 7 (g) Structures or activities shall not create a navigational hazard. (h) Structures shall be maintained in a functional condition and shall be repaired or removed if they become dilapidated to such an extent that they are no longer functional. This shall not be construed to prohibit the repair or replacement subject to the provisions of Rule 18-21.005, F.A.C., within one year, of a structure damaged in a discrete event such as a storm, flood, accident, or fire. (i) Structures or activities shall be constructed, operated, and maintained solely for water dependent purposes, or for non -water dependent activities authorized under Paragraph 18- 21.004(1)(f), F.A.C., or any other applicable law. 3. Federal Review - NOT APPROVED Your proposed activity as outlined on your application and attached drawings does not qualify for Federal authorization pursuant to the State Programmatic General Permit and a SEPARATE permit or authorization shall be required from the Corps. You must apply separately to the Corps using their APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT, ENG FORM 4345, or alternative as allowed by their regulations. More information on Corps permitting may be found online in the Jacksonville District Regulatory Division Source Book at: https://www.sai.usace.=.mil/Missions/Re ug latory/Source-Book. Authority for review - an agreement with the USACOE entitled "Coordination Agreement Between the U. S. Army Corps of Engineers (Jacksonville District) and the Florida Department of Environmental Protection (or Duly Authorized Designee), State Programmatic General Permit", Section 10 of the Rivers and Harbor Act of 1899, and Section 404 of the Clean Water Act. Additional Information Please retain this letter. The activities may be inspected by authorized state personnel in the future to ensure compliance with appropriate statutes and administrative codes. If the activities are not in compliance, you may be subject to penalties under Chapter 373, F.S., and Chapter 18- 14, F.A.C. NOTICE OF RIGHTS This action is final and effective on the date filed with the Clerk of the Department unless a petition for an administrative hearing is timely filed under Sections 120.569 and 120.57, F.S., before the deadline for filing a petition. On the filing of a timely and sufficient petition, this action will not be final and effective until a subsequent order of the Department. Because the administrative hearing process is designed to formulate final agency action, the hearing process may result in a modification of the agency action or even denial of the application. Petition for Administrative Hearing A person whose substantial interests are affected by the Department's action may petition for an administrative proceeding (hearing) under Sections 120.569 and 120.57, F.S. Pursuant to Rules 28 - Page 772 of 1357 Project No.: 13-0399283-001, 002 -EE Project Name: Elaine R. Levine Living Trust Page 5 of 7 106.201 and 28-106.301, F.A.C., a petition for an administrative hearing must contain the following information: (a) The name and address of each agency affected and each agency's file or identification number, if known; (b) The name, address, any e-mail address, any facsimile number, and telephone number of the petitioner, if the petitioner is not represented by an attorney or a qualified representative; the name, address, and telephone number of the petitioner's representative, if any, which shall be the address for service purposes during the course of the proceeding; and an explanation of how the petitioner's substantial interests will be affected by the agency determination; (c) A statement of when and how the petitioner received notice of the agency decision; (d) A statement of all disputed issues of material fact. If there are none, the petition must so indicate; (e) A concise statement of the ultimate facts alleged, including the specific facts that the petitioner contends warrant reversal or modification of the agency's proposed action; (f) A statement of the specific rules or statutes that the petitioner contends require reversal or modification of the agency's proposed action, including an explanation of how the alleged facts relate to the specific rules or statutes; and (g) A statement of the relief sought by the petitioner, stating precisely the action that the petitioner wishes the agency to take with respect to the agency's proposed action. The petition must be filed (received by the Clerk) in the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399- 3000, or via electronic correspondence at Agency Clerkkdep. state. fl.us. Also, a copy of the petition shall be mailed to the applicant at the address indicated above at the time of filing. Time Period for Filing a Petition In accordance with Rule 62-110.106(3), F.A.C., petitions for an administrative hearing by the applicant and persons entitled to written notice under Section 120.60(3), F.S., must be filed within 21 days of receipt of this written notice. Petitions filed by any persons other than the applicant, and other than those entitled to written notice under Section 120.60(3), F.S., must be filed within 21 days of publication of the notice or within 21 days of receipt of the written notice, whichever occurs first. You cannot justifiably rely on the finality of this decision unless notice of this decision and the right of substantially affected persons to challenge this decision has been duly published or otherwise provided to all persons substantially affected by the decision. While you are not required to publish notice of this action, you may elect to do so pursuant Rule 62- 110.106(10)(a). The failure to file a petition within the appropriate time period shall constitute a waiver of that person's right to request an administrative determination (hearing) under Sections 120.569 and 120.57, F.S., or to intervene in this proceeding and participate as a party to it. Any subsequent intervention (in a proceeding initiated by another party) will be only at the discretion of the presiding officer upon the filing of a motion in compliance with Rule 28-106.205, F.A.C. If you do not publish notice of this action, this waiver will not apply to persons who have not received written notice of this action. Page 773 of 1357 Project No.: 13-0399283-001, 002 -EE Project Name: Elaine R. Levine Living Trust Page 6 of 7 Extension of Time Under Rule 62-110.106(4), F.A.C., a person whose substantial interests are affected by the Department's action may also request an extension of time to file a petition for an administrative hearing. The Department may, for good cause shown, grant the request for an extension of time. Requests for extension of time must be filed with the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399- 3000, or via electronic correspondence at Agency ClerkQdep.state.fl.us, before the deadline for filing a petition for an administrative hearing. A timely request for extension of time shall toll the running of the time period for filing a petition until the request is acted upon. Mediation Mediation is not available in this proceeding. FLAWAC Review The applicant, or any party within the meaning of Section 373.114(1)(a) or 373.4275, F.S., may also seek appellate review of this order before the Land and Water Adjudicatory Commission under Section 373.114(1) or 373.4275, F.S. Requests for review before the Land and Water Adjudicatory Commission must be filed with the Secretary of the Commission and served on the Department within 20 days from the date when this order is filed with the Clerk of the Department. Judicial Review Once this decision becomes final, any party to this action has the right to seek judicial review pursuant to Section 120.68, F.S., by filing a Notice of Appeal pursuant to Florida Rules of Appellate Procedure 9.110 and 9.190 with the Clerk of the Department in the Office of General Counsel (Station #35, 3900 Commonwealth Boulevard, Tallahassee, Florida 32399-3000) and by filing a copy of the Notice of Appeal accompanied by the applicable filing fees with the appropriate district court of appeal. The notice must be filed within 30 days from the date this action is filed with the Clerk of the Department. EXECUTION AND CLERKING Executed in Orlando, Florida. STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Bruce R. Kay Engineering Specialist Southeast District Page 774 of 1357 Project No.: 13-0399283-001, 002 -EE Project Name: Elaine R. Levine Living Trust Page 7 of 7 Enclosures: Attachment A- Specific Exemption Rule Project drawings, 9 pages CERTIFICATE OF SERVICE The undersigned duly designated deputy clerk hereby certifies that this document and all attachments were sent on the filing date below to the following listed persons: FDEP — Jeff Meyer, Bruce Kay Emily Nelson, Ocean Consulting, emilynoceanconsultingfl.com Kirk Lofgren, Ocean Consulting, kirk@oceanconsultingflcom Additional mailings: Lisa Spadafina, Miami -Dade County RER, spadaL2ku,miamidade.gov FILING AND ACKNOWLEDGMENT FILED, on this date, pursuant to Section 120.52, F. S., with the designated Department Clerk, receipt of which is hereby acknowledged. Clerk March 26, 2021 Date Page 775 of 1357 Attachment A 62-330.051 Exempt Activities. The activities meeting the limitations and restrictions below are exempt from permitting. However, if located in, on, or over state-owned submerged lands, they are subject to a separate authorization under chapters 253 and 258, F.S., as applicable. (12) Construction, Replacement, Restoration, Enhancement, and Repair of Seawall, Riprap, and Other Shoreline Stabilization — (b) The restoration of a seawall or riprap under section 403.813(l)(e), F.S., where: 1. The seawall or riprap has been damaged or destroyed within the last year by a discrete event, such as a storm, flood, accident, or fire or where the seawall or riprap restoration or repair involves only minimal backfilling to level the land directly associated with the restoration or repair and does not involve land reclamation as the primary project purpose. See section 3.2.4 of Volume I for factors used to determine qualification under this provision; 2. Restoration shall be no more than 18 inches waterward of its previous location, as measured from the waterward face of the existing seawall to the face of the restored seawall, or from the waterward slope of the existing riprap to the waterward slope of the restored riprap; and 3. Applicable permits under chapter 161, F.S., are obtained. (5) Dock, Pier, Boat Ramp and Other Boating -related Work — (b) Installation of private docks, piers, and recreational docking facilities, and installation of local governmental piers and recreational docking facilities, in accordance with section 403.813(1)(b), F.S. This includes associated structures such as boat shelters, boat lifts, and roofs, provided: 1. The cumulative square footage of the dock or pier and all associated structures located over wetlands and other surface waters does not exceed the limitations in section 403.813(1)(b), F.S.; 2. No structure is enclosed on more than three sides with walls and doors; 3. Structures are not used for residential habitation or commercial purposes, or storage of materials other than those associated with water dependent recreational use; and 4. Any dock and associated structure shall be the sole dock as measured along the shoreline for a minimum distance of 65 feet, unless the parcel of land or individual lot as platted is less than 65 feet in length along the shoreline, in which case there may be one exempt dock allowed per parcel or lot. Page 776 of 1357 LOCATION MAP AND LEGAL DESCRIPTION it LITTLErHA1TI�, �IIPPEN }EASTISIdE •. Q I•.�liwrlaw000e TAH9 II x ^' EDDE .a € i Phillip and Patricia Frost - � �l4u5eumol Science k(pg❑ ` I ! I )' MIA, O "©M1Ai» j PROJECT SITE LOCATION: 3333 Garden Ave Miami Beach, FL 33140 Cyd• r�. �,° ;l� 1. ELEVATIONS SHOWN REFER TO THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. Ir /I" rllt� 2. ALL DIMENSIONS ON PLANS ARE SUBJECT TO VERIFICATION IN THE FIELD. 3333 GDide" Avenue; �J..1_. fL 3. IT IS THE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES '.i0`avSg0RE HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND APPLICABLE CODES SHALL BE , Miami DROeach, Florida IMMEDIATELY BROUGHT TO THE ATTENTION OF ENGINEER BEFORE PROCEEDING WITH WORK. CONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE FOR ALL LINES, ELEVATIONS, AND CLIENT: Miami Beach 'Ju glelsland - I ,1(S'o 1 DTH 8 RdH de llarkctplace - - I h' :Dodge Island`s -South Po mc'.Pa k Pier,® - e - I' .c�anPr.ea,"ri LATITUDE: 25°48'34.96"N LONGITUDE: 80° 8'6.26"W FOLIO No.: 02-3227-015-0080 LEGAL DESCRIPTION: GARDEN SUB AMD SUB PB 31-9 LOTS I & 2 BLK 2 LOT SIZE 139.700 X 158 GENERAL NOTES: 1. ELEVATIONS SHOWN REFER TO THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. WATERFRONT 2. ALL DIMENSIONS ON PLANS ARE SUBJECT TO VERIFICATION IN THE FIELD. IMPROVEMENTS 3. IT IS THE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES PROJECT DEPPRO HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND APPLICABLE CODES SHALL BE , Miami DROeach, Florida IMMEDIATELY BROUGHT TO THE ATTENTION OF ENGINEER BEFORE PROCEEDING WITH WORK. CONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE FOR ALL LINES, ELEVATIONS, AND CLIENT: MEASUREMENTS IN CONNECTION WITH THEIR WORK. MR. ALAN LEVINE 4. IT IS THE INTENT OF THESE PLANS AND THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH LOCAL, STATE, AND FEDERAL ENVIRONMENTAL PERMITS ISSUED FOR THIS PROJECT. IT SHALL BE THE 3333 Garden Avenue CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE AND GOVERN HIMSELF BY ALL PROVISIONS OF THESE Miami Beach, Florida 33140 PERMITS. 5.APPLICABLE BUILDING CODE: FLORIDA BUILDING CODE, 2020 EDITION (AND CURRENT ADDENDUMS). 6. APPROVED CONTRACTOR TO DETERMINE THE SUITABILITY OF EXISTING STRUCTURES AND VERIFY ALL ENVIRONMENTAL CONSULTANT: DIMENSIONS. THE APPROVED CONTRACTOR IS RESPONSIBLE FOR ALL METHODS, MEANS, SEQUENCES AND OCEAN PROCEDURES OF WORK CONSULTING, LLC 7. DO NOT SCALE DRAWINGS FOR DIMENSIONS. 8. CONTRACTOR TO VERIFY LOCA'T'ION OF EXISTING UTILITIES PRIOR TO COMMENCING WORK. 340 Minorca Avenue, Suite 7 9. CONTRACTOR TO PROPERLY FENCE AND SECURE AREA WITH BARRICADES. Coral Gables, Florida 33134 10. ANY DEVIATION AND/OR SUBSTITUTION FROM TIME INFORMATION PROVIDED HEREIN SHALL BE Tel: (305) 921-9344 SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF WORK. 11. ALL NEW MATERIALS AND/OR PATCHWORK SHALL BE PROVIDED TO MATCH EXISTING MATERIALS AND/OR Fax: (305) 677-3254 ADJOINING WORK WHERE PRACTICAL EXCEPT AS SPECIFICALLY NOTED HEREIN. CONTRACTOR: 12. LICENSED CONTRACTOR SHALL USE ALL POSSIBLE CARE TO PROTECT ALL EXISTING MATERIALS, SURFACES, AND FURNISHINGS FROM DAMAGE DURING ALL PHASES OF CONSTRUCTION. 13. THE LICENSED CONTRACTOR TO INSTALL AND REMOVE ALL SHORING AND BRACING AS REQUIRED FOR THE PROPER EXECUTION OF THE WORK. 14. ALL NEW WORK AND/OR MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF EACH ADMINISTRATIVE BODY HAVING JURISDICTION IN EACH PERTAINING CIRCUMSTANCE. 15. THE CONTRACTOR WILL EMPLOY AND MAINTAIN ADEQUATE SEDIMENT AND EROSION CONTROL MEASURES TO PROTECT BISCAYNE BAY FROM SEDIMENT AND CONSTRUCTION DEBRIS. DESIGN CRITERIA STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE FOLLOWING CODES AND SPECIFICATIONS: 1. FLORIDA BUILDING CODE(FBC), 2020 EDITION. 2. ACI 318-19, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. 3. ASCE 7-16, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. 4. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2018 EDITION. 5. EM 1110-2-1100 (PART VI) COASTAL ENGINEERING MANUAL, 2011 EDITION. IN THE EVEN OF CONFLICT BETWEEN PERTINENT CODES AND REGULATIONS AND THE REQUIREMENTS OF THE REFERENCED STANDARDS OF THESE SPECIFICATIONS, THE PROVISIONS OF THE MORE STRINGENT SHALL GOVERN. BOLTS: 1. ALL BOLTS SHALL BE 316 STAINLESS STEEL, UNLESS OTHERWISE NOTED. CONCRETE I. CONCRETE SHALL CONFORM TO ACI 318 (LATEST ED.) AND SHALL BE REGULAR WEIGHT, SULFATE RESISTANT, WITH A DESIGN STRENGTH OF 5,000 PSI AT 28 DAYS W/ A MAX WATER-CEMENTIOUS MATERIALS RATIO, BY WEIGHT, NORMAL WEIGHT AGGREGATE CONCRETE OF 0.40. 2. OWNER SHALL EMPLOY AND PAY FOR TESTING SERVICES FROM AN INDEPENDENT TESTING LABORATORY FOR CONCRETE SAMPLING AND TESTING IN ACCORDANCE W/ ASTM. 3. LICENSED CONTRACTOR IS RESPONSIBLE FOR THE ADEQUACY OF FORMS AND SHORING AND FOR SAFE PRACTICE IN THEIR USE AND REMOVAL. 4. CONCRETE COVER SHALL BE 3" UNLESS OTHERWISE NOTED ON APPROVED DRAWINGS. 5. REINFORCING STEEL SI IALL BE IN CONFORMANCE WITH THE LATEST VERSION OF ASTM A615 GRADE 60 SPECIFICATIONS. ALL REINFORCEMENT SHALL BE PLACED IN ACCORDANCE W/ ACI 315 AND ACI MANUAL OF STANDARD PRACTICE. 6. SPLICES IN REINFORCING BARS SHALL NOT BE LESS TI IAN 48 BAR DIAMETERS AND REINFORCING SHALL B CONTINUOUS AROUND ALL CORNERS AND CHANGES IN DIRECTION. CONTINUITY SHALL BE PROVIDED AT CORNERS OR CHANGES IN DIRECTION BY BENDING THE LONGITUDINAL STEEL AROUND THE CORNER 48 BAR DIAMETERS. PILE DRIVING NOTES 1. PILE DRIVING OPERATIONS SI TALL BE OBSERVED BY A SPECIAL INSPECTOR, INCLUDING TEST PILES SUFFICIENT TO DETERMINE THE APPROXIMATE LENGTH REQUIRED TO MEET DESIGN CAPACITY. 2. PILES SHALL BE DRIVEN USING AN APPROVED CUSHION BLOCK CONSISTING OF MATERIAL SO ARRANGED SO AS TO PROVIDE THE TRANSMISSION OF THE HAMMER ENERGY. 3. PILES SHALL BE DRIVEN TO REQUIRED MINIMUM 15 TON BEARING CAPACITY. 4. PILES SHALL BE DRIVEN WITII A DROP HAMMER OR GRAVITY HAMMER PROVIDED THE HAMMER SHALL WEIGH NO LESS THAN 3,000 POUNDS, AND THE FALL OF THE HAMMER SHALL NOT EXCEED 6 FT. 5. PILES SHALL BE DRIVEN WITH A VARIATION OF NOT MORE THAN}" PER FOOT FROM THE VERTICAL, OR FROM THE BATTER LINE INDICATED, WITH A MAX VARIATION OF THE HEAD OF THE PILE FROM THE POSITION SHOWN ON THE PLANS OF NOT MORE THAN 3". 6. WHERE PILING MUST PENETRATE STRATA OFFERING HIGH RESISTANCE TO DRIVING, THE STRUCTURAL ENGINEER OF RECORD OR SPECIAL INSPECTOR MAY REQUIRE THAT PILES BE SET IN PREDRILLED OR PUNCHED HOLES. THE PILES SHALL REACH THEIR FINAL PENETRATION BY DRIVING. PROJECT ENGINEER: SEAL/SIGNATURE/DATE PERMIT DRAWINGS Issue # Issue Date (1) March 10, 2021 Q2 March 25, 2021 PROJECT: 2040120 1 PROJECT LOCATION & NOTES S-1 3333 GARDEN AVE OPPOSITE SHORELINE. / WATERFRONT IMPROVEMENTS DEP, PROJECT Beach, Florida \ CLIENT :MimiM / \ MR. ALAN LEVINE / \ 3333 Garden Avenue Miami Beach, Florida 33140 / B I S C A Y N E B A Y ENVIRONMENTAL CONSULTANT: \ OCEAN / CONSULTING, LLC 340 Minorca Avenue, Suite 7 R i1 / / / (3) EXISTING WOOD MORNING PILES TO BE REMOVED_ \"per \ \ Coral Gables, Florida 33134 Tel: (305) 921-9344 I=: (305) 677-3254 CONTRACTOR: PROJECT ENGINEER: SEAL/SIGNATURE/DATE / 159'-8" EXISTING CONCRETE SEAWALL AND CAP TO REMAIN. - 38.7 LF OF EXISTING ."CONCRETE BAG FOOTER TO BE REMOVED. EXISTING WOOD 79.6 LF OF EXISTING DOCK TO BE CONCRETE FOOTER REMOVED. TO REMAIN. 6T_5" 69'-9" 22'_6" 41' 2" 79.6 LF OF EXISTING \ CONCRETE BAG FOOTER . TOP OF CAP A EL.+4.00'NAVD TO BE CUT AS NECESSARY. \ — — — — UNAUTHORIZED DAVIT A UNAUTHORIZED 15" E / CRANE AND CONCRETE S -TYPE MOORING / S_[} PAD TO BE REMOVED. CLEATS TO BE REMOVED. S-6 I - 79'_10" — - 13'-3" 12'-9" — PROPERTY LINE — - — — � TOP OF CAP ' EL.+4.10' NAVD C / S-5 PERMIT DRAWINGS Issue # Issue Date Q March 10, 2021 02 March 25, 2021 m 79'-7" z PROJECT: 20-10120 EXISTING CONDITIONS �* u o x -3333 GARDENAVE- Miami Beach, FL �r C =w EXISTING CONDITIONS a SCALE: AS SHOWN Page 778 of 1357 o a SHEETNO.S-2 /�/ SJ 2 N GRAPHIC SCALE 3333 GARDEN AVE OPPOSITE SHORELINE. WATERFRONT \ IMPROVEMENTS DEPPROJECT / Miami Beach, Florida / B I SCA Y N E B A Y \ CLIENT: MR. ALAN LEVINE 159'-8" 3333 Garden Avenue Miami Beach, Florida 33140 ENVIRONMENTAL CONSULTANT: (3)NEW 12" DIA. CCA � MARINE TREATED WOOD .�` OCEAN CONSULTING, LLC �0 MORNING PILES DRIVE TO A 15'd'� 7 TON. MIN. BEARING CAPACITY. G� Suite 7 v 340 Minorea Avenue, \ Coral Gables, Florida 33134 o �9, 22 Tel: (305) 921-9344 F.: 677-3254 It (305) CONTRACTOR: 68' 29'-8" 29'-8"� 32' 1t / / U NEW 693.5 SF WOOD DOCK \ SEE SEAWALL o SUPPORTED BY (8) NEW 12" DIA / IMPROVEMENTS BELOW. N WOOD DOCK PILES. \ PROJECT ENGINEER: 70' 22'-6" TOP NEW CAP !E!71-17 .+OF NWA 1 B i o N — PROPERTY LINE — — ; 1 'O'' SEAL/SIGNATURE/DATE 79_'-10"— }— PROPOSED CONDITIONS �— — 79'-7 a -3333 GARDEN AVE - = a illiami Beach, FL / 159'-8" 80'-5" 79'-3" TOP OF NEW CAP NEW 4' LONG, INTERLOCKING EXISTING CONCRETE NEW REINFORCED CONCRETE (33) NEW 12"x 12" P.S. EL. +5.70'NAVD AWL -3 ALUMINUM SHEET FOOTER TO REMAIN. EXISTING CONCRETE SEAWALL CAP INSTALLED CONCRETE BATTER PILES PERMIT DRAWINGS PILING TOEWALL FOOTER. Y O.C. MAX SEAWALL TO REMAIN. ATOP EXISTING SEAWALL. SPACED AT 5' O.C. MAX. a.4444444o ? �I /Issue # Issue Date N ;y5f 01 March 10, 2021 — 4P-2" 394, PROPERTY LINE — — — — — — 02 March 25, 2021 79'-10" — — —� — B _ -4 S-6 PROPOSED SEAWALL CONDITIONS PROJECT: zo-lolzo -3333 GARDEN AVE - D Aiiami Beach, FL S-5 _ PROPOSED CONDITIONS SCALE: AS SHOWN SHEET NO. Page 779 of 1357 ° a' S-3 N GRAPHIC SCALE 3333 GARDEN AVE 4' LONG, INTERLOCKING AWL -3 ALUMINUM SHEET PILING NEW 12x12" P.S. CONCRETE BATTER PILES WATERFRONT TOEWALL FOOTER; PUMP 3,000 PSI CONCRETE BETWEEN SPACED 5' O.C. MAX DRIVEN 24 -FT B.E.L.S. IMPROVEMENTS SHEETING AND SEAWALL BY MEANS OF TREMIE HOSE TO A 25 -TON COMPRESSION/ 7 TON TENSION DEP PROJECT FROM CONCRETE PUMP TRUCK TO PREVENT EROSION BEARING CAPACITY ACCORDING TO Miami Beach, Florida CLIENT: BEHIND EXISTING SEAWALL. TOTAL LINEAR FT: 79.8'. DYNATECH ENGINEERING CORP TOTAL CU YARDAGE OF CONCRETE= 2.8. CU GEOTECHNICAL REPORT DATED 8/19/2020. MR. ALAN LEVINE YARDS/LINEAR FT =0.04. 3333 Garden Avenue NEW REINFORCEDMiami CONCRETE SEAWALL CAP. 5' O.C. IMAX Beach, Florida 33140 ENVIRONMENTAL CONSULTANT: OCEAN EXISTING CONCRETE CONSULTING, LLC SEAWALL AND CAP V 340 Minorca Avenue, Suite 7 TO REMAIN. - Coral Gables, Florida 33134 —+k Tel: (305) 921-9344 <V Faz: (305)677.3254 CONTRACTOR: -III -III -III I I l -IIR—`= I:, 1111III II � 4 B .S-4 I III -III -1 UPLA'\rDS El I1=1I1=II1=1I1=1II=l -1 I- -� 1—III—III=III-1 I-1 I I EXISTING CONCRETE EXISTING SEAWALL CONDITION USE CLEAN BACKFILL PER FBC 1 STANDARDS IN ALL AREAS SEAWALL TO PROPOSED SEAWALL CONDITION 2 REMAIN. PROJECT ENGINEER: SCALE: 3/8" = P-0" S_4 BEHIND NEW SEAWALL. SCALE: 3/8" = P -O" S_4 NEW 20"x32" CONCRETE CAP OVER POUR I WITH CHAMFERD EDGES. USE #3 HOOPS AT 12" O.C. 3" O.C. OVER PILINGS (6" BOTH SIDES). USE (4) TOP CONT #5 REBAR, (2) MIDDLE CONT SEAL / SIGNATURE / DATE 1 EXISTING CONCRETE USE CLEAN BACKFILL PER FBC V MAXI ] 2'-8 SEAWALL AND CAP STANDARDS IN ALL AREAS TO REMAIN. BEHIND NEW SEAWALL. z #5 REBAR, (4) BOTTOM CONT #5 REBAR. TOP OF NEW CAP EL.+5.70' NAVD VAR 2'-11" MAX - •"'% 1'-4' TOP OF EXISTING SEAWALL t.�p'::. NEW 12x12" P.S. CONCRETE BATTER PILES SPACED 5' O.C. MAX DRIVEN 24' B.E.L.S. TOA 25 -TON COMPRESSION/ 7 TON MI 1 \ \ �� \\ EL. +4.00' NAVD MHW LINE EL.+0.14'NAVD O, •\i/��/.�i/\� I'-4" DRILL & EPDXY 18"x 18" #6 HOOKS / AT 12"O.C. (TYP.) 6" MIN //\\// EMBEDMENT IN TO EXISTING SEAWALL. HOOK TO EXTEND 18 \�.\\\IMAX. EXISTING CONCRETE / SEAWALL TO REMAIN. TENSION BEARING CAPACITY ACCORDING TO DYNATECH ENGINEERING CORP GEOTECHNICAL REPORT DATED c4 AUGUST 19, 2020. MIN 4" EMBED INTO NEW CAP AND DRILL W AND EPDXY #7 L -BAR AND EXTEND 18" MIN. INTO CAP. E.., 3 _ C�7 MeLL oo EL.+0.14'NAVD F- PERMIT DRAWINGS Issue # Issue Date 01 March 10, 2021 m MLW LINE EL. -2.06' NAVD '; �^ � ; r}: Y a MLW LINE EL. -2.06' NAV D 4' LONG, INTERLOCKING AWL -3 ALUMINUM SHEET PILING TOEWALL FOOTER; PUMP 3,000 PSI CONCRETE BETWEEN Q2 March 25, 2021 PROJECT: 20-10120 ..; x s c•? +.:';�t, :; i� •`, SHEETING AND SEAWALL BY MEANS OF TP EMIE HOSE ^`:a . • ^ FROM CONCRETE PUMP TRUCK TO PREVENT EROSION SEAWALL DETAILS AND SECTIONS N BEHIND EXISTING SEAWALL. TOTAL LINEAR FT =79.8'. TOTAL CU YARDAGE OF CONCRETE= 2.8. CU YARDS/LINEAR FT =0.04. SEE ALUM DETAIL ON S-7. SCALE:ASSHOWN 'yyyy AA SHEET NO. S-4 ` — / 1 �� EXISTING SEAWALL SECTION A PROPOSED SEAWALL SECTION/ D 1 SCALE: 3/8" = P-0" SCALE: 3/8" = I'-0" S_4 P." -of 1357 3333 GARDEN AVE WATERFRONT NEW REINFORCED NEW 12x12" P.S. CONCRETE BATTER PILES SPACED CONCRETE SEAWALL CAP. 5' O.C. MAX DRIVEN 24' B.E.L.S. TO A 25-TON IMPROVEMENTS DEP PROJECT COMPRESSION/ 7 TON TENSION BEARING CAPACITY Miami Beach, Florida CLIENT: ACCORDING TO DYNATECH ENGINEERING CORP EXISTING CONCRETE SEAWALL TO REMAIN. EXISTING CONCRETE FOOTER TO EXISTING CONCRETE GEOTECHNICAL REPORT DATED AUGUST 19, 2020. REMAIN AND BE CUT AS SEAWALL TO REMAIN. NECESSARY FOR INSTALLATION OF NEW BATTER PILES. T O.C.. MAX MR. ALAN LEVINE 3333 Garden Avenue Miami Beach, Florida 33140 ENVIRONMENTAL CONSULTANT: OCEAN _r CONSULTING, LLC I_ op C?Tel: 1 Minora Avenue, Suite 7 al Gables, Florida 33134 Coral (305) 921-9344 Fax: (305)677-3254 cV CONTRACTOR: L•P[.�LVDS USE CLEAN BACKFILL PER FBC .III=III=IIIIII-1 STANDARDS IN ALL AREAS I I- MIM I I—I �— / S-5 BEHIND NEW SEAWALL. PROJECT ENGINEER: EXISTING SEAWALL CONDITION( 3 1 PROPOSED SEAWALL CONDITION / + \ SCALE: 3/8" = F-0" S_5 SCALE: 3/8" = l'-0" S-5 NEW 19"02" CONCRETE CAP OVER POUR I" EXISTING USE CLEAN BACKFILL PER FBC STANDARDS IN VAR 2'-1 I ALL AREAS BEHIND MAX 2'-8" CONCRETE NEW SEAWALL. WITH CHAMFERD EDGES. USE #3 HOOPS AT 12" O.C. 3" O.C. OVER PILINGS (6" BOTH SIDES). USE (4) TOP CONT #5 REBAR, (2) MIDDLE CONT #5 REBAR, (4) BOTTOM CONT 45 REBAR TO+5.70' NAVDP OF NEW CAP EL. SEAL/ SIGNATURE/ DATE SEAWALL VAR 2'-1 I" MAX I TO REMAIN. TOP OF EXISTING SEAWALL ;•'_ •'•'•' .` "' d EL.+4.10'NAVD ..•:::::::.: �•: F-8n .\ , \\ h NEW 12x12" P.S. CONCRETE BATTER PILES SPACED 5' O.C. MAX DRIVEN 24' B.E.L.S. TO A 25-TON COMPRESSION/ 7 TON TENSION BEARING CAPACITY ACCORDING TO DYNATECH ENGINEERING CORP GEOTECHNICAL REPORT DATED X - /•\\/\/�\\\� 0 ' ; DRILL & EPDXY 18"x 18" #6 HOOKS/ AT 12"O.C. (TYP.) 6" MIN\/ EMBEDMENT IN TO EXISTING / SEAWALL. HOOK TO EXTEND 18'. m MHW LINE �y/\\ EL. +0.14' NAVD \\/ EXISTING CONCRETE' / SEAWALL TO REMAIN. //j�/ m MLW LINE AUGUST 19, 2020. MIN 4" EMBED INTO NEW CAP AND DRILL AND EPDXY #7 L-BAR AND EXTEND 18" MIN. INTO CAP. 1 W 3 p m MHW LINE [•-� EL. +0.14' NAVD 60 MLW L1NE PERMIT DRAWINGS Issue # Issue Date QI March 10, 2021 Q Mach 25, 2021 EL. -2.06' NAVD -� E-L -2.06' NAVD EXISTING CONCRETE PROJECT: 20-10120 FOOTER TO REMAIN. EXISTING CONCRETE BAG FOOTER EXISTING CONCRETE TO REMAIN AND BE CUT AS FOOTER TO REMAIN. ••.i...'• •'�"'. •: - • ••:. • • NECESSARY FOR INSTALLATION OF •. - NEW BATTER PILES. ' SEAWALL DETAILS AND SECTIONS EXISTING SEAWALL SECTION /C 1 PROPOSED SEAWALL SECTION( L \ SCALE: 3/8" = P-0" S-5 SCALE: 3/8" = 1'-0" S_5 Page 781 of 1357 SCALE: AS SHOWN SHEETNO. S-5 3333 GARDEN AVE 4' LONG, INTERLOCKING AWL -3 ALUMINUM SHEET PILING TOEWALL FOOTER; PUMP 3,000 PSI CONCRETE BETWEEN NEW 12x12" P.S. CONCRETE BATTER PILES SPACED 5' O.C. MAX DRIVEN 24' WATERFRONT IMPROVEMENTS EXISTING CONCRETE SHEETING AND SEAWALL BY MEANS OF TREMIE HOSE FROM CONCRETE PUMP TRUCK TO PREVENT EROSION BEHIND EXISTING SEAWALL. TOTAL LINEAR FT =79.7. B.E.L.S. TO A 25 -TON COMPRESSION/ 7 TON TENSION BEARING CAPACITY ACCORDING TO DYNATECH DEP PROJECT Miami Beach, Florida CLIENT: BAG FOOTER AND DEBRIS TOTAL CU YARDAGE OF CONCRETE= 2.8. CU ENGINEERING CORP GEOTECHNICAL MR. ALAN LEVINE TO BE REMOVED. YARDS/LINEAR FT =0.04. SEE ALUM DETAIL ON S-7. REPORT DATED AUGUST 19, 2020. J5�'.0. 3333 Garden Avenue NEW REINFORCED Miami Beach, Florida 33140 EXISTING CONCRETESEAWALL TO REMAIN. CONCRETE SEAWALL CAP. X ENVIRONMENTAL CONSULTANT: OCEAN CONSULTING, LLC V 340 Minorca Avenue, Suite 7 ;_•� - - - ."J• `" Coral Gables, Florida 33134 Tel: (305) 921-9344 �, CV Fax: (305) 677-3254 CONTRACTOR: L-1 I—III I I I I I I I I I I I 1-1 I 6 I- F —I I—III—III—III—III—I I I �'PI,:os-1 I— II I-1 —III—III—III—III I I I -III- EXISTING CONCRETE S -O III—III—III—III—III—III— SEAWALL TO REMAIN. EXISTING SEAWALL CONDITION/ USE CLEAN BACKFILL PER FBC STANDARDS IN ALL AREAS �� BEHIND NEW SEAWALL. -5 \ PROPOSED SEAWALL CONDITION PROJECT ENGINEER: SCALE: 3/8" = l'-0" ,' _6 SCALE: 3/8" = 1'-0" S' _6 NEW 20"02" CONCRETE CAP OVER POUR I WITH CHAMFERD EDGES. USE #3 HOOPS AT 12" O.C. 3" O.C. OVER PILINGS (6" BOTH SIDES). USE (4) TOP CONT #5 REBAR, (2) MIDDLE CONT SEAL / SIGNATURE / DATE VAR T-11" USE CLEAN BACKFILL PER FBC 2'_8 ' STANDARDS IN ALL AREAS\MAX EXISTING CONCRETE BEHIND NEW SEAWALL.z #5 REBAR, (4) BOTTOM CONT #5 REBAR. TOP OF NEW CAP EL.15.70'NAVD VAR 2-11 ' MAX SEAWALL TO REMAIN. ::";"' I - j ,_4" - • `• TOP OF EXISTING SEAWALL ' :;•� `::' o0 NEW 12x12" P.S. CONCRETE BATTER PILES SPACED T O.C. MAX DRIVEN 24' B.E.L.S. TO A 25 -TON COMPRESSION/ 7 TON I \\ \\ \\ \ \ \ \ \ •�/\%%\% +4.00' NAVD EXISTING CONCRETE BAG FOOTER AND DEBRIS TO REMOVED. BE MHW LINE p EL. NAVD •:',•.' • ~�•• •;i•^:°", v�\��\\;/\y 1 �-4" DRILL &EPDXY 18"x 18" #6 HOOKS / EMBEDMENT N TO EXISTING 6 NG �\ SEAWALL. HOOK TO EXTEND 18". ^�%\\/ �i�\// P MAX. EXISTING CONCRETE SEAWALL TO REMAIN. TENSION BEARING CAPACITY ACCORDING TO DYNATECH ENGINEERING CORP GEOTECHNICAL REPORT DATED CC AUGUST 19, 2020. MIN 4" EMBED INTO NEW CAP AND DRILL 1 O AND EPDXY #7 L -BAR AND EXTEND 18" MIN. INTO CAP. 13 INE EL +0 14'NAVD i� PERMIT DRAWINGS Issue tf Issue Date March 10, 2021 Q7 MLW LINEm ' EL.-2.06'NAVD .,ts:. MLW LINE EL.-2.06'NAVD 02 Mazch 25, 2021 `"�'• 4LONG, INTERLOCKING AWL -3 ALUMINUM SHEET PILING TOEWALL FOOTER; PUMP 3,000 PSI CONCRETE BETWEEN PROJECT: 20-10120 ' ... •. i�l•�,':a.•^• SHEETING AND SEAWALL BY MEANS OF TREMIE HOSE FROM CONCRETE PUMP TRUCK TO PREVENT EROSION SEAWALL DETAILS AND SECTIONS '.1 N BEHIND EXISTING SEAWALL. TOTAL LINEAR FT=79.7. TOTAL CU YARDAGE OF CONCRETE= 2.8. CU YARDS/LINEAR FT =0.04. SEE ALUM DETAIL ON S-7. SCALE: AS SHOWN SHEET NO. ((((�� — V `///! ` v �� EXISTING SEAWALL SECTION / PROPOSED SEAWALL SECTION( r \ SCALE: 3/8" = I'-0" Pag _ of 1357 SCALE: 3/8" = F-0" S_6 (8) NEW 12" DIA. MARINE TREATED WOOD NEW 3x 8, P.T. WOOD STRINGERS AT 16"O.C. NEW IPE HARDWOOD FASCIA (3 LAYERS) SECURED TO PILES, DRIVEN TO A 15 -TON MIN. BEARING MAX, SECURED TO SUB -STRINGER. USE S.S STRINGER WITH S.S. DECK CAPACITY. TO EXTEND 6' ABOVE DECK. HURRICANE STRAPS WITH 10d S.S. NAILS (TYP.) SCREWS. STRINGERS. 70' 91, 9.11 9'-3" 10' 10' 10' 10' 10 9'-3" 12" DIA. DOCK PILE. IPE WOOD FASCIA BOARD. 3x8 PT WOOD .,, STRINGER. cV .711 11 11 11 a S NEW BLOCK HANGERS SECURED TO CONCRETE SEAWALL. (1` NEW 3x10, P.T. WOOD SUB- STRINGER SECURED WITH (2) %" DIA S.S. THROUGH BOLTS WITH NEW %x6 IPE HARDWOOD DECKING EXISTING CONCRETE WASHERS AT EACH END. (TYP.) SECURED WITH (2) 3" LONG, #10 S.S. SEAWALL TO REMAIN DECK SCREWS AT EACH STRINGER. DOCK FRAMING PLAN SCALE: 3/16" = V TYPICAL DOCK EDGE PLAN DETAIL SCALE: %"=F-0" S_� Page 783 of 1357 12" DIA. DOCK PILE. 3x8 PT WOOD STRINGER- IPE TRINGERIPE WOOD FASCIA BOARD. (2) %" DIA S.S. THRU 6" BOLTS WITH WASHERS AT EACH END. /-I DECKING. 3x10 PT WOOD SUB -STRINGER TYPICAL DOCK EDGE DETAIL SCALE: %" = 1'4' S-'7 P.T.4"x12"x26" (2) 3/4" S.S. WEDGE BY HANGER SIMPSON FASTENERS BLOCK TYP. ANCHOR BOLTS INTO 11.25" CAP (6" EMB) - d. � V - (2) 3/4" S.S. THROUGH BOLTS W/WASHER 00 3x10 TIMBERJOIST 5 5/8" 5 5/8" MARGINAL DOCK HANGER BLOCK DETAIL(9:) SCALE: %" = P-0" S' _7 3333 GARDEN AVE WATERFRONT IMPROVEMENTS DEPPROJECT Miami Beach, Florida CLIENT: MR. ALAN LEVINE 3333 Garden Avenue Miami Beach, Horida 33140 ENVIRONMENTAL CONSULTANT: OCEAN CONSULTING, LLC 340 Minorca Avenue, Suite 7 Coral Gables, Florida 33134 Tel: (305) 921-9344 1-: (305) 677-3254 CONTRACTOR: PROJECT ENGINEER: SEAL/SIGNATURE PERMIT DRAWINGS Issue # Issue Date Q March 10, 2021 02 March 25, 2021 PROJECT: 20-10120 DOCK FRAMING PLAN AND DETAILS SCALE: AS SHOWN SHEET NO. S7 / (2) Y4" DIA S.S. THRU 2x8" PT WOOD FASCIA BOLTS WITH WASHERS BOARD ATTACHED TO AT EACH END. STRINGERS. 3x10" PT WOOD SUB -STRINGER. 12" DIA. DOCK PILE. IPE WOOD FASCIA BOARD. 3x8 PT WOOD STRINGER. TYPICAL DOCK EDGE PLAN DETAIL SCALE: %"=F-0" S_� Page 783 of 1357 12" DIA. DOCK PILE. 3x8 PT WOOD STRINGER- IPE TRINGERIPE WOOD FASCIA BOARD. (2) %" DIA S.S. THRU 6" BOLTS WITH WASHERS AT EACH END. /-I DECKING. 3x10 PT WOOD SUB -STRINGER TYPICAL DOCK EDGE DETAIL SCALE: %" = 1'4' S-'7 P.T.4"x12"x26" (2) 3/4" S.S. WEDGE BY HANGER SIMPSON FASTENERS BLOCK TYP. ANCHOR BOLTS INTO 11.25" CAP (6" EMB) - d. � V - (2) 3/4" S.S. THROUGH BOLTS W/WASHER 00 3x10 TIMBERJOIST 5 5/8" 5 5/8" MARGINAL DOCK HANGER BLOCK DETAIL(9:) SCALE: %" = P-0" S' _7 3333 GARDEN AVE WATERFRONT IMPROVEMENTS DEPPROJECT Miami Beach, Florida CLIENT: MR. ALAN LEVINE 3333 Garden Avenue Miami Beach, Horida 33140 ENVIRONMENTAL CONSULTANT: OCEAN CONSULTING, LLC 340 Minorca Avenue, Suite 7 Coral Gables, Florida 33134 Tel: (305) 921-9344 1-: (305) 677-3254 CONTRACTOR: PROJECT ENGINEER: SEAL/SIGNATURE PERMIT DRAWINGS Issue # Issue Date Q March 10, 2021 02 March 25, 2021 PROJECT: 20-10120 DOCK FRAMING PLAN AND DETAILS SCALE: AS SHOWN SHEET NO. S7 / 3333 GARDEN AVE WATERFRONT IMPROVEMENTS DEP PROJECT Miami Beach, Florida CLIENT: MR ALAN LEVINE 3333 Garden Avenue Miami Beach, Florida 33140 ENVIRONMENTAL CONSULTANT: OCEAN NEW 12" DUI. MARINE TREATED WOOD CONSULTING, LLC PILES, DRIVEN TO A 15 -TON MIN. BEARING CAPACITY. TO EXTEND 6' ABOVE DECK. 340 Minorea Avenue, Suite 7 Coral Gables, Florida 33134 Tel: (305) 921-9344 NEW 3x 8, P.T. WOOD STRINGERS AT 16" O.C. NEW %x6 IPE HARDWOOD DECKING MAX, SECURED TO SUB -STRINGER. USE S.S SECURED WITH (2) 3" LONG, #10 S.S. HURRICANE STRAPS WITH 10d S.S. NAILS ('TYP.) DECK SCREWS AT EACH STRINGER. Fax: (305) 677-3254 CONTRACTOR: VAR 2'-11" 2'-8" VAR 12' MAX MAX TOP OF NEW DOCK ^� E1.+5.70'NAVD PROJECT ENGINEER: I t .,• U U U •, •/•,'•�••; ,'�• NEW IPE HARDWOOD FASCIA (3 j j LAYERS) SECURED TO STRINGER WITH S.S. DECK SCREWS. SEAL/ SIGNATURE/ DATE NEW BLOCK HANGERS SNEW ECURBLC ED CONCRETE SEAW \ \ \��\�� CONCRETE SEAWALL. IMPROVEMENTS O /�� S-4 TO S-6. \� NEW 3x10, P.T. WOOD SUB - 7 MHW LINE — EL.+0.14' NAVD STRINGER SECURED WITH (2)Y4" DIA S.S. THROUGH BOLTS WITH WASHERS AT EACH END. (TYP.)MLW LINE EL. -2.06' NAVD PERMIT DRAWINGS Issue # Issue Date Cl March 10, 2021 02 March 25, 2021 4.4 ` ... . PROJECT: 20-10120 DOCK SECTION :• ", ' DOCK SECTION G SCALE: AS SHOWN SHEET NO. SCALE: y"=1'-0" S_8 Page 784 of 1357 S-8 STRANDS - USE FOUR 7/16" (270K) LOW RELAXATION ASTM 416-87 UNCOATED PILE NOTE: 7 -WIRE STRANDS TENSIONED TO 2.33 KIPS EACH CONCRETE COMPRESIVE STRENGTH: I -POINT PICKUP -MAXIMUM L = 50' 3000 PSI @ RELEASE 2 -POINT PICKUP -MAXIMUM L= 62' 5000 PSI @ DRIVING SPIRAL TO BE ASTM A-82 TIGHT 5 GAUGE SPIRAL HARD -DRAWN WIRE 12 1/4" 212' MIN. CLEAR PILE LENGTH =L' 0.20 L 0.60 L 0.20 L 2 -POINT PICKUP • • 5 GAUGE SPIRAL, 7/16" STRANDS 0.30 L 1 -POINT PICKUP - 1"CHAMFERED EDGES. I I Y4" 2" CU 6 SP @ 3" 8" SPACING (TYP.) 6 SP @ 3" 2" CL CONCRETE PILE DETAIL10 SCALE: I" = F-0" S-9 FIBROUS JOINT FILLER OR SIMILAR • '^d . d •: '� • NEW CONCRETE:'.°' • ° SEAWALL CAP !.d. NEW COLD CONCRETE CONTROL JOINTS. SPACED AT 50' O.C. ACROSS NEW SEAWALL CAP d. • Aa d • � !. y •dam da " 6o d C • . . 4 - d a . s.. A ' d' �'a I EXISTING CONCRETE Ir SEAWALL. 7 r� COLD JOINT DETAIL 11 SCALE: %" = V -O" S-9 Page 7 1357 Oft WGATOitAnuminumM Sheet Piling and Components CRANE MATERIALS INTERNATIONAL upaaxe rarva,rymtt AWL -3 i MAX Allowable Moment (M) - 1,950 ft-Ib/ft - 8.67 kN-m/m ' Section Modulus (Z) 1.2 in'/ff - 65 cm'/nn Moment of Inertia (I) 1.5 in /ft 205 cm Inn Thickness (t) 0.095 in 2.4 mm ' Section Depth 2.5 in 64 mm Section Width 12 in 305 mm Design Modulus of Elasticity (E) 10 x10° psi 68,900 Mpa , Material _ 6061-T6 Marine Grade Aluminum I Standard Colors Mili Finish Profile/ Patented Features Pan Profile 2.5" 1,95" 12" 0 2011 Cmpe Materials '4501 Circl+ 75 Poskway, Suite E-5370 Atiortm GA 30339 USA Phone ;. 001-770-933-8148 Fox 770-933-8363 WATERFRONT IMPROVEMENTS DEP PROJECT Miami Beach, Florida CLIENT: MM ALAN LEVINE 3333 Garden Avenue Miami Beach, Florida 33140 ENVIRONMENTAL CONSULTANT: OCEAN CONSULTING, LLC 340 Minorca Avenue, Suite 7 Coral Gables, Florida 33134 Tel: (305) 921-9344 Fax: (305) 677-3254 CONTRACTOR: PROJECT ENGINEER: SEAL/SIGNATURE/DATE PERMIT DRAWINGS Issue fil Issue Date Q March 10, 2021 Q March 25, 2021 PROJECT: 20.10120 CONCRETE PILE AND COLD JOINT DETAILS S-9 DEPARTMENT OF THE ARMY CORPS OF ENGINEERS, JACKSONVILLE DISTRICT 701 SAN MARCO BOULEVARD JACKSONVILLE, FLORIDA 32232-0019 Regulatory Division South Permits Branch Miami Permits Section SAJ-2021-00653 (NW/GP-LOB) June 22, 2021 Elaine R. Levine Living Trust 3333 Garden Avenue Miami Beach, FL 33140 Sent via email: AWL@levinelawfirm.com To Whom It May Concern: The U.S. Army Corps of Engineers (Corps) has completed the review of your application for a Department of the Army permit, which the Corps received on 24 February 2021. Your application was assigned file number SAJ-2021-00653. A review of the information and drawings provided indicates that the proposed work would result in the following components: remove 38.7 -linear feet of existing concrete bag footer; remove existing marginal wood dock, remove (3) existing wood mooring piles; install new 693.5 -square -feet marginal wood dock supported by (8) new 12 -inch diameter wood dock piles; install (3) new 12 -inch diameter wood mooring piles (3 -square -feet); install new 4 -feet long aluminum sheet piling toe -wall footer across 80.42 -linear -feet (321 -68 -square -feet); install new concrete seawall cap installed atop existing seawall across 159.67 -linear -feet (424.72 -square -feet); and install (33) new 12 -inch x 12 -inch concrete batter piles (33 -square -feet). Turbidity curtains will be present during all stages of work. The project is located at Biscayne Bay at 3333 Garden Avenue in Section 37, Township 53 South, Range 42 East, in Miami Beach, Florida 33140 (Folio # 03-3227- 015-0080) (Latitude: 25.809620°; Longitude: -80.135063°). The aspect of your project involving installation of riprap as depicted on the attached drawings, is authorized by Nationwide Permit 3 (NWP-3), Maintenance, which became effective on March 19, 2017 (82 FR 1860, January 6, 2017). This verification is valid until March 18, 2022.. In order for this NWP authorization to be valid, you must ensure that the work is performed in accordance with the Nationwide Permit General Conditions, the Jacksonville District Regional Conditions, and the General and Project - Specific Special Conditions listed below. Furthermore, if you commence or are under contract to commence this activity before the date that the relevant nationwide permit is modified or revoked, you will have 12 months from the date of the modification or revocation of the NWP to complete the activity under the present terms and conditions of this NWP. Alternatively, you can access the U.S. Army Corps of Engineers' (Corps) Jacksonville District's Regulatory Source Book web page for links to view Nationwide Permit information at: https://www.sai.usace.army.miI/Missions/Regulatory/Source- Page 786 of 1357 Book/. Please be aware this Internet address is case sensitive and should be entered as it appears above. Once there you will need to select "Source Book"; and, then select "Nationwide Permits." These files contain the description of the Nationwide Permit authorization, the Nationwide Permit general conditions, and the regional conditions, which apply specifically to this NWP verification. The aspect of your project involving installation of dock and boatlifts, as depicted on the attached drawings, is authorized by Regional General Permit (RGP) SAJ-20 and its subsequent modifications, if applicable. This RGP authorization is valid until 27 March 2023. Please access the Corps' Jacksonville District Regulatory Division Source Book webpage to view the special and general conditions for SAJ-20, which apply specifically to this authorization. The Internet URL address is: http://www.sai.usace.army.mil/Missions/Regulato[y.aspx. Please be aware this Internet address is case sensitive; and, you will need to enter it exactly as it appears above. Once there select "Source Book"; and, then select "General Permits." Then you will need to select the specific SAJ permit noted above. You must comply with ALL the NWP and RGP general, special, and/or regional Conditions, attached and/or incorporated by reference, and the Project Specific Special Conditions and General Conditions, listed below, or you may be subject to enforcement action. Project Specific Special Conditions: The following project specific special conditions are included with this verification: 1. Reporting Address: The Permittee shall submit all reports, notifications, documentation and correspondence required by the general and special conditions of this permit to either (not both) of the following addresses: a. For electronic mail (preferred): SAJ- RD -E nforce ment(aD.usace.army. miI (not to exceed 15 MB). b. For standard mail: U.S. Army Corps of Engineers, Regulatory Division, Enforcement Section, P.O. Box 4970, Jacksonville, FL 32232-0019. The Permittee shall reference this permit number, SAJ-2021-00653 (NW/GP- LOB), on all submittals. 2. Self -Certification: Within 60 days of completion of the work authorized by this permit, the Permittee shall complete the attached "Self -Certification Statement of Compliance" form (Attached) and submit it to the Corps. In the event that the Page 787 of 1357 completed work deviates in any manner from the authorized work, the Permittee shall describe the deviations between the work authorized by this permit and the work as constructed on the "Self -Certification Statement of Compliance" form. The description of any deviations on the "Self -Certification Statement of Compliance" form does not constitute approval of any deviations by the Corps. 3. Commencement Notice: Within 10 days from the date of initiating the work authorized by this permit the Permittee shall submit a completed "Commencement Notification" Form (Attached). 4. Assurance Of Navigation And Maintenance: The Permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structures or work herein authorized, or if in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the Permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal or alteration. 5. Manatee Conditions: The Permittee shall comply with the "Standard Manatee Conditions for In -Water Work — 2011" (Attached). 6. Turbidity Barriers: Prior to the initiation of any of the work authorized by this permit, the Permittee shall install floating turbidity barriers with weighted skirts that extend to within 1 foot of the bottom around all work areas that are in, or adjacent to, surface waters. The turbidity barriers shall remain in place and be maintained until the authorized work has been completed and all suspended and erodible materials have been stabilized. Turbidity barriers shall be removed upon stabilization of the work area. 7. Posting of Permit: The Permittee shall have available and maintain for review a copy of this permit and approved plans at the construction site. 8. Agency Changes/Approvals: Should any other agency require and/or approve changes to the work authorized or obligated by this permit, the Permittee is advised a re -verification to this permit instrument is required prior to initiation of those changes. It is the Permittee's responsibility to request a re - verification of this permit from the Miami Permits Section. The Corps reserves Page 788 of 1357 the right to fully evaluate, amend, and approve or deny the request for re - verification of this permit. 9. Historic Properties: a. No structure or work shall adversely affect impact or disturb properties listed in the National Register of Historic Places (NRNP) or those eligible for inclusion in the NRHP. b. If during the ground disturbing activities and construction work within the permit area, there are archaeological/cultural materials encountered which were not the subject of a previous cultural resources assessment survey (and which shall include, but not be limited to: pottery, modified shell, flora, fauna, human remains, ceramics, stone tools or metal implements, dugout canoes, evidence of structures or any other physical remains that could be associated with Native American cultures or early colonial or American settlement), the Permittee shall immediately stop all work and ground -disturbing activities within a 100 -meter diameter of the discovery and notify the Corps within the same business day (8 hours). The Corps shall then notify the Florida State Historic Preservation Officer (SHPO) and the appropriate Tribal Historic Preservation Officer(s) (THPO(s)) to assess the significance of the discovery and devise appropriate actions. c. Additional cultural resources assessments may be required of the permit area in the case of unanticipated discoveries as referenced in accordance with the above Special Condition ; and if deemed necessary by the SHPO, THPO(s), or Corps, in accordance with 36 CFR 800 or 33 CFR 325, Appendix C (5). Based, on the circumstances of the discovery, equity to all parties, and considerations of the public interest, the Corps may modify, suspend or revoke the permit in accordance with 33 CFR Part 325.7. Such activity shall not resume on non-federal lands without written authorization from the SHPO for finds under his or her jurisdiction, and from the Corps. d. In the unlikely event that unmarked human remains are identified on non- federal lands, they will be treated in accordance with Section 872.05 Florida Statutes. All work and ground disturbing activities within a 100 -meter diameter of the unmarked human remains shall immediately cease and the Permittee shall immediately notify the medical examiner, Corps, and State Archeologist within the same business day (8 -hours). The Corps shall then notify the appropriate SHPO and THPO(s). Based, on the circumstances of the discovery, equity to all parties, and considerations of the public interest, the Corps may modify, suspend or revoke the permit in accordance with 33 CFR Part 325.7. Such activity shall Page 789 of 1357 not resume without written authorization from the State Archeologist and from the Corps. 10. Project Drawings: The project must be completed in accordance with the enclosed construction drawings (pages 1-9), date-stamped by the U.S. Army Corps of Engineers (Corps) on 21 June 2021, and the general and special conditions which are incorporated in, and made a part of, the permit. 11. Jacksonville District Programmatic Biological Opinion (JAXBO), November 2017, Project Design Criteria (PDCs): Structures authorized under this permit must comply with all applicable PDCs, based on the permitted activity, as required by JAXBO. Please note that failure to comply with the applicable PDCs, where a take of listed species occurs, would constitute an unauthorized take, and noncompliance with this permit. The NMFS is the appropriate authority to enforce the terms and conditions of JAXBO. The most current version of JAXBO can be accessed at the Jacksonville District Regulatory Division internet webpage in the Endangered Species section of the Sourcebook located at: http://www.sai.usace.army.miI/Missions/Reciulatory/SourceBook.aspx Note - JAXBO may be subject to revision at any time. The most recent version of these conditions must be utilized during the design and construction of the permitted work. In accordance with the Endangered Species Act, and for those projects which do not comply with JAXBO, the Corps will seek individual consultation with the NMFS. Note - some authorized activities may deviate from the PDCs. In cases, where the activity (i.e., structure dimensions, length, etc.) deviates from the PDCs, the permit drawings shall supersede the PDCs. For each of the following authorized activities subject of this permit, the permittee shall adhere to the following PDCs, which are attached to, and made part of, this authorization/verification letter: Activity 1 - Shoreline Stabilization: (AP.1-14; A1.1-12; S.1; S.2; S.4) Activity 2 - Pile -supported Structures and Anchored Buoys: (AP.1-14; A2.1-16; S.1; S.2; S.4) 12. PROTECTED SPECIES CONSTRUCTION CONDITIONS: The Permittee agrees to abide by the enclosed standard construction conditions designed to protect species under the jurisdiction of NOAA Fisheries Southeast Regional Office (SERO) Protected Resources Division (PRD). Page 790 of 1357 https://media.fisheries.noaa.gov/202106/Protected Species Construction Con ditions 1.pdf General Conditions (33 CFR PART 320-330): 1. The time limit for NW completing the work authorized ends on March 18, 2022. The time limit for NW completing the work authorized ends on 27 March 2023. 2. You must maintain the activity authorized by this permit in good condition and in conformance with the terms and conditions of this permit. You are not relieved of this requirement if you abandon the permitted activity, although you may.make a good faith transfer to a third party in compliance with General Condition 4 below. Should you wish to cease to maintain the authorized activity or should you desire to abandon it without a good faith transfer, you must obtain a modification of this permit from this office, which may require restoration of the area. 3. If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit, you must immediately notify this office of what you have found. We will initiate the Federal and state coordination required to determine if the remains warrant a recovery effort of if the site is eligible for listing in the National Register of Historic Places. 4. If you sell the property associated with this permit you must obtain the signature of the new owner on the transfer form attached to this letter and forward a copy to this office to validate the transfer of this authorization. 5. If a conditioned water quality certification has been issued for your project, you must comply with the conditions specified in the certification as special conditions to this permit. For your convenience, a copy of the certification is attached if it contains such conditions. 6. You must allow a representative from this office to inspect the authorized activity at any time deemed necessary to ensure that it is being or has been accomplished in accordance with the terms and conditions of your permit. This letter of authorization does not give absolute Federal authority to perform the work as specified on your application. The proposed work may be subject to local building restrictions mandated by the National Flood Insurance Program. You should contact your local office that issues building permits to determine if your site is located in a flood -prone area, and if you must comply with the local building requirements mandated by the National Flood Insurance Program. Page 791 of 1357 This letter of authorization does not preclude the necessity to obtain any other Federal, State, or local permits, which may be required. Thank you for your cooperation with our permit program. The Corps' Jacksonville District Regulatory Division is committed to improving service to our customers. We strive to perform our duty in a friendly and timely manner while working to preserve our environment. We invite you to complete our automated Customer Service Survey at https://regulatory.ops.usace.army.mil/customer-service-survey/. Please be aware this Internet address is case sensitive; and, you will need to enter it exactly as it appears above. Your input is appreciated — favorable or otherwise. Should you have any questions related to this verification letter or have issues accessing the documents reference in this letter, please contact Luis O. Betancourt at the letterhead address above, via telephone at (305) 779-6051, or via e-mail at luis.o.betancourt@usace.army.mil. Sincerely, Luis O. Betancourt Project Manager Enclosures General Conditions Self -Certification Statement of Compliance Permit Transfer Request Site Plans dated by the Corps on 21 June 2021 FWS Standard Manatee Conditions for In -Water Work (2011) JaxBO PDCs for Activity 1 and Activity 2 Protected Species Construction Conditions Page 792 of 1357 DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST DA PERMIT NUMBER: SAJ-2021-00653 (NW/GP-LOB) When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and conditions of this permit will continue to be binding on the new owner(s) of the property. Although the construction period for works authorized by Department of the Army permits is finite, the permit itself, with its limitations, does not expire. To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions, have the transferee sign and date below and mail to the U.S. Army Corps of Engineers, Enforcement Section, Post Office Box 4970, Jacksonville, FL 32232-0019 or submit via electronic mail to: SAJ-RD-Enforcement @-usace.army.miI (not to exceed 15 MB). (TRANSFEREE -SIGNATURE) (DATE) (NAME -PRINTED) (MAILING ADDRESS) (CITY, STATE, ZIP CODE) (SUBDIVISION) (LOT) (BLOCK) (STREET ADDRESS) Page 793 of 1357 LOCATION MAP AND LEGAL DESCRIPTION PROJECT SITE LOCATION: 3333 Garden Ave Miami Beach, FL 33140 LATITUDE: 25°48'34.96"N LONGITUDE: 80° 8'6.26"W FOLIO No.: 02-3227-015-0080 LEGAL DESCRIPTION: GARDEN SUB AMD SUB PB 31-9 LOTS 1 & 2 BLK 2 GENERAL NOTES: 1. ELEVATIONS SHOWN REFER TO THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. WATERFRONT r IMPROVEMENTS 3, IT IS THE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES PROJECT � �� 1$� vll LITTLE HAI TIS: UnK`E rt ' I) ft+,�( OSA ,EAST Ior; •H amI�BCaUI� fui�� -M OOEI, CITY `,� = � CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE AND GOVERN HIMSELF BY ALL PROVISIONS OF THESE �•� PERMITS. 5. APPLICABLE BUILDING CODE: FLORIDA BUILDING CODE, 2020 EDITION (AND CURRENT ADDENDUMS). ,,3333 Garden Avenue. ,_ ❑ __ All - �: ® -.-- y I�'i I -. Q It 11YNYl00P �!! W A aYSHOnE j rA ii .i TABS ; li� EDGEWA! _ U T�J' I ii 340 Minora Avenue, Suite 7 9. CONTRACTOR TO PROPERLY FENCE AND SECURE AREA WITH BARRICADES. Coral Gables, Florida 33134 g; Mlaml'Beach T Ph II p and Palrlda Frost®� (1_Jung1e land Science SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF WORK. Mmeum:of -1 AVV:� nu --' ^1. •�•� 1 �,' J' i Ilz❑ ``. 1P Bay -dc Muk tPl cc7�.._. IS1UTNBEA'CH rk ADJOINING WORK WHERE PRACTICAL EXCEPT AS SPECIFICALLY NOTED HEREIN. --'DOW 4 N' '-.Dodge IslanL ( / MIAtd IC i _ . ' --•South Pa nt.:Pplk P �% ! 1..' ".O. mMlaml Fanar.l<lana _ PROJECT SITE LOCATION: 3333 Garden Ave Miami Beach, FL 33140 LATITUDE: 25°48'34.96"N LONGITUDE: 80° 8'6.26"W FOLIO No.: 02-3227-015-0080 LEGAL DESCRIPTION: GARDEN SUB AMD SUB PB 31-9 LOTS 1 & 2 BLK 2 GENERAL NOTES: 1. ELEVATIONS SHOWN REFER TO THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. WATERFRONT 2. ALL DIMENSIONS ON PLANS ARE SUBJECT TO VERIFICATION IN THE FIELD. IMPROVEMENTS 3, IT IS THE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES PROJECT HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND APPLICABLE CODES SHALL BE Miami Beach, Florida IMMEDIATELY BROUGHT TO THE ATTENTION OF ENGINEER BEFORE PROCEEDING WITH WORK. CONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE FOR ALL LINES, ELEVATIONS, AND CLIENT: MEASUREMENTS IN CONNECTION WITH THEIR WORK. MR. ALAN LEVINE 4. IT IS THE INTENT OF THESE PLANS AND THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH LOCAL, STATE, AND FEDERAL ENVIRONMENTAL PERMITS ISSUED FOR THIS PROJECT. IT SHALL BE THE 3333 Garden Avenue CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE AND GOVERN HIMSELF BY ALL PROVISIONS OF THESE Miami Beach, Florida 33140 PERMITS. 5. APPLICABLE BUILDING CODE: FLORIDA BUILDING CODE, 2020 EDITION (AND CURRENT ADDENDUMS). 6. APPROVED CONTRACTOR TO DETERMINE THE SUITABILITY OF EXISTING STRUCTURES AND VERIFY ALL ENVIRONMENTAL CONSULTANT: DIMENSIONS. THE APPROVED CONTRACTOR IS RESPONSIBLE FOR ALL METHODS, MEANS, SEQUENCES AND OCEAN PROCEDURES OF WORK. CONSULTING, LLC 7. DO NOT SCALE DRAWINGS FOR DIMENSIONS. 8. CONTRACTOR TO VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO COMMENCING WORK. 340 Minora Avenue, Suite 7 9. CONTRACTOR TO PROPERLY FENCE AND SECURE AREA WITH BARRICADES. Coral Gables, Florida 33134 10. ANY DEVIATION AND/OR SUBSTITUTION FROM THE INFORMATION PROVIDED HEREIN SHALL BE Tel: (305) 921-9344 SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF WORK. Fax: (305) 677-3254 11. ALL NEW MATERIALS AND/OR PATCHWORK SHALL BE PROVIDED TO MATCH EXISTING MATERIALS AND/OR ADJOINING WORK WHERE PRACTICAL EXCEPT AS SPECIFICALLY NOTED HEREIN. CONTRACTOR: 12. LICENSED CONTRACTOR SHALL USE ALL POSSIBLE CARE TO PROTECT ALL EXISTING MATERIALS, SURFACES, AND FURNISHINGS FROM DAMAGE DURING ALL PHASES OF CONSTRUCTION. 13. THE LICENSED CONTRACTOR TO INSTALL AND REMOVE ALL SHORING AND BRACING AS REQUIRED FOR THE PROPER EXECUTION OF THE WORK. 14. ALL NEW WORK AND/OR MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF EACH ADMINISTRATIVE BODY HAVING JURISDICTION M EACH PERTAINING CIRCUMSTANCE. 15. THE CONTRACTOR WILL EMPLOY AND MAINTAIN ADEQUATE SEDIMENT AND EROSION CONTROL MEASURES TO PROTECT BISCAYNE BAY FROM SEDIMENT AND CONSTRUCTION DEBRIS. DESIGN CRITERIA STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE FOLLOWING CODES AND SPECIFICATIONS: 1. FLORIDA BUILDING CODE (FBC), 2020 EDITION. 2. ACI 318-19, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. 3. ASCE 7-16, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. 4. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2018 EDITION. 5. EM 1110-2-1100 (PART VI) COASTAL ENGINEERING MANUAL, 2011 EDITION. IN THE EVEN OF CONFLICT BETWEEN PERTINENT CODES AND REGULATIONS AND THE REQUIREMENTS OF THE REFERENCED STANDARDS OF THESE SPECIFICATIONS. THE PROVISIONS OF THE MORE STRINGENT SHALL GOVERN. BOLTS: 1. ALL BOLTS SHALL BE 316 STAINLESS STEEL, UNLESS OTHERWISE NOTED. CONCRETE 1. CONCRETE SHALL CONFORM TO ACI 318 (LATEST ED.) AND SHALL BE REGULAR WEIGHT, SULFATE RESISTANT, WITH A DESIGN STRENGTH OF 5,000 PSI AT 28 DAYS W/ A MAX WATER-CEMENTIOUS MATERIALS RATIO, BY WEIGHT, NORMAL WEIGHT AGGREGATE CONCRETE OF 0.40. 2. OWNER SHALL EMPLOY AND PAY FOR TESTING SERVICES FROM AN INDEPENDENT TESTING LABORATORY FOR CONCRETE SAMPLING AND TESTING IN ACCORDANCE W/ ASTM. 3. LICENSED CONTRACTOR IS RESPONSIBLE FOR THE ADEQUACY OF FORMS AND SHORING AND FOR SAFE PRACTICE IN THEIR USE AND REMOVAL. 4. CONCRETE COVER SHALL BE 3" UNLESS OTHERWISE NOTED ON APPROVED DRAWINGS. 5. REINFORCING STEEL Sl IALL BE IN CONFORMANCE WITH THE LATEST VERSION OF ASTM A615 GRADE 60 SPECIFICATIONS. ALL REINFORCEMENT SHALL BE PLACED IN ACCORDANCE W/ACI 315 AND ACI MANUAL OF STANDARD PRACTICE. 6. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THAN 48 BAR DIAMETERS AND REINFORCING SHALL B: CONTINUOUS AROUND ALL CORNERS AND CHANGES IN DIRECTION. CONTINUITY SHALL BE PROVIDED AT CORNERS OR CHANGES IN DIRECTION BY BENDING THE LONGITUDINAL STEEL AROUND THE CORNER 48 BAR DIAMETERS. PILE DRIVING NOTES LOT SIZE 139.700 X 158 1. PILE DRIVING OPERATIONS SHALL BE OBSERVED BY A SPECIAL INSPECTOR, INCLUDING TEST PILES SUFFICIENT TO DETERMINE THE APPROXIMATE LENGTH REQUIRED TO MEET DESIGN CAPACITY. 2. PILES SHALL BE DRIVEN USING AN APPROVED CUSHION BLOCK CONSISTING OF MATERIAL SO ARRANGED SO AS TO PROVIDE THE TRANSMISSION OF THE HAMMER ENERGY. 3. PILES SHALL BE DRIVEN TO REQUIRED MINIMUM 15 TON BEARING CAPACITY. 4. PILES SHALL BE DRIVEN WITH A DROP HAMMER OR GRAVITY HAMMER PROVIDED THE HAMMER SHALL WEIGH NO LESS THAN 3,000 POUNDS, AND THE FALL OF THE HAMMER SHALL NOT EXCEED 6 FT. 5. PILES SHALL BE DRIVEN WITH A VARIATION OF NOT MORE THAN J" PER FOOT FROM THE VERTICAL, OR FROM THE BATTER LINE INDICATED, WITH A MAX VARIATION OF THE HEAD OF THE PILE FROM THE POSITION SHOWN ON THE PLANS OF NOT MORE THAN 3". 6. WHERE PILING MUST PENETRATE STRATA OFFERING HIGH RESISTANCE TO DRIVING, THE STRUCTURAL ENGINEER �OFr RECORD OR SPECIAL INSPECTOR MAY REQUIRE THAT PILES BE SET IN PRE -DRILLED OR SAJ-2021-00653 Levine (Sheet Pa��DIYYgy' �1J6VplVI20LI-EACH THEIR FINAL PENETRATION BY DRIVING. PROJECT ENGINEER: SEAL/SIGNATURE/DATE PERMIT DRAWINGS Issue # Issue Date Q March 10, 2021 PROJECT: 20-10120 PROJECT LOCATION & NOTES KALE: AS SHOWN MEET NO. S-1 3333 GARDEN AVE OPPOSITE SHORELINE. / WATERFRONT IMPROVEMENTS PROJECT. Miami Beach, Florida \ CLIENT: / \ MR. ALAN LEVINE / \ 3333 Garden Avenue Miami Beach, Florida 33140 B I S C A Y 1V E B A Y ENVIRONMENTAL CONSULTANT: / \ OCEAN / � CONSULTING, LLC 340 Minorca Avenue, Suite 7 Coral Gables, Florida 33134 Tel: (305) 921-9344 Fax: 54 CONTRACTOR: v / ��a� (3) EXISTING WOOD MORNING PILES TO BEREMOVED. d \ PROJECT ENGINEER: / \ O. \ SEAL/SIGNATURE/DATE 159'_-8" ./ EXISTING CONCRETE SEAWALL AND CAP TO REMAIN. 38.7 LF OF EXISTING CONCRETE BAG FOOTER TO BE REMOVED. _ EXISTING WOOD .79.6 DOCK TO BE LF OF EXISTING CO REMOVED. CONCRETE FOOTER TO REMAIN. \ \ 6T-5" 69'-9" _ - 22'_6.. 41'_2" 79.6 LF OF EXISTING - CONCRETE BAG FOOTER 22 TOP OF CAP o J TO BE CUT AS NECESSARY. /1 o • — — — — — — _ PERMIT DRAWINGS UNAUTHORIZED DAVIT A UNAUTHORIZED 15" Ei / CRANE AND CONCRETE S -TYPE MOORING / PAD TO BE REMOVED. CLEATS TO BE REMOVED. S-6 13'-3". ,12'-9" PROPERTY LI,'VE — �� — - _ — TOP OF CAP EL. +4.10'N VD C ISSU¢ #: Issue Date lO March 10, 2021 79'-10"/ / -5 S 79'-7 PROJECT: 20-10120 EXISTING CONDITIONS ti^ i 0 -3333 GARDENAVE- 1fiami Beach, FL _. c� /� EXISTING CONDITIONS SCALE: AS SHOWN Page 795 of 1357 SAJ-2021-00653 Levine (Sheet Page 2of9) 06/21/2021 N o '° GRAPHIC SCALE SHEET NO. S_2 3333 GARDEN AVE OPPOSITE SHORELINE. WATERFRONT \ IMPROVEMENTS PROJECT. / Mimi Beach, Florida B I S C A Y N E B A Y \ CLIENT: / MR. ALAN LEVINE 159'-8" 3333 Garden Avenue Miami Beach, Florida 33140 \ ENVIRONMENTAL CONSULTANT: �� (3) NEW 12" DIA. CCA OCEAN MARINE TREATED WOOD ,r �0/ MORNING PILES DRIVE TO A 15 \ 0 CONSULTING, LLC TON. MIN. BEARING CAPACITY. Ca 340 Minorca Avenue, Suite 7 Coral Gables, Florida 33134 In: (30) 677-3254 CONTRACTOR: 68' 29'-8" 29'-8"� 32' / U NEW 693.5 SF WOOD DOCK \ SEE SEAWALL o SUPPORTED BY (8) NEW 12" DIA / IMPROVEMENTS BELOW. c WOOD DOCK PILES. \ PROTECT ENGINEER: 70' 22,_6„ TOP OF NEW CAP \ +5.70'NAVD � � t •� �Al ! i ft. D 0 \ �oj Y F4 PROPERTY LINE SEAL / SIGNATURE / DATE 79'-7" w PROPOSED CONDITIONS -3333 GARDEN AVE - r 7 1fianri Beach, FL / 159'-8" 80,_5" 79,_3" TOPO OF NEW CAP NEW 4' LONG, INTERLOCKING EXISTING CONCRETE NEW REINFORCED CONCRETE (33) NEW 12'k 12" P.S. ' EL. +5.70' NAVD AWL -3 ALUMINUM SHEET FOOTER TO REMAIN. SEAWALL CAP INSTALLED CONCRETEZ CONCRETE BATTER PILES PERMIT DRAWINGS 11 PILING TOEWALL FOOTER. 0 Y O.C. MAX TO REMAIN. ATOP EXISTING SEAWALL. SPACED AT 5'O.C. MAX. "S�E�AW�AZ r.. y 00 Issue # Issue Date N March 10, 2021 41'-2" 38'-8" PROPERTY LINE — — — 79-10 - $ F 79'-7 _ — f PROPOSED SEAWALL CONDITIONS PROJECT: 20-10120 3333 GARDENA VE - D t14ian i Beach, FL -5 / _ -. ._ PROPOSED CONDITIONS SCALE: AS SHOWN SHEET NO. Page 796 of 1357 ° ° 6) — SAJ-2021-00653 Levine Sheet Pae 3 of 9 06/21 /2021 9 � N GRAPHIC SCALE 3333 GARDEN AVE NEW 12x12" P.S. CONCRETE BATTER PILES SPACED 4' LONG, INTERLOCKING AWLA ALUMINUM SHEET PILING 5' O.C. MAX DRIVEN B B.E.L.S. TOA PACED TOEWALL FOOTER; PUMP 3,000 PSI CONCRETE BETWEEN COMPRESSION/ 7 TON TENSION BEARING CAPACITY SHEETING AND SEAWALL U MEANS OF TNEMIE HOSE ACCORDING TO DYNATECH ENGINEERING CORP FROM CONCRETE PUMP TRUCK T PREVENT EROSION GEOTECHNICAL REPORT DATED AUGUST' 19, 2020. TOTALBEHINEXISTING SEAWALL. TOTAL LINEAR FT. -79.8'. TOTAL CU YARDAGE OF CONCRETE= 2.8. CU WATERFRONT IMPROVEMENTS PROJEMiariui BBe h Florida CLIENT: MR. ALAN LEVINE YARDS/LINEAR FT =0.04. 3333 Garden Avenue NEW REINFORCED Y O.C. MAX Miami Beach, Florida 33140 CONCRETE SEAWALL CAP. 't. ENVIRONMENTAL CONSULTANT: OCEAN EXISTING CONCRETE CONSULTING, LLC SEAWALL AND CAP d' 340 Minorca Avenue, Suite 7 TO REMAIN. - Coral Gables, Florida 33134 Tel: (305) 921-9344 CV Fax: (305) 677-3254 CONTRACTOR: :.� A- ' • ' / S-4 „,... B. :UPLANDS' _ LL PER FBC USECLEAN STANDARDS INALLAREAS / S-4 ' .� •• EXISTING CONCRETE SEAWALL TO REMAIN. BEHIND NEW SEAWALL. EXISTING SEAWALL CONDITION/ L 1 PROPOSED SEAWALL CONDITION / 2 \ PROJECT ENGINEER: SCALE: 3/8” = 1'-0" S_4 SCALE: 3/8" = F-0" S-4 NEW 20"02" CONCRETE CAP OVER POUR I WITH CHAMFERD EDGES. USE #3 HOOPS AT 12" O.C. 3" O.C. OVER PILINGS (6" BOTH SIDES). USE (4) TOP CONT #5 REBAR, (2) MIDDLE CONT SEAL /SIGNATURE /DATE I #5 REBAR, (4) BOTTOM CONT 05 REBAR. EXISTING CONCRETE USE CLEAN BACKFILL PER VAR2'-II" 2,_8n SEAWALL AND CAP STANDARDS N ALL AREAS MAX TOP OF NEW CAP TO REMAIN. BEHIND NEW SEAWALL. _ EL.+5.70'NAVD " VAR 2'-] i" MAX 00 I,-4„ -' "'% NEW 12x12" P.S. CONCRETE BATTER PILES SPACED T O.C. TOP OF EXISTING SEAWALL MAX DRIVEN 24' B.E.L.S. TOA 25 -TON COMPRESSION/ 7 TON ` j-BAR �\\/ / // \/ ' EL. +4.00' NAVD: p MHW LINE EL.+0.14'NAVD ^: • �•'• ::•;":: ' , TENSION BEARING CAPACITY ACCORDING TO DYNATECH P-4°_ ENGINEERING CORP GEOTECHNICAL REPORT DATED DRILL & EPDXY 18"x 18" #6 HOOAUGUST 19, 2020. MIN 4" EMBED INTO NEW CAP AND DRILL AT 12"O.C. (TYP.) 6" MIN," WAND EPDXY #7 L AND EXTEND 18" MIN. INTO CAP. EMBEDMENT IN TO EXISTING SEAWALL. HOOK TO EXTEND I8". l\/ •�//�\\/ 3 F" p MHW LINE /`/ op EL.+0.14'NAVD �� / l' MAX. EXISTING CONCRETE / i- SEAWALL TO REMAIN. /\// PERMITDRAWINGS Issue # Issue Date 01 March 10, 2021 p MLW LINE EL. -2.06 6' NAVD :;J. p MLW LINE '.""• ' - EL. -2.06' NAVD 4' LONG, INTERLOCKING AWL -3 ALUMINUM SHEET PILING TOEWALL FOOTER; PUMP 3,000 PSI CONCRETE BETWEEN •; x s •� ^ • ... •. ::;,:�, :; SHEETING AND SEAWALL BY MEANS OF TREMIE HOSE 6'•y' IMY'�;�`.'t„^�' FROM CONCRETE PUMP TRUCK TO PREVENT EROSION PROJECT: 20-10120 SEAWALL DETAILS AND SECTIONS BEHIND EXISTING SEAWALL. TOTAL LINEAR FT=79.8'. TOTAL CU YARDAGE OF CONCRETE= 2.8. CU YARDS/LINEAR FT =0.04. SEE ALUM DETAIL ON S-7. SCALE: AS SHOWN SHEET NO. EXISTING SEAWALL SECTION A PROPOSED SEAWALL SECTION B SCALE: 3/8” = 1'-0" Pa of 1357 SCALE: 3/8" = F-0" S-4 SAJ-2021-00653 Levine Sheet Page 4 of 9 0 /2021 3333 GARDEN AVE WATERFRONT NEW REINFORCED NEW 12x12" P.S. CONCRETE BATTER PILES SPACED CONCRETE SEAWALL CAP.Y O.C. MAX DRIVEN 24' B.E.L.S. TO A 25 -TON IMPROVEMENTS PROJECT COMPRESSION/ 7 TON TENSION BEARING CAPACITY Miami Beach, Florida CLIENT: ACCORDING TO DYNATECH ENGINEERING CORP EXISTING CONCRETE SEAWALL TO REMAIN. EXISTING CONCRETE FOOTER TO EXISTING CONCRETE GEOTECHNICAL REPORT DATED AUGUST 19, 2020. REMAIN AND BE CUT AS SEAWALL TO REMAIN. NECESSARY FOR INSTALLATION OF NEW BAITER PILES. 5' O.C. MAX MR ALAN LEVINE 3333 Garden Avenue Miami Beach, Florida 33140 ENVIRONMENTAL CONSULTANT: OCEAN —— — CONSULTING, LLC /•� _ — pp Canal Gables, Florida 33134 Can Minora Avenue, 3137 344 Tel: ((305 92'1-9344 I � Faz: (305) 677-3254 N CONTRACTOR: ' UPL.1,\'DS C • ., -.... .,. r... •• 1 S-5 :— UPLANDS USE CLEAN BACKFILL PER FBC `,r,:, .. .•, • , ..• . . ; •r: �• D STANDARDS IN ALL AREAS S-5 BEHIND NEW SEAWALL. PROJECT ENGINEER: �� EXISTING SEAWALL CONDITIONr3-) PROPOSED SEAWALL CONDITION ( 4 \ SCALE: 3/8"=1'-0" S_5 SCALE: 3/8"=P-0" S-5 NEW 19"x32" CONCRETE CAP OVER POUR ` EXISTING SEAWALL VAR 2'_I 1., MAX I C4 I �_(�� LQ o WITH CHAMFERD EDGES. USE #3 HOOPS AT 12" O.C.3" O.C. OVER PILINGS (6" BOTH SIDES). USE CLEAN BACKFILL USE (4) TOP CONT #5 REBAR, (2) MIDDLE CONT PER FBC STANDARDS INVAR 2'-11 #5 REBAR, (4) BOTTOM CONT #5 REBAR. " ALL AREAS BEHIND MAX NEW CAP CONCRETE NEW SEAWALL. 1 , EL 1,0' AVD TO REMAIN. , . ;' , ; ^: t ; : NEW 12x12" P.S. CONCRETE BATTER PILES SPACED Y O.C. TOP OF EXISTING SEAWALL MAX DRIVEN 24' B.E.L.S. TO A 25 -TON COMPRESSION/ 7 TON ' EL.+4.10'NAVD-`'i'`.[:•',::.,-,, TENSION BEARING CAPACITY ACCORDING TODYNATECH I �_8 ENGINEERING CORP GEOTECHNICAL REPORT DATED DRILL & EPDXY 18"x 18" #6 HOOKS / AUGUST 19, 2020. MIN 4" EMBED INTO NEW CAP AND DRILL AT 12"O.C. (TYP.) 6" MIN T// y AND EPDXY #7 L -BAR AND EXTEND 18" MIN. INTO CAP. EMBEDMENT IN TO EXISTING \\ 1 W SEAWALL. HOOK TO EXTEND 18". ,/\/ m 5g MHW LINE .a//�\\ 3 O MHW LINE EL. +0.14' NAVD EL. +0.14' NAVD EXISTING CONC RETE � SEAWALL TO REMAIN. //\�/ SEAL/SIGNATURE/DATE PERMIT DRAWINGS Issue # Issue Date (1 March 10, 2021 m MLW LINE MLW LINE —' EL.-2.06'NAVD EL.-2.06'NAVD EXISTING CONCRETE PROJECT: 20-10120 FOOTER TO REMAIN. EXISTING CONCRETE BAG FOOTER EXISTING CONCRETE TO REMAIN AND BE CUT AS FOOTER TO REMAIN. :.:.�•; •::'•. •: •; NECESSARY FOR INSTALLATION OF _ NEW BATTER PILES. SEAWALL DETAILS AND SECTIONS EXISTING SEAWALL SECTION / C 1 PROPOSED SEAWALL SECTION/ L 1 SCALE: 3/8"=P-0" S-5 SCALE: 3/8"=P-0" S_5 Page 798 of 1357 SAJ-2021-00653 Levine Sheet Page 5 of 9 06/21/2021 SEETNAS SHHEEP N O.SHOWN C ►✓ — 3333 GARDEN AVE 4' LONG, INTERLOCKING AWL -3 ALUMINUM SHEET PILIN WATERFRONT NEW 12x12" P.S. CONCRETE BATTER PILES SPACED TOEWALL FOOTER; PUMP 3,000 PSI CONCRETE BETWEEN IMPROVEMENTS Y O.C. MAX DRIVEN 24' B.E.L.S. TO A 25 -TON SHEETING AND SEAWALL BY MEANS OF TREMIE HOSE PROJECT COMPRESSION/ 7 TON TENSION BEARING CAPACITY FROM CONCRETE PUMP TRUCK TO PREVENT EROSION Miami Beach, Florida CLIENT: ACCORDING TO DYNATECH ENGINEERING CORP BEHIND EXISTING SEAWALL. TOTAL LINEAR FT 79.7. = GEOTECHNICAL REPORT DATED AUGUST 19, 2020. TOTAL CU YARDAGE OF CONCRETE= 2.8. CU MR. ALAN LEVINE YARDS/LINEAR FT =0.04. SEE ALUM DETAIL ON S-7. 3333 Garden Avenue EXISTING CONCRETE NEW REINFORCED Miami Beach, Florida 33140 BAG FOOTER AND CONCRETE SEAWALL CAP. : _ _' 4 5' O.C. MAX ENVIRONMENTAL CONSULTANT: EXISTING CONCRETE DEBRIS TO BE D-`1T�-_i,. OCEAN SEAWALL TO REMAIN. REMOVED. CONSULTING, LLC V 340 Minorca Avenue, Suite 7 - - Coral Gables, Florida 33134 •7 Tel: (305) 921-9344 = cV Fax: (305) 677-3254 CONTRACTOR: v • liPL1AIDS� E: ~• 4':•: UPLrlNDSr' F .... / USE CLEAN BACKFILL PER FBC- 1 ' `'�•t••' '•••'•••' `'` � EXISTING CONCRETE .,' ., ,. S-6 STANDARDS IN ALL AREAS S-6 .,"'`` ' SEAWALL TO REMAIN. ' BEHIND NEW SEAWALL.' EXISTING SEAWALL CONDITION/ 1 PROPOSED SEAWALL CONDITION ( 0C 1 PROTECT ENGINEER: SCALE: 3/8" = 1'-0" S' _6 SCALE: 3/8" = F-0" S -V NEW 20"02" CONCRETE CAP OVER POUR I WITH CHAMFERD EDGES. USE #3 HOOPS AT 12" O.C. 3" O.C. OVER PILINGS (6" BOTH SIDES). SEAL /SIGNATURE /DATE USE (4) TOP CONT #5 REBAR, (2) MIDDLE CONT VAR 2'-I 1" #5 REBAR, (4) BOTTOM CONT #5 REBAR 1 USE CLEAN BACKFILL PER FBC 2�_8�� STANDARDS IN ALL AREAS MAX BEHIND NEW SEAWALL. TOP OF NEW CAP EXISTING CONCRETE EL.+5.70'NAVD VAR 2'-I I"-•'• SEAWALL TO REMAIN. I �•'�+'' .'- EO 1'-4" "': NEW 12x12" P.S. CONCRETE BATTER PILES SPACED Y O.C. MAX — TOP OF EXISTING SEAWALL :;' �p'::� MAX DRIVEN 24' B.E.L.S. TO A 25 -TON COMPRESSION/ 7 TON EL. +4.OD' NAVD'`,'' .r�• :•'••:"' . TENSION BEARING CAPACITY ACCORDING TO DYNATECH _ 1^ \\ \\ \\ \\ EXISTING CONCRETE �%\��\\\y F-4" ENGINEERING CORP GEOTECHNICAL REPORT DATED BAG FOOTER AND DEBRIS TO BE DRILL & EPDXY 18"x 18" 176 HOOKS / AT 12"O.C. (TYP.) 6" MIN > \ W AUGUST 19, 2020. MIN 4" EMBED INTO NEW CAP AND DRILL AND EPDXY #7 IrBAR AND EXTEND 18" MIN. INTO CAP. REMOVED. �\\/ � EMBEDMENT IN TO EXISTING\\/ 1 SEAWALL. HOOK TO EXTEND 18". l\ O PERMIT DRAWINGS \ \ m MHW LINE �/ 3 MHW LINE �' EL,+O.,4'NAVD 1'MAX 0/4'.\\ EL+0.14'NAVD O EXISTING CONCRETi - TO REMAIN. y/\�/ Issue # Issue Date 01 March 10, 2021 SEAWALL a cp MLW LINE ;: w Q MLW LINE EL. -2.06' NAVD `0' EL. -2.06' NAVD 4' LONG, INTERLOCKING AWL -3 ALUMINUM SHEET PILING yr4r TOEWALL FOOTER; PUMP 3,000 PSI CONCRETE BETWEEN ,: . • SHEETING AND SEAWALL BY MEANS OF TREMIE HOSE PROJECT: 20-10120 • ... cn FROM CONCRETE PUMP TRUCK TO PREVENT EROSION SEAWALL DETAILS BEHIND EXISTING SEAWALL. TOTAL LINEAR FT. 79.7. TOTAL CU YARDAGE OF CONCRETE-- 2.8. CU AND SECTIONS YARDS/LINEAR FT =0.04. SEE ALUM DETAIL ON S-7. SCALE: AS SHOWN �� /// SHEETNO. S-6 /� �� EXISTING SEAWALL SECTION (_ � PROPOSED SEAWALL SECTION F SCALE: 3/8" = F-0" SCALE: 3/8" = P-0" S' _16 Pag _ of 1357 SAJ-2021-00653 Levine Sheet Pa e 6 of 9 06 12021 _ v (8) NEW 12" DIA. MARINE TREATED WOOD NEW 3x 8, P.T. WOOD STRINGERS AT 16" O.C. NEW IPE HARDWOOD FASCIA PILES, DRIVEN TO A 15 -TON MIN. BEARING MAX, SECURED TO SUB -STRINGER. USE S.S (3 LAYERS) SECURED TO CAPACITY. TO EXTEND G ABOV E DECK. HURRICANE STRAPS WITH l Od S.S. NAILS (TYP.) STRINGER WITH S.S. DECK SCREWS. 9„ 9.. 9'-3" 10 10' 10' 10' 10' 9'-3" P.T.4"x12"x26" 12" DIA. DOCK PILE. 3x8 PT WOOD STRINGER. I IPE WOOD FASCIA BOARD. DECKING. (2) 3/4" S.S. WEDGE BY SIMPSON FASTENERS ANCHOR BOLTS INTO CAP (6" EMB)- i" HANGER BLOCK TYP. 11.25" - � -y. N NEW BLOCK HANGERS SECURED TO CONCRETE SEAWALL. (1 NEW 3x10, P.T. WOOD SUB- 1 S g STRINGER SECURED WITH (2) 4" DIA THROUGH S.S. THROUGH BOLTS WITH NEW %4x6 IPE HARDWOOD DECKING EXISTING CONCRETE WASHERS AT EACH END. (TYP.) SECURED WITH (2) 3" LONG, #10 S.S. SEAWALL TO REMAIN BOLTS W/WASHER DECK SCREWS AT EACH STRINGER DOCK FRAMING PLAN a 5' SCALE: 3/16" = P 2x8" PT WOOD FASCIA BOARD ATTACHED TO STRINGERS. 3x10" PT WOOD SUB -STRINGER IIII Ir 12" DIA. DOCK PILE. IPE WOOD FASCIA BOARD. 3x8 PT WOOD STRINGER. (2) %" DIA S.S. THRU BOLTS WITH WASHERS AT EACH END. TYPICAL DOCK EDGE PLAN DETAIL (7 SCALE: %" = I'-0" Page 800 of 1357 3333 GARDEN AVE WATERFRONT IMPROVEMENTS PROJECT Miami Beach, Florida CLIENT: MR. ALAN LEVINE 3333 Garden Avenue Miami Beach, Florida 33140 ENVIRONMENTAL CONSULTANT: OCEAN CONSULTING, LLC 340 Minorca Avenue, Suite 7 Coral Oabim, Florida 33134 Tel: (305) 921-9344 Fax: (305) 677-3254 CONTRACTOR: PROJECT ENGINEER: SEAL/SIGNATURE/DATE P.T.4"x12"x26" 12" DIA. DOCK PILE. 3x8 PT WOOD STRINGER. I IPE WOOD FASCIA BOARD. DECKING. (2) 3/4" S.S. WEDGE BY SIMPSON FASTENERS ANCHOR BOLTS INTO CAP (6" EMB)- i" HANGER BLOCK TYP. 11.25" - � PERMIT DRAWINGS (2) 3/4" S.S. THROUGH BOLTS W/WASHER �., = Issue # Issue Date Q March 10, 2021 1 (2) %" DIA S.S. THRU 6" 3x10 TIMBER JOIST BOLTS WITH WASHERS I 5 518" 5 518" AT EACH END. 3x10 PT WOOD SUB -STRINGER PROJECT: 20-10120 DOCK FRAMING PLAN AND DETAILS TYPICAL DOCK EDGE DETAIL MARGINAL DOCK HANGER BLOCK DETAIL�� SCALE: AS SHOWN SHEET NO. SCALE: %" = 1'-0" �-7('` SCALE: %" = 1'-0" S'-% SAJ-2021-00653 Levine Sheet Pa e 7 of 9 0 21/2021 — 7 S / 3333 GARDEN AVE WATERFRONT IMPROVEMENTS PROJECT, Miami Beach, Florida CLIENT: MR. ALAN LEVINE 3333 Garden Avenue Miami Beach, Florida 33140 ENVIRONMENTAL CONSULTANT: OCEAN NEW 12" DIA. MARINE TREATED WOOD CONSULTING, LLC PILES, DRIVEN TO A 15 -TON MIN. BEARING CAPACITY. TO EXTEND 6' ABOVE DECK. 340 Minorca Avenue, Suite 7 Coral Gables, Florida 33134 Tel: (305) 921-9344 NEW 3x 8, P.T. WOOD STRINGERS AT 16" O.C. NEW ax6 IPE HARDWOOD DECKING MAX, SECURED TO SUB -STRINGER. USE S.S SECURED WITH (2) 3" LONG, #10 S.S. HURRICANE STRAPS WITH I Od S.S. NAILS (TYP.) DECK SCREWS AT EACH STRINGER. Fax: (305) 677-3254 CONTRACTOR: VAR 2'-11" 2,_8„ VAR 12' MAX MAX TOP OF NEW DOCK �. ' 70'NAVD PROJECT ENGINEER: --� O •, NEW IPE HARDWOOD FASCIA (3 LAYERS) SECURED TO STRINGER WITH S.S. DECK SCREWS. SEAL / SIGNATURE / DATE BLOCKNEW HANGERS SECURED CONCRETE SEAWA\ \ \�� CONCRETE SEAWALL. IMPROVEMENTS O\ \ \\ S-4 TO S-6. \�� \�� SUB - p MHW LINE EL. +0.14' NAV D STRINGER SECURED WITH (2)Y4" DIA S.S. THROUGH BOLTS WITH WASHERS AT EACH END. CrYP.)p MLW LINE — EL. -2.06' NAV D PERMIT DRAWINGS Issue It Issue Date Q March 10, 2021 PROJECT: 20-10120 DOCK SECTION :.t •:.•- :• '. ' DOCK SECTION G SCALE: AS SHOWN SHEET NO. S-8 V SCALE: %2"=1'-0" S'_8 Page 801 of 1357 SAJ-2021-00653 Levine Sheet Page 8 of 9 06/21/2021 STRANDS - USE FOUR 7/16" (270K) LOW RELAXATION ASTM 416-87 UNCOATED PRE NOTE: 7 -WIRE STRANDS TENSIONED TO 2.33 KIPS EACH CONCRETE COMPRESIVE STRENGTH: 1 -POINT PICKUP -MAXIMUM L = 50' 3000 PSI RELEASE 2 -POINT PICKUP -MAXIMUM L=62' GATORAIummum~ 5000 PSI B DRIVING` SPIRAL TO BE ASTM A-82 TIGHT Sheet Piling and Components S GAUGE SPIRAL HARD -DRAWN WIRE CRANE MATERIALS QgERNATIONAL w- r. zm, i z va° MIN. CLEAR PILE LENGTH =L' 020 L 0.60 L ` PICKUP •5 GAUGESPIRAL 7/16" STRANDS 1 -POINT PICKUP�'�/1 ��i1"CHAMFERED rWLJEDGES.11Y4"—moi' AL—'2-POINT 2"CI. � .____--__.-______—_________ 6 SPC 3" 8" SP:\GING (TYPJ 2" CL MAX Allowable Moment (M) 1,950 ft-Ib/ft 8.67 kN-m/m Section Modulus (Z) 1.2 in'/ft 65 cm'/m Moment of Inertia (I) 1.5 in /ft 205 cm /m F Thickness (t) --_ - _ _ ---0.095 in _ -- --- 2.4 mm CONCRETE PILE DETAIL10 - SCALE: 1" = 1'-0" -9 Section bNEPthi 2 5 in 64 mm _ Section Width 12 in 305 mm ' Design Modulus of Elasticity (E) 10 X10' psi 68,900 Mpo -: FIBROUS JOINT FILLER NEW COLD CONCRETE CONTROL -- -- --------------- - --- - ----- ___ _- _ _ ____ ._ _ _ ~ Material 6061-T6 Marine Grade Aluminum OR SIMILAR JOINTS. SPACED AT 50' O.C. ACROSS NEW SEAWALL CAP Standard Colors Mill Finish � Profile/Patented Features Pan Profile - a" �d . 'Q• e.d. � ::4• d <. JI • : NEW CONCRETE.' A` a • oo A •. a' t ...e : .. SEAWALL CAP 25' .095, EXISTING CONCRETE�� SEAWALL.�_^�_1 _ f 12" 'S P. -.Cy, Suite E-5370 Allonio, GA 30339 USA Phone 866-730-92110INT,001 7k933-8148 Fox 770-933-8363 COLD JOINT DETAIL 11 SCALE: Y/" = 1'-0" 5-9 , Page 80ZW 1357 SAJ-2021-00653 Levine Sheet Page 9 of 9 06/21/2021 WATERFRONT IMPROVEMENTS PROJECT Miami Beach, Florida CLIENT: MR. ALAN LEVINE 3333 Garden Avenue Miami Beach, Florida 33140 ENVIRONMENTAL CONSULTANT OCEAN CONSULTING, LLC 340 Minorca Avenue, Suite 7 Coral Gables, Florida 33134 Tel: (305) 921-9344 1-: (305) 677-3254 CONTRACTOR: PROJECT ENGINEER: SEAL/SIGNATURE PERMIT DRAWINGS Issue # Issue Date IQ March 10, 2021 PROJECT: 20-10120 CONCRETE PILE AND COLD JOINT DETAILS ;CALE: AS SHOWN MEET NO. S-9 NOAA FISHERIES I Southeast Regional Office NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION 4wv PROTECTED SPECIES CONSTRUCTION CONDITIONS, NOAA FISHERIES SOUTHEAST REGIONAL OFFICE The action agency and any permittee shall comply with the following construction conditions for protected species under the jurisdiction of NOAA Fisheries Southeast Regional Office (SERO) Protected Resources Division (PRD):1 Protected Species Sightings—The action agency and any permittee shall ensure that all personnel associated with the project are instructed about the potential presence of species protected under the Endangered Species Act (ESA) and the Marine Mammal Protection Act (MMPA). All on-site project personnel are responsible for observing water -related activities for the presence of protected species. All personnel shall be advised that there are civil and criminal penalties for harming, harassing, or killing listed species and all marine mammals. To determine which protected species and critical habitat may be found in the transit area, please review the relevant marine mammal and ESA -listed species at Find A Species (https://www.fisheries.noaa.gov/find- species) and the consultation documents that have been completed for the project. 1. Equipment—Turbidity curtains, if used, shall be made of material in which protected species cannot become entangled and be regularly monitored to avoid protected species entrapment. All turbidity curtains and other in -water equipment shall be properly secured with materials that reduce the risk of protected species entanglement and entrapment. a. In -water lines (rope, chain, and cable, including the lines to secure turbidity curtains) shall be stiff, taut, and non -looping. Examples of such lines are heavy metal chains or heavy cables that do not readily loop and tangle. Flexible in -water lines, such as nylon rope or any lines that could loop or tangle, shall be enclosed in a plastic or rubber sleeve/tube to add rigidity and prevent the line from looping and tangling. In all instances, no excess line shall be allowed in the water. All anchoring shall be in areas free from hardbottom and seagrass. b. Turbidity curtains and other in -water equipment shall be placed in a manner that does not entrap protected species within the project area and minimizes the extent and duration of their exclusion from the project area. c. Turbidity barriers shall be positioned in a way that minimizes the extent and duration of protected species exclusion from important habitat (e.g. critical habitat, hardbottom, seagrass) in the project area. 2. Operations—For construction work that is generally stationary (e.g., barge -mounted equipment dredging a berth or section of river, or shore -based equipment extending into the water): a. Operations of moving equipment shall cease if a protected species is observed within 150 feet of operations. 1 Manatees are managed under the jurisdiction of the U.S. Fish and Wildlife Service. Page 803 of 1357 b. Activities shall not resume until the protected species has departed the project area of its own volition (e.g., species was observed departing or 20 minutes have passed since the animal was last seen in the area). 3. Vessels—For projects requiring vessels, the action agency, and any permittee shall ensure conditions in the Vessel Strike Avoidance Measures are implemented as part of the project/permit issuance (https://www. fisheries.noaa. gov/southeast/consultations/regulations-policies-and- guidance). 4. Consultation Reporting Requirements—Any interaction with a protected species shall be reported immediately to NOAA Fisheries SERO PRD and the local authorized stranding/rescue organization. To report to NOAA Fisheries SERO PRD, send an email to takereport.nmfsser@noaa.gov. Please include the species involved, the circumstances of the interaction, the fate and disposition of the species involved, photos (if available), and contact information for the person who can provide additional details if requested. Please include the project's Environmental Consultation Organizer (ECO) number and project title in the subject line of email reports. To report the interaction to the local stranding/rescue organization, please see the following website for the most up to date information for reporting sick, injured, or dead protected species: Reporting Violations—To report an ESA or MMPA violation, call the NOAA Fisheries Enforcement Hotline. This hotline is available 24 hours a day, 7 days week for anyone in the United States. NOAA Fisheries Enforcement Hotline (800) 853-1964 5. Additional Conditions—Any special construction conditions, required of your specific project, outside these general conditions, if applicable, will be addressed in the project consultation and must also be complied with. For additional information, please contact NOAA Fisheries SERO PRD at: NOAA Fisheries Service Southeast Regional Office 263 13th Avenue South St. Petersburg, Florida 33701 Tel: (727) 824-5312 Visit us on the web at Protected Marine Life in the Southeast (https://www. fisheries.noaa. gov/region/southeast#protected-marine-life) Revised: May 2021 Page 894 of 1357 STANDARD MANATEE CONDITIONS FOR IN -WATER WORK 2011 The permittee shall comply with the following conditions intended to protect manatees from direct project effects: a. All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones, and the need to avoid collisions with and injury to manatees. The permittee shall advise all construction personnel that there are civil and criminal penalties for harming, harassing, or killing manatees which are protected under the Marine Mammal Protection Act, the Endangered Species Act, and the Florida Manatee Sanctuary Act. b. All vessels associated with the construction project shall operate at "Idle Speed/No Wake" at all times while in the immediate area and while in water where the draft of the vessel provides less than a four -foot clearance from the bottom. All vessels will follow routes of deep water whenever possible. C. Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled, shall be properly secured, and shall be regularly monitored to avoid manatee entanglement or entrapment. Barriers must not impede manatee movement. d. All on-site project personnel are responsible for observing water -related activities for the presence of manatee(s). All in -water operations, including vessels, must be shutdown if a manatee(s) comes within 50 feet of the operation. Activities will not resume until the manatee(s) has moved beyond the 50 -foot radius of the project operation, or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation. Animals must not be herded away or harassed into leaving. e. Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922. Collision and/or injury should also be reported to the U.S. Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or Vero Beach (1-772-562-3909) for south Florida, and to FWC at ImperiledSpecies(@-myFWC.com Temporary signs concerning manatees shall be posted prior to and during all in -water project activities. All signs are to be removed by the permittee upon completion of the project. Temporary signs that have already been approved for this use by the FWC must be used. One sign which reads Caution: Boaters must be posted. A second sign measuring at least 8'/2" by 11" explaining the requirements for "Idle Speed/No Wake" and the shut down of in -water operations must be posted in a location prominently visible to all personnel engaged in water -related activities. These signs can be viewed at MyFWC.com/manatee. Questions concerning these signs can be sent to the email address listed above. Page 805 of 1357 CAUTION: MANATEE HABITAT All project vessels IDLE SPEED./NO: WAKE When a manatee is within '50 -feet of work all in -water activifles must SHUT DOWN Report any collision with or injury to a manatee: Wildlife Al 1 1-888-404-FWCC (3922) cell *FWC or #FWG Page 806 of 1357 Project Design Criteria (PDCs) specific to Activity 1 for Shoreline Stabilization A1.1. Activities covered by this Opinion include: A1.1.1. New shoreline stabilization: New shoreline stabilization projects cannot exceed 500 ft in length. New seawalls and footers cannot extend any further waterward than 1.5 ft (18 in) from MHW, unless necessary to align a new seawall with 1 or more adjacent seawalls. Repair or replacement of existing vertical seawalls: The repair, and replacement of seawalls and footers cannot extend any further waterward than 1.5 ft (18 in) from the wet face of the existing seawall or MHW, unless necessary to align with 1 or more adjacent seawalls. The repair or replacement of an existing seawall is not restricted to the 500 ft in length limit in PDC A1.1.1. A1.1.2. Shoreline stabilization materials may consist of riprap, articulating blocks or mats, and sand cement, geotextile/ filter fabric and mattresses. Installation of new shoreline stabilization materials where none previously existed may not extend more than 10 ft waterward of MHW (including the toe of the riprap). Riprap repair, and replacement may occur at its previous location, upland of, or within 1.5 ft (18 in) waterward of its previous location. A1.1.3. The Opinion does not cover removal of any length of seawall or other shoreline stabilization materials if such removal would result in an unstabilized shoreline. A1.1.4. The Opinion covers installation, repair, replacement, and removal of seawall footers. A1.1.5. This Opinion covers the removal/fill of upland cut boat ramps, slips, and basins to return the shoreline to the natural contour and/or to bring the shoreline into alignment with the adjacent property shorelines. The following PDCs apply to all the activities described in PDC A1.1 above: A1.2. Placement of backfill is limited to those situations where it is necessary to level the land behind seawalls or riprap. This includes backfill associated with installation of a seawall or riprap to remove/fill in an upland cut area (e.g., boat slip, boat ramp, boat basins) to return the shoreline to the original shape or to connect to adjacent seawalls to bring the shoreline into alignment with adjacent property shorelines. A1.3. Shoreline stabilization materials must be placed by hand around red mangrove prop roots. A1.4. Shoreline stabilization structures, other than vertical seawalls, shall be no steeper than a 2:1 Horizontal: Vertical slope for riprap, or the appropriate slope necessary to ensure shoreline stability while minimizing the total footprint when using materials other than riprap. Page 807 of 1357 A1.5. Installation and/or repairs to groins, jetties, or other structures placed perpendicular to shore, and beach nourishment/renourishment are not covered in this Opinion. Breakwaters/living shorelines are covered as described in Activity 7. A1.6. No placement of riprap below MHW is covered under this Opinion within the boundary of the FKNMS unless the FKNMS issues a NOAA permit or authorization that signifies the proposed activity is consistent with Title III of the Marine Protection, Research, and Sanctuaries Act of 1972, as amended. Proof of approval from the FKNMS is required as part of the project level review submission, described in Section 2.3, below A1.7. Shoreline protection shall not occur on ocean beaches used for sea turtle nesting. Page 808 of 1357 Project Design Criteria (PDCs) Specific to Activity 2 for Pile -Supported Structures and Anchored Buoys A2.1. Activities covered by this Opinion include the installation, repair, replacement, and removal of structures as described below: A2.1.1. The pile -supported and anchored structures included in this Opinion are: docks and piers, boatlifts, mooring piles and dolphin piles associated with docks/piers; ATONs and PATONs; floating docks; pile -supported chickees (i.e., small, back -country, over -water, pile -supported, primitive camping shelters); boardwalks (as long as they are designed and clearly marked to prohibit fishing and vessel mooring); mooring fields and buoys; and other minor pile -supported structures. This does not include structures that support large commercial vessels including ferries, tankers, and cargo ships such as ferry terminals and large ports. A2.1.2. Pile -supported docks/piers for a single-family residential lot are limited to 4 slips for motorized vessels. Slips for non -motorized vessels (e.g., kayak, canoe, and paddleboard) and associated launching areas do not count toward the total slip number. A2.1.3. Pile -supported structures for marinas, multi -family facilities (e.g., condo complexes, trailer parks, subdivisions when the homeowners association owns and controls the in -water structures). Docks and piers for multi- family residential properties (e.g., condos, trailer parks, apartment complexes), and marinas are limited to a maximum of 50 total slips (i.e., combination of wet and dry slips for existing plus proposed slips). A2.1.4. Anchored buoys and temporary pile -supported structures associated with marine events. Upon completion of the event, these structures must be removed and, to the maximum extent practical, the site must be restored to pre -construction elevations. Water depths in the area of marine events must be deep enough to support at least 5 ft of water depth under the keel of a vessel and between the keel of a vessel and ESA -listed coral colonies when transiting to the mooring areas. There is no limit on the number of vessel slips allowed for temporary structures associated marine events such as boat shows. A2.1.5. Mooring fields are limited to a maximum of 50 motorized vessels (there is no limit on the number of non -motorized vessels). A2.1.6. All pile -supported structures constructed must comply with PDC 2.17 for Docks or Other Minor Structures Constructed in Florida Under this Opinion (see below). The following PDCs apply to all the activities described in PDC A2.1 above: A2.2. For commercial, multi -family, or public facilities, and marine events, signs must be posted in a visible location(s), alerting users of listed species in the area susceptible to vessel strikes and hook -and -line captures. The most current version of the signs that must be downloaded and sign installation guidance are available at: (http://sero.nmfs.noaa.gov/protected resources/section 7/protected species educat ional signs/index.html). The signs required to be posted by area are stated below: A2.2.1. All projects in Florida shall use the Save Sea Turtle, Sawfish, and Dolphin sign. These signs shall include contact information to the sea turtle and marine Page 809 of 1357 mammal stranding networks and smalltooth sawfish encounter database. A2.2.2. Projects within the North Atlantic right whale educational sign zone (as defined in Section 2.1.1.4) shall post the Help Protect North Atlantic Right Whales sign. A2.2.3. On the east coast of Florida, projects located within the St. John's River and those occurring north of the St. Johns River to the Florida -Georgia line shall post the Report Sturgeon sign. On the west coast of Florida, projects occurring from the Cedar Key, Florida north to the Florida - Alabama line. A2.2.4. We are still developing the signs to be used in the U.S. Caribbean. Once developed, those signs will be included at the website above. A2.3. For commercial, multi -family, or public facilities, monofilament recycling bins must be provided at the docking facility to reduce the risk of turtle or sawfish entanglement in, or ingestion of, marine debris. Monofilament recycling bins must: A2.3.1. Be constructed and labeled according to the instructions provided at http://mrrp.myfwc.com. A2.3.2. Be maintained in working order and emptied frequently (according to http://mrrp.myfwc.com standards) so that they do not overflow. A2.4. For any dock project (new construction, repair, or replacement) at a private residence located within 11 nautical miles of North Atlantic right whale critical habitat (as measured in a radius from the center of the nearest inlet to open ocean and described in Section 2.1.1.4), the property owner will be provided a handout with their USACE permit describing the presence of North Atlantic right whales in the area and the Federal regulations governing the approach to North Atlantic right whales (Appendix C). A2.5. ATONs and PATONs must be approved by and installed in accordance with the requirements of the USCG (see 33 CFR, chapter I, subchapter C, part 66 and RHA Section 10 and any other pertinent requirements). A2.6. Chickees must be less than 500 ft2 and support no more than 2 slips. A2.7. No activities associated with municipal or commercial fishing piers are covered under this Opinion. A2.8. Docks installed within visible distance of ocean beaches are required to comply with turtle -friendly lighting, if lighting is necessary to the project. Turtle -friendly lighting is explained and examples are provided on the Florida Fish and Wildlife Conservation Commission website: http://myfwc.com/wildlifehabitats/managed/sea-turtles/lighting/ A2.9. Project construction will take place from uplands or from floating equipment (e.g., barge); prop or wheel -washing is prohibited. Page 810 of 1357 3333 GARDEN AVENUE WATERFRONT IMPROVEMENTS PROJECT 3333 GARDEN AVENUE CITY OF MIAMI BEACH ENVIRONMENTAL & STRUCTURAL IMPACT REVIEW OCTOBER 2021 The 3333 Garden Avenue Waterfront Improvements Project proposes waterfront improvements along the property's riparian shoreline. The site is located on a canal, south of Lake Surprise in the City of Miami Beach, and is tidally connected to the larger Biscayne Bay ("Project"). Along the shoreline fronting the canal, the existing concrete seawall was previously constructed waterward of the 3333 property line, and is currently built, and encroaching upon, City -owned submerged lands/property. The primary focus of this summary is to evaluate the potential for environmental and structural impacts to the canal, and the neighboring two adjacent properties, if the City of Miami Beach were to require complete removal, excavation, and relocation of the existing seawall back to the property line at the site. Currently, the Project proposes the following activities to safely provide access to the shoreline, and to meet City requirements for seawall improvements (height and strength): 1. Replacement of the existing seawall by the installation of a new concrete seawall panel, concrete batter piles, concrete king piles, and the forming and pouring of a new concrete seawall cap that does not require complete removal of the existing seawall. 2. Installation of a new wood dock with (4) new mooring piles. The focus of this summary is primarily on the proposed seawall improvements. Environmental Impact — The canal south of Lake Surprise is located in close proximity, and is tidally connected to, Biscayne Bay / Biscayne Bay Aquatic Preserve. Given its proximity, it is not unusual for seagrass communities to grow within the Lake Surprise water environment. These seagrass communities primarily consist of Halophila decipiens (Paddle Grass) and Halodule wrightii (Shoal Grass), among other types. Typically found in similar water environments such as Lake Surprise would also be macroalgae, sponges, and limited coral coverage. Removal of the existing seawall would compromise these marine resource communities, both directly and indirectly. If the City of Miami Beach were to require removal of the existing concrete seawall at the property, excavation of the soil/spoil material back to the property line, and re -installation of a new seawall, most of the marine resources within a 15-30 foot footprint of the construction work would be lost due to direct impact from seawall removal activities (e.g. excavation and heavy demolition work, disturbance of submerged lands, poor water quality, smothering). There is a high likelihood of further habitat loss and water quality degradation from secondary, indirect impacts by shading and loss of sunlight from turbid water generated during excavation to remove the spoil behind the existing seawall. This Page 811 of 1357 3333 Garden Avenue — Environmental & Structural Impact Review October 2021 Page 2 turbid water is notoriously difficult to control and would impact a larger area within the canal fronting the property as well as Lake Surprise. As a result of these potential direct and indirect impacts to marine resources, complete seawall removal and relocation is not recommended. Typical practice for seawall replacement work is installation of new seawalls immediately waterward of existing. Structural Impact — In addition to marine resource impacts, there is the significant potential for structural damage to neighboring seawalls resulting from complete demolition of the existing seawall at the Project site. Currently, on both sides of the property, the existing seawalls abut each other. If there was going to be complete removal, the adjacent seawalls would need to be monitored for cracking and destabilizing movement from 3333 seawall demolition. The resulting cracks and impacts to the neighboring properties would likely require significant repairs, if not replacement of segments of each, to avoid future failure. Removal of the existing 3333 seawall and relocation landward would also result in a significant gap between property shorelines. This gap would require perpendicular seawall connections to shore up and seal the edges, resulting in additional costs associated with the original seawall removal project. Conclusions Based upon the above findings, Ocean Consulting recommends a seawall replacement project that does not require complete seawall removal, excavation, and placement landward. Marine resources and water quality will be protected, and the structural integrity of neighboring seawalls will be maintained. Page 812 of 1357 LOT - I BLOCK - I LOT -2 BLOCK -1 YGN CONG.RAMP ip 4� L TFDNG J s L=37.16' s.®n. � • R=25.00 T=22.57 d0H 33,, 8` CH 33,83' o� CHB=S5r11'39Y 9.M.n. nD ""'� W.V. •.� W.V. W.V. ,R w '`$ xo �Po 1 _ +tp I91GN NO W 5.q6 k 30.00 F.N...�/ 0.9(TW.T xo l0. "/ FY MK WAYJAI LEGAL DESCRIPTION: Ag•L LOTf AND Z BLOCK20F GAROENSUBOMSIONACCOROMG TOTNE—'THEREOF, ASRECOROEONR TBOOK31,PAGE90FTHEPUBHCRECOROSOFMIALDDADE cOUNIr, aoRIDA f ABBREVIATIONS ADDRESS: GB9. WNL a✓/ F.B.M. CERTIFICATION: EWNEft a cvlxcllNNL' TRUST MER, DIAN —# p 70' TOTAL RICHT-0 W.V. I L=75.58' AO' T=38.04 d=075'50'46' c.o. CH=75.34' CHB=N88'4C55'E Tf Lor -T BLOCK.2 gg / TWO STORY F PL w RES. 63333 ., � y� j P.F.P.• 5.60 AC PPD % C • 4l0 l F' r' P.n.v E' sp WA MLTALGUARD }V` ,N+ 5 r. �"�'.r r ✓ "'- ...-rte `�� .�- -i"- N�.r�"' .. N'��..�^' �µP C.BS. MAP OF BOUNDARY SURVEY GRAPHIC SCALE -20 0 10 20 40 80 ONFEE7) 1 INCH =20 FEET 2 LOT -3 BLOCK -2 �` ROOD ZONEMeFDRMAT/ON�f�lwvzmmmuwroeEmwlm•r Mill m SURVEYORSNOIE3: 1. ffeNbA'N, BEV6YG5NiE�roAVA55W®1DAmW{°Y SNDMT91 i1FD6GP&IIOVOFIIEPAOfENrv.FAOT.eEWWGSARE il®l/88O¢Dro cauxn.rowxvcvulvs z flEOnsI.REMnO: WM1m0.4Ts10iVEY6AI10VE r:iswR. L rnrrmGreoPAunlumarNxle PTeee v... uusevArorssly aAr�Na�roNAnDVN DEmEncverLrcwlaJlar OF1FAruA16G1ELOlAVIYBGYOIEMRI(e6O110GlPiN4 J2NNE®OUSE ..m,.: AVBae'ncwlxavDLe ALTavlmsWn'rD°wEsrmcBovvAVG®Jr FlEYAlAMS0.TJT8T0FNGVIl fYfim, MM'ENSYONrU01OA=NGVA 19ID- I.eB•NAVIlefl SURVEYORS CFATIRrATION: HDnr awnrc: ma awx9Nm suwvm or m e eFDrcxrc �Bm nCFrDN, ttF9 FLCBEfLY OBI5URVLIID IND °FAWN UNO[KMY 9uP[RVi910H, AVD LR.PI43 Wim 1149iNi0AR090P rwmrz A55T! fA�f roFfn BYiM FlOwOABONtOOr WDrL 910NN Wo)9URVLliIIb IH D1MfPA 5P FIOwDAAOM CSIPNP2 LA<NRSUAMiO A]2.02]. o DOwDA STAlUR9. �. J 06/3012020 JOHN®ARRA mAR Or rRiDwrnW w YRDr690WLIMD5UFw.TOLN0.:9201 5— LEGEND Orr10W0ALEGEND on v OVERFIFADUTIEDYONEs DRAWNBY: LK HLe IBAq - _ CONCRETEBLOG(WALL O�'.....R7 -K—M--M-1� vC} NLMFENCE S_40.1r1 �.� =IRONFENCE RELDDATE: 06/30/2020 =WOOD FENCE 9Fert —=BUIEDINO SETfl4CKUNE SURVEYNO: 20-002265 �,y--x�--.--N1— =UMRFDACCESS R4Y k4l LAMD =NON-VEHICUEARACCESSPW SHEET. 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'WpAPEid07eFDMiHEPIDA SHOWN ARE WODBEOFAWNATA � WA[13 °PF ESY.IY�EYAG°EFAiHIFOV a,V ., SEEFRRJRBABSxVWNIPEFENPGTBO.V(u18E33 Dt iNE iW 1 TMRMO9A]EI•IffMSVASIBIEANO ABOVE N.G.V.D. 1929 11VIDFOREGIAAENN$PE31 Au1xrnRAflorro 1xErxogRAunarurfESMNEwI „A .�....F� RES&EftW SUBWTIADNDiRMSW HDOW •NeE53OilffRM3ElNEED, IM3NRNIWSNOTAiiEEY LOT -3 BLOCK -2 �` ROOD ZONEMeFDRMAT/ON�f�lwvzmmmuwroeEmwlm•r Mill m SURVEYORSNOIE3: 1. ffeNbA'N, BEV6YG5NiE�roAVA55W®1DAmW{°Y SNDMT91 i1FD6GP&IIOVOFIIEPAOfENrv.FAOT.eEWWGSARE il®l/88O¢Dro cauxn.rowxvcvulvs z flEOnsI.REMnO: WM1m0.4Ts10iVEY6AI10VE r:iswR. L rnrrmGreoPAunlumarNxle PTeee v... uusevArorssly aAr�Na�roNAnDVN DEmEncverLrcwlaJlar OF1FAruA16G1ELOlAVIYBGYOIEMRI(e6O110GlPiN4 J2NNE®OUSE ..m,.: AVBae'ncwlxavDLe ALTavlmsWn'rD°wEsrmcBovvAVG®Jr FlEYAlAMS0.TJT8T0FNGVIl fYfim, MM'ENSYONrU01OA=NGVA 19ID- I.eB•NAVIlefl SURVEYORS CFATIRrATION: HDnr awnrc: ma awx9Nm suwvm or m e eFDrcxrc �Bm nCFrDN, ttF9 FLCBEfLY OBI5URVLIID IND °FAWN UNO[KMY 9uP[RVi910H, AVD LR.PI43 Wim 1149iNi0AR090P rwmrz A55T! fA�f roFfn BYiM FlOwOABONtOOr WDrL 910NN Wo)9URVLliIIb IH D1MfPA 5P FIOwDAAOM CSIPNP2 LA<NRSUAMiO A]2.02]. o DOwDA STAlUR9. �. J 06/3012020 JOHN®ARRA mAR Or rRiDwrnW w YRDr690WLIMD5UFw.TOLN0.:9201 5— LEGEND Orr10W0ALEGEND on v OVERFIFADUTIEDYONEs DRAWNBY: LK HLe IBAq - _ CONCRETEBLOG(WALL O�'.....R7 -K—M--M-1� vC} NLMFENCE S_40.1r1 �.� =IRONFENCE RELDDATE: 06/30/2020 =WOOD FENCE 9Fert —=BUIEDINO SETfl4CKUNE SURVEYNO: 20-002265 �,y--x�--.--N1— =UMRFDACCESS R4Y k4l LAMD =NON-VEHICUEARACCESSPW SHEET. IOF1 • 0.00 = EXSTING ELEVATIONS LB.67808 SEAL '\A + Iii `a, I �.��sl Building Department tf A, ,l t_? �_� t_�j 1700 Convention Center Drive, 2nd FL Miami Beach, Florida 33139 305.673.7610 Fax: 305.673.7857 Work Permit BR2105477 Building - Residential Master Permit: BOA2109323 Status: Issued Date: 6/18/2021 Site Address: 3333 GARDEN AVE Applied: 05/24/2021 Parcel #: 0232270150080 Issued: 06/18/2021 Expiration Date: 12/15/2021 Total Job Value: $150,000.00 PIN: 163861 Contractor: Southeast Marine Construction Owner: Elaine Levine (CGC060467) 1121 NW 51st Ct. 1121 NW 51 st Ct. Fort Lauderdale, FL 33309 Description: The Project proposes to install a new seawall cap with batter piles and a new footer. The installation of a new dock is also proposed. Inspector Area: Class Code: Statement of Work Quantity Total Fee Florida Building Code - DBPR Fee 25.00 $25.00 Florida Building Code Admin and Inspector Fund 2,500.00 $37.50 MDC Compliance Fee 150,000.00 $90.00 Permit 20% Initial Charge - Building 2,550.00 $460.00 Permit 20% Initial Charge - Planning 750.00 $150.00 Permit 20% Initial Charge - Public Works 750.00 $150.00 Permit Fee - Building Department 2,040.00 $2,040.00 Permit Fee - Planning Department 600.00 $600.00 Permit Fee - Public Works Department 600.00 $600.00 Sanitation Surcharges 150,000.00 $450.00 Training/Technology Fee - Building 2,550.00 $153.00 Training/Technology Fee - Planning 2,550.00 $153.00 Train I ng/Technology Fee - Public Works 2,550.00 $153.00 We ore committed to providing excellent public service and safety to all who live, work and play in our vibrant, tropical, historic community Page 814 of 1357 Total of All Fees: Total of All Payments: Balance Due: $5,061.50 $5,061.50 $0.00 We ore committed to providing excellent public service and safety to oll who live, work and ploy in our vibrant, tropical, historic community. Page 815 of 1357 ERAL NOTES I.ENELEVATIONS SHOWN REFER TO THE NORTH AMERICAN VERTICAL DAL UM(NAVD)OF 1981 V IIP 1I V 2. ALL DIMENSIONS ON PLANS ARE SUDJECF TO VERIFICATION IN THE FIELD, 3. ITISTHEINTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPUCABLECODES AND 11,0{1 Esl&I�i�^ JURISDICTION. ANY DISCREPANCIES BERVEFN THESE PLANS AND APPLICABLE CO DES SH E 1 DI T TNG BROUGHTTO TI BE ATTENTION OF ENGINEER BEFORE PROCEEDING WITH WORK. CONTRA I A SUBCONTRACTORS ARE RESPONSIBLE FOR ALL LINES,ELEVATIONS, AND MEASUREMENTS IN CCO�,ONNNEpE��CTTI/ION W�TTTTI /IIQTT] IE/I�R L 4. IT IS THE IN'IIiNT OP THESE PLANS ANDTP IERESPONSIIIILITY OF THE CONTRACTOR TO COMP518, le.,Y1Fed ■ AND FEDERAL ENVIRONMENTAL PERMITS ISSUED FOR THIS PROJECT. IT SHALL BE THE CON'rRALTOR'S RESPONSIBILITY TO FAMILIARIZE AND GOVERN HIMSELF BY ALL PROVISIONS OF THESE PERMITS. O O 5. APPLICABLE BUILDING CODE: FLORIDA BUILDING CODE, 2020 EDITION (AND CURRENT ADDENDUMS). On 6. APPROVED CONTRACTOR TO DETERMINE THE SUITABILITY OF EXISTING STRUCTURES AND VERIFY ALL DIMENSIONS. TUE APPROVED CONTRACTOR IS RESPONSIBLE FOR ALL METHODS, MEANS, SEQUENCES AND PROCIjl7{6.!11 lyI)12 OL 7. DO NOT SCALE DRAWING SFORDIMENSIONS. if V/ I ��G 8.CONTRACTORTO VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO COMMENCING WORK. 9.CONTRACTOR TO PROPERLY FENCE AND SECURE AREA WITHBARRICADES. 1 0. ANYDEVIATION AND/OR SUBSTITUTION FROM TIE. INFORMATION PROVIDED HEREIN SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF WORK 11. ALL NEW MATERIALS AND/OR PATCHWORK SHALL BE PROVIDED TO MATCH EXISTING MATERIALS AND/OR ADJOINING WORK WHERE PRACTICAL EXCEPT AS SPECIFICALLY NOTED HEREIN. 12. LICENSED CONTRACTOR SHALL USE ALL POSSIBLE CARE TO PROTECT ALL FXISTWGMATERIALS, SURFACES, AND FURNISHINGS FROM DAMAGE DURING ALL PHASES OF CONSTRUCTION. 13. III E LICENSED CONTRACTOR TO INS' TALL AND REMOVE ALL SHORING AND BRACING AS REQUIRED FOR THE PROPER EXECUTION OF TI IE WORK. 14. ALLNEW WORKAND/OR MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF EACH ADMINISTRATIVE BODY IIAVING JURISDICTION IN EACII PERTAIN W G CIRCUMSTANCE. 13. TIE CONTRACTOR WILL EMPLOY AND MAINTAIN ADEQUATE SEDIMENT AND EROSION CONTROL MEASURES TO PROTECT BISCAYNE BAY FROM SEDIMENT AND CONSTRUCTION DEBRIS. DESIGN CRITERIA STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE FOLLOWING CODES AND SPECIFICATIONS: I. FLORIDA BUILDING CODE(FBC), 2020 EDITION. 2. ACI 318-19, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. 3. ASCE 7-16, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, 4. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2018 EDITION. 5. EM 1110-2-1100 (PART VI) COASTAL ENGINEERING MANUAL, 2011 EDITION. IN THE EVEN OF CONFDCT BETWEEN PERTINENT CODES AND REGULATIONS AND THE REQUIREMENTS OFTHE REFERENCED STANDARDS OF TIIESE SPECIFICATIONS, THE PROVISIONS OF THE MORE STRINGENT SHALL GOVERN. BOLTS: 1. ALL BOLTS SHALL BE 316 STAINLESS STEEL, UNLESS OTHERWISE NOTED. DOCK: LL 80 PSF LOCATION MAP AND LEGAL DESCRIPTION Wool) I. PRIMARY WOOD FRAMING MEMBERS SHALL BE NUMBER I PRESSURE TREATED MARINE GRADE TEK SOUTHERN PINE, OR BETTER ALL DIMENSIONS ON PLANS ARE SUBJECT TO VERIFICATION IN THE FIELD. CONCRETE PROJECT SITE LOCATION: I' 3 I. CONCRETE SHALLCONFORM TOAC1318(LATEST ED.) AND SHALL BE REGULAR WEIGHT, SULFATE RESISTANT, WIIII A 3333 Garden Ave DESIGN STRENGTH OF 5,000 PSI AT 28 DAYS N/A MAX WATERLEMENI'IOUS MATERIALS RATIO, BY WEIGHT, NORMAL L° a uI I Miami Beach, FL 33140 WEIGHT AGGREGATE CONCRETE OF 0.40. 2. OWNER SHALL EMPLOY AND PAY FOR TESTING SERVICES FROM AN INDEPENDENT TESTING LA130RATORY FOR 11yliT LE HAITI\, UPPER. i� I CONCRETE SAMPLING AND TC81'ING IN ACCORDANCE W/ASTM. EA STFDE'. 0� Mld 1�90 thF 3. LICENSED CONTRACTOR IS RESPONSIBLE FOR THE ADEQUACY OF FORMS AND SHORING AND FOR SAFE PRACTICE IN r LATITUDE: 25°48'34.96"N TIIEIRUSE ANO REMOVAL. ; LONGITUDE: 8018'6.26"W q, CONCRETE COVER SHALL BE 3" UNLESS OTHERWISE NOTED ON APPROVED DRAWINGS. MODEL CITYiII 1// Ir © ` f 5. REINFORCING STEEL SHALL BE IN CONFORMANCE WITH THE LATEST VERSION OFASTM A615 GRADE 60 SPECIFICATIONS. ALL REINFORCEMENT SHALL BE PLACED IN ACCORDANCE W/ACI 315 AND ACIMANUAL OF STANDARD PRACTICE. FOLIO No.: 02-3227-015-0080 6. SPLICESIN REINFORCING BARS SHALL NOT BE LESS THAN 48 BAR DIAML MRS AND REINFORCING SHALL BE CONTINUOUS 3333 Gorden Avenue�� •' it AROUND ALI. CORNERS AND CHANGES INDIRECTION. CONTINUITY SHALL BE PROVIDED AT CORNERS OR CHANGES IN " DIRECTION BY BENDING TI IS LONGI'T'UDINAL STEEL AROUND THE CORNER 48 BAR DIAMETERS. O § rlY �I�OAV SNORE f LEGAL DESCRIPTION: PILE DRIVING NOTES b VIYNW OOD I' A sa II 1�1 EDGEVIATI-R II I } , GARDEN SUB AMD SUB PB 31-9 I' PILE DRIVING OPERATIONS SIIALLBE OBSERVED BYASPECIAL INSPECI'OR, INCLUDING TEST PILES SUFFICIENT TO TAN_ DETERNIINETHEAPPROXIMATFLE'NGTH REQUIRED TOMEET DESIGN CAPACITY. v : p `. LOTS 1 &2 BLK 2 2. PILES SHALL BE DRIVEN USING AN APPROVED CUSHION BLOCK CONSISTING OF MATERIAL SO ARRANGED SO AS TO II'I r IO, I _ "J f I' I - LOT SIZE 139.700 X 158 PROVIDE L L• E DRIVEN Q IRE MINIMUAMMER ENERGY. 1I !' -I t~ q r "Mlaml Beach J. PILES SHALL DE DRIVEN TO REQUIRED MINIMUM 15 ION OEARWGCAYACI'IY. Phillip andPa rcla Treat - T�'--' ((''��,Ju09 I landl y, ) 4. PILES SHALL BE DRIVEN WITH A DROP HAMMER OR GRAVITY HAMMER PROVIDED THE HAMMER SHALL WEIGH NO LESS Museum of Sclence� Y1 m,n. vwa ._�+i r w IIS RER• NATURAL RESOURCES DIVISION THAN 3,000 POUNDS, AND THE FALL OF THE HAMMER SHALL NOT EXCEED 6FT. 1 , •�-� j „ ' SOUTH 5. PRELIMINARY APPROVAL 5. PILES SHALL BE DRIVEN WI7}IAVANATION OF NOT MORE TIPAN ("PGR FOOT FROM THE VERTICAL. OR FROM THE IY_(]'A \Q 00y91de MarYCtplaG f II BATTER LINE INDICATED, WITH A MAX VARIATION OFTHE HEAD OFTHE PILE FROM THE POSITION SHOWN ON THE 0-/ '• ( 1 NAME Jessica Lorenzo PLANS OF NOT MORE THAN 3'. I �I TT tj ❑ ?..I I / �,; I :S ASt (),ill 6. WHERE PILING MUST PENETRATESTRATA OFFERING 111011 RESISTANCE TO DRIVING, THE STRUCTURAL ENGINEER OF DATE 05f17/2021 RECORD OR SPECIAL INSPELTORMAY REQUIRE THAT PILES BE SET IN PREDRILLED OR PUNCI IED HOLES. THE PILES I' DOW TOWN Dodge Island A l • SHALL REACH THEIR FINAL PENETRATION BYDRIVING. !T AtIAM1III .� 1 -`South Po nte,Fark �. � M 10 m I ,: •,Fryher.lsland _ A E OCEAN CONSULTING, LLC 340 Minorca Avenue, Suite 7 Coral Gables, Florida 33134 Tel: (305) 921-9344 1-: (305) 677-3254 CONTRACTOR: PROJECT ENGINEER: ADOLFO GONZALEZ P.E. 2050 Coral Way Suite 502 Miami FI 33145 Tel: (305) 415 8732 SEAL/SIGNATURE/DATE Digitallysigned Adolfo J `byAdolfo J , Gonzalez Go n za l eZ Date:2021.05.24 12:00.05 -04'00' Adolfo J J,Adcdf.Jsigned ez G o nza I eZ °are: 1021'05'17 09.4858-04'00' Adolfo Gonzalez Lie. No. 58620 PERMIT DRAWINGS Issue # Issue Date May 14, 2021 PROJECT: 20-10120 PROJECT LOCATION & NOTES S-1 ! V %I/ \l V OPPOSITE SHORELINE. BU[LDIN \ V Reviewed F BR / \ BI S C A Y N E B06k14/202 RER - NATURAL RESOURCES DIVISION \ PRELIMINARY APPROVAL / NAME Jessica Lorenzo DATE 05/17/2021 / (3) EXISTING WOOD \ MORNING PILES TO \ / - BE REMOVED. 86' \ O O EXISTING CONDITIONS -3333 GARDEN AVE- Afiami Beach, FL N C= 6=1=1 St RF TAV I )EPit, RN CLIE T: wmp =cd. fdorida 33140 OCEAN CONSULTING, LLC 340 Minorca Avenue, Suite 7 Corel Gables, Florida 33134 Tel: (305) 921-9344 1-: (305) 677-3254 CONTRACTOR: PROJECT ENGINEER: ADOLFO GONZALEZ P.E. 2050 Coral Way Suite 502 Miami F133145 Tel: (305) 415 8732 SEAL/SIGNATURE/DATE Dlgitally signed Adolfo J) Gunrdal. G o n z a l e Z- Da te. ?021.05.24 12--M17-04'00' Adolfo �' Digitally signed by Jf�AdoifoJGoraaiez Dat,202 1.05.17 Gonzalez 09 401.04'00' Adel& Gonzalez Lie. No. 58620 PERAUT DRAWINGS Issue # Issue Date �l May 14, 2021 PROJECT: 20-10120 EXISTING CONDITIONS I S2 OPPOSITE SHORELINE. \ BUILDING \ B I S C A Y ,vF(6vfWv6d 159'-8" i/ O ( (4) NEW 12" DIA. CCA MARINE \moo� q, TREATED WOOD MORNING . - 5 PIES DRIVE TO A 15 TON. \'% MIN. BEARING CAPACITY. �� 68'-2" 20' 20' 20' — / O N NEW 693.5 SF WOOD DOCK SEE SEAWALL SUPPORTED BY (12) NEW 12" DIA IMPROVEMENTS BELOW. WOOD DOCK PILES RER • NATURAL RESOURCES DIVISION w PRELIMINARY APPROVAL aNAME Jessica Lorenzo I DATE 0 5/1712 021 79'-10" U 1 Horida 33140 06/14/2021 iWA&3Q OCEAN CONSULTING, LLC 340 Minorca Avenue, Suite 7 Coral Gables, Florida 33134 31'-6" Tel: (305) 921-9344 Fax: (305) 677-3254 CONTRACTOR 70' \ 22'_6" PROJECT ENGINEER: 1 T I \ h ADOLFO GONZALEZ P.E. � C i � r h } s a14�+ j 2050 �+ ,IEM I I• -4 . Iv o !�. O ll 3 I§ O;r a O � Way Suite 502 Miand F133145 f Tel: (305) 415 8732 PROPERTY LINE ' P �d� SEAL/SIGNATURE/DATE — — — — — — _ Adolfo J DI91bIlY zlgned lry ,i<aaarcoJ Gor�lez 79'-7° — -- — — GOnZaIeZ'Date:2021.0s.z4 PROPOSED CONDITIONS 2.M40 -04'00' -3333 GARDENAVE - ! ' A4iami Beach, FL / 159'-g° Adolfo J `1 Digitally signed by /, Adolfo J Gonzalez 79'-3" GonZalpZ Date:202L05.17 09:49.39-04'00' NEW 4' LONG, INTERLOCKING EXISTING CONCRETE NEW REINFORCED CONCRETEAdolf• Gonzalez (33) NEW 12"x 12" P.S. Lie. No. 58620 AWL -3 ALUMINUM SHEET FOOTER TO REMAIN. SEAWALL CAP INSTALLED CONCRETE BATTER PILES PILING TOEWALL FOOTER ATOP EXISTING SEAWALL. SPACED AT s' O.C. MAX. PERMIT DRAWINGS / Issue # Issue Date !p ' Ql May 14, 2021 - 38'-8" PROPERTY LINE 79'-7" — — 7 PROPOSED SEAWALL CONDITIONS PROJECT: 20-10120 -3333 GARDEN AYE - D ,ldiami Beach, FL a S-5 / PROPOSED CONDITIONS ---- ------------------------------ SCALE: AS SHOWN SHEET NO. — a C a . 1-3 N GRAPHIC SCALE AJ TOP OF NEW CAP 14V EL.+5.70'NAVD CON / o ` 5' O.C. MAX "SEAZWAZ�LL �RE;MZUAI�N. 00 `V _ 41'-2" �B < I U 1 Horida 33140 06/14/2021 iWA&3Q OCEAN CONSULTING, LLC 340 Minorca Avenue, Suite 7 Coral Gables, Florida 33134 31'-6" Tel: (305) 921-9344 Fax: (305) 677-3254 CONTRACTOR 70' \ 22'_6" PROJECT ENGINEER: 1 T I \ h ADOLFO GONZALEZ P.E. � C i � r h } s a14�+ j 2050 �+ ,IEM I I• -4 . Iv o !�. O ll 3 I§ O;r a O � Way Suite 502 Miand F133145 f Tel: (305) 415 8732 PROPERTY LINE ' P �d� SEAL/SIGNATURE/DATE — — — — — — _ Adolfo J DI91bIlY zlgned lry ,i<aaarcoJ Gor�lez 79'-7° — -- — — GOnZaIeZ'Date:2021.0s.z4 PROPOSED CONDITIONS 2.M40 -04'00' -3333 GARDENAVE - ! ' A4iami Beach, FL / 159'-g° Adolfo J `1 Digitally signed by /, Adolfo J Gonzalez 79'-3" GonZalpZ Date:202L05.17 09:49.39-04'00' NEW 4' LONG, INTERLOCKING EXISTING CONCRETE NEW REINFORCED CONCRETEAdolf• Gonzalez (33) NEW 12"x 12" P.S. Lie. No. 58620 AWL -3 ALUMINUM SHEET FOOTER TO REMAIN. SEAWALL CAP INSTALLED CONCRETE BATTER PILES PILING TOEWALL FOOTER ATOP EXISTING SEAWALL. SPACED AT s' O.C. MAX. PERMIT DRAWINGS / Issue # Issue Date !p ' Ql May 14, 2021 - 38'-8" PROPERTY LINE 79'-7" — — 7 PROPOSED SEAWALL CONDITIONS PROJECT: 20-10120 -3333 GARDEN AYE - D ,ldiami Beach, FL a S-5 / PROPOSED CONDITIONS ---- ------------------------------ SCALE: AS SHOWN SHEET NO. — a C a . 1-3 N GRAPHIC SCALE AJ EXISTING CONCRETE SEAWALL AND CAP TO REMAIN. •, o • UPLAIJDS�. EXISTING SEAWALL CONDITION( v MAX 1 I._4., NEW 12x12" P.S. CONCRETE BATTER PILES SPACED 5' O.C. MAX DRIVEN 24' B.E.L.S. TO A 25 -TON COMPRESSION/ 7 TON TENSION BEARING CAPACITY ACCORDING TO DYNATECH ENGINEERING CORP GEOTECHNICAL REPORT DATED AUGUST 19, 2020. SCALE: 3/8" =1'-0" \-4 RER • NATURAL RESOURCES DIVISION PRELIMINARY APPROVAL NAME Jessica Lorenzo DATE 05/17/2021 EXISTING CONCRETE USE CLEAN BACKFILL PER FBC SEAWALL AND CAP STANDARDS IN ALL AREAS TO REMAIN. BEHIND NEW SEAWALL. NEW REINFORCED CONCRETE SEAWALL CAP. c>�/ Dy USE CLEAN BACKFILL PER FBC STANDARDS IN ALL AREAS BEHIND NEW SEAWALL. VAMA2X 1" --j-2'-8•' TOP OF EXISTING SEAWALL EL.+4.00'NAVD +`':',"• ,;:' DRILL & EPDXY 18"x 18" #6 HOOKS i AT 12"O.C. ("1'YP.) 6" EMBEDMENT IN TO EXLSTING\\/ W MHW LINE SEAWALL. HOOK TO EXTEND 18"'. EL. +0.14' NAVD v//\ EXISTING CONCRETE SEAWALL TO REMAIN./jam m MLW LINE = EL. -2.06' NAVD EXISTING SEAWALL SECTION / H") SCALE: 3/8" = l'-0" _4 4' LONG, INTERLOCKING AWL -3 AWMINUNIEHEET11011-1FIG TOEWALL FOOTER; PUMP 3,000 PSI �O�Sl I N SHEETING AND SEAWALL BY MEA 5{(�+(t I G FROM CONCRETE PUMP TRUCK TO BEHIND EXISTING SEAWALL. TOTALFAR FT.- 9.8'. TOTAL CU YARDAGE OF CONCRETE=`'.ea+Ie ed 1 YARDS/LINEAR FT -0.04. fO O O.C. MAX ofl ,.. 06/14/20 D ' r-4" PROPOSED SEAWALL CONDITION / SCALE: 3/8"= F-0" _4 NEW 20"02" CONCRETE CAP OVER POUR WITH CHAMFERD EDGES. USE #3 HOOPS AT 12" O.C. 3" O.C. OVER PILINGS (6" BOTH SIDES). USE (4) TOP CONT #5 REBAR, (2) MIDDLE CONT #5 REBAR, (4) BOTTOM CONT #5 REBAR TOP OF NEW CAP EL. +5.70' NAVD 00 NEW 12x12" P.S. CONCRETE BATTER PILES SPACED 5'0.C. MAX DRIVEN 24' B.E.L.S. TO A 25 -TON COMPRESSION/ 7 TON TENSION BEARING CAPACITY ACCORDING TO DYNATECH ENGINEERING CORP GEOTECHNICAL REPORT DATED AUGUST 19, 2020. MIN 4" EMBED INTO NEW CAP AND DRILL 14 AND EPDXY #7 L-13AR AND EXTEND 11" MIN. INTO CAP. rn 1 O 3 H K7 MIiW LINE EL. +0.14' NAVD )E,EN J N CLIE OCEAN CONSULTING, LLC 340 Minorca Avenue, Suite 7 Coral Gables, Florida 33134 Tel: (305) 921-9344 Fax: (305) 677-3254 CONTRACTOR PROJECT ENGINEER: ADOLFO GONZALEZ P.E. 2050 Coral Way Suit. 502 Miami Fl 33145 Tel: (305) 415 8732 SEAL/SIGNATURE/DATE Adolfo) Digitally signed by f,Adolfa 1 G.nmiez Gonzalez Date:2021.05.24 , 12.0055-ar00' Adolfo J ?�Dlgifallysigned by s ,Adolfo 1 Gonmlez Go nza I eZ,Dal, 2021.05.17 09:49.57-04'00' Adolfo Gonzalez Lic. No. 58620 PERAHT DRAWINGS Issue # Issue Date Ql May 14, 2021 PROJECT: 20-10120 SEAWALL DETAIIS AND SECTIONS S-4 N7 MLW LINE EL. -2.06' NAVD 4' LONG, INTERLOCKING AWL -3 ALUMINUM SHEET PILING r TOEWALL FOOTER; PUMP 3,000 PSI CONCRETE BETWEEN SHEETING AND SEAWALL BY MEANS OF TREMIE HOSE r1 `::. • ^ FROM CONCRETE PUMP TRUCK TO PREVENT EROSION N BEHIND EXISTING SEAWALL. TOTAL LINEAR FT. 79.8'. TOTAL CU YARDAGE OF CONCRETE= 2.8. CU YARDS/LINEAR FT =0.04. SEE ALUM DETAIL ON S-7. PROPOSED SEAWALL SECTION ( -B"') SCALE: 3/8"= 1�0" _4 )E,EN J N CLIE OCEAN CONSULTING, LLC 340 Minorca Avenue, Suite 7 Coral Gables, Florida 33134 Tel: (305) 921-9344 Fax: (305) 677-3254 CONTRACTOR PROJECT ENGINEER: ADOLFO GONZALEZ P.E. 2050 Coral Way Suit. 502 Miami Fl 33145 Tel: (305) 415 8732 SEAL/SIGNATURE/DATE Adolfo) Digitally signed by f,Adolfa 1 G.nmiez Gonzalez Date:2021.05.24 , 12.0055-ar00' Adolfo J ?�Dlgifallysigned by s ,Adolfo 1 Gonmlez Go nza I eZ,Dal, 2021.05.17 09:49.57-04'00' Adolfo Gonzalez Lic. No. 58620 PERAHT DRAWINGS Issue # Issue Date Ql May 14, 2021 PROJECT: 20-10120 SEAWALL DETAIIS AND SECTIONS S-4 EXISTING CONCRETE FOOTER TO F EXISTING CONCRETE REMAIN AND BE CUT AS SEAWALL TO REMAIN. NECESSARY FOR INSTALLATION OF NEW BATTER PILES. UPLAADS S -S USE CLEAN BACKFILL PER FBC STANDARDS IN ALL AREAS �� BEHIND NEW SEAWALL. EXISTING SEAWALL CONDITION / 3 1 SCALE: 3/8"=1'-0" -5 RER•NATURAL RESOURCES DIVISION PRELIMINARY APPROVAL NAME Jessica Lorenzo DATE 05117/2021 I NEW REINFORCED CONCRETE SEAWALL CAP EXISTING CONCRETE SEAWALL TO REMAIN. NEW 12x12" P.S. CONCRETE BATTER COMPS SPACED RESS ON/ 7 TO TENSION BEARIN E6CJR+YR , I N G DE ACCORDING TO DYNATECH ENGINEERING CORP cue GEOTECHNICAL REPORT DATED AUGUST Reviewed I d s o.c. MAX 06/14/202" jjvj UPLANDS .Y PROPOSED SEAWALL CONDITION / `+ SCALE: 3/8"= 1'-0" -5 S USE CLEAN BACKFIU PER FBC STANDARDS IN VAR T-11" ALL AREAS BEHIND MAX EXISTING CONCRETE NEW SEAWALL. SEAWALL TO REMAIN. 2'-8" CONSULTING, LLC VART-11" 340 Minorca Avenue, Suite 7 0o ` '~ MAXTOP N OF EXISTING SEAWALL CONTRACTOR EL.+4.10'NAVD '•.::;.ii ::: `::' M in DRILL & EPDXY 18"x 18" #6 HOOKS / AT 12"O.C. (TYP.) 6" MIN EMBEDMENT INTO EXISTING V-6" MHW LINE /\\/ SEAWALL. HOOK TO EXTEND 18". O EL.+0.14'NAVD \may// EXISTING CONCRETE / SEAWALL TO [V MLW LINE EL. -2.06' NAVD S — NEW 19"x32" CONCRETE CAP OVER POUR WITH CHAMFERD EDGES. USE #3 HOOPS AT 12" O.C. 3" O.C. OVER PILINGS (6" BOTH SIDES). USE (4) TOP CONT #5 REBAR, (2) MIDDLE CONT #5 REBAR, (4) BOTTOM CONT #5 REBAR TOP OF NEW CAP EL. +5.70' NAVD r NEW 12x12" P.S. CONCRETE BATTER PILES SPACED Y O.C. -4, MAX DRIVEN 24' B.E.L.S. TO A 25 -TON COMPRESSION/ 7 TON TENSION BEARING CAPACITY ACCORDING TO DYNATECH ENGINEERING CORP GEOTECHNICAL REPORT DATED AUGUST 19, 2020. MIN 4" EMBED INTO NEW CAP AND DRILL AND EPDXY #7 L -BAR AND EXTEND 18" MIN. INTO CAP. I Pi 1 30 EL. +0 MHW LIIIE [— .14'NAVD 30 �7 MLW LINE EL. -2.06' NAVD PROJECT ENGINEER: ADOLFO GONZALEZ P.E. 2050 Casal Way Suite 502 Miami F133145 Tel: (305) 415 8732 SEAL/SIGNATURE/DATE Adolfo ' Dlgltallyslgnedby :Adolfo J Gonzalez Gonzalez' -Date: 2021.0524 1zU1:14-04.00' Adolfo J I Adolfo) Gonmlez Gonzalez Date: 2021.05.17 095023 -04'00' Adolfo Gonzalez Lic. No. 58620 PERNHT DRAWINGS Issue # Issue Date Ql May 14, 2021 EXISTING CONCRETE FOOTER TO REMAIN. EXISTING CONCRETE BAG FOOTER EXISTING CONCRETE PROJECT: 20.10120 TO REMAIN AND BE CUT AS FOOTER TO REMAIN. NECESSARY FOR INSTALLATION OF SEAWALL DETAILS NEW L \ W�BATTER PILES. AND SECTIONS EXISTING SEAWALL SECTION (C \ PROPOSED SEAWALL SECTION(SCALE: AS SHOWN SCALE: 3/8"= I'-0" _5 SCALE: 3/8" = 1'-0" _5 SHEET NO. S-5 OCEAN CONSULTING, LLC 340 Minorca Avenue, Suite 7 0o Coal Gables, Florida 33134 Tel: (305) 921-9344 N Fax: (305) 677-3254 CONTRACTOR — NEW 19"x32" CONCRETE CAP OVER POUR WITH CHAMFERD EDGES. USE #3 HOOPS AT 12" O.C. 3" O.C. OVER PILINGS (6" BOTH SIDES). USE (4) TOP CONT #5 REBAR, (2) MIDDLE CONT #5 REBAR, (4) BOTTOM CONT #5 REBAR TOP OF NEW CAP EL. +5.70' NAVD r NEW 12x12" P.S. CONCRETE BATTER PILES SPACED Y O.C. -4, MAX DRIVEN 24' B.E.L.S. TO A 25 -TON COMPRESSION/ 7 TON TENSION BEARING CAPACITY ACCORDING TO DYNATECH ENGINEERING CORP GEOTECHNICAL REPORT DATED AUGUST 19, 2020. MIN 4" EMBED INTO NEW CAP AND DRILL AND EPDXY #7 L -BAR AND EXTEND 18" MIN. INTO CAP. I Pi 1 30 EL. +0 MHW LIIIE [— .14'NAVD 30 �7 MLW LINE EL. -2.06' NAVD PROJECT ENGINEER: ADOLFO GONZALEZ P.E. 2050 Casal Way Suite 502 Miami F133145 Tel: (305) 415 8732 SEAL/SIGNATURE/DATE Adolfo ' Dlgltallyslgnedby :Adolfo J Gonzalez Gonzalez' -Date: 2021.0524 1zU1:14-04.00' Adolfo J I Adolfo) Gonmlez Gonzalez Date: 2021.05.17 095023 -04'00' Adolfo Gonzalez Lic. No. 58620 PERNHT DRAWINGS Issue # Issue Date Ql May 14, 2021 EXISTING CONCRETE FOOTER TO REMAIN. EXISTING CONCRETE BAG FOOTER EXISTING CONCRETE PROJECT: 20.10120 TO REMAIN AND BE CUT AS FOOTER TO REMAIN. NECESSARY FOR INSTALLATION OF SEAWALL DETAILS NEW L \ W�BATTER PILES. AND SECTIONS EXISTING SEAWALL SECTION (C \ PROPOSED SEAWALL SECTION(SCALE: AS SHOWN SCALE: 3/8"= I'-0" _5 SCALE: 3/8" = 1'-0" _5 SHEET NO. S-5 NEW 12x12" P.S. CONCRETE BATTER PILES SPACED T O.C. MAX DRIVEN 24' B.E.L.S. TO A 25 -TON COMPRESSION/ 7 TON TENSION BEARING CAPACITY ACCORDING TO DYNATECH ENGINEERING CORP GEOTECHNICAL REPORT DATED AUGUST 19, 2020. 1 USE CLEAN BACKFILL PER FBC VAR T-11" STANDARDS IN ALL AREAS MAX VAR 2'-11" MAX EXISTING CONCRETE NEW REINFORCED EXISTING CONCRETE BEHIND NEW SEAWALL. 11 Z SEAWALL TO REMAIN. TOP OF EXISTING SEAWALL EL.+4.00'NAVD :,`'' =• EXISTING CONCRETE�� BAG FOOTER AND CONCRETE SEAWALL CAP. EXISTING CONCRETE DEBRIS TO BE SEAWALL TO REMAIN. REMOVED. 06/14/2021 ,-W�� m0151GWMANT REMOVED. EMBEDMENT IN TO EXISTING RER • NATURAL RESOURCES DIVISION MHW LINE SEAWALL. HOOK TO EXTEND 18" \\/ PRELIMINARY APPROVAL 4' LONG, INTERLOCKING AWL -3 ALUMINUM SHEET PILING ;t NAME Jessica Lorenzo TOEWALL FOOTER; PUMP 3,000 PSI CONCRETE BETWEEN - Corel Gables, Florida 33134 DATE 05/17/2021 �00 • U11f1NDS • ` FROM CONCRETE PUMP TRUCK TO PREVENT EROSION ' Fax: (305) 677-3254 E / USE CLEAN BACKFILL PER FBC -6 STANDARDS IN ALL AREAS TOTAL CU YARDAGE OF CONCRETE= 2.8. CU BEHIND NEW SEAWALL. �� EXISTING SEAWALL CONDITION( 5 SCALE: 3/8"- 1'-0" _6 1 USE CLEAN BACKFILL PER FBC VAR T-11" STANDARDS IN ALL AREAS MAX VAR 2'-11" MAX V-4" EXISTING CONCRETE BEHIND NEW SEAWALL. 11 Z SEAWALL TO REMAIN. TOP OF EXISTING SEAWALL EL.+4.00'NAVD :,`'' =• EXISTING CONCRETE�� CLIE T: �•pplp li!!.l<Y1�12191'�llL�+ \ \ \\ G717- BAG FOOTER AND DRILL & EPDXY 18"x 1 S" #6 HOOKS DEBRIS TO BE AT 12"O.C. (M.) 6" MIN j\\� 06/14/2021 ,-W�� m0151GWMANT REMOVED. EMBEDMENT IN TO EXISTING OCEAN MHW LINE SEAWALL. HOOK TO EXTEND 18" \\/ EL. +0.14' NAVD P7 \/ 0 IQ7 MLW LINE EL. -2.06' NAVD EXISTING SEAWALL SECTION / SCALE: 3/8"=1'-0" -6 v.w e:, "nssr EXISTING CONCRETE SEAWALL TO REMAIN. D r--4'LONG, INTERLOCKING AWL-3ALUMINIJWSHEAT PILINGI SHEETING FOOTER;1 �j��' SEAM 4LL BY M � NO E EN' 1 \ FROM CONCRETE PUMP TRUCKEN EROSIP BEHIND EXISTING SEAWALL. TOTA�7AZJ�J TOTAL CU YARDAGE OF CONCRET CCIIJJ CLIE T: �•pplp li!!.l<Y1�12191'�llL�+ YARDS/LINEAR FT x.04. SEE ALUM DETAIL ON S -7.B o G717- Y, [[orida 33140 06/14/2021 ,-W�� m0151GWMANT O.C. MAX OCEAN NO— CONSULTING, LLC 4' LONG, INTERLOCKING AWL -3 ALUMINUM SHEET PILING 340 Minorca Avenue, Suite 7 TOEWALL FOOTER; PUMP 3,000 PSI CONCRETE BETWEEN - Corel Gables, Florida 33134 SHEETING AND SEAWALL BY MEANS OF TREMIE HOSE �00 Tel: (305) 921-9344 FROM CONCRETE PUMP TRUCK TO PREVENT EROSION [V Fax: (305) 677-3254 N r. I CONTRACTOR UPLAA EXISTING CONCRETE .. - SEAWALL TO REMAIN. PROPOSED SEAWALL CONDITION ( 6'1 SCALE: 3/8" = 1'-0" _6 — NEW 20'x32" CONCRETE CAP OVER POUR WITH CHAMFERD EDGES. USE #3 HOOPS AT 12" O.C. 3" O.C. OVER PILINGS (6" BOTH SIDES). USE (4) TOP CONT #5 REBAR, (2) MIDDLE CONT #5 REBAR, (4) BOTTOM CONT #5 REBAR- TOP OF NEW CAP EL. +5.70' NAVD 00 NEW 12x12" P.S. CONCRETE BATTER PILES SPACED 5'0.C. MAX DRIVEN 24' B.E.L.S. TO A 25 -TON COMPRESSION/ 7 TON TENSION BEARING CAPACITY ACCORDING TO DYNATECH ENGINEERING CORP GEOTECHNICAL REPORT DATED AUGUST 19, 2020. MIN 4" EMBED INTO NEW CAP AND DRILL W AND EPDXY #7 L -BAR AND EXTEND 18" MEN. INTO CAP. I O \3 Q7 MHW LINE 00 EL. +0.14' NAVD PROJECT ENGINEER: ADOLFO GONZALEZ P.E. 2050 Corel Way Suite 502 Miami F133145 Tel: (305) 415 8732 SEAL/SIGNATURE/DATE Adolfo Jr•AdolfolJGonzalez y Gonza I El 12-ata:2021.0524 120129-04'00' Adolfo J `; Digitally signed by Adolfo 1 Gonzalez Gonzalez °ate:2021.U5.,7 075035 -04'00' Adolfo Gonzalez Lie. No. 58620 PERMIT DRAWINGS Issue # Issue Date (l May 14, 2021 PROJECT: 20-10120 SEAWALL DETAILS AND SECTIONS S-6 m MLW LINE 'r"-• EL. -2.06 NAVD NO— 4' LONG, INTERLOCKING AWL -3 ALUMINUM SHEET PILING TOEWALL FOOTER; PUMP 3,000 PSI CONCRETE BETWEEN SHEETING AND SEAWALL BY MEANS OF TREMIE HOSE 0n +':.: • FROM CONCRETE PUMP TRUCK TO PREVENT EROSION ` N BEHIND EXISTING SEAWALL. TOTAL LINEAR Yr =79.7. TOTAL CU YARDAGE OF CONCRETE= 2.8. CU YARDS/LINEAR FT =0.04. SEE ALUM DETAIL ON S-7. PROPOSED SEAWALL SECTION F SCALE: 3/8" = F-0" _6 PROJECT ENGINEER: ADOLFO GONZALEZ P.E. 2050 Corel Way Suite 502 Miami F133145 Tel: (305) 415 8732 SEAL/SIGNATURE/DATE Adolfo Jr•AdolfolJGonzalez y Gonza I El 12-ata:2021.0524 120129-04'00' Adolfo J `; Digitally signed by Adolfo 1 Gonzalez Gonzalez °ate:2021.U5.,7 075035 -04'00' Adolfo Gonzalez Lie. No. 58620 PERMIT DRAWINGS Issue # Issue Date (l May 14, 2021 PROJECT: 20-10120 SEAWALL DETAILS AND SECTIONS S-6 h (8) NEW 12" DIA. MARINE TREATED WOOD PILES, DRIVEN TO A 15 -TON MIN. BEARING CAPACITY. TO EXTEND 6' ABOVE DECK 91, 9'-3" 10' NEW 3x 8, P.T. WOOD STRINGERS AT 16" O.C. MAX SECURED TO SUB -STRINGER USE S.S HURRICANE STRAPS WITH 10d S.S. NAILS (TYP.) 70' 10' - 10' NEW IPE HARDWOOD FASCIA (3 LAYERS) SECURED TO STRINGER WITH S.S. DECK SCREWS. 10' 10' BUILDING EF�M", N ed cT Ina W. e 9'-3" 9 7ph ue B fl 14orida 33140 CD OCEAN CONSULTING, LLC 340 Minorca Avenue, Suite 7 Coral Gables, Florida 33134 Tel: (305)11.1-9344 N Fes: (305) 677-3254 1 CONTRACTOR: NEW BLOCK HANGERS J EXISTING CONCRETE SECURED TO SEAWALL TO REMAIN CONCRETE SEAWALL. (1` PROJECT ENGINEER: NEW 3x10, P.T. WOOD SUB- 1 STRINGER SECURED WITH (2) %" DIA S-8 ADOLFO GONZALEZ P.E. S.S. THROUGH BOLTS WITH NEW Y4x6IPE HARDWOOD DECKING WASHERS AT EACH END. CM.) SECURED WITH (2) 3" LONG, #10 S.S. (4) NEW 12" DIA. MARINE TREATED 2050 Coral Way Suite 502 RER •NATURAL RESOURCES DIVISION DECK SCREWS AT EACH STRINGER. WOOD PILES, DRIVEN TO A 15 -TON Miami F133145 MIN. BEARING CAPACITY. PILES TO Tel: (305) 415 8732 DOCK FRAMING PLAN PRELIMINARY APPROVAL BE CUT BELOW DECK. r 'S SEAL/SIGNATURE/DATE NAME Jessica Lorenzo SCALE: 3/16"= I" DATE 05/17/2021 r Digitally signed by - ----_ ----- ----- --- Adolfo) ;Adelrol Gonzalez TYPICAL DOCK EDGE PLAN DETAIL %7� SCALE: Y4"= 1'-0" _7 12" DIA. DOCK PILE. (2) Y4" DIA S.S. THRU 2x8" PT WOOD FASCIA BOLTS WITH WASHERS BOARD ATTACHED TO H AT EACH END. STRINGERS. 3x10" PT WOOD SUB-STRINGER- UB-STRINGER12" 3x10 PT WOOD 12"DIA. DOCK SUB -STRINGER PILE. SCALE: %"= 11-0" IPE WOOD FASCIA BOARD. v 3x8 PT WOOD STRINGER TYPICAL DOCK EDGE PLAN DETAIL %7� SCALE: Y4"= 1'-0" _7 12" DIA. DOCK PILE. DECKING. 3x8 PT WOOD STRINGER 1 IPE WOOD FASCIA BOARD. "v (2) %" DIA S.S. THRU 6" BOLTS WITH WASHERS AT EACH END. 3x10 PT WOOD SUB -STRINGER TYPICAL DOCK EDGE DETAIL SCALE: %"= 11-0" -7 P.T.4"x12"x26" (2) 3/4" S.S. WEDGE BY HANGER SIMPSON FASTENERS BLOCK TYP. ANCHOR BOLTS INTO 11.25" CAP (6" EMB) Z - 'v 0o (2) 3/4" S.S. THROUGH BOLTS W/WASHER 1 3x10 TIMBER JOIST MARGINAL DOCK HANGER BLOCK DETAIL%9 SCALE: Y4"= F-0" U Gonzalez . Date: 2021.°5.24 ,, 12.01:43 44'00' Adolfo J J4Dlglta1fo 1 Gllyslgned by i 4Ad0onzalez GonzaIe' 09,`1:2021.05." 093112 -04'00' Adolfo Gonzalez Lic. No. 58620 PERMIT DRAWINGS Issue # Issue Date Q1 May 14, 2021 PROJECT: 20-10120 DOCK FRAMING PLAN AND DETAILS SCALE: AS SHOWN SHEET NO. S7 / A A I A 0 A I r-& e® At, .001% r TiVq:V\7 RF O AV BUILDING EN Reviewed m0imWWme RER - NATURAL RESOURCES DIVISION B R1%dda33140 PRELIMINARZY APPROVAL 06/14/20 NAME Jessica Lorenzo m o ANT: OCEAN DATE 05/17/2021 NEW 12" DIA. MARINE TREATED WOOD CONSULTING, LLC PILES, DRIVEN TO A 15 -TON MIN. BEARING 340 Minorca Avenue, Suite 7 CAPACITY. TO EXTEND 6' ABOVE DECK. Coral Gables, Florida 33134 NEW 3x 8, P.T. WOOD STRINGERS AT 16" O.C. NEW Y4x6 IPE HARDWOOD DECKING Tel: (305) 921-9344 Fax: (305) 677-3254 MAX, SECURED TO SUB -STRINGER USE S.S SECURED WITH (2) 3" LONG, #10 S.S. CONTRACTOR: HURRICANE STRAPS WITH 10d S.S. NAILS Cm.) DECK SCREWS AT EACH STRINGER VAR 2'-11" 2'-8" VAR 12' MAX MAX TOP OF NEW DOCK A ' EL. NAVD PROJECT ENGINEER: I ::• i :' :' ' •`" ADOLFO GONZALEZ P.E. NEW IPE HARDWOOD FASCIA (3 20050F� 45 Suite 502 MiarniLAYERS) �K\\� SECURED TO STRINGER Tel: (305) 415 8732 WITH S.S. DECK SCREWS. SEAL /SIGNATURE /DATE NEW BLOCK HANGERS SECURED TO Digitally signed by Adolfo J. CONCRETE SEAW�\\�� CONCRETE SEAWALL. IMPROVEMENTS O \�\� Adolfo J Gonzalez Adolfo Gonzalei",2:o,5, �4ee \\� S11 TO S-6. �p MHW LINE \��\ EL. +0.14' NAVD NEW 3x10, P.T. WOOD SUB- Adolfo J ?l Digitally signed by Adolfo J Gonzalez �\ STRINGER SECURED WITH (2) %"Date:2o21.os.r7 GonzalPZ-6-. DIA S.S. THROUGH BOLTS WITH ;,�7-"00' WASHERS AT EACH END. (TYP.)®MLW LINE z EL. -2.06' NAVD Adolfo Gonzalez Lic. No. 58620 PERMIT DRAWINGS / Issue # Issue Date QI May 14, 2021 • PROJECT: 20-10120 •� ••. ' ;•{", ' DOCK SECTION DOCK SECTION G SCALE: AS SHOWN SCALE: Y2"=11-0" _8 SHEET No. Q S-8 STRANDS -USE FOUR 7/16"(270K) LOW RELAXATION ASTM 416-87 UNCOATED PHP NOTE: 7 -WIRE STRANDS TENSIONED TO 2.33 KIPS EACH CONCRETE COMPRESIVE STRENGTH: 1 -POINT PICKUP -MAXIMUM L = 50' 3000 PSIQ RELEASE 2 -POINT PICKUP-MAXAIUM L = 62' 5000 PSI Q DRIVING SPIRAL TO BE ASTM A-82 TIGHT 5 GAUGE SPIRAL BARD -DRAWN WIRE 12 1/4" 2y PILE LENGTH =U CLEAR 020 L 0.60 L ` 0.20 L 2 -POINT PICKUP • • F/—� UGE SPIRAL 7/16" STRANDS 0.30 L 1 -POINT PICKUP I" CHAhffERED EDGES. 2" C 6 SP Q 3" S" SPACING (PYP.) 6 SP Q 3" 2" CL CONCRETE PILE DETAIL 10 SCALE: 1"=1'-0" _9 FIBROUS JOINT FILLER OR SBvULAR A, a NEW CONCRETE • . A a e SEAWALL CAP' P d - ti: NEW COLD CONCRETE CONTROL JOINTS. SPACED AT 50' O.C. ACROSS NEW SEAWALL CAP a A a EXISTING CONCRETE i ti I SEAWALL. _ RER - NATURAL RESOURCES DIVISION PRELIMINA!�Y-APPROVAL NAME Jessica Lorenzo DATE 05117h= COLD JOINT DETAIL 11 SCALE: Y4"= V-0" -9 A BUILDING EP E" N CLIEJf�iT: rvIIZi ) `^GATORAIuminumA Sheet Piling and ComponentsLiJ eRA1E W1FRI0.t3 B/fEAX41iaR4L 0VYT 12 OCEAN CONSULTING, LLC 340 Minorca Avenue, Suite 7 Coral Gables, Florida 33134 Tel: (305) 921-9344 Faa: (305) 677-3254 CONTRACTOR.- PROJECT ONTRACTOR PROJECT ENGINEER: ADOLFO GONZALEZ P.E. 2050 Coral Way Suite 502 Miami P133145 Tel: (305) 415 8732 SEAL/SIGNATURE/DATE i: signed by Adolfo J ,`,AdolfolJGonxaIu Gonza 1e, Date: 2021.0524 12:02:12-04'00' (; Digitally signed Adolfo J ',by Adolfo) F Golvalez Gonzalez - Date: 2021.05.17 &, 0931:42-04-W Adolfo Gonzalez Lic. No. 58620 PERAIHT DRAWINGS Issue # Issue Date QI May 14, 2021 PROJECT: 20-10120 CONCRETE PILE AND COLD JOINT DETAILS KALE: AS SHOWN iIIEET NO. S-9 r4ORTH MERIOVAN 11 z A YENUE G.4RVf1V i, 4'OAg9 AIVENVEPALAT s4pney 64�- os/mv YVIA"I OeACAI BAY SWORE G. OA 06' C4UNTV. FLCJR/pA Page 825 of 1357 I'L , F . 9,74 ;24.�--• - wt v P . .. ....... . This instrument was prepared by: Paul A. Levine, Esquire Levine & Partners, P.A. 3350 Mary Street Miami, FL 33133 Opinion of Title To: CITY OF MIAMI BEACH With the understanding that this Opinion of Title is furnished to CITY OF MIAMI, BEACH, as inducement for issuance of a permit covering the real property, or other land use approval hereinafter described, it is hereby certified that I have examined a Title Search Report ("TSR") issued by Chicago Title Insurance Company under Order Number: 9945415 covering the period of time from the beginning through October 4, 2021 at 8:00 a.m., of the following described property ("Property"): Lots 1 and 2, Block 2, Amended Plat of Garden Subdivision, according to the map or plat thereof, as recorded in Plat Book 31, Page(s) 9, of the Public Records of Miami -Dade County, Florida. Based only upon the TSR, I am of the opinion that on the last mentioned date, the fee simple title to the above-described real property was vested in: Elaine R. Levine, as Trustee of the Elaine R. Levine Living Trust u/t/d November 20, 2009, by virtue of Special Warranty Deed recorded 01/12/2015 in Official Records Book 29461, Page 1357. Subject to the following encumbrances: NONE GENERAL EXCEPTIONS: 1. Taxes and assessments for the year 2021 and subsequent years, which are not yet due and payable. 2. Any claim that any portion of the insured land is sovereign lands of the State of Florida, including submerged, filled or artificially exposed lands accreted to such land. 3. Restrictions, covenants, conditions, easements and other matters as contained on the Plat of Amended Plat of Garden Subdivision, recorded in Plat Book 31, Page 9, of the Public Records of Miami -Dade County, Florida. 4. The nature, extent or existence of riparian rights or littoral rights is not insured. 5. Rights of others to use the waters of any water body extending from the insured land onto other landisage 826 of 1357 I, the undersigned, further certify that I am an Attorney at Law duly admitted to practice in the State of Florida, and am a member in good standing of the Florida Bar: Respectfully submitted this 29th day of October, 2021. Levine & Partners, P.A. By: Pa4AL A. L Paul A. Levine, Esquire Levine & Partners, P.A. 3350 Mary Street Miami, FL 33133 (305)372-1350 ext. 128 Pau lievineC�levinelawfirm.com Florida Bar No.: 0091618 Page 827 of 1357 City of Miami Beach, 1700 Convention Center Drive, Miami Beach, Florida 331.39, www.miomibeochfl.goy PUBLIC WORKS DEPARMTENT Tel: 3.05.673-7080, Fax: 305-673-7028 FILE NO: .DATE: 1. NAME OF APPLICANT: Ms. Elaine Levine 2, APPLICANTS ADDRESS: 3333 Garden Ave, Miami Beach Florida 3. APPLICANT'S BUSINESS TELEPHONE- (305) 921-9344 RESIDENCE TELEPHONE: 44. ADDRESS AND LEGAL DESCRIPTION OF SUBJECT CITY PROPERTY: SUBMERGED LANDS ADJACENTTO-GARDEN SUB AMD SUB PB 31-910TS.1 & 2 BLK'2 LOT SIZE 139.700X158 5. ADDRESS AND LEGAL DESCRIPTION OF APPLICANT'S PROPERTY- ABUTTING SUBJECT CITY PROPERTY: GARDEN SUB AMD SUB PB 31-9 LOTS 1 & 2 BLK 2 LOT SIZE 139.700X158 6. HAS A PUBLIC HEARING BEEN HELD PREVIOUSLY REGARDING THIS REQUEST? YES NO x IF SO, WHEN: FILE NO. OF PREVIOUS REQUEST: 7. BRIEFLY STATE REQUEST EXPLAINING THE REASON/NEED FOR THE REVOCABLE PERMIT: Request for submerged lands use from City of Miami Beach for a waterfront improvements project permitted by City of Miami Beach Building Department under BR2105477. The Waterfront Improv pts Proiect proposes to'install a new aluminum sheet oiling toewali_ footer,.a new reinforced concrete seawall cap with new concrete batter piles, and a new 693.5 "square -foot wood dock supported by new wood dock piles. Miami -Dade County DERM has preliminarily approved this project under CLI -2021-0061, and determined that the submerged lands are owned by the City of Miami Beach. Therefore, an authorization for the use of submerged lands must be issued by the City. Page 1 of 3 Page 828 of 1357 8. DOES THE REQUEST INVOLVE THE PLACEMENT OF OBJECTS OR STRUCTURES ON THE SUBJECT PROPERTY? YES x NO IF SO,, BRIEFLY DESCRIBE THE OBJECTS/STRUCTURES: Installation of anew aluminum sheet piling toewall footer, a new reinforced concrete seawall cap with new concrete batter piles, and a new 693.5 square -foot wood dock supported by new wood dock piles. 9.. NAME OF CONTRACTOR: Southeast marine :Construction, Inc. ADDRESS: 1121 NW 51 st Court, Ft Lauderdale, FL 33309 BUSINESS TELEPHONE: 954630=2300 SEE THE ATTACHED LIST FOR ITEMSTO BE SUBMITTED WITHIHIS APPLICATION (SECTION 82-92, ITEMS 1 THROUGH 9). NO WORK SHOULD BE PERFORMED IN THE SUBJECT CITY PROPERTY UNTIL A REVOCABLE PERMIT APPROVED BY'THE CITY COMMISSION IS OBTAINED: IT IS THE RESPONSIBILITY OF THE OWNER AND/OR THE CONTRACTOR TO OBTAIN THE REQUIRED PERMITS AND INSPECTIONS FOR„ALL WORK;ON THE SUBJECT CITY PROPERTY. ALL WORK MUST COMPLY WITH THE APPLICABLE'CODES AND ORDINANCES. ALL DATA SUBMITTED IN CONNECTION WITH THIS APPLICATION BECOMES A.PERMANENT PART OF THE PUBLIC RECORDS. OF THE PUBLIC WORKS DEPARTMENT OF THE CITY. Page 2 of 3 Page 829 of 1357 FILE NO. THE SUBJECT PROPERTY IS AT THE FOLLOWING STREET ADDRESS: 3333 Garden Avenue It MIAMI BEACH, FL. INSTRUCTIONS: COMPLETE OWNER AFFIDAVIT OR CORPORATION AFFIDAVIT, AS APPLICABLE, ALSO, IF YOU ARE GIVING POWER OF ATTORNEY TO AN INDIVIDUAL TO REPRESENT YOU. ON THIS REQUEST, COMPLETE THE LAST AFFIDAVIT. OWNER AFFIDAVIT I, Ms, Elaine Levine, Trustee , being first,duly sworn, depose and say that I am the owner of the property described herein and which is the subject matter of the proposed hearing: that all the answers to the questions in this application and all supplemental data attached'to and made a part of the application are honest and true to the best of my knowledge and belief. _ _ _ _ _ SIGNATURE Sworn tQ and subscri d/} before, ;;Y"i•.. GRACE RUFIN / this r" day Of VI 2� ;�� Notary Public - State of Flora G� l: D ec�R;S DSL/! , ®/ Commission x HH 064287 NO FAR' to '*•..,or n My Comm..Exisirei Dec 27, 2024 0Cl /RL' f; V !`n S Bonded through National Notary Assn. 7 c,(SO/1;ol notJn `` i /r!e , Commission Expires: C� CORPORATION AFFIDAVIT. I, the President[Vice President, and Secretary/Asst. Se by the corporation to file this application :for public I supplemental data attached to and made a part of this that said corporation is the owner of the property desi being duly sworn, depose and say that we are stary of the.aforesaid corporation, and as such, have been authorized aring; that allanswers to the questions in said application and all )plication are honest and true to the best of our knowledge and belief; bed herein and which is the subject matter of the proposed hearing. PRESIDENT'S SIGNATURE (CORP. SEAL) ATTEST: SECRETARY'S SIGNATURE Sworn to and subscribed to before me this day of , 20 NOTARY PUBLIC Commission Expires: ,. .,�. *«., , , . , . **«, , . **.** #« .**fes * �t� «* **, .*�: ► , ,E# *«*:. *.. *,. **. .*.**. ..«.******_ OWNER/POWER OF ATTORNEY AFFIDAVIT I, Ms. Elaine Levine, Trustee , being duly sworn, depose and say that I am owner of the described real property and that I am aware of the nature and effect of the request for this revocable permit, relative to my property, which is hereby made by me or,l am hereby authorized Mr. Kirk Lotgren of Ocean Consulting, LLC to be my legal representative before the City Commission. A Swor ynd this �(CtAl A (s0AiZJ Page 3 of 3 ARTICLE Ill. -- USE OF PUBLIC PROPERTY DIVISION 2. - REVOCABLE PERMIT Sec. 82-91. - Definitions. The. following words, terms and phrases, when used in this division, shall have the meanings ascribed to them in this section, except where the, context clearly indicates a different. meaning: Property or city properly means any land, water (including, without limitation, the city's submerged lands), or air rights owned, or maintained by the city, or in which the city holds:an interest. Revocable'permit.means permission granted, in.writing, for.any use of property owned or maintained by the city, or in which the city holds an interest, by a person or entity; establishing conditions for such use; providing for revocation by the city; and establishing requirements for return of the property upon termi nation/revocation. (Ord. No. 93-2855, § 1(334), 6-30-93; Ord. No. 20.18-4220,.:§ 1:, 10-17-18) Cross-reference Definitions generally, § 1-2e Sec. 82-92. - Application requirements. Applicants for revocable permits shall submit the following application requirements prior to city commission consideration of the request: (1) A completed application obtained from the city's public works department, (2) A title binder or .title. commitment or attomey's .title opinion regarding title to the city, property and to the appl'icant's property abutting the city property, as required by the city attorney. (3) A statement explaining, the reason for the applicant's request. and showing the need for a revocable permit in connection with use of the applicant's property. (4) A topographic survey by a registered surveyor, showing existing conditions and a drawing done. to scale depicting the city property, and the improvements proposed by the applicant, and indicating the exact dimensions of the improvements and materials from which the improvements will be constructed (5) A map of the subject area showing the city property highlighted and indicating all properties within a 3757f6ot radius of the property. (6) A list (on gummed labels suitable for mailing) of names. and addresses of all- owners of land located within 375 feet of the exterior boundary. of the city property., and a list containing the legal description of land owned by each property. owner of land within the 375 -foot radius. (7) A 'certified letter stating that the, ownership list map and mailing labels are a complete and accurate representation of the.,property and owners of land within a 375 -foot radius of the city property, and- stating the source of the information., (8) A topographic survey of the. applicant's property by a registered surveyor. (9) A nonrefundable application fee and a mailing fee, in the amount specified in appendix A. Additionally, the applicant shall pay all costs of advertising connected with the request. For applications involving uses of city property :that have occurred or are on-going at the time of application the application fee shall be as specified in appendix A. (Ord. No. 93-2855, § 1.(33-2); 6-30=93; Ord. No. 95-2980, § 1(33-2), 3-15-95; Ord. No. -20.18- 42201 § 1, 10-17-18) Page 831 of 1357 Sec. 82-93. - Procedures forcity commission consideration of the request. (a) Upon receipt of a completed application for a revocable permit under the provisions of section 82,92 or'section, 82-97 (for permit applications for seawalls that encroach into the city's submerged lands by more than four ,feet),. the'city's public works department shall set a date for a public hearing on the request. (b) For public hearings on applications subject to. section 82=92 'and section 82-97(a)(5), the city shall :provide mail notice of the. public hearing, at least 15 days prior to the hearing to owners of land lying wlthin 375 feet of the applicant's :property. The notice shall indicate the date,. tune and place of the hearing and the nature of the request and shall invite written comments and/or participation at the hearing. (c) The public. works. department shall prepare the, appropriate resolution granting the revocable permit for consideration by the city commission and, if the permit is approved.; shall thereafter prepare and issue the proposed revocable permit. (d) The city administration shall review the request and, prepare °a recommendation based, upon the. factors set forth in section 82=94, which report shall be transmitted to the city commission prior'to-the public hearing on the matter. (e) Atfthe close of the public hearing, the city commission may grant or deny the request, In .so doing the commission may modify the proposed revocable permit. (f) If the request is denied, "no. application may be. made based upon the same request for a period of six months from the date of the denial. (g) The applicant may withdraw the request: at, any time prior to the public hearing, If the request is withdrawn prior to. expenditure of costs for advertising and mail notice, the mailing fee and' advertising costs specified in section 82-92 or section '82-97;. as .applicable,, shall be refunded to the; applicant., if a. request is, withdrawn or deferred at the applicant's request after the expenditure of costs for the. advertising and mailed notices,, these costs will not be refunded and an additional Mailing. fee ,,and advertising .fee shall ' be assessed prior to rescheduling of ;the hearing., When a request is deferred at the city's request,. no additional fee shall be. assessed. (Ord. No. 93-2855, § 1(3M),1&-'30-53;- Ord. No. 201842-20,§ 1, 10-17-18) Sec. 82-94. - Criteria for granting/denying revocable permits. (a) Revocable permits shall be granted ordenied based upon existence of the following .criteria: (1) That the applicant's need is substantial: (2) That the applicant holds title to the -abutting- property. (3) That the proposed improvements comply with applicable- codes, ordinances, .regulations, neighborhood plans and laws. (4) 'That the grant of such pe_rmit.will have no adverse effect on governmental/utility easements and uses on the city property. (5) That the grant of the revocable permit will enhance the neighborhood and/or community with such amenities as, for example, but without limiting the foregoing,, enhanced landscaping, improved drainage, improved lighting, improved security, and/or public benefits proffered by the applicant. (6) That granting the .revocable permit "requested will not confer on the applicant any special privilege that. is denied. by this article .to other owner of land, structures or buildings subject to similar conditions located in. the same zoning district. Page 832 of 1357 (7)' That granting the revocable permit will be in harmony"with the general intent and purpose of this article, .and that such revocable permit will not be injurious to surrounding properties; the neighborhood, or otherwise detrimental to, the public welfare. In order to grant a revocable permit, the city commission must make an affirmative finding with respect to each of the criteria set forth above,. These findings -may be made by one motion addressed to all findings or; at the request any member of the commission, a finding or findings shall be considered separately. The revocable permit application shall be considered as a whole unless any member of the 'city commission shall request that the application be considered in parts, in which event the application shall be, considered in such I parts as requested. In light:of the particular circumstances involved with each separate revocable permit request; the grant of,any revocable permit shall not constitute or be deemed a precedent for the grant of any other revocable permit. (b) In addition, to the, criteria, in section 82-94(a), above, revocable permits_ for seawalls under, section, 82-97, shall require. compliance with:the following additional criteria: (1) The seawall location may not,, in any circumstance, be built.at a location that would interfere with 'navigability. Should the proposed seawall interfere with navigability of the city's property (i.e., in this 'case, of the canal),'.then the -go plicant will be required., at its sole cost and expense, to dredge and replace the existing seawall. (2) The city shall execute a perpetual easement in favor ,of the. applicant, in a form reasonably acceptable to the. city attorney, for as long as there 'is an encroachment into the_ city's submerged land,. The I easement: will allow the applicant to use the city's land by filling in , the submerged lands; and obtaining, access to the canal. (3) The applicant shall .be solely responsible for maintaining the seawall. 0) General liability coverage of not less than $1,000,000.00, is required ;by the applicant. It shall include the City of Miami Beach as an additional - insured, and. shall contain a waiver of subrogation endorsement. All of the applicant/permittee's. certificates shall contain endorsements.. providing, that written notice shallbe given to the city at least 30 days prior to termination, cancellation' or reduction in coverage in the policy. (5) The applicant. shall indemnify and hold the city harmless for applicant's use of the city property covered .by the revocable permit. (Ord. No. 93-2855.,, § 1(33-4), 6-30-93; Ord. No. 95-3028; §.1(33-4), 12-20-05; Ord. No. 2018- 4220, § 1, 1.0-17=18) Sec, 82-95. - Conditions, termination/revocation-of revocable permits. (a) Each revocable permit shall state, conditions for its, issuance, including, but not limited to, (1) Use the permittee shall be permitted to make of the city property; (2) The.nature of the improvements permitted on the city property; (3) Requirements for maintenance of the city property by the permittee;. (4) Requirements for 'indemnification of the city by the permittee and insurance as, approved by the city's risk,manager, including submission annually of, proof of such insurance; (5) Requirements for condition of the city property when it is returned. to the, city upon termination, or revocation of the revocable permit; (6) Nonassignability of the permit;. (7) City and or its authorized representatives' right of entry on the city: property, to repair utilities within any city easement, to inspect the property to assure that it, is being used -and maintained in accordance with the permit, or to remove unauthorized improvements. Page 833 of 1357 (b) Asa further'condition of holding a revocable permit, the permittee. shall pay an annual permit fee, as specified in appendix A. The fee shall be due on October 1 of each year and shall be prorated on a monthly basis- for permits granted at other times during a permit year. The fee shall be collected by the public works department or by such other department as may be designated.by the city manager. Notice of the amount due and instructions for payment shall be. provided to permittees at least_ 60 days prior to October 1 of each year. The. permit fee shall be applicable to existing `and future permits. If the permit -is revoked or otherwise terminated prior to expiration of the year for which the annual permit fee was paid,,,a prorated portion of the fee -will be refunded to the permittee. (e) Unless otherwise stated in the revocable. permit; the permit shall terminate after the expiration of 20 years,, unless surrendered or revoked at an earlier date. (d). All revocable permits, shall be revocable at the sole .discretion of. the city 'commission; which revocation may, be without cause, and for convenience, upon 2teh days' prior written notice to the permittee. (e) The public works department, or other department as maybe designated by the city, manager, shall .notify permittee of any violations of --the permit. Any violations remaining uncorrected after ten days. from receipt of such notice shall be reported to the city manager and the city commission. (f) Revocation shall be by -resolution of the city commission. No public, hearing shall be required;. however, the permittee shall be heard upon request prior to a commission vote, on the resolution. (g) When a revocable permit is. granted, the permittee shall _be responsible solely for recording the permit in the public records.of the Miami -Dade County and shall provide a copy of the -recorded .,permit to the city clerk and the city's public woft.department,within 30 days of the city commission's decision to grant the permit. Failure of the permittee to record a permit shall. be cause for immediate revocation of the permit. (Ord. No. 93:-2855, § 1(33-5),,&,-30!-93; Ord. No. 95.-3022,. § 1;(33-5), 12-6795,: Ord.. No. 2018- 4220, §:1, 10.17-18) Page 834 of 1357 APPENDIX. - FEE SCHEDULE FEE SCHEDULE Pursuant to section 1-15 of this Code, this appendix includes .all fees and charges established by the city commission that are referred 'to in the indicated sections of the Code of Ordinances. Certain specified fees and charges, as 'Identified herein, shall be subject to annual adjustment by the city manager, pursuant to the provisions of section 1-15 and this Appendix "A". Aachedule of all current city fees and charges asset forth in Appendix "A" shall be maintained on the -city's. website. Page 835 of 1357 Annual Adjustment Section of Description Amount (Sales tax or (References shown this Code other taxes may apply) are defined at the end of this Appendix A) Division 2. Revocable Perrhit s2-929 .Application fee 1,029.00 [A] Mailing fee, per address within-, 375 0.52 [B.] feet of subject propeqy Involving use of citjr.property, $,087.00 [A] Page 835 of 1357 �\ VIA ELECTRONIC SUBMITTAL BERcow RADELL FERNANDEZ LARKIN + October 29, 2021 TAPANES ZOMNG, L -ND USE M= F�VP%AMWAL LAW yr Otniel Rodriguez, E.I. 2005. Biscayne Boulevard Right of Way Manager, Public Works Department Suite 300, Miami, FL 33131 City of Miami Beach www.brzoninglaw.com 1700 Convention Center Drive 305.377.6234 office Miami Beach, Florida 33139 305.377.6222 fax RE: RWP0721-7709 - Letter of Intent - Revocable Permit Request for Seawall Repair for 3333 Garden Avenue, Miami Beach, Florida 33140 Dear Mr. Rodriguez: This law firm represents the Elaine R. Levine Living Trust (the "Applicant") the owner of the property located at 3333 Garden Avenue (the "Property") with respect to its application for a revocable permit for encroachment of a seawall on City of Miami Beach ("City') submerged lands pursuant to Section 82-97 of the City Code (the "Code"). Please consider this the Applicant's letter of intent in support of a request for a revocable permit for encroachment of a seawall on City -owned submerged lands. Property Description. The property is located at the southeast corner of the intersection of Garden Avenue and West 34 Street in the City and identified by Miami -Dade County Folio No. 02-3227-015-0080. The Property is a waterfront lot improved with a single-family home constructed in 1934 and approximately 160 -foot long seawall along its southern boundary. Request. The Applicant seeks a revocable permit pursuant to Section 82-94 and 82-97 of the Code to permit a seawall encroachment into City -owned submerged lands greater than 4'. The purpose of this revocable permit is to permit the Applicant to repair and fortify the existing seawall, which improves the resilience of the Property and the surrounding neighborhood in which it is located. Notably, the existing sea wall encroaches upon City - owned submerged lands by approximately 4'3". The proposed repair and fortification of the existing seawall will result in a maximum total encroachment of approximately 5'-7". Page 836 of 1357 Otniel Rodriguez October 29, 2021 Page 2 Analysis. The request satisfies the criteria set forth in Section 82-94 of the Code as follows: 1) The Applicant's need is substantial. The Applicant's need is substantial based on the City's requirement to elevate existing seawalls, the configuration of the existing seawall, and the negative impacts caused by any alternative that would not require a revocable permit. In 2016 the City adopted Resolution 2016-29454, which requires property owners to increase the minimum height of existing seawalls to 4.0' NAVD. In addition, existing seawalls must be able to accommodate future extension to a height of 5.7' NAVD. In recognition of the challenge property owners face with respect to repairs of existing seawalls required to meet the new seawall height requirements, the City adopted Resolution 2018-4220, which permits property owners to seek revocable permits for seawalls that encroach more than 4' into City -owned submerged lands. Importantly, due to the existing configuration of the Property, the existing seawall encroaches into City -owned submerged lands by approximately 4'-3". Consequently, any work to this seawall would either require a revocable permit, or require intrusive work to the shoreline to remove the existing seawall, excavate the shoreline, and replace with a seawall that encroaches less than 4' into City -owned submerged lands. In evaluating whether to repair and fortify the existing seawall or replace the existing seawall, the Applicant considered the following factors: • Environmental Damage: As documented in the attached Environmental and Structural Assessment, the environmental impacts of replacing the existing seawall far outweigh the impacts of repairing and fortifying the existing seawall. See Exhibit A, Environmental and Structural Assessment. Replacement of the existing seawall would entail impactful excavation of the shoreline and use of heavy marine equipment that would deplete biological and marine resources in the immediate vicinity of the Property. Further, the turbidity created by excavation of the shoreline and demolition would likely impact a wider area, with the potential to smother native sea grasses, and negatively impact other marine flora and fauna down -current from the Property. • Damage to Neighbors. Removal of the seawall would create a substantial risk of damage to the seawall belonging to neighboring property owners. Notably, Bercow Radell Fernandez Larkin & Tapanes 1305.377.6234 f Page 837 0 Ct 1 330 377.6222 fax I NRodriguez@brzoninglaw.com Otniel Rodriguez October 29, 2021 Page 3 the neighboring property to the west identified by Folio No. 02-3227-015-0071 is owned by the City and is fortified with a seawall. Similarly, the neighboring property to the west is fortified with a seawall. Demolition of the existing seawall and the required excavation work to install the replacement seawall creates a risk of destabilizing the neighboring seawalls. In this particular instance, destabilization of the City -owned seawall at the Garden Avenue street -end would create a substantial risk of flooding in a public right of way, while destabilization of the neighboring seawall to the west threatens the neighboring property. • Cost. In addition to the environmental impacts, potential structural damage to public and private property, the cost of replacement of the existing seawall far exceeds the costs of repair and fortification with no discernable additional benefit. The estimated cost of a full seawall replacement is approximately $240,000.00 compared to $95,850.00 for repair and fortification. In light of the unavoidable environmental harm, substantial risk of property damage, and unjustified additional cost associated with a full replacement of the existing seawall, the Applicant's need for a revocable permit is substantial. 2) The Applicant holds title to an abutting property. According to the Opinion of Title prepared by Paul A. Levine, Esq. dated October 29, 2021, the Applicant holds title to the Property, which abuts the submerged lands upon which this revocable permit seeks to encroach. See Exhibit B, Opinion of Title. 3) The proposed improvements will comply with applicable codes, ordinances, regulations, neighborhood plans and laws. The proposed improvements comply with all applicable codes, ordinances, regulations, neighborhood plans, and laws. Specifically, the Applicant has already obtained approval from the Florida Department of Environmental Protection and the United States Army Corps of Engineers for the proposed improvements to the existing seawall. Further, through Building Permit Number BR2105477, the City has reviewed and approved the proposed improvements to the existing sea wall. Bercow Radell Fernandez Larkin & Tapanes 1305.377.6234 Page 838 Of Ct 1357 377.6222 fax I NRodriguez@brzoninglaw.com Otniel Rodriguez October 29, 2021 Page 4 4) The grant of the application will have no adverse effect on governmental/utility easements and uses on the property. The grant of the revocable permit will have no adverse impact on governmental or utility easements and uses on the Property. To the contrary, replacement of the existing seawall in a position that does not require a revocable permit would negatively impact the City -owned property to the west of the Property, and could impact various public utilities commonly associated with public street -ends. 5) That the grant of the revocable permit will enhance the neighborhood and/or community by such amenities as, for example, enhanced landscaping, improved drainage, improved lighting, and improved security. The grant of the revocable permit allows for the Applicant to install a repaired and significantly more resilient seawall. The higher seawall protects the Property, as well as the surrounding neighborhood from harmful flood impacts associated with extreme weather events, as well as nuisance flooding caused by rising sea levels. Grant of the revocable permit also mitigates environmental impacts caused by marine construction, which serves to preserve marine life in the adjacent waters of Biscayne Bay. Thus, the grant of the revocable permit enhances the neighborhood and community by improving resilience and mitigating harmful environmental impacts. 6) That granting the revocable permit requested will not confer on the applicant any special privilege that is denied by this article to other owner of land, structures or buildings subject to similar conditions located in the same zoning district. The grant of the requested revocable permit does not confer any special privileges upon the Applicant not shared by similarly situated property owners in the same zoning district. The City expressly recognized the need of similarly situated property owners with existing sea walls that encroach into City -owned submerged lands to seek revocable permits by adopting Resolution 2018-4220. Indeed, on at least one previous occasion, the City granted a revocable permit request for the property located at 544 Lakeview Court, which is within a similar residential single-family zoning district as the Property. See Exhibit C, 544 Lakeview Court Resolution. 7) That granting the revocable permit will. be in harmony with the general intent and purpose of this article, and that such revocable permit will not be injurious to surrounding properties, the neighborhood, or otherwise detrimental to the public welfare. Bercow Radell Fernandez Larkin & Tapanes 1305.377.6234 Page 839 Of 133 377.6222 fax I NRodriguez@brzoninglaw.com Otniel Rodriguez October 29, 2021 Page 5 The specific purpose of Resolution 2018-4220 was to allow owners of property with existing sea walls that encroach into City submerged lands, such as the Applicant, to seek a revocable permit. Such revocable permits mitigate environmental damage caused by intrusive marine construction, avoid damage to neighboring properties, improve resilience of properties and their surrounding neighborhoods, and are cost-efficient for the residents of the City. Denial of such a request for a revocable permit would be a detriment to the public welfare. Accordingly, the requested revocable permit is in harmony with the general intent and purpose of the Code. Conclusion. The Applicant's proposed seawall repair and fortification is necessary to protect the Property and the surrounding neighborhood from storm and sea level rise induced flooding. A complete replacement of the seawall is unnecessary, particularly in light of the environmental and property damage that is likely to be associated with such intrusive marine construction. We therefore respectfully request your recommendation of approval for the requested revocable permit. Sincerely, Nicholas Rodriguez Attachment cc: Matthew Amster, Esq. Alan Levine, Esq. Kirk Lofgren Bercow Radell Fernandez Larkin & Tapanes 1305.377.6234 age 840 Of 1357 5.377.6222 fax NRodriguez@brzoninglaw.com Exhibit A 3333 GARDEN AVENUE WATERFRONT IMPROVEMENTS PROJECT 3333 GARDEN AVENUE CITY OF MIAMI BEACH ENVIRONMENTAL & STRUCTURAL IMPACT REVIEW OCTOBER 2021 The 3333 Garden Avenue Waterfront Improvements Project proposes waterfront improvements along the property's riparian shoreline. The site is located on a canal, south of Lake Surprise in the City of Miami Beach, and is tidally connected to the larger Biscayne Bay ("Project"). Along the shoreline fronting the canal, the existing concrete seawall was previously constructed waterward of the 3333 property line, and is currently built, and encroaching upon, City -owned submerged lands/property. The primary focus of this summary is to evaluate the potential for environmental and structural impacts to the canal, and the neighboring two adjacent properties, if the City of Miami Beach were to require complete removal, excavation, and relocation of the existing seawall back to the property line at the site. Currently, the Project proposes the following activities to safely provide access to the shoreline, and to meet City requirements for seawall improvements (height and strength): 1. Replacement of the existing seawall by the installation of a new concrete seawall panel, concrete batter piles, concrete king piles, and the forming and pouring of a new concrete seawall cap that does not require complete removal of the existing seawall. 2. Installation of a new wood dock with (4) new mooring piles. The focus of this summary is primarily on the proposed seawall improvements. Environmental Impact — The canal south of Lake Surprise is located in close proximity, and is tidally connected to, Biscayne Bay / Biscayne Bay Aquatic Preserve. Given its proximity, it is not unusual for seagrass communities to grow within the Lake Surprise water environment. These seagrass communities primarily consist of Halophila decipiens (Paddle Grass) and Halodule wrightii (Shoal Grass), among other types. Typically found in similar water environments such as Lake Surprise would also be macroalgae, sponges, and_ limited coral coverage. Removal of the existing seawall would compromise these marine resource communities, both directly and indirectly. If the City of Miami Beach were to require removal of the existing concrete seawall at the property, excavation of the soil/spoil material back to the property line, and re -installation of a new seawall, most of the marine resources within a 15-30 foot footprint of the construction work would be lost due to direct impact from seawall removal activities (e.g. excavation and heavy demolition work, disturbance of submerged lands, poor water quality, smothering). There is a high likelihood of further habitat loss and water quality degradation from secondary, indirect impacts by shading and loss of sunlight from turbid water generated during excavation to remove the spoil behind the existing seawall. This Page 841 of 1357 3333 Garden Avenue — Environmental & Structural Impact Review October 2021 Page 2 turbid water is notoriously difficult to control and would impact a larger area within the canal fronting the property as well as Lake Surprise. As a result of these potential direct and indirect impacts to marine resources, complete seawall removal and " relocation is not recommended. Typical practice for seawall replacement work is installation of new seawalls immediately waterward of existing. Structural Impact — In addition to marine resource impacts, there is the significant potential for structural damage to neighboring seawalls resulting from complete demolition of the existing seawall at the Project site. Currently, on both sides of the property, the existing seawalls abut each other. If there was going to be complete removal, the adjacent seawalls would need to be monitored for cracking and destabilizing movement from 3333 seawall demolition. The resulting cracks and impacts to the neighboring properties would likely require significant repairs, if not replacement of segments of each, to avoid future failure. Removal of the existing 3333 seawall and relocation landward would also result in a significant gap between property shorelines. This gap would require perpendicular seawall connections to shore up and seal the edges, resulting in additional costs associated with the original seawall removal project. Conclusions Based upon the above findings, Ocean Consulting recommends a seawall replacement project that does not require complete seawall removal, excavation, and placement landward. Marine resources and water quality will be protected, and the structural integrity of neighboring seawalls will be maintained. Page 842 of 1357 Exhibit B This instrument was prepared by: Paul A. Levine, Esquire Levine & Partners, P.A. 3350 Mary Street Miami, FL 33133 Opinion of Title To: CITY OF MIAMI BEACH With the understanding that this Opinion of Title is furnished to CITY OF MIAMI, BEACH, as inducement for issuance of a permit covering the real property, or other land use approval hereinafter described, it is hereby certified that I have examined a Title Search Report ("TSR") issued by Chicago Title Insurance Company under Order Number: 9945415 covering the period of time from the beginning through October 4, 2021 at 8:00 a.m., of the following described property ("Property"): Lots 1 and 2, Block 2, Amended Plat of Garden Subdivision, according to the map or plat thereof, as recorded in Plat Book 31, Page(s) 9, of the Public Records of Miami -Dade County, Florida. Based only upon the TSR, I am of the opinion that on the last mentioned date, the fee simple title to the above-described real property was vested in: Elaine R. Levine, as Trustee of the Elaine R. Levine Living Trust u/t/d November 20, 2009, by virtue of Special Warranty Deed recorded 01/12/2015 in Official Records Book 29461, Page 1357. Subject to the following encumbrances: NONE GENERAL EXCEPTIONS: 1. Taxes and assessments for the year 2021 and subsequent years, which are not yet due and payable. 2. Any claim that any portion of the insured land is sovereign lands of the State of Florida, including submerged, filled or artificially exposed lands accreted to such land. 3. Restrictions, covenants, conditions, easements and other matters as contained on the Plat of Amended Plat of Garden Subdivision, recorded in Plat Book 31, Page 9, of the Public Records of Miami -Dade County, Florida. 4. The nature, extent or existence of riparian rights or littoral rights is not insured. 5. Rights of others to use the waters of any water body extending from the insured land onto other landisage 843 of 1357 I, the undersigned, further certify that I am an Attorney at Law duly admitted to practice in the State of Florida, and am a member in good standing of the Florida Bar: Respectfully submitted this 29th day of October, 2021. Levine & Partners, P.A. By: Pa" A. Paul A. Levine, Esquire Levine & Partners, P.A. 3350 Mary Street Miami, FL 33133 (305)372-1350 ext. 128 paullevine(aD,levinelawfirm.com Florida Bar No.: 0091618 Page 844 of 1357 Exhibit C RESOLUTION NO. 2020-31455 A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, FOLLOWING A DULY NOTICED PUBLIC HEARING, AS REQUIRED PURSUANT TO CITY CODE SECTION 82-93(B), FINDING THAT THE.CRITERIA SET FORTH IN SECTION 82-94 OF THE CITY CODE HAS BEEN SATISFIED, AND APPROVING A REVOCABLE PERMIT REQUEST BY 544 LAKEVIEW COURT IRREVOCABLE TRUST (THE "APPLICANT") FOR THE RESIDENTIAL PROPERTY LOCATED AT 544 LAKEVIEW COURT, MIAMI BEACH (THE "PROPERTY") TO ALLOW FOR SEAWALL REPAIR AND REINFORCEMENT WITH SUCH SEAWALL APPROXIMATELY THREE (3) FEET WIDE AND APPROXIMATELY 209 FEET IN LENGTH, AND CURRENTLY ENCROACHING FIVE (5) FEET NINE (9) INCHES (AT ITS MAXIMUM DIMENSION) INTO CITY SUBMERGED LANDS; AND WITH THE PROPOSED REPAIR OF THE SEAWALL FURTHER ENCROACHING INTO CITY SUBMERGED LANDS TO A MAXIMUM DIMENSION OF NINE (9) FEET TWO (2) INCHES, FOR A TOTAL OF 1,599 SQUARE FEET; FURTHER AUTHORIZING THE MAYOR AND THE CITY CLERK TO EXECUTE THE REVOCABLE PERMIT. WHEREAS, 544 Lakeview Court Irrevocable Trust (the Applicant) is requesting the approval of a revocable permit for the residence located at 544 Lakeview Court ("the Property'), to allow for a seawall repair and reinforcement; and WHEREAS, the existing seawall is approximately three (3) feet wide and approximately 209 feet in length; and WHEREAS, the existing seawall currently encroaches five (5) feet nine (9) inches (at its maximum dimension) into City submerged lands; and WHEREAS, the proposed repair of the existing seawall will further encroach on to City submerged lands to a maximum dimension of nine (9) feet two (2) inches, for a total of 1,599 square feet; and WHEREAS, the proposed seawall will be constructed to a height of 5.7 feet NAVD; and WHEREAS, on October 17, 2018, the City Commission adopted Ordinance No. 2018- 4220 which allows for the construction of new seawalls to encroach on City submerged lands and provides for a cost efficient manner for such construction; and WHEREAS, the Applicant has demonstrated that the alternative to the proposed repair and reinforce, which contemplates the issuance of a Revocable Permit, will cost an excess of four times the amount of the repair/reinforcement contemplated and herein; and WHEREAS, pursuant to Section 82-93(a) of the City Code, notices for the required public hearing were mailed to owners of land lying within 375 feet of the existing permit area, at least 15 days prior to the public hearing; and WHEREAS, pursuant to Section 82-94 of the City Code, the City Commission shall review the Revocable Permit request, and determine whether the request shall be granted or denied, following the public hearing; and Page 845 of 1357 WHEREAS, the Public Works Department has analyzed the criteria contained in Code Section 82-94; a summary of the Public Works Department's review and recommendation to grant the Revocable Permit request is set forth in the Commission Memorandum accompanying this Resolution, which Memorandum is incorporated by reference herein. NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, that the Mayor and City Commission, following a duly noticed public hearing, as required pursuant to City Code Section 82-93(b), finding that the criteria set forth in Section 82-94 of the City Code has been satisfied, and approving a Revocable Permit request by 544 Lakeview Court Irrevocable Trust (the "Applicant") for the residential property located at 544 Lakeview Court, Miami Beach (the "Property") to allow for seawall repair and reinforcement with such seawall approximately three (3) feet wide and approximately 209 feet in length, and currently encroaching five (5) feet nine (9) inches (at its maximum dimension) into City submerged lands; and with the proposed repair of the seawall further encroaching into City submerged lands to a maximum dimension of nine (9) feet two (2) inches, for a total of 1,599 square feet; further authorizing the Mayor and the City Clerk to execute the Revocable Permit. PASSED and ADOPTED this day of 0Gh10e{ , 2020. DAN GELBER, MAYOR ER AT ED) ATTEST: RAFAEL E."ORANADO, CITY CLERK Page 846 of 1357 APPROVED AS TO FORM & LANGUAGE & FOR E (6 l�Z EXECUTION 1— (� � City Attomey Date MIAMI BEACH COMMISSION MEMORANDUM TO: Honorable Mayor and Members of the City Commission FROM: Jimmy L. Morales, City Manager DATE: October 14, 2020 9:05 a.m. Public Hearing SUBJECT:A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, FOLLOWING A DULY NOTICED PUBLIC HEARING, AS REQUIRED PURSUANT TO CITY CODE SECTION 82-93(B), FINDING THAT THE CRITERIA SET FORTH IN SECTION 82-94 OF THE CITY CODE HAS BEEN SATISFIED, AND APPROVING A REVOCABLE PERMIT REQUEST BY 544 LAKEVIEW COURT IRREVOCABLE TRUST (THE "APPLICANT") FOR THE RESIDENTIAL PROPERTY LOCATED AT 544 LAKEVIEW COURT, MIAMI BEACH (THE "PROPERTY") TO ALLOW FOR SEAWALL REPAIR AND REINFORCEMENT WITH SUCH SEAWALL APPROXIMATELY THREE (3) FEET WIDE AND APPROXIMATELY 209 FEET IN LENGTH, AND CURRENTLY ENCROACHING FIVE (5) FEET NINE (9) INCHES (AT ITS MAXIMUM DIMENSION) INTO CITY SUBMERGED LANDS; AND WITH THE PROPOSED REPAIR OF THE SEAWALL FURTHER ENCROACHING INTO CITY SUBMERGED LANDS TO A MAXIMUM DIMENSION OF NINE (9) FEET TWO (2) INCHES, FOR A TOTAL OF 1,599 SQUARE FEET; FURTHER AUTHORIZING THE MAYOR AND THE CITY CLERK TO EXECUTE THE REVOCABLE PERMIT. RECOMMENDATION The Administration recommends approving the Resolution. _BACKGROUND/1-11610RY 544 Lakeview Court Irrevocable Trust (the Applicant) is requesting the approval of a revocable permit for the residence located at 544 Lakeview Court ("the Property'), to allow for the seawall repair/reinforcement behind the Property. The existing seawall is approximately three (3) feet wide and approximately 209 feet in length. The seawall currently encroaches 5 feet 9 inches onto City owned submerged lands at its maximum dimension. The proposed repair of the existing seawall which will expand the encroachment to a maximum dimension of nine (9) feet two (2) inches; for a total area of 1,599 square feet. Resolution No. 2016-29454 was adopted by the City Commission on June 8, 2016, and amended the Citys Stormwater Management Master Plan to incorporate modifications to the standards for construction, including a minimum required seawall height. Section 9.2.5 ("Seawall Heights") was modified as follows: "All new seawalls on private construction and all Page 714 of 1576 Page 847 of 1357 seawalls constructed on public projects shall have a minimum elevation of 5.7 feet, NAVD, however, on existing private seawalls that are being replaced/repaired not associated with new building construction, a minimum 4.0 feet NAVD elevation shall apply with the structural design to accommodate a seawall height extension to a minimum 5.7 NAVD." On October 17, 2018, the City Commission adopted Ordinance No. 2018-4220 on October 17, 2018, which allows for the construction of new seawalls to encroach on City submerged lands and provides for a cost-efficient manner for such construction. New seawalls that encroach no more than four (4.0) feet into the submerged lands do not require a Revocable Permit. At its September 16, 2020 meeting, Public Works staff explained the Applicant's need for the seawall repair, which entailed repairing and fortifying a seawall already encroaching into City land. During the public hearing, it was also stated by Public Works staff that this would be the first Revocable Permit request of its kind. Historically, the Public Works procedure for any seawall encroaching greater than four (4) feet into City submerged land, was to have it removed, and rebuild it on private property. In this case, the Applicant has proposed to not remove the seawall, as it would be environmentally damaging. Instead, the Applicant proposed to repair the seawall and rebuild it. This will of course, result into a further encroachment into the. City submerged lands. The Revocable Permit request was deferred to the next Commission meeting (October 14th), so there could be more time to review the request. Subsequent to the Commission meeting, staff has met with the Applicant's representative and engineer. The engineer has provided an Environmental and Structural Impact Review A cost analysis has also been provided that substantiates that the alternative of removing and reconstructing a new seawall would be in excess of four times the amount of the proposed repair. The repair has already received approval from the Florida DEP and the U.S. Army Corps of Engineers. ANALYSIS The Applicants need is substantial to minimize potential environmental and neighboring property impacts associated with the removal of the existing wall and construction of a new wall within the private property. Pursuant to Section 82-93(a) of the City Code, notices of the public hearing have been mailed to owners of land lying within 375 feet of the existing permit area at least 15 days prior to the public hearing. Public Works has analyzed the criteria contained in Section 82-94. Additionally, pursuant to Section 82-94, of the City Code, the City Commission shall review the Revocable Permit request and determine whether the request shall be granted or denied based upon the following criteria: • That the Applicants need is substantial. The City implemented new regulations for seawalls to address sea level rise, which required property owners to increase the minimum height of their existing seawalls from 3.2 ft. NAVD, to a minimum height of 4.0 ft. NAVD. The new regulations require that the Applicant demonstrate that the existing seawall can accommodate an additional load Page 715 of 1576 Page 848 of 1357 to increase the height of the seawall in the future up to 5.7 ft. NAVD. In order for the Applicant to comply with the City's new regulations, only two options are. available: (1) to remove the existing seawall and construct an entirely new seawall which can comply with the new height and load requirements; or (2) add additional support and reinforcement to the existing seawall to increase the height to the new minimum and demonstrate the ability to accommodate the load requirements of the additional height. When reviewing and analyang these options, the Applicant identified significant risks if it were to remove and construct a new seawall: • Significant environmental impacts - Removal of the existing seawall, and excavation landward of the existing seawall back to the Property line, has the potential for environmental impact. The impact is caused by the significant turbid water condition that clouds and/or smothers seagrass communities and other marine resources of significance such as corals, sponges, and tunicates within the vicinity of the project footprint during demolition, removal, and reconstruction. This potential for loss of soil and sedimentation of the bay bottom/Surprise Lake is significant and would result in habitat loss. Further, since the seawall is currently at an elevation of 1.88 ft. NAVD, over -topping from high tides and waves is a common occurrence which is currently destabilizing the property shoreline, and creating erosion and sedimentation. - Potential impacts to neighboring properties - If the existing seawall were to be demolished, the demolition could potentially damage the neighboring seawall, and could de -stabilize the neighboring property and shoreline, creating additional environmental impact/risk from the potential for seawall failures and/or soil loss through gaps or leaks. The impact to neighboring properties can be mitigated through the use of return walls and shoring to prevent soil loss and sedimentation into the bay/Surprise Lake (but the risk of damage by removing the existing seawall is significant and should be avoided given the practical alternatives of reinforcement of the existing seawall rather than removal). • The Applicant holds title to the abutting property. The property is the Applicant for the Revocable Permit and holds title to the Property. • The proposed improvements comply with applicable codes, ordinances, regulations, neighborhood plans and laws. The proposed seawall complies with all applicable codes, ordinances, regulations, neighborhood plans and laws. • The grant of such permit application will have no adverse effect on governmental/utility easements and uses on the property. The encroachment does not impact or interfere with navigability, or the Citys use of the submerged lands. Moreover, there are no easements in this location. • The grant of the Revocable Permit will enhance the neighborhood and/or community by such amenities as, for example, but without limiting the foreground, enhanced Page 716 of 1576 Page 849 of 1357 landscaping, improved drainage, improved lighting, improved security and/or public benefits proffered by the Applicant. The City has recognized significant impacts as a result of sea level rise, and modified the City's seawall requirements to address these concerns. If this improvement is not made, the shoreline will continue to be impacted by higher tide levels, and the damage resulting from wave and water over -topping on to the homeowner's and City -owned property. Without the requested improvements, the existing seawall will fail, resulting in significant water quality and environmental impacts. As such, these improvements enhance the community by stabilizing the shoreline, protecting water quality for the enjoyment of the general public in Surprise Lake, and by ensuring safe navigability. • That granting the Revocable Permit request will not confer on the Applicant any special privilege that is denied by this article to other owner of land, structures or buildings subject to similar conditions located in the same zoning district. This process is available to all property owners similarly situated who require reinforcement to their existing seawalls in order to comply with the City's new seawall requirements. • That granting the Revocable Permit will be in harmony with the general intent and purpose of this article, and that such Revocable Permit will not be injurious to surrounding properties, the neighborhood, or otherwise detrimental to the public welfare. As identified in the responses to 1 and 3 above, this request is in harmony with the general intent and purpose of the City's Revocable Permit provisions, and benefits neighboring properties, the neighborhood, and community at large, as previously recognized and identified by the City Commission. Ke -la IItF-i[a] Z In 2019, the City Commission recognized these substantial and significant risks if a property owner was required to remove its existing seawall and construct a new seawall, and provided all owners similarly situated to submit an application for a Revocable Permit to allow for minor encroachments into City owned property to allow for reinforcement of their existing seawalls (to comply with the City's new seawall requirements, and therefore eliminating environmental impacts and potential impacts to neighboring property owners). This will be the first of such applications. The proposed repair will further encroach to a maximum dimension of nine (9) feet two (2) inches for a total of 1,599 square feet (as measured from the property line the wetface of the proposed new seawall cap) along the curve of their property line into City owned property. Results from the 2019 Resident Survey related to the overall ratings for the City of Miami Beach show that 50% of residents rated City efforts to manage stormwater drainage and flooding as excellent/good. In order to continue maintaining excellent standards in this area, the Administration recommends approving the revocable permit. The Administration recommends approving the Resolution. Applicable Area Middle Beach Page 717 of 1576 Page 850 of 1357 EXHIBIT "A" LOCATION MAP THIS IS NOT A SURVEY CITY OF MIAMI BEACH MIAMI -DADE COUNTY, FLORIDA EASEMENT PROPERTY OWNER: ELAINE R. LEVINE LIVING TRUST PROPERTYADDRESS: 3333 GARDENAVENUE, MIAMI BEACH, FL 33140 PROPERTY FOLIO # 02-3227-015-0080 CERTIFICATION: CITY OF MIAMI BEACH LOCATION SKETCH SCALE o N.T.S. Ifi 1 MERIDIAN AVENUE I LOT_ I BLOCK -1 1 'j LOT -3 LOT -2 I ., LOT -1 LOT -2 BLOCK 2 BLOCK -1 1 Q' BLOCK -2 BLOCK -2 WGARDEN Q SUBDIVISION BLOCK 1 Q P.B. 331 G.9) I (g I SEC.22,TWP 53S,RGE 42 E LYING AND BEING IN MIAMI-DADE COUNTY, FLORIDA rD7WNBY. CA DATE: 1110512021 SCALE: NONE SURVEY NO: 20-002265-3 SHEET: 1 OF 3 SURVEYOR'S NOTES: I. NO SEARCH OF THE PUBLIC RECORDS HAS BEEN MADE BY JOHN IBARRA $ ASSOCIATES, INC. 2. THIS SKETCH IS BASED ON INFORMATION FURNISHED BY CLIENT OR CLIENTS REPRE5ENTATIVE AND IS FOR THE PURPOSE OF OBTAINING A SEAWALL REVOCABLE PERMIT. 3. BEARINGS SHOWN HEREON ARE BASED ON PLAT. 4. THIS SKETCH WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE SEARCH; THEREFORE ONLY THOSE DEDICATION, ROAD RESERVATIONS OR EASEMENTS RECORDED ON THE PLAT ARE SHOWN HEREON. 5. THIS SKETCH DOES NOT INFER TITLE OR OWNERSHIP. G. METHOD USE TO DETERMINE STATE PLAN COORDINATES. 7. STATE PLANE COORDINATES REFERENCED TO FLORIDA EAST ZONE, NORTH AMERICAN DATUM OF 83/201 1. 8. THE PROPOSE OF THIS SKETCH AND LEGAL DESCRIPTION IS TO DEPICT AN EASEMENT AREA FOR THE INSTALLATION OF SEAWALL AND ITS APPURTENANCES. 3. THIS SKETCH AND LEGAL DESCRIPTION IS CERTIFIED TO THE CITY OF MIAMI BEACH. SHEET 1 OF 3. NOT VALID WITHOUT SHEETS 2 OF 3 AND 3 OF 3. JOHN IBARRA & ASSOCIATES. INC. Professional Land Surveyors & Mappers W W W.IBARRALANDBURVEYORS.COM 777 N.W. 72nd AVENUE 3725 DEL PRADO BLVD. S. SURE 3025 SUITE B MIAMI, FLORIDA 33126 CAPE CORAL, FL 33904 PH: (305)262-0400 PH: (239)540-2660 FAX: (305) 262-0401 FAM (239)540-2664 851 of 1 EXHIBIT "A" SKETCH & EEGAE DESCRIPTION THIS IS NOT A SURVEY CITY OF MIAMI BEACH MIAMI -DADE COUNTY, FLORIDA EASEMENT SEC.22,TWP 53S,RGE 42 E LYING AND BEING IN MIAMI-DADE COUNTY, FLORIDA I - r MERIDIAN AVENUE Tj70TOTAL RIGHT-OF-WAY v) C Me L L=37. I G' R=25.00' L=75.58' I T=22.97 R=271.00' A=085°09'18"T=38.04 I CH=33.83' A=015°5846" k. SHEET. CH=75.34' FOLIO # II 02-)1227-015-0080 LOT -1 LOT -2 BLOCK -2 I BLOCK -2 IM I� I� GARDEN SUBDIVISION AMENDED. (P. B. 31 PG.9) EASEMENT ASEM UARE FEE ± 1.565 5Q _„ e, DRAWN BY: CA DATE: 1110512021 SCALE: I"=40' SURVEY NO: 20-002265-3 k. SHEET. 2 OF 3 i F.0 .0 \ \ N:537G05.529I \ '--E:940803.3240 \ Lat: N025° 48'3G.35" Long:W080" 0605.29" \ \ iC� \ U1 LOT -3 00 N BLOCK -2 GRAPHIC SCALE N 40 0 20 40 j (IN FEET) 11NCH = 40 FEET E WATE 2 N:5374G 1.4580 E:940833.2G77 Lat: N025o 48'34.92" Long:W080° 08'04.97" 1 luul o O0 0 /N � r 0 r r � N n THOUT SHEETS 1 OF 3 AND 3 OF 3. JOHN IBARRA & ASSOCIATES. INC. Professional Land Surveyors & Mappers W W W.IBARRALANDSURVEYORS.COM 777 N.W. 72nd AVENUE I 3725 DEL PRADO BLVD. S. SUITE 3025 SUITE B MIAMI, FLORIDA 33126 CAPE CORAL, FL 33904 PH:(305)262-0400 PH: (239)540-2660 FAX :(305)262-0401 FAX -(239)540-2664 Pa - e 852 of 1357 EXHIBIT "A" LEGAL DESCRIPTION TO ACCOMPANY SKETCH THIS IS NOT A SURVEY CITY OF MIAMI BEACH MIAMI -DADE COUNTY, FLORIDA EASEMENT SEC.22,TWP 53S,RGE 42 E LYING AND BEING IN MIAMI-DADE COUNTY, FLORIDA LEGAL DESCRIPTION: LOT I AND 2, BLOCK 2, OF GARDEN SUBDIVISION, ACCORDING TO THE PLAT THEREOF, A5 RECORDED IN PLAT BOOK 31, PAGE 9, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA., BEING MORE PARTICULARLY DESCRIBED A5 FOLLOW5: COMMENCE AT NORTHEAST CORNER OF LOT 2 BLOCK 2, THENCE CONTINUE 51 I ° 12'28t ALONG THE EA5T LINE FOR A D15TANCE 147.15' FEET TO THE POINT OF BEGINNING , THENCE RUN 51 1-12'28"E FOR A D15TANCE 10.00' FEET, THENCE RUN 57G°25'46"W FOR A D15TANCE 72,45' FEET, THENCE RUN 580°3G'29'W FOR A D15TANCE 90.55FEET, THENCE RUN N09-37001 FOR A D15TANCE 10.00' FEET,THENCE RUN N80°3G'29"E FOR A DISTANCE 79.58' FEET, THENCE RUN N7G°25'46"E FOR A D15TANCE 79.8G' FEET TO THE POINT OF BEGINNING. AND CONTAINING 1565.19 5Q. IT. ABBREVIATIONS: SURVEYOR'S CERTIFICATION: I HEREBY CERTIFY: THIS °SPECIFIC PROP05E SURVEY° OF THE PROPERTY DE5CRIBED HEREON, HA5 RECENTLY BEEN 5URVEYED AND DRAWN UNDER MY SUPERVISION, AND COMPUE5 WITH THE 5TANDARD5 OF PRACTICE AS 5ET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 5.1-17, FLORIDA ADMIN15TRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. 11/05/2021 BY.• JOHN IBARRA (DATE OF FIELD WOM = CENTER UNE tit = MONUMENT UNE PROFE5510NAL LAND 51JRVEYOR NO.: 5204 STATE OF FLORIDA P.B. = PLAT BOOK PG.= PAGE 5Q. FT. = SQUARE FEET 5EC. = 5ECTION TWP = TOWN5HIP PGE. = RANGE ® = INDICATE5 EASEMENT AREA SHEET 3 OF 3. NOT VALID WITHOUT SHEETS 1 OF 3 AND 2 OF 3. DRAWN BY. CA DATE: 1110512021 SCALE. NONE SURVEY NO: 20-002265-3 SHEET: 3 OF 3 JOHN IBARRA & ASSOCIATES, INC. Professional Land Surveyors & Mappers W W W.IBARRALANDSURVEYORS.COM 777 IN 72nd AVENUE I 3725 DEL PRADO BLVD. S. 30 SUITE 25 SUITE B MIAMI, FLORIDA 33126 CAPE CORAL, FL 33904 PH: (305) 262-0400 PH: (239) 540-2660 FAX : (305) 262-0401 FAX: (239) 540-2654