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HomeMy WebLinkAboutZoning Resolution 26-Z-221RESOLUTION NO. 26-Z- A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF SUNNY ISLES BEACH, FLORIDA, APPROVING A SITE PLAN APPLICATION (PZ2025-08) SUBMITTED BY MB RE INVESTMENTS, LLC, FOR THE PROJECT ENTITLED "MIAMI BEACH CLUB" CONSISTING OF A SIXTY-TWO (62) STORY RESIDENTIAL CONDOMINIUM TOWER WITH 524,212.8 SQUARE FEET OF FLOOR AREA, INCLUDING A 2,390 SQUARE FOOT PRIVATE RESTAURANT, AND 145 RESIDENTIAL DWELLING UNITS; PROVIDING THE CITY MANAGER WITH THE AUTHORITY TO DO ALL THINGS NECESSARY TO EFFECTUATE THIS RESOLUTION; PROVIDING FOR SEVERABILITY; PROVIDING FOR REPEALER; PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, MB RE Investments, LLC (the "Applicant") submitted a site plan application (PZ2025-08), to the City of Sunny Isles Beach, Florida ("City"), for the project entitled "Miami Beach Club" ("Application"), to be located at the following property: Legal Description: The North 200 feet of Tract "E," AMENDED PLAT NORTH BISCAYNE BEACH, according to the plat thereof as recorded in Plat Book 44 at Page 42 of the Public Records of Miami -Dade County, Florida. And that portion of upland lying East of said North 200 feet of Tract "E" described as follows: Bounded on the North by the Easterly extension of the North line of said Tract "E," Bounded on the South by the South line of the North 200 feet of said Tract "E," Bounded on the West by the East line of said Tract "E" and Bounded on the East by the Erosion Control Line of the Atlantic Ocean per Plat recorded in Plat Book 134 at Page 47 of the Public Records of Miami -Dade County, Florida. Address: 19051 Collins Avenue, Sunny Isles Beach, Florida Folio: 31-2202-016-0001 WHEREAS, the Applicant's site plan application requests the following: 1. Pursuant to Section 265-18 and 265-35 of the City of Sunny Isles Beach Land Development Regulations, Site Plan Approval forthe development project, "Miami Beach Club," consisting of a sixty-two (62) story residential condominium tower with a total of 524,212.8 square feet of floor area, including a 2,390 sq. ft. private restaurant, and 145 residential dwelling units. 2. Pursuant to Section 265-23 of the City of Sunny Isles Beach Land Development Regulations, approval for the purchase and assignment of Transferable Development Rights (TDRs) in the amount of 120,972.18 square feet and 48 dwelling units from the City's public TDR bank account. PZ2025-08 MB RE Investments LLC.docx Page 1 of 12 3. Pursuant to Section 265-11(M) and Section 265-23.G.(1)(d) of the City of Sunny Isles Beach Land Development Regulations, a payment agreement in the form of a Promissory Note for the requested development bonuses and Transferable Development Rights, not paid -in kind, over a period of time and on terms and conditions approved by the City Commission. 4. Pursuant to Section 104-4.2 of the City of Sunny Isles Beach Land Development Regulations, to defer the work of art requirement from the Arts in Public Places Program to after the site plan approval but prior to issuance of a Temporary Certificate of Occupancy (TCO). 5. Pursuant to Section 265-63.3(G) of the City of Sunny Isles Beach Land Development Regulations, the use of murals and graphic designs on a temporary construction fence. 6. Pursuant to Section 265-11.N. of the City of Sunny Isles Beach Land Development Regulations, an extension of time to obtain a below grade or master building permit from 24-months to up to five (5) years from the site plan approval and from 24-months to up to five (5) years from issuance of below grade or master building permit to complete the development project. 7. Pursuant to Section 265-46.A(3) of the City of Sunny Isles Beach Land Development Regulations, a shared parking agreement between the residential condominiums and private restaurant uses to provide sufficient project parking to meet the minimum parking requirements of the City's Land Development Regulations. WHEREAS, on January 15, 2026, and on February 19, 2026, the City Commission conducted a public hearing on the Application; and WHEREAS, the public hearing was duly advertised and held as required by law, all interested parties concerned with the matter were heard, and due and proper consideration was given to the matter and to the positive recommendation contained in the City's Planning and Zoning Department Staff Report; and WHEREAS, notice was provided to all interested parties regarding the Application; and WHEREAS, the City Commission reviewed the Application, the written and oral recommendations of the Planning and Zoning Department, including the recommended conditions, and hereby finds competent substantial evidence to support a showing by the Applicant that the request for site plan approval is in compliance with the City's Land Development Regulations and the Comprehensive Plan, and maintains the basic intent and purpose of the zoning, subdivision or other land use regulations, which is to protect the general welfare of the public, particularly as it affects the stability and appearance of the community; PZ2025-08 MB RE Investments LLC.docx Page 2 of 12 and further finds that the variance application should be granted, subject to the conditions described herein. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF SUNNY ISLES BEACH, AS FOLLOWS: Section 1. Incorporation of Recitals. The foregoing recital paragraphs are hereby ratified and confirmed as being true and the same are hereby made part of this Resolution. Section 2. Findings and Conclusions. Based upon an analysis of the Application and the standards for approval of a site plan under the City's Land Development Regulations, the City Commission hereby finds and concludes: A. The Application is in compliance with the City's Land Development Regulations and there is competent substantial evidence to support approval of the Application. B. The Application is consistent with the Comprehensive Plan and Land Development Regulations of the City. Section 3. Approval. A. The Applicant's request for a sixty-two (62) story residential condominium tower with a total of 524,212.8 square feet of floor area, including a 2,390 sq. ft. private restaurant, and a total of 145 residential dwelling units, is hereby approved, subject to all conditions set forth in Section 4, below. B. The Applicant's request for the purchase and assignment of Transferable Development Rights (TDRs) in the amount of 120,972.18 square feet and 48 dwelling units from the City's public TDR bank account is hereby approved, subject to all conditions set forth in Section 4, below. C. The Applicant's request for a payment agreement, in the form of two separate Promissory Notes, one for the payment of the requested development bonuses andthe other for the payment of the Transferable Development Rights, not paid -in - kind, over a period of time and on terms and conditions approved by the City Commission, is hereby approved, subject to all conditions set forth in Section 4, below. D. The Applicant's request to defer the work of art requirement from the Arts in Public Places Program to after site plan approval but prior to issuance of a Temporary Certificate of Occupancy (TCO) is hereby approved, subject to all conditions set forth in Section 4, below. PZ2025-08 MB RE Investments LLC.docx Page 3 of 12 E. The Applicant's request for the use of murals and graphic designs on a temporary construction fence is hereby approved, subject to all conditions set forth in Section 4, below. F. The Applicant's request for an extension of time to obtain a below grade or master building permit from 24-months to up to five (5) years from the site plan approval and from 24-months to up to five (5) years from the issuance of below grade or master building permit to complete the development project, is hereby approved, subject to all conditions set forth in Section 4, below. G. The Applicant's request for a shared parking agreement between the residential condominiums and private restaurant uses to provide sufficient project parking to meet the minimum parking requirements of the City's Land Development Regulations, is hereby approved, subject to all conditions set forth in Section 4, below. Section 4. Conditions. A. Conditions to be completed before demolition, below grade or building permits are issued. 1. That the plans in the approval be substantially in accordance with that submitted for public hearing, and may be examined, in the City Clerk's Office, which are entitled "Preliminary Design for: Miami Beach Club", prepared by Cohen, Freedman, Encinosa & Associates, stamped received December 11, 2025, consisting of twenty eight (28) sheets; survey prepared by Fortin, Leavy, Skiles, Inc., stamped received May 13, 2025, consisting of one (1) sheet; landscape plans entitled "Miami Beach Club," prepared by Enea Landscape Architecture, Inc., stamped received January 5, 2026, consisting of twelve (12) sheets; civil plans entitled, "Civil Design Plans for 19051 Collins Ave," prepared by Kimley Horn, stamped received July 30, 2025, consisting of nine (9) sheets. Plans are subject to revisions based on comments provided by zoning staff of the City of Sunny Isles Beach. 2. Upon the submittal of an application for a building permit, the plans submitted shall be approved by the Planning & Zoning Department and be consistent with the specific site plan approved by the City Commission. Plans shall include all the required elements of the site plan pursuant to the City's Land Development Regulations and recommendations. Should compliance with recommendations result in a change that would not be considered "minor" in accordance with Section § 265-18 of the City Code of Ordinances, the Applicant shall be required to obtain a site pan modification approval of the City Commission. 3. That a plot plan be submitted to the Planning & Zoning Department for review. The plot plan shall include all easements proffered by the Applicant to the City, including PZ2025-08 MB RE Investments LLC.docx Page 4 of 12 but not limited to (i) a minimum of ten -foot (10') landscape easement along the west side of the property, (ii) a 10,000 square foot Public Oceanfront Park easement and (iii) a 20-foot beach access easement. The plot plan shall show, but is not limited to, the type and size of plant materials, lighting, and City approved furniture, signage, paver design specification, and maintenance. 4. That the Applicant submit a Declaration of Restrictive Covenants in recordable form acceptable to the Planning & Zoning Department and acceptable to the City Attorney prior to submittal for an application for below grade or master building permit, which proffers: (i) a minimum of ten -foot (10') landscape easement along the west side of the property and (ii) a 10,000 square foot Public Oceanfront Park easement and (iii) a 20-foot beach access easement. Additionally, the Declaration shall provide that the Applicant (iv) provide 24-hour valet parking services for owners and guests and (v) include that the ownership assignment of any cabana shall be strictly to an owner or owners of a unit within the Miami Beach Club project. Cabanas shall not be used as a dwelling unit and shall not be rented or leased to any person other than an owner or owners of a unit within the condominium. The shared parking agreement (vi) shall be restricted to only the restaurant and residential condominium units. The covenant shall provide that the use or portion of a use that requires the shared parking shall cease and terminate upon any change in their respective schedules of operation that results in conflicting or overlapping usage of the parking facilities, and no nonresidential use may be made of that portion of the property until the requires parking facilities are available and provided. The Declaration shall provide that the maintenance of these easements, parking areas, and cabanas shall be the responsibility of the Applicant. The Declaration of Restrictive Covenants shall be recorded in the public records of Miami -Dade County at the Applicant's expense. 5. That the Applicant complies with all conditions and permit requirements, including but not limited to, Miami -Dade County DERM, environmental conditions and permitting, the Fire and Water and Sewer Departments, and Florida Department of Transportation (FDOT), Miami -Dade DTPW, Miami -Dade Aviation, Florida Department of Environmental Protection (FDEP), etc. 6. No below grade or master building permits shall be issued unless the Applicant has submitted all documents referred to under this approval and shall have paid all impact fees, bonuses, and Transfer of Development Rights, professional fees (as per Section §267-5 and such other applicable Land Development Regulations) due to the City. The Applicant is proposing to enter into installment payment plans through two separate Promissory Notes, one for the payment of development bonuses, and the other for the payment of the TDR purchase, and if approved by the City Commission in accordance with the City's Code of Ordinances, these two Promissory Notes shall be executed prior to issuance of below grade or master building permit of the project. 7. A Miami -Dade County tree removal permit must be secured and attached to the PZ2025-08 MB RE Investments LLC.docx Page 5 of 12 landscape permit application prior to demolition. 8. That palms along Collins Avenue be at least 12' clear -wood Medjool Palms or shall match adjacent palms' heights, to be consistent with the City Streetscape Master Plan. 9. That the Applicant must present evidence of performance to the Planning & Zoning Department of the obligation required to qualify for the Floor Area Ratio bonuses. In the event that the Applicant has done so and prior to issuance of a below grade or master building permit, the Applicant shall acquire the following floor area ratio bonuses: a) Beach Access Trust Fund 0.20 FAR $1,609,935.72 b) Beach Access Easement 0.10 FAR $ 0.00 (*) c) Public Beach Rec. Enhancement 0.60 FAR $4,829,807.16 d) Collins Ave Streetscape Enhancement 0.60 FAR $4,829,807.16 e) SIB Public Parking Bonus 0.20 FAR $1,609,935.72 f) Public Oceanfront & Open Space 0.20 FAR $ 0.00 (*) g) Educational and Cultural Bonus 0.20 FAR $1,609,935.72 (*) non -monetary floor area ratio bonus The FAR bonus program consists of participation units, which in this case are equal to 36 participation bonus units (where each participation unit has a value of 0.05 FAR). In detail, the bonus formula is the lot size (acres), times the participation units, times the price of the participation unit, for this case is as follows: 2.012419651 (acres) x 36 (participation units) x $200,000 (price/participation unit) _ $14,489,421.49 The total contribution for all Floor Area Ratio bonuses for the development is $14,489,421.49 for a total increase of 2.1 FAR or 184,088.10 square feet of FAR and 60 dwelling units. The Applicant, its successors or assigns, shall provide the City with a non-refundable deposit in the amount of ten percent (10%) of the approved purchased price of $14,489,421.49 for the FAR bonuses acquired from the City. The total amount of the deposit is $1,448,942.15. Failure to pay the required deposit within the three (3) working days of approval of the site plan application shall result in an automatic voiding of the City Commission site plan approval. The Applicant is proposing to enter into an installment payment plan, in the form of a Promissory Note, in accordance with the City Code for the remaining balance (90%). If approved, this agreement shall be executed prior to below grade or master building permit of the project. PZ2025-08 MB RE Investments LLC.docx Page 6 of 12 Applicant has acknowledged that the bonus participation unit rates may change prior to the issuance of the below grade or master building permit for the proposed project. If the bonus participation unit rates increase prior to the issuance of a below grade or master building permit, the Applicant, its successors or assigns, shall (a) increase the total purchase price of the bonus units being acquired hereunder to account for the new unit rates and (b) remit to the City a true -up deposit for 10% of the positive difference between the new total purchase price for the bonus units after accounting for the new unit rates over the total purchase price for the bonus units determined in this resolution. This true -up payment will be made by the Applicant within three (3) working days of receipt by the Applicant of notice from the City of the increase.of the bonus participation unit rates. Finally, any financing of the purchase price of bonus units approved in this resolution shall apply to the updated purchase price determined by the new bonus unit rates and the note evidencing such financing shall be modified accordingly. 10. That the Applicant shall submit evidence of purchase of the 120,972.18 square feet of floor area and 48 dwelling units of Transfer Development Rights (TDRs) purchased from the City's Public TDR's Bank. That the Applicant provides the City with a non- refundable deposit in the amount of ten percent (10%) of the approved purchased price of $15,121,522.50 for the TDRs. The total amount of the deposit is $1,512,152.25. Failure to pay the required deposit within the three (3) working days of approval of the TDRs application and site plan application shall result in an automatic voiding of the City Commission approval of the Receiving Site, transfer of TDRs, and site plan approval. The Applicant is proposing to enter into an installment payment plan, in the form of a Promissory Note, in accordance with the City's Code for the remaining balance (90%). If approved, this agreement shall be executed prior to below grade or master building permit of the project. I 11. Prior to issuance of a below grade or master building permit, documentation evidencing the transfer of development rights shall be recorded against the title of the receiving site, in the public records of Miami -Dade County, Florida and an irrevocable covenant running with the land, which shall include the additional FAR (TDR), required parking and all other conditions, restrictions, and obligations imposed as conditions of the approval by the City Commission and the LDRs, shall be recorded against the title to the receiving site, in the public records of Miami -Dade County, Florida. The covenant and all other documents recorded pursuant to this section shall include a warning that the approval of the TDRs shall be extinguished, become null and void, and shall be of no further force or effect in the event no building permit is issued for the receiving site within 24 months (or other period of time agreed to by the City Commission) from the date the resolution is rendered, and shall contain a statement by which the owner(s) of the receiver site shall agree to bind itself, its successors and assigns with regard to all conditions, restrictions, and obligations contained therein, and, further, shall include a statement prohibiting any changes, amendments, modifications or releases to the document without the prior written PZ2025-08 MB RE Investments LLC.docx Page 7 of 12 approval of the City Manager and the City Attorney after approval by the City Commission at a public hearing. All documents recorded pursuant to this section shall be in a form acceptable to the City Attorney and shall be recorded at the expense of the Applicant. Copies of documents recorded pursuant to this section shall be delivered to the City by the Applicant. 12. That the Applicant shall submit an updated Demolition and Construction Staging and Traffic Management Plan, before commencing any construction activity, that minimizes negative impacts to the public and implements high-rise construction safeguards. The staging plan shall provide a schedule of activities such as, parking arrangements, lane closures, sidewalk closures, any other required activity that may provoke an impact at the surrounding areas, and a plan to implement perimeter scaffolding, catch platform system, or construction safeguards, intended to prevent people, materials, debris, concrete spillage, dust, paint, construction material etc. from falling onto private and public property. The staging plan shall be approved administratively by the City Manager or designee. 13. That the Applicant shall address comments provided by City's Traffic Engineering Consultant regarding Traffic and vehicular issues per the memorandum dated December 8, 2025. The City Manager or his designee shall review and provide additional comments if necessary. All comments are to be addressed prior to issuance of below grade or master building permit. 14. That the Applicant shall address comments provided by City's Civil Engineering Consultant regarding civil engineering and site issues pursuant to the memorandum dated December 8, 2025. The City Manager or his designee shall review and provide additional comments if necessary. All comments are to be addressed prior to issuance of below grade or master building permit. 15. That the Applicant shall pay all fees related to the review of the application described herein and shall have paid all other fees due to the City. 16. That the Applicant provide the Lighting/Photometric Plan prior to issuance of below grade or master building permit. 17. That the Applicant provide the Signage and Pavement Marking Plan prior to the issuance of below grade or master building permit. 18.If approved, the Applicant must submit a separate building permit prior any installation of murals or graphics on temporary construction fencing to be approved administratively by the City Manager or designee. 19. That Applicant shall obtain an active concurrency review approval from Miami -Dade County School Board. School Concurrency Determination Letter issued date 5/6/2025, PZ2025-08 MB RE Investments LLC.docx Page 8 of 12 Application No. SP3125050600235. B. Conditions to be completed before any Certificate of Occupancy is issued. 1. If approved, the Applicant shall meet all requirements pursuant to the Arts in Public Places Program. The Applicant shall schedule the hearing with the Public Arts Advisory Committee (PAAC) for review of the work of art, not less than 120 days prior to issuance of Temporary Certificate of Occupancy (TCO) or Certificate of Occupancy (CO), whichever comes first. If the Applicant does not receive approval from the PAAC prior to TCO or opts to make a voluntary monetary contribution, the Applicant shall be required to pay 1% of construction or reconstruction costs, or the sum of $500,000.00, whichever is less, to the Public Art Fund prior to TCO. 2. That the Applicant, at Applicant's cost, shall underground all utility lines adjacent to the proposed project, and the Applicant shall also install decorative sidewalk pavers consistent with the Collins'Avenue Sidewalk Plan provided that such pavers have not been previously installed by the City. The decorative sidewalks shall be installed from the northern boundary of the property to the southern boundary of the property. 3. Under Section §267-4, the City Manager and/or his/her designee in review of any application, may refer any such application presented to it to such engineering, planning, legal, technical, or environmental consultant, or professional(s) employed by the City as the Manager, shall deem reasonably necessary to enable him/her to review such application as required by law. Charges made by such consultants or professionals shall be in accord with the charges customarily made for such services in Miami -Dade County, and pursuant to an existing contractual agreement by and between the City and such consultant. Charges made by the City shall be in accord with the hourly rates charged by such consultants or hourly rates of employed professionals and shall be paid within 30 days on submission of a City voucher. 4. At the time of submission of any application or thereafter, it is required that an escrow account be established, from which withdrawals shall be made to reimburse the City for the cost of professional review services, if any. The Applicant shall then provide funds to the City for deposit into such account in an amount to be determined by the City Manager, based on his/her evaluation of the nature and complexity of the application. The Applicant shall be provided with copies of any City voucher for such services as they are submitted to the City. When the balance in such escrow is reduced to one-third (1/3) of its initial amount, the Applicant shall deposit additional funds into such account to bring its balance up to the amount of the initial deposit. If such account is not replenished within thirty -days (30) after the Applicant is notified, in writing, of the requirements for such additional deposit, the City may suspend its review of the application. An application shall be deemed PZ2025-08 MB RE Investments LLC.docx Page 9 of 12 incomplete if any amount shall be outstanding. A building permit or Certificate of Use and Certificate of Occupancy shall not be issued unless all professional review fees charged in connection with the Applicant's project have been reimbursed to the City. Once all pertinent charges have been paid, the City shall refund to the Applicant any funds remaining on deposit. 5. That the Applicant shall furnish .a payment and performance bond in an amount determined by the Building Official to ensure Applicant's performance of public improvements required pursuant to site plan approval and in accordance with recommendations of the Building Official after review of construction plans submitted based on development approval granted herein. Any such bond shall be issued by a surety having a minimum rating of A-1 in the Best's Key Rating Guide, Property/Casualty Edition, shall be subject to the approval of the City, and shall provide that "this bond may not be cancelled or allowed to lapse until 30 days after receipt by the City, by certified mail, return receipt requested, of written notice from the issuer of the bond of intent to cancel or not to renew". As improvements are made, the City, within its discretion, may reduce or eliminate the bond amount. These rights reserved by the City with respect to any construction bond established pursuant to this section are in addition to all other rights and remedies the City may have under this Resolution, in law or in equity. C. Other Conditions: 1. That in the event of multiple ownership, a homeowner's association be established in accordance with applicable regulations to assure that all common areas and facilities for the residents, as well as all easements dedicated to the City, shall be maintained in continuous and satisfactory manner and without expense to the City of Sunny Isles Beach. 2. That the Applicant, during construction, shall provide a perimeter scaffolding, catch platform system or construction safeguards, intended to prevent people, materials, debris, concrete spillage, dust, paint, construction material etc. from falling to private and public property. The Applicant shall implement a catch platform or construction safeguard to be installed at no less than two story below the active work zone level. If multiple level are active work zones, multiple catch platform shall be installed. The Applicant shall be responsible for decreasing and preventing materials, debris, concrete spillage, dust, paint, construction material etc. from falling onto private and public property. 3. All sand excavated from the property including sand from the western side of the Coastal Construction Control Line ("CCCL") shall be cleaned and shall remain on the beach for re -nourishment purposes in a location within Sunny Isles Beach and approved by Miami -Dade County Regulatory and Economic Resources ("RER") (formerly Miami -Dade County Department of Environmental Resources PZ2025-08 MB RE Investments LLC.docx Page 10 of 12 Management "DERM") 4. That the Applicant obtains a Certificate of Occupancy and a Certificate of Use from the City upon compliance with all terms and conditions. The `Certificate of Occupancy and Certificate of Use shall be subject to cancellation upon violation of any of the conditions. 5. That the approved site plan approval shall remain valid for a period of 60-months from the date of this site plan modification approval. If no building permit is issued within the 60-month time period, the site plan modification shall be considered null and void and of no force and effect. 6. That the Applicant complies with all City Ordinances, County, State and Federal Laws and Regulations applicable to development and permit approvals. 7. After demolition of the existing structures, the property shall remain in a park -like setting, in accordance with the Vacant Lot Maintenance Standards of Section 253- 6, until construction activity commences. 8. That the Applicant, at the commencement of construction activities, during construction, and for one (1) year following the completion of construction, shall employ and provide continuous vibration and subsidence monitoring on -site, as applicable, and upon neighboring properties immediately to the north and south of the site, subject to the written consent of the owners of the neighboring properties, or as otherwise mutually agreed upon by the Applicant and the owners of the neighboring properties. 9. That the Applicant shall provide vibration and subsidence monitoring data on a monthly basis to the City for the sole purpose of the City making such data available and accessible to the public upon request, and not for the purpose of City monitoring or otherwise analyzing or acting upon such data, unless required by the Florida Building Code or the City's Code of Ordinances. NO BUILDING PERMIT SHALL BE ISSUED UNLESS THE APPLICANT HAS SUBMITTED ALL DOCUMENTS REFERRED TO UNDER THIS RESOLUTION AND SHALL HAVE PAID ALL IMPACT FEES, BONUSES AND PROFESSIONAL FEES (AS PER SECTION 267-4 OF THE CODE OF THE CITY OF SUNNY ISLES BEACH) AND ALL OTHER FEES DUE AND OWING PURSUANT TO THE APPLICABLE LAND DEVELOPMENT REGULATIONS, AND SHALL HAVE SUBMITTED PAYMENT TO THE CITY FOR ALL TRANSFER OF DEVELOPMENT RIGHTS, IN A MANNER APPROVED BY THE CITY COMMISSION, OR SHALL HAVE OTHERWISE PRODUCED EVIDENCE THAT THE PERMITTED PRIVATE DEVELOPMENT RIGHTS AS SET FORTH HEREINABOVE HAVE BEEN TRANSFERRED. FAILURE BY THE CITY TO TIMELY ENFORCE ANY OF THE ABOVE CONDITIONS DOES NOT CONSTITUTE A WAIVER OF THE SAME AND IF THE APPLICANT, ITS SUCCESSORS, OR, ASSIGNS, PZ2025-08 MB RE Investments LLC.docx Page 11 of 12 DOES NOT PERFORM SUCH CONDITIONS WITHIN FIVE (5) DAYS AFTER WRITTEN NOTICE, THE CITY RETAINS THE RIGHT TO STOP CONSTRUCTION, IF NECESSARY, UNTIL THAT CONDITION IS MET. BY ACTING UNDER THIS APPROVAL, APPLICANT HEREBY CONSENTS TO ALL THESE TERMS AND CONDITIONS. Section 5. Authorization of City Manager. The City Manager is hereby authorized to do all things necessary to effectuate this Resolution. Section 6. Severability. If any section, subsection, sentence, clause, phrase, or portion of this Resolution is, for any reason, held invalid or unconstitutional by any Court of competent jurisdiction, such portion shall be deemed a separate, distinct and independent provisions and such holding shall not affect the validity of the remaining potions of this Resolution. Section 7. Repealer. All Resolutions or parts of Resolutions in conflict herewith shall be and are hereby repealed. Section 8. ATTEST: Mauricjo Effective Date. This Resolution shall become effective upon adoption. PASSED AND ADOPTED this 19th day of February, 2026. ncul, CIVIC, City Clerk CITY OF SUly.lalaFlstES�BEACH, FLORIDA By its CiWCommission\ amw- aria Svechirf, Mayor APPROVED AS TO FORM AND LEGAL SUFFICIENCY: Alain E. Boileau for Nabors, Giblin & Nickerson, P.A., City Attorney Moved by: MKsZoCL i�� Seconded by: Vote: Mayor Svechin V"' (Yes) (No) Vice Mayor Viscarra ✓ (Yes) (No) Commissioner Joseph Yes) V (NO) Commissioner Lama ✓ (Yes) (No) Commissioner Stuyvesant (Yes) (No) PZ2025-08 MB RE Investments LLC.docx Page 12 of 12 E • FL�� `' C/TY OF SUN PNO CITY OF SUNNY ISLES BEACH STAFF REPORT JANUARY 15, 2026 Miami Beach Club Site Plan Approval and TDR Purchase I. APPLICATION SUMMARY Application Number: PZ2025-08 Application Summary: The Applicant is requesting site plan approval for the proposed development project called, "Miami Beach Club," which consists of a 62-story residential condominium tower with 524,212.8 sq. ft. of floor area, including a 2,390 sq. ft. private restaurant, and 145 residential dwelling units. The project will utilize development bonuses and purchase Transferable Development Rights (TDRs) from the City's public TDR bank. The Applicant requests approval Page 1 of 18 11 January 15, 2026 PZ2025-08 of an accompanying payment agreement for the bonuses and TDRs. Also included is a request to defer the work of art requirement to after site plan approval, but prior to TCO, the use of graphics on the temporary construction fence, an extension of time to obtain a building permit from 24-months to five (5) years, and an extension of time to complete the development project from time of building permit issuance from 24-months up to five (5) years, and finally a shared parking agreement between the private restaurant and condominium uses. Applicant/Owner: MB RE Investments, LLC Attn: Tracy Slavens, Esq. 2850 Tigertail Ave, Suite 800 Miami, FL 33133 SITE INFORMATION Address: 19051 Collins Avenue Folio: 31-2202-016-0001 Land Area: 87,661 sq. ft. (2.012419651 acres) Site Description: The property is a rectangular lot located on the east side of Collins Avenue. It was developed in 1951 with a motel - condominium, known as Miami Beach Club, with 104 motel - condo units and 4 commercial units. The building was converted into a condominium -hotel in 1980. Legal Description: The North 200 feet of Tract "E," AMENDED PLAT NORTH BISCAYNE BEACH, according to the plat thereof as recorded in Plat Book 44 at Page 42 of the Public Records of Miami -Dade County, Florida. And that portion of upland lying East of said North 200 feet of Tract "E" described as follows: Bounded on the North by the Easterly extension of the North line of said Tract "E," Bounded on the South by the South line of the North 200 feet of said Tract "E," Bounded on the West by the East line of said Tract "E" and Bounded on the East by the Erosion Control Line of the Atlantic Ocean per Plat recorded in Plat Book 134 at Page 47 of the Public Records of Miami -Dade County, Florida. Future Land Use: Mixed Use - High Density Resort Zoning District: Mixed Use - Resort (MU-R) Page 2of18 12 January 15, 2026 PZ2025-08 Adjacent Properties: Existing Use Zoning Future Land Use District North Ocean Two Condominium MU-R Mixed Use — High Densit Resort East Atlantic Ocean N/A Water South Residences by Armani Casa MU-R Mixed Use — High Condominium Density Resort West Lehman Causeway westbound R-TH Moderate Density ram and single-family homes Townhome Residential III. REQUESTS 1. Pursuant to Section 265-18 and 265-35 of the City of Sunny Isles Beach Land Development Regulations, the Applicant is requesting' Site Plan Approval for the development project, "Miami Beach Club," consisting of a sixty-two (62) story residential condominium tower with a total of 524,212.8 square feet of floor area, including a 2,390 sq. ft. private restaurant, and 145 residential dwelling units. 2. Pursuant to Section 265-23 of the City of Sunny Isles Beach Land Development Regulations, the Applicant is requesting approval for the purchase and assignment of TDRs in the amount of 120,972.18 square feet and 48 dwelling units from the City's public TDR bank account. 3. Pursuant to Section 265-11(M) and Section 265-23.G.(1)(d) of the City of Sunny Isles Beach Land Development Regulations, the Applicant is requesting a payment agreement in the form of a Promissory Note for the requested development bonuses and TDRs, not paid -in kind, over a period of time and on terms approved by the City Commission. 4. Pursuant to Section 104-4.2 of the City of Sunny Isles Beach Land Development Regulations, the Applicant is requesting to defer the work of art requirement from the Arts in Public Places Program to after the site plan approval but prior to issuance of a Temporary Certificate of Occupancy (TCO). 5. Pursuant to Section 265-63.3(G) of the City of Sunny Isles Beach Land Development Regulations, the Applicant is requesting the use of murals and graphic designs on a temporary construction fence. 6. Pursuant to Section 265-11.N. of the City of Sunny Isles Beach Land Development Regulations, the Applicant is requesting an extension of time to obtain a below grade or master building permit from 24-months to up to five (5) years from the site plan approval and from 24-months to up to five (5) years from issuance of below grade or master building permit to complete the development project. 7. Pursuant to Section 265-46.A(3) of the City of Sunny Isles Beach Land Development Regulations, the Applicant is requesting a shared parking agreement between the residential condominiums and private restaurant uses to provide sufficient project parking to meet the minimum parking requirements of the City's Land Development Regulations. Page 3 of 18 13 January 15, 2026 PZ2025-08 IV. COMPREHENSIVE PLAN REVIEW According to Policy 5A of the Future Land Use Element (FLUE), "All development orders authorizing a new land use or development, or redevelopment... shall be consistent with the goals, objectives, and policies of the Comprehensive Plan." Policy 10B of the FLUE states, "Consistent with maintaining view corridors and promoting compatible relationships with adjacent properties and the beachfront, encourage and support increased front setbacks of new structures east of Collins Avenue to provide expanded public pedestrian circulation space, reduce building scale impacts and provide for additional buffering and landscape enhancements to assure a high quality environment along the Collins Avenue corridor." The project maintains the large front setbacks from Collins Avenue and reduces building scale impacts with the tower setback 211' from the front property line. The project provides significant landscaping within all public areas, including along Collins Avenue and the beach access on the north side yard. Policy 14B of the FLUE establishes the Mixed Use — Resort/ High Density future land use category to, "encourage development and redevelopment within the area east of Collins Avenue for resort style developments catering to tourists and seasonal residents, hotel, apartment hotel, as well as residential apartments. Conference facilities and retail uses such as restaurants, and other convenience services and specialty goods are permitted provided they are accessory to the development." The project proposed 145 residential condominium units with an on -site private restaurant for the residents and their guests. The project is also consistent with the maximum densities and intensities set forth in this policy, with a proposed 5.98 FAR and 72 dwelling units per acre. The project utilizes development bonuses as set forth in the Land Development Regulations and qualifies as a potential receiver site of Transferable Development Rights (TDRs), consistent with Policy 14C. Objective 1 of the Recreation and Open Space Element (ROSE) is to, "Provide for public access to and interaction with the City's beach area." Policy 1 D of the ROSE seeks to provide and maintain public beach access points at % mile (minimum) intervals and Policy 1 C encourages oceanfront development designs which preserve view corridors and provide additional public access to the beach. The proposed project has a 20' wide beach access on the north side of the site and an oceanfront park on its east side. V. CONCURRENCY REVIEW The following concurrency review pursuant to Article VI of the City's Land Development Regulations ensures there is adequate facilities to maintain the level of service standards for potable water, sanitary sewer, on -site drainage, solid waste, parks, public schools, and transportation exist or are planned to exist when necessary to serve the development: Page 4 of 18 14 January 15, 2026 PZ2025-08 §265 24:3 Level of Service Standards' y Service Required Proposed Roads Provider: FDOT (Collins Avenue) Traffic Impact Analysis prepared by Kimley Horn dated 9/10/25 Roadway segment LOS E for states project will generate 68 state and county roads net new vehicle trips during weekday AM peak hour and 64 net new vehicle trips during the weekday PM peak hour. The roadway segment capacity analysis indicates the study segment is expected to operate at LOS D or better during AM and PM peak hours. Sanitary Sewer Provider: Miami Dade County Letter of Availability from Water and Sewer Department MDWASD dated 12/15/25 1 confirms capacity and availability 102% average daily per capita and is attached to the staff report sewage system demand for recedin 5 years Potable Water Provider: City of North Miami Letter of Water Availability from Beach NMB Water dated 10/28/25 confirms capacity and availability 144 gallons per capita per day at and is attached to the staff report a pressure of 40 pounds per s uare inch On -Site Protection from flooding that Preliminary Drainage Statement Drainage would result from one day prepared by Kimley Horn dated duration rain event from a ten 10/2/25 confirms on -site drainage year storm requirements are met and is attached to the staff report Solid Waste Provider: WastePro USA Letter from WastePro USA dated 12/2/25 confirms capacity and 7 lbs per multifamily unit and 2 availability and is attached to the lbs per meal per day for staff report restaurant Page 5 of 18 15 VI January 15, 2026 PZ2025-08 Recreation Provider: City of Sunny Isles Current park acreage: 64.75 Beach acres 2.75 acres of public and private recreation space, including beachfront, per 1,000 permanent residents Current population: 22,342 (2020 US Census) Needed park acreage: 61.44 Public Schools Provider: Miami Dade County School Concurrency Public Schools Determination from MDCPS dated 5/6/25 confirms FISH capacities as published concurrency is met and is each school year by the Miami- attached to the staff report Dade School Board ZONING REVIEW The following is an analysis of the proposed site plan with the site development standards of the MU-R, "Mixed Use - Resort" zoning district, and other applicable Land Development Regulations. The architectural plans reviewed are entitled "Preliminary Design for: Miami Beach Club", prepared by Cohen, Freedman, Encinosa & Associates, stamped received December 11, 2025, consisting of twenty eight (28) sheets; survey prepared by Fortin, Leavy, Skiles, Inc., stamped received May 13, 2025, consisting of one (1) sheet; landscape plans entitled "Miami Beach Club," prepared by Enea Landscape Architecture, Inc., stamped received January 5, 2026, consisting of twelve (12) sheets; civil plans entitled, "Civil Design Plans for 19051 Collins Ave," prepared by Kimley Horn, stamped received July 30, 2025, consisting of nine (9) sheets. §265-35.D Mixed Use Resort '(MU-R) Si#e`Development Standards Code Standard;, Re�'uired. Provided: Minimum Lot Area 20,000 square feet 87,661 square feet Minimum Lot Width 200' 201.15' 828' NAVD 88 (The FAA Determination of Maximum Building Height Per FAA height restrictions No Hazard and MDAD Determination letters are attached to the staff report) Page 6 of 18 16 January 15, 2026 PZ2025-08 Maximum Lot Coverage 60% 22.1 % Minimum Setbacks Front — Tower 75' 211'6" Front — Garage Beginning at 10', rising at a 50' at 9'2" above sidewalk VA' ratio above sidewalk level level Rear 20' or Bulkhead Line Bulkhead Line (35'-4") North Side 20' 20' South Side 20' 26'-2" Maximum Building Width 250' 140' 20' width, extending from 20' on north side of Beach Access Easement Collins Ave. to beachfront property, from Collins Ave. to beachfront Maximum Floor Area Base .5 2with Bonuses* 5.98 FAR (524,212.8 sq. Ratio .5.98 with Bonuses + TDRs ft )* Maximum Dwelling Units 50 Base 80 with Bonuses 72 DU/AC (145 units total) per Acre 104 with Bonuses + TDRs Minimum Unit Size 550 sq. ft. 1,890 sq. ft. Minimum Landscaped 40% 57.2% Open Space 'The project utilizes all available development bonuses for the MU-R zoning district. Two of the bonuses are public access easements (20' beach access easement and 10,000 sq. ft. oceanfront park) and the remainder are monetary contributions to capital improvement trust funds. Please refer to Condition No. 9 in Section Vill. The project proposes a shared parking agreement between the on -site private restaurant and the condominium units. Per Code Sec. 265-46.A.(3), an independent shared parking study must be provided in a form acceptable to the City, which includes information indicating that the uses are such that a sufficient disparity in peak demand for parking Page 7 of 18 17 January 15, 2026 PZ2025-08 spaces exists to support the concept of shared parking. The Applicant provided a parking study prepared by Kimley Horn and it was reviewed by the City's Traffic Engineering consultant. The study confirmed that eight (8) spaces may be shared between the two uses as the uses will utilize the parking spaces at different times of the day. §265-56 Nonresidential, Town Center.and Mixed -Use Resort District Signs `Code Standard Required Provided Maximum Number of 1 1 Monument Signs Maximum Monument 78 sq. ft. 42 sq. ft. Sign Size Maximum Monument 15, 7' Sign Height Monument Sign Setback 6' 6' Maximum Wall Sign Size 35 sq. ft. 35 sq. ft. §265-23 Transfers of Development Rights The property is zoned Mixed Use — Resort District and therefore is an eligible receiver site of Transferable Development Rights (TDRs) according to City Code Sec. 265- 23.D.(1). The Applicant requests purchasing 120,972.18 square feet of floor area and 48 dwelling units from the City's public TDR bank account. The appraisal report completed by Appraisal First Real Estate Appraisers, LLC, date stamped received January 6, 2025, reflects the square foot market value of the subject property (19501 Collins Ave) as One Hundred Twenty-five Dollars ($125.00) per square foot. The Applicant has agreed to pay the square foot value of One Hundred and Twenty -Five Dollars ($125.00). Thus, the total TDR purchase is fifteen million, one hundred twenty-one thousand, five hundred twenty- two dollars and fifty cents ($15,121,522.50). A 10% non-refundable deposit is required, which shall be paid within three working days of the date of City Commission approval of the application. Please refer to Condition No. 10 in Section VII I. VII. FINAL ANALYSIS Based on the review and analysis provided, the proposed Miami Beach Club development project is consistent with the City of Sunny Isles Beach Comprehensive Plan and all applicable provisions of the City's Land Development Regulations. The project is consistent with the policies of the Mixed Use —High Density Resort future land use category by providing a high -quality residential development with accessory resort -style amenities, while maintaining compatibility with surrounding properties and the beachfront environment. Concurrency requirements for public facilities and services, including transportation, potable water, sanitary sewer, drainage, solid waste, parks, and public schools, have Page 8 of 18 18 January 15, 2026 PZ2025-08 been satisfied or will be satisfied prior to development, as evidenced by the submitted technical studies and agency correspondence. The proposed site plan complies with the applicable development standards, including setbacks, height limitations, lot coverage, landscaped open space, beach access, and parking requirements. The proposed shared parking agreement for the private restaurant and residential condominium uses is supported by an independent study that was reviewed by the City's traffic engineering consultant and the recommended conditions of approval will require the Declaration of Restrictive Covenants state that the use or portion of a use that requires the shared parking shall cease and terminate upon any change in their respective schedules of operation that results in conflicting or overlapping usage of the parking facilities. The request for the purchase and assignment of TDRs from the City's public TDR bank is consistent with the City's TDR program and applicable Land Development Regulations. The subject property qualifies as a receiving site, and the proposed TDR allocation allows the project to achieve the requested floor area and unit count while advancing the City's policy objectives of directing intensity to appropriate locations. The requests to defer the work of art requirements from the Arts in Public Places Program to after site plan approval but prior to issuance of a Temporary Certificate of Occupancy (TCO) allows the project design to advance, while ensuring compliance with the Arts in Public Places Program prior to occupancy. The request for the use of murals and graphic designs on the temporary construction fence complies with Section 265-63.3(G) of the Land Development Regulations and is commonly utilized for development projects on Collins Avenue. The fence graphics will be subject to administrative review and permitting. The request for an extension of time to obtain a building permit for up to five (5) years from site plan approval and up to five (5) years from issuance of the building permit to complete the project is pursuant to Section 265-11.N. of the City Code. Finally, the request for approval of a shared parking agreement between the residential condominium and private restaurant uses complies with Section 265-46.A.(3) of the Land Development Regulations. The shared parking study demonstrates that the uses have differing peak demand periods and that adequate parking will be provided without adverse impacts to surrounding properties. Any potential impacts associated with the scale and intensity of the proposed development are adequately mitigated through compliance with City regulations and the recommended conditions of approval. Staff has compiled the relevant facts of the submitted site plan application and recommends the application be presented to City Commission for consideration along with the conditions of Section VIII. Page 9 of 18 19 January 15, 2026 PZ2025-08 Vill. CONDITIONS If the City Commission approves this application, it will be subject to the following conditions set forth in this Section. Conditions to be completed before below grade or building permits are issued. That the plans in the approval be substantially in accordance with that submitted for public hearing, and may be examined, in the City Clerk's Office and are entitled "Preliminary Design for: Miami Beach Club", prepared by Cohen, Freedman, Encinosa & Associates, stamped received December 11, 2025, consisting of twenty eight (28) sheets; survey prepared by Fortin, Leavy, Skiles, Inc., stamped received May 13, 2025, consisting of one (1) sheet; landscape plans, entitled "Miami Beach Club," prepared by Enea Landscape Architecture, Inc., stamped received January 5, 2026, consisting of twelve (12) sheets; civil plans entitled, "Civil Design Plans for 19051 Collins Ave," prepared by Kimley Horn, stamped received July 30, 2025, consisting of nine (9) sheets Plans are subject to revisions based on comments provided by zoning staff of the City of Sunny Isles Beach. 2. Upon the submittal of an application for a building permit, the plans submitted shall be approved by the Planning & Zoning Department and be consistent with the specific site plan approved by the City Commission. Plans shall include all the required elements of the site plan pursuant to the City's Land Development Regulations and recommendations. Should compliance with recommendations result in a change that would not be considered "minor" in accordance with Section § 265-18 of the City Code, the Applicant shall be required to obtain a site pan modification approval of the City Commission. 3. That a plot plan be submitted to the Planning & Zoning Department for review. The plot plan shall include all easements proffered by the Applicant to the City, including but not limited to (i) a minimum of ten -foot (10') landscape easement along the west side of the property, (ii) a 10,000 square foot Public Oceanfront Park easement and (iii) a 20-foot beach access easement. The plot plan shall show, but is not limited to, the type and size of plant materials, lighting, and City approved furniture, signage, paver design specification, and maintenance. 4. That the Applicant submit a Declaration of Restrictive Covenants in recordable form acceptable to the Planning & Zoning Department and acceptable to the City Attorney prior to submittal for an application for below grade or master building permit, which proffers: (i) a minimum of ten -foot (10) landscape easement along the west side of the property and (ii) a 10,000 square foot Public Oceanfront Park easement and (iii) a 20-foot beach access easement. Additionally, the Declaration shall provide that the Applicant (iv) provide 24-hour valet parking services for owners and guests and (v) include that the ownership assignment of any cabana shall be strictly to an owner or owners of a unit within the Miami Beach Club project. Cabanas shall not be used as a dwelling unit and shall not be rented or leased to any person other than an owner or Page 10 of 18 20 January 15, 2026 PZ2025-08 owners of a unit within the condominium. The shared parking agreement (vi) shall be restricted to only the restaurant and residential condominium units. The covenant shall provide that the use or portion of a use that requires the shared parking shall cease and terminate upon any change in their respective schedules of operation that results in conflicting or overlapping usage of the parking facilities, and no nonresidential use may be made of that portion of the property until the required parking facilities are available and provided. The Declaration shall provide that the maintenance of these easements, parking areas, and cabanas shall be the responsibility of the Applicant. The Declaration of Restrictive Covenants shall be recorded in the public records of Miami -Dade County at the Applicant's expense. 5. That the Applicant complies with all conditions and permit requirements, including but not limited to, Miami -Dade County DERM, environmental conditions and permitting, the Fire and Water and Sewer Departments, and Florida Department of Transportation (FDOT), Miami -Dade DTPW, Miami -Dade Aviation, Florida Department of Environmental Protection (FDEP), etc. 6. No below grade or master building permits shall be issued unless the Applicant has submitted all documents referred to under this approval and shall have paid all impact fees, bonuses, and Transfer of Development Rights, professional fees (as per Section §267-5 and such other applicable Land Development Regulations) due to the City. The Applicant is proposing to enter into an installment payment plan through a Promissory Note for the development bonuses and TDR purchase and if approved by the City Commission in accordance with the City Code, this Promissory Note shall be executed prior to below grade or master building permit of the project. 7. A Miami -Dade County tree removal permit must be secured and attached to the landscape permit application prior to demolition. 8. That palms along Collins Avenue be at least 12' clear -wood Medjool Palms or shall match adjacent palms' heights, to be consistent with the City Streetscape Master Plan. 9. That the Applicant must present evidence of performance to the Planning & Zoning Department of the obligation required to qualify for the Floor Area Ratio bonus. In the event that the Applicant has done so and prior to issuance of a building permit, the Applicant shall acquire the following floor area ratio bonuses: a Beach Access Trust Fund 0.20 FAR $1,609,935.72 b Beach Access Easement 0.10 FAR $ 0.00 c Public Beach Rec. Enhancement 0.60 FAR $4,829,807.16 d) Collins Ave Streetscape Enhancement 0.60 FAR $4,829,807.16 e SIB Public Parking Bonus 0.20 FAR $1,609,935.72 Public Oceanfront & Open Space 0.20 FAR $ 0.00 Educational and Cultural Bonus 0.20 FAR $1,609,935.72 Page 11 of 18 21 January 15, 2026 PZ2025-08 (*) non -monetary floor area ratio bonus The FAR bonus program consists of participation units, which in this case are equal to 36 participation bonus units (where each participation unit has a value of 0.05 FAR). In detail, the bonus formula is the lot size (acres), times the participation units, times the price of the participation unit, for this case is as follows: 2.012419651 (acres) x 36 (participation units) x $200, 000 (price/participation unit) _ $14,489,421.49 The total contribution for all Floor Area Ratio bonuses for the development is $14,489,421.49 for a total increase of 2.1 FAR or 184,088.10 square feet of FAR and 60 dwelling units. The Applicant, its successors or assigns, shall provide the City with a non-refundable deposit in the amount of ten percent (10%) of the approved purchased price of $14,489,421.49 for the FAR bonuses acquired from the City. The total amount of the deposit is $1,448,942.15. Failure to pay the required deposit within the three (3) working days of approval of the site plan application shall result in an automatic voiding of the City Commission site plan approval. The Applicant is proposing to enter into an installment payment plan, in the form of a Promissory Note, in accordance with the City Code for the remaining balance (90%). If approved, this agreement shall be executed prior to below grade or master building permit of the project. Applicant has acknowledged that the bonus participation unit rates may change prior to the issuance of the building permit for the proposed project. If the bonus participation unit rates increase prior to the issuance of a building permit, the Applicant, its successors or assigns, shall (a) increase the total purchase price of the bonus units being acquired hereunder to account for the new unit rates and (b) remit to the City a true -up deposit for 10% of the positive difference between the new total purchase price for the bonus units after accounting for the new unit rates over the total purchase price for the bonus units determined in this resolution. This true -up payment will be made by the Applicant within three (3) working days of receipt by the Applicant of notice from the City of the"increase of the bonus participation unit rates. Finally, any financing of the purchase price of bonus units approved in this resolution shall apply to the updated purchase price determined by the new bonus unit rates and the note evidencing such financing shall be modified accordingly. 10.That the Applicant shall submit evidence of purchase of the 120,972.18 square feet of floor area and 48 dwelling units of TDRs purchased from the City's Public TDR Bank. That the Applicant provides the City with a non-refundable deposit in the amount of ten percent (10%) of the approved purchased price of $15,121,522.50 for the TDRs. The total amount of the deposit is $1,512,152.25. Failure to pay the required deposit within the three (3) working days of approval of the TDRs application and site plan application shall result in an automatic voiding of the City Commission approval of the Receiving Site, transfer of TDRs, and site plan approval. The Applicant is proposing to enter into an installment payment plan, in the form of a Promissory Note, in Page 12 of 18 22 January 15, 2026 PZ2025-08 accordance with the City Code for the remaining balance (90%). If approved, this agreement shall be executed prior to below grade or master building permit of the project. 11. Prior to issuance of a building permit, documentation evidencing the transfer of development rights shall be recorded against the title of the receiving site, in the public records of Miami -Dade County, Florida and an irrevocable covenant running with the land, which shall include the additional FAR (TDR), required parking and all other conditions, restrictions, and obligations imposed as conditions of the approval by the City Commission and the LDRs, shall be recorded against the title to the receiving site, in the public records of Miami -Dade County, Florida. The covenant and all other documents recorded pursuant to this section shall include a warning that the approval of the TDRs shall be extinguished, become null and void and shall be of no further force or effect in the event no building permit is issued for the receiving site within 24 months (or other period of time agreed to by the City Commission) from the date the resolution is rendered, and shall contain a statement by which the owner(s) of the receiver site shall agree to bind itself, its successors and assigns with regard to all conditions, restrictions, and obligations contained therein, and, further, shall include a statement prohibiting any changes, amendments, modifications or releases to the document without the prior written approval of the City Manager and the City Attorney after approval by the City Commission at a public hearing. All documents recorded pursuant to this section shall be in a form acceptable to the City Attorney and shall be recorded at the expense of the applicant. Copies of documents recorded pursuant to this section shall be delivered to the City by the applicant. 12.That the Applicant shall submit an updated Demolition and Construction Staging and Traffic Management Plan, before commencing any construction activity that minimizes negative impacts to the public and implements high-rise construction safeguards. The staging plan shall provide a schedule of activities such as, parking arrangements, lane closures, sidewalk closures, any other required activity that may provoke an impact at the surrounding areas, and a plan to implement perimeter scaffolding, catch platform system, or construction safeguards, intended to prevent people, materials, debris, concrete spillage, dust, paint, construction material etc. from falling onto private and public property. The staging plan should be approved administratively by the City Manager or designee. 13.That the Applicant shall address comments provided by City's Traffic Engineering Consultant regarding Traffic and vehicular issues pursuant to the memorandum dated December 8, 2025. The City Manager or his designee shall review and provide additional comments if necessary. All comments are to be addressed prior to issuance of below grade or master building permit. 14.That the Applicant shall address comments. provided by City's Civil Engineering Consultant regarding civil engineering and site issues pursuant to the memorandum dated December 8, 2025. The City Manager or his designee shall review and provide Page 13of18 23 January 15, 2026 PZ2025-08 additional comments if necessary. All comments are to be addressed prior to issuance of below grade or master building permit. 15.The Applicant shall pay all fees related to the review of the application described herein and shall have paid all other fees due to the City. 16.That the Applicant provide the Lighting/Photometric Plan prior to issuance of below grade or master building permit. 17.That the Applicant provide the Signage and Pavement Marking Plan prior to issuance of below grade or master building permit. 18.If approved, the Applicant must submit a separate building permit prior to any installation of murals or graphics on temporary construction fencing to be approved administratively by the City Manager or designee. 19.That Applicant shall obtain an active concurrency review approval from Miami -Dade County School Board. School Concurrency Determination Letter issued date 5/6/2025, Application No. SP3125050600235. Conditions to be completed before anv Certificate of Occupancv is issued. 20. If approved, the Applicant shall meet all requirements pursuant to the Arts in Public Places Program. The Applicant shall schedule the hearing with the Public Arts Advisory Committee (PAAC) for review of the work of art, not less than 120 days prior to issuance of Temporary Certificate of Occupancy (TCO) or Certificate of Occupancy (CO), whichever comes first. If Applicant does not receive approval from the PAAC prior to TCO or opts to make a voluntary monetary contribution, the Applicant shall be required to pay 1 % of construction or reconstruction costs, or the sum of $500,000.00, whichever is less, to the Public Art Fund prior to TCO. 21.That the Applicant shall, at the Applicant's cost, underground all utility lines adjacent to the proposed project, and the Applicant shall also install decorative sidewalk pavers consistent with Collins Avenue Sidewalk Plan provided that such pavers have not been previously installed by the City. The decorative sidewalks shall be installed from the northern boundary of the property to the southern boundary of the property. 22. Under Section §267-4, the City Manager and/or his/her designee in review of any application, may refer any such application presented to it to such engineering, planning, legal, technical, or environmental consultant or professional(s) employed by the City as the Manager shall deem reasonably necessary to enable him/her to review such application as required by law. Charges made by such consultants or professionals shall be in accord with the charges customarily made for such services in Miami -Dade County, and pursuant to an existing contractual agreement by and between the City and such consultant. Charges made by the City shall be in accord with the hourly rates charged by such consultants or hourly rates of employed professionals and shall be paid within 30 days on submission of a City voucher. Page 14 of 18 24 January 15, 2026 PZ2025-08 23.At the time of submission of any application or thereafter, it is required that an escrow account be established, from which withdrawals shall be made to reimburse the City for the cost of professional review services, if any. The Applicant shall then provide funds to the City for deposit into such account in an amount to be determined by the City Manager, based on his/her evaluation of the nature and complexity of the application. The Applicant shall be provided with copies of any City voucher for such services as they are submitted to the City. When the balance in such escrow is reduced to one-third (1/3) of its initial amount, the Applicant shall deposit additional funds into such account to bring its balance up to the amount of the initial deposit. If such account is not replenished within thirty -days (30) after the Applicant is notified, in writing, of the requirements for such additional deposit, the City may suspend its review of the application. An application shall be deemed incomplete if any amount shall be outstanding. A building permit or Certificate of Use and Certificate of Occupancy shall not be issued unless all professional review fees charged in connection with the Applicant's project have been reimbursed to the City. Once all pertinent charges have been paid, the City shall refund to the Applicant any funds remaining on deposit. 24.That the Applicant shall furnish a payment and performance bond in an amount determined by the Building Official to ensure Applicant's performance of public improvements required pursuant to site plan approval and in accordance with recommendations of the Building Official after review of construction plans submitted based on development approval granted herein. Any such bond shall be issued by a surety having a minimum rating of A-1 in the Best's Key Rating Guide, Property/Casualty Edition, shall be subject to the approval of the City, and shall provide that "this bond may not be cancelled or allowed to lapse until 30 days after receipt by the City, by certified mail, return receipt requested, of written notice from the issuer of the bond of intent to cancel or not to renew". As improvements are made the City, within its discretion, may reduce or eliminate the bond amount. These rights reserved by the City with respect to any construction bond established pursuant to this section are in addition to all other rights and remedies the City may have under this Resolution, in law or in equity. Other Conditions: 25.That in the event of multiple ownership, a homeowner's association be established in accordance with applicable regulations to assure that all common areas and facilities for the residents, as well as all easements dedicated to the City, shall be maintained in continuous and satisfactory manner and without expense to the City of Sunny Isles Beach. 26.That the Applicant, during construction, shall provide a perimeter scaffolding, catch platform system or construction safeguards, intended to prevent people, materials, debris, concrete spillage, dust, paint, construction material etc. from falling onto private and public property. The Applicant shall implement a catch platform or Page 15 of 18 25 January 15, 2026 PZ2025-08 construction safeguard to be installed at no less than two story below the active work zone level. If multiple level are active work zones, multiple catch platform shall be installed. The Applicant shall be responsible for decreasing and preventing materials, debris, concrete spillage, dust, paint, construction material etc. from falling onto private and public property. 27.All sand excavated from the property including sand from the western side of the Coastal Construction Control Line ("CCCL") shall be cleaned and shall remain on the beach for re -nourishment purposes in a location within Sunny Isles Beach and approved by Miami -Dade County Regulatory and Economic Resources ("RER") (formerly Miami -Dade County Department of Environmental Resources Management "DERM"). 28.That the Applicant obtains a Certificate of Occupancy and a Certificate of Use from the City upon compliance with all terms and conditions. The Certificate of Occupancy and Certificate of Use shall be subject to cancellation upon violation of any of the conditions. 29. That the approved site plan approval shall remain valid for a period of 60-months from the date of this site plan approval. If no below grade or master building permit is issued within the 60-month time period, the site plan approval shall be considered null and void and of no force and effect. 30.That the Applicant complies with all City Ordinances, County, State and Federal Laws and Regulations applicable to development and permit approvals. 31.After demolition of the existing structures, the property shall remain in a park -like setting, in accordance with the Vacant Lot Maintenance Standards of Section 253- 6, until construction activity commences. Page 16 of 18 26 y • ' C c �s"'� rill. -. // . // y/J' ////'�i%, � r/,+i j % % � r t'�'. lo lo ffI'I �10 J P l 00/1 i . I .. / Jill /•� % // //. '/r%/, f ... rK I�(.•ta'�'f, o i'i % t///// ✓�. /rill !/// / / tr r„ �i (, Zz Pmi UMDENSITY RESIDENMAL HIRRUMDEUSITYRESIDEMAL MEDIUM TO HI RESORT MIXED USE -BUSINESS NEIGHBORHOOD -BUSINESS COMMUNITY FACILITIES r� 1 r _RECREATION- OPEN SPACE li4�RDA 4pwm� 1. CONSERVAITON Imm ` l;i '''j'`.; TOWN CENTER .,SOUTH /��/�.� . J/ G 0 CORRADINO date to from subject ENGINEERS • PLANNERS • PROGRAM MANAGERS December 8, 2025 Amy Canales, AICP Director, Planning and Zoning Eric Czerniejewski, P.E., ENV SP Miami Beach Club- 19051 Collins Avenue, Sunny Isles Beach, Florida MEMORANDUM TRAFFIC ENGINEERING PEER REVIEW The City of Sunny Isles Beach has requested that The Corradino Group, Inc. (Corradino) provide a traffic engineering peer review of the Miami Beach Club project located at 19051 Collins Avenue in Sunny Isles Beach, FL. 33160. The following are the traffic review comments based on the 11/25/25 Shared Parking Analysis resubmittal: 1. A traffic impact study per the approved traffic assessment methodology needs to be submitted for review and approval. Kim ley Horn & Associates, Inc. 07/30/25 Response: Comment noted. A traffic impact analysis will be submitted for review and approval. TCG 08/19/25 Response: Addressed. This will be cross-checked as part of the TIS review. TCG 09/26/25 Response: Addressed. The traffic impact study was submitted per the approved traffic impact study methodology. Doral Office 4055 NO. 97th Avenue • Suite 200 ® Miami, FL33178 CORRADINO.COM CORRADINO GROUP R 305.594.0735 1 F. 305.594.0755 29 2. Please provide information related to the FDOT District 6 Access Management Review Committee (AMRC) approval for the driveway connection to State Road A1A (Collins Avenue). Please confirm if the proposed access management connections to State Road Al (Collins Avenue) are approved and if there are any conditions of approval for these driveway connections for the proposed land uses. Kimley Horn & Associates, Inc. 07/30/25 Response: Comment noted. Coordination with FDOT District 6 is pending. Input from the District on project access will be provided to the City at a later date. However, note that the project is proposing to maintain the existing access point on SR A1A/Collins Avenue. Therefore, the project will coordinate with FDOT for access permits and any traffic analyses as needed. Note that the timeline for obtaining FDOT approval may not coincide with the review timeline of the City. Therefore, this request may need to be a condition of site plan approval. TCG 08/19/25 Response: Addressed. This will be cross-checked as part of the TIS review. TCG 09/26/25 Response: Addressed. This item is still pending. 3. Please provide a road segment link analysis for State Road A1A (Collins Avenue) between State Road 856 (William Lehman Causeway) and State Road 826/NE 163rd Street. There should be a narrative provided that outlines how the project meets the goals and objectives of the City's Transportation Element including Objective 8. Kimley Horn & Associates, Inc. 07/30/25 Response: A roadway segment analysis is not warranted given the low number of trips generated by the project. However, a roadway segment analysis between SR 856/William Lehman Causeway and SR 826/NE 163rd Street along SR A1A/Collins Avenue using generalized volumes of service will be provided for informational purposes to expedite the City's review process. TCG 08/19/25 Response: Addressed. This will be cross-checked as part of the TIS review. TCG 09/26/25 Response: Addressed. The traffic impact study includes a road segment link analysis per the approved traffic impact study methodology. ® CORRADINO.COM 30 4. Please collect AM (7:00-9:00 AM) and PM (4:00-6:00 PM) weekday peak hour manual turning data at the following two intersection locations: • State Road 856 (William Lehman Causeway) and State Road A1A (Collins Avenue)- Signalized Asset #4606 • State Road A1A (Collins Avenue) and Existing Driveway at 19051 Collins Avenue Kimley Horn & Associates, Inc. 07/30/25 Response: Consistent with Miami -Dade County and FDOT criteria, intersection capacity analyses is not warranted given the low number of trips generated. However, turning movement counts at the intersections of SR 856/William Lehman Causeway at SR A1A/Collins Avenue - Signalized (Asset #4606) and SR A1A/Collins Avenue at the Existing Driveway (19051 Collins Avenue) will be collected for informational purposes to expedite the City's review process. Additionally, a 24-hour traffic count will be collected at the identified roadway segment between SR 856/William Lehman Causeway and SR 826/NE 163rd Street along SR AlA/Collins Avenue for the roadway segment analysis. TCG 08/19/25 Response: -Addressed. This will be cross-checked as part of the TIS review. TCG 09/26/25 Response: Addressed. The traffic impact study includes traffic counts at the requested intersections. ® CORRADINO.COM 31 0 5. Please provide a Traffic Operational Analysis for these two intersections for the existing conditions, future conditions without project (background) and future conditions with project using Synchro 12 software. Kimley Horn & Associates, Inc. 07/30/25 Response: Consistent with Miami -Dade County and FDOT criteria, intersection capacity analyses are not warranted given the low number of trips generated. However, the intersections of SR 856/William Lehman Causeway at SR A1A/Collins Avenue (Signalized Asset #4606) and SR A1A/Collins Avenue at the Existing Driveway (19051 Collins Avenue) will be analyzed for informational purposes to expedite the City's review process. TCG 08/19/25 Response: Addressed. This will be cross-checked as part of the TIS review. 6. Please provide a multimodal section/narrative in the traffic impact study. This section should describe the proposed bicycle, pedestrian, and transit infrastructure and TDM measures being proposed and that exist on the nearby/adjacent road network. The study should provide a figure depicting all the proposed multimodal infrastructure as part of the overall planned development. Kimley Horn & Associates, Inc. 07/30/25 Response: Comment noted. A multimodal section describing the proposed bicycle, pedestrian, and transit infrastructure and TDM measures being proposed and that exist on the nearby/adjacent road network will be included in the traffic impact study. TCG 08/19/25 Response: Addressed. This will be cross-checked as part of the TIS review. TCG 09/26/25 Response: Addressed. The traffic impact study includes a multimodal section/narrative. ® CORRADINO.COM 32 0 7. Please provide a narrative section in the traffic study that describes the roadway. characteristics of the adjacent roadway network. This should include roadway ownership, the number of lanes, speed limit, multimodal facilities, and other pertinent information. Kimley Horn & Associates, Inc. 07/30/25 Response: Comment noted. A section that describes the roadway characteristics of the adjacent roadway network, including roadway ownership, the number of lanes, speed limit, multimodal facilities, and other pertinent information, will be included in the traffic impact study. TCG 08/19/25 Response: Addressed. This will be cross checked as part of the TIS review. TCG 09/26/25 Response: Addressed. The traffic impact study includes a narrative section that describes the roadway characteristics of the adjacent roadway network. 8. Please provide a copy of the Fire approval from Miami -Dade Fire Rescue for the proposed emergency vehicle access plan and route for the proposed redevelopment. Kimley Horn & Associates, Inc. 07/30/25 Response: A copy of the approval from Miami -Dade Fire Rescue will be provided under separate cover as part of the civil engineering submittals. LSN Law, P.A. 07/30/25 Response: Application has been submitted to Miami Dade Fire Rescue for review, approval will be provided once received. TCG 08/19/25 Response: This item is still pending future civil engineering submittal. Additionally, the fire truck path shown on the plan is not continuous. The engineer needs to provide a seamless path without any breaks. Please also provide passenger vehicles simulation. LSN Law, P.A. 09/10/25 Response: Noted, will be addressed at time of full building permit submittal. TCG 09/26/25 Response: Addressed. A condition of approval will be provided which requires the applicant to provide at the time of full building permit submittal. ® CORRADINO.COM 33 9. Please provide a pavement, marking, and signage plan signed and sealed by a professional engineer registered in the State of Florida. Please ensure that the appropriate pavement markings and signage are provided per MUTCD criteria. This should include traffic control (stop signs), one-way signage, do -not -enter signs, pedestrian crossing signs, and other key signage. Kim ley Horn &Associates, Inc. 07/30/25 Response: Apavement marking and signage plan signed and sealed by a professional engineer will be provided under separate cover as part of the civil engineering submittals. LSN Law, P.A. 07/30/25 Response: Please see Sheets C-200 and C-201 for Signage and Marking Plan & Details. TCG 08/19/25 Response: Addressed. 10. Please provide sight visibility triangles on the site plan at each of the driveway connections. The sight triangles should also be depicted on the landscape plans and the pavement marking and signage plans. The sight triangles along NE 6th Avenue should meet FDOT criteria as outlined in the FDOT Design Manual (Section 212.11). Figure 212.11.1 Clear Sight Triangles d, dr EOOO 01 Nalor R— cm— ® TrJveled fY.ty — — fee ' { Gtmir Of Clear Sight _K:P R/IY 4rM Limit or Clear Sight I ( Of CleaC—rr (Sight W Mai Co"' CNO FOI OMe100ment And NUnrenance Of CICar. Sight IYinOan /AI Center of La RQtc:Of a ► Q Mind WNn Ra% 1 A.ad Ne tth a io. I/ic tc Navinq Lett fe.g.. One-Y/ay Le/rA z � Kimley Horn & Associates, Inc. 07/30/25 Response: A site plan with site visibility triangles at each of the driveway connections will be provided under separate cover as part of the civil engineering submittals. LSN Law, P.A. 07/30/25 Response: Please see Sheet C-200 for implementation of Sight Visibility Triangles. TCG 08/19/25 Response: Addressed. ® CORRADINO.COM 34 11.The site plan depicts 298 proposed parking spaces, including 27 tandem spaces. Please provide a traffic circulation narrative in the traffic impact statement that provides details regarding the operation of the 27 tandem parking spaces. This should include whether both parking spaces for the tandem spaces will be assigned to the same unit. Please also confirm if the proposed redevelopment will include ADA parking spaces. Kimley Horn & Associates, Inc. 07/30/25 Response: Comment noted. A narrative for the 27 tandem spaces and overall parking operations will be provided under the valet analysis section in the traffic impact study. TCG 08/19/25 Response: This item is still pending future TIS submittal. TCG 09/26/25 Response: Addressed. The traffic impact study includes a narrative that describes the use of the tandem parking spaces through the valet parking operations. A condition of approval will be developed which requires the applicant to complete a post development traffic analysis which will include -a field observation and evaluation of the valet parking operations to confirm the number of required valet attendants per actual field conditions. 12. Please update the Tower Matrix to reflect the appropriate shading for the upper units. The legend reflects the same yellow shading for the upper units as used for the Amenity areas. The upper units shading in the Tower Matrix are a light green. Kimley Horn & Associates, Inc. 07/30/25 Response: This comment is not applicable to the site plan that was provided as part of the traffic methodology in Attachment A. The Tower Matrix was provided under separate cover and will be addressed by others. LSN Law, P.A. 07/30/25 Response: Noted tower matrix colors have been revised. TCG 08/19/25 Response: Addressed. 13. Please provide additional details regarding the proposed marked pedestrian crosswalk being provided at/near the proposed site driveway access points. Please ensure the appropriate pedestrian crossing signage is provided at this pedestrian crossing location due to the close proximity to the proposed site driveway connection to State Road A1A (Collins Avenue). ® CORRADINO.COM 35 I I I I �Y I 1 I J{r it, 4 W LOBBY LEVEL " Kimley Horn & Associates, Inc. 07/30/25 Response: Additional details regarding the proposed marked pedestrian crosswalk including pedestrian crossing signage will be provided under separate cover as part of the civil engineering submittals. LSN Law, P.A. 07/30/25 Response: Please see Sheets C-200 and C-201 for pedestrian crossing signage. TCG 08/19/25 Response: Addressed. 14. Please add the following projects as approved but unbuilt development projects in the Background Traffic methodology section. Please include the committed trips for these projects as background trips in the traffic impact study. • St. Regis Residences, 18801 Collins Ave • Bentley Residences, 18401 Collins Ave A copy of the traffic impact studies can be obtained from the City of Sunny Isles Beach. Kimley Horn & Associates, Inc. 07/30/25 Response: Comment noted. The above - mentioned committed development projects have been included in the updated methodology. TCG 08/19/25 Response: Addressed. This will be cross-checked as part of the TIS review. TCG 09/26/25 Response: Addressed. The traffic impact study includes the committed trips from the approved but unbuilt development projects in the traffic analysis. ® CORRADINO.COM 36 15.There may be future traffic engineering review comments for this application based on any significant revisions to the applicant's redevelopment program in subsequent resubmittals. Kimley Horn & Associates, Inc. 07/30/25 Response: Comment noted. The above - mentioned committed development projects have been included in the updated methodology. TCG 08/19/25 Response: Comment noted. SHARED PARKING ANALYSIS PEER REVIEW 16. Please update the backup calculation for the multimodal factor per the US Census data. The total per Census data is 1618, and the number placed in the calculation is 1681, which is incorrect. Please revise the information in Appendix C. Kimley Horn &Associates, Inc. 11/25/25 Response: No response provided. TCG 12/08/25 Response: Addressed. 17. Please add a footnote to tables in Attachment D that provides specifics regarding the land use used for both residential and cafe for the calculation of the base parking ratios. Fast casual/fast food is being used for the cafe land use. The 3-bedroom residential is being used for Multifamily (high-rise). Kimley Horn & Associates, Inc. 11/25/25 Response: No response provided. TCG 12/08/25 Response: Addressed. CIVIL ENGINEERING PEER REVIEW The City of Sunny Isles Beach has requested that The Corradino Group, Inc. (Corradino) provide a civil engineering peer review of the Miami Beach Club project located at 19051 Collins Avenue in Sunny Isles Beach, FL. 33160. The following are the initial traffic review comments based on the 05/13/25 letter of intent initial submittal: 1. Site Plan: Provide a site plan tying all the proposed improvements to property lines, including new sidewalks, new driveways, new curbs and gutters, ADA ramps, etc. LSN Law, P.A. 07/30/25 Response: All requested items have been included within the plans. ® CORRADINO.COM 37 ❑c TCG 08/19/25 Response: This item is still pending future civil engineering submittal. LSN Law, P.A. 09/10/25 Response: Noted, will be addressed at time of full building permit submittal. TCG 09/26/25 Response: Addressed. A condition of approval will be provided which requires the applicant to provide at the time of full building permit submittal. 2. Site Plan: Provide signing and pavement markings inside the property, including new parking lanes, new parking stalls, new signs, new access ramps, etc. LSN Law, P.A. 07/30/25 Response: Please see sheet C-200 for Signage and Marking Plan for all proposed improvements. TCG 08/19/25 Response: This item is still pending future civil engineering submittal. LSN Law, P.A. 09/10/25 Response: Noted, will be addressed at time of full building permit submittal. TCG 09/26/25 Response: Addressed. A condition of approval will be provided which requires the applicant to provide at the time of full building permit submittal. 3. Architectural Plans: A2.1, A2.2, A2.3, A2.4 • Provide asphalt pavement design. • Provide typical sections for access to the building • Ensure sufficient maneuverability for cars exiting the proposed parking spaces. • Show parking and isles dimensions • Show handicapped parking spaces • Provide calculations for the number of parking spaces • Show ramp dimensions LSN Law, P.A. 07/30/25 Response: Asphalt pavement design is noted in the civil drawings; Section diagrams have been added to Sheet L-300; Parking and isles dimensions as well as handicapped parking spaces and ramp dimensions have been added; calculations for number of parking spaces have been added to chart A1.1 TCG 08/19/25 Response: This item is still pending future civil engineering submittal. LSN Law, P.A. 09/10/25 Response: Noted, will be addressed at time of full building permit submittal. ® CORRADINO.COM 1 38 F TCG 09/26/25 Response: Addressed. A condition of approval will be provided which requires the applicant to provide at the time of full building permit submittal. 4. Architectural Plans: A2.0 • Remove bumper stops of the stack parkings • Provide maneauvarability for cars getting out of the indicated parking spaces. • Show parking and isles dimensions • Show handicapped parking spaces • Show ramp dimensions LSN Law, P.A. 07/30/25 Response: Bumper stops have been removed as needed; all dimensions and handicapped parking spaces have been added. Additionally, maneuverability has been analyzed and depictions have been added to the site plan set as Sheets ME-1, ME-2, and ME-3. TCG 08/19/25 Response: This item is still pending future civil engineering submittal. LSN Law, P.A. 09/10/25 Response: Noted, will be addressed at time of full building permit submittal. TCG 09/26/25 Response: Addressed. A condition of approval will be provided which requires the applicant to provide at the time of full building permit submittal. 5. Civil Engineering Plan Sheets: C-300 • Provide driveway locations, including new curb and gutter limits and new 6" concrete sidewalk limits. • Provide new grading spot elevations. • Provide paving shapes/ground cover • Provide inverts of pipes • Provide drainage patterns • Depth and invert elevations of the new exfiltration trench • Provide drainage report/calculations • Provide MEP plans showing the drainage pipes coming out of the building • Provide injection wells calculations • Provide geotechnical information, regarding soil information, percolation tests, etc • Review notes 8 and 22, as they seem to be similar. • Please check the notes for typo errors LSN Law, P.A. 07/30/25 Response: Acknowledged. Drainage calculations, MEP connections and other items listed will be provided for DERM ERP Stormwater Permit at a later date. ® CORRADINO.COM 39 Kim TCG 08/19/25 Response: This item is still pending future civil engineering submittal. LSN Law, P.A. 09/10/25 Response: Noted, will be addressed at time of full building permit submittal. TCG 09/26/25 Response: Addressed. A condition of approval will be provided which requires the applicant to provide at the time of full building permit submittal. 6. Civil Engineering Plan Sheets: C-400 • Provide existing utility information to confirm connection point and constructability. • Provide a profile view of the proposed connection to confirm relation of the proposed water main to the other utilities. • Provide a meter for the irrigation and the fire service line • Provide MEP plans showing the water and sewer lines coming out of the building • Obtain fire department approval for the fire service locations and type of connection. • Missing callouts for items shown along the fire service line • Missing callouts for pipe lengths • Indicate proper names for the water service line components, including backflow preventer assembly • Update legend • Organize notes to fit all of them in the sheet • Per the Miami -Dade Code of Ordinances: Connection to meet the requirements of the Florida Building Code and the Miami -Dade County Public Works Manual • Provide a profile for the sanitary sewer lateral • Please confirm how the sanitary sewer is connected to the existing sanitary sewer system. • Provide sanitary sewer pipe sizing calculations • Provide calculations for the water main pipe sizing LSN Law, P.A. 07/30/25 Response: Acknowledged. The information listed here will be addressed once MEP coordination has commenced. TCG 08/19/25 Response: This item is still pending future civil engineering submittal. LSN Law, P.A. 09/10/25 Response: Noted, will be addressed at time of full building permit submittal. ® CORRADINO.COM 40 TCG 09/26/25 Response: Addressed. A condition of approval will be provided which requires the applicant to provide at the time of full building permit submittal. 7. Civil Engineering Plan Sheets: ME-1 and ME-2 • Please check vehicle paths showing on these sheets since they are mounting on top of walls & curb and gutters LSN Law, P.A. 07/30/25 Response: Acknowledged. TCG 08/19/25 Response: This item is still pending future civil engineering submittal. LSN Law, P.A. 09/10/25 Response: Noted, will be addressed at time of full building permit submittal. TCG 09/26/25 Response: Addressed. A condition of approval will be provided which requires the applicant to provide at the time of full building permit submittal. 8. General Comments • Power poles in front of the building should be relocated underground LSN Law, P.A. 07/30/25 Response: It is the Applicant's understanding that the City is currently in the process of undergrounding the.power lines on Collins Avenue and that the project is fully capitalized. Notwithstanding, the Applicant acknowledges that it may be asked to assist with the completion of the undergrounding of the powerlines in front of the building if the City's project has not been completed when construction on the project begins. TCG 08/19/25 Response: This item is still pending future civil engineering submittal. LSN Law, P.A. 09/10/25 Response: Noted, will be addressed at time of full building permit submittal. TCG 09/26/25 Response: Addressed. A condition of approval will be provided which requires the applicant to provide at the time of full building permit submittal. ® CORRADINO.COM 41 Privacy Act Statement (5 U.S.C., § 552a(e)(3)): Authority:. Information solicited by the Federal Aviation: Administration (FAA) Obstruction Evaluation/Airport Airspace Analysis (OE/AAA) is authorized by 49 U.S.C. S . . 4471.8 and 471.01 Purpose:.The FAA OE./AAA is an application used to evaluate all structures that may affect the national airspace system and defend against potential hazards to the safety and efficient use of the navigable. airspace. The information collected .is used to allow, a user access to the OE/AAA and to administer the Aeronautical. Study Process. Routine. Uses: 1n accordance with the Privacy Act system of records notice, DOT/ALL . 6. Mailing Managernent System and DOT/FAA 8.26 Petitions for Exemptions, Other than Medical Exemptions this information may be disclosed to officials within the federal government and the public in. general. DOT/ALL 13 Internet/Intranet Activityand Access Records, this information is routinely used; • To: provide information to; anyperson(s) authorized to assist in an approved investigation of improper access or usage of DOT computer . systems,• • To an actualorpotential party or his or her authorized representative for the purpose. of.negotiation or discussion of such. matters as. settlement_ of. the case. or matter, or informal. discovery proceedings; e To contractors, grantees, experts, consultants, detailees, and other non -DOT employees performing or working on a contract, service; grant.cooperative agreement, or other assignment from the Federal government, when necessary to accomplish an agency function related to this system of records; and .• To other government agencies where required by law. Disclosure: Submission of the information is voluntary; however, failure o submit requested information will result in FAA's inability to grant you access to the system and may result in an inability of the FAA to process the notice or administer the. aeronautical study process for theconstruction, alteration, activation,. or deactivation proposed. Failure to Provide All Requested Information May Delay Processing of your Notice FOR FAA USE ONLY U.S. Department of Notice of Proposed Construction or Alteration Aeronautical Study Transportation Federal Aviation Number Administration 2025-ASO-9711-OE CITY op y \SLES� RECEIVED PZ2025-08 9/10/2025 Status: Determined - No Hazard PLANNING & ZONING DEPT. 421 1.Sponsor Name: Attn of: Address: City: State: Zip: Country: Phone: Fax: MB RE Investments, LLC David Ettinger 2850 Tigertail Ave Suite 800 Miami FL 33133 US +1-305-460-9900 2.Sponsor's Representative Name: CAPITOL AIRSPACE GROUP Attn of: CAPITOLAIRSPACE GROUP Address: 6350 Walker Lane Suite 450 City: Alexandria State: VA Zip: 22310 Country: US Phone: +1-1-703-256-2485 Fax: 3.Notice of: New Construction 4.Duration: Permanent (Months:0 Days:O) 5.Work Schedule: 6.Type: High Rise/Sky Scraper 7.Marking/Lighting: Red lights 8.FCC Antenna Registration Number: (if applicable) 9. Latitude: 25 ° 57' 9.51" N 10.Longitude: 807 10.18" W 12.Nearest State: FL County: Miami -Dade 13.Nearest Public Use HWO Airport: (or Military Airport/Heliport) 14.Distance from Airport 43564 ft to Structure: 15.Direction from Airport 113.9° to Structure: 16.Site Elevation (SE): 8 ft 17.Structure Height (AGL): 820 ft 18.Overall Height (AMSL): 828 ft 19.PriorASN (if applicable): 20.Description of Location: Project located at 19051 Collins Avenue, Sunny Isles Beach, FL 33160 21.Description of Proposal: Filing for proposed building development project Located in Sunny Isles Beach, FL. 43 Privacy Act Statement (5 U.S.C. S.552a(e)(3)): Authority Information solicited by the Aviation . Administration (FAA) Obstruction Evaluation/Airport Airspace Analysis (OE/AAA) is authorized by 49 U.S.C. § 44718 and 47101 Purpose: The FAA OE/.AAA is an application: used to evaluate all structures that may affect the national airspace system and defend against potential hazards to the safety. and.efficient. use of the navigable. airspace. The information collected is used to allow: a user access to the OE/AAA and to administer the Aeronautical Study Process;: Routine. Uses: In accordance with the Privacy Act system of records notice, DOT/ALL 14 Mailing Management System and DOT/FAA 826 Petitions for Exemptions, Other than Medical Exemptions this information may be disclosed to officials within the federal government and the public in general: DOT/ALL 13 Internet/Intranet Activity and Access Records, this information is routinely used; • To provide information to: anyperson(s) authorized to assist in an approved investigation of improper. access or usage of DOT computer . systems,• • To an actual or potential party or his or.her authorized representative for the purpose of. negotiation or discussion• of such matters as. settlement, of, the case. or matter, or informal discovery proceedings; a To - contractors, grantees, experts, consultants, detailees, and other non -DOT employees performing or working on a contract, -service, grant cooperative agreement, or other assignment from the Federal government, when necessary to accomplish an agency function related to this system of records; and To other government. agencies where required by law. Disclosure: Submission of the information is voluntary; however, failure to submit. requested information will result in FAA's inability to grant you access to the system and may result in an inability of the FAA to process the notice or administer the aeronautical .study process for the: construction, alteration, activation, or deactivation proposed. Failure to Provide All Requested Information May Delay Processing of your v Notice FOR FAA USE ONLY U.S. Department of Notice of Proposed Construction or Alteration Aeronautical Study Transportation Federal Aviation Number Administration 2025-ASO-9712-OE Status: Determined - No Hazard 441 1.Sponsor 9. Latitude: 25 ° 57' 8.18" N Name: MB RE Investments, LLC 10.Longitude: 807 10.15" W Attn of: David Ettinger 12.Nearest Address: 2850 Tigertail Ave State: FL Suite 800 County: Miami -Dade City: Miami State: FL 13.Nearest Public Use HWO Zip: 33133 Airport: Country: US (or Military Airport/Heliport) Phone: +1 305 460-9900 14.Distance from Airport 43621 ft Fax: to Structure: 15.Direction from Airport 114.1 ° to Structure: 2.Sponsor's Representative ! 16.Site Elevation (SE): 8 ft Name: CAPITOLAIRSPACE 17.Structure Height (AGL): 820 ft GROUP Attn of: CAPITOL AIRSPACE 18.Overall Height (AMSL): 828 ft GROUP 19.PriorASN (if Address: 6350 Walker Lane Suite applicable): 450 City: Alexandria ! 20.Description of State: VA Location: Zip: 22310 Project located at 19051 Collins Avenue, Sunny Country: US Isles Beach, FL 33160 Phone: +1-1-703-256-2485 Fax: 21.Description of Proposal: — - -- - —-------._... Filing for proposed building development project Located in Sunny Isles Beach, FL. 3.Notice of: New Construction 4.Duration: Permanent (Months:0 Days:O) Frequencies: 5.Work Schedule: View Frequencies 6.Type: High Rise/Sky Scraper 7.Marking/Lighting: Red lights 8.FCC Antenna Registration Number: (if applicable) 45 Privacy Act Statement (5 U.S.C.. § 552a(e)(3)): Authority: Information solicited by the Federal Aviation: Administration (FA A).Obstruction Eva luation/AirportAirsp ate Analysis (OE/AAA) is authorized by 49 U.S.C. § 44718.and 471.01 Purpose:.The FAA OE/AAA is an:application used to evaluate all structures that may affect the national airspace system and defend against' potential hazards to the safety andefficient. use of the navigable. airspace. The information collected is used to allow. a user access to the OE/AAA and to administer the Aeronautical. Study Process. `Routine. Uses: In accordance with the Privacy Act system of records notice, DOT/ALL 16. Mailing Management. System and DOT/FAA 8.26 Petitions for. Exemptions, Other than Medical. Exemptions this information may be disclosed to officials within the federal government and the. public in general. DOT/ALL 13 Internet/Intranet Activity and Access Records, this information is routinely used; • To provide information to: any person(s) authorized to assist in an approved investigation of improper. access or usage of DOT computer systems.; To an actual or potential party or his or her authorized representative for the purpose. of negotiation or discussion. of such. matters as settlement of the case, or matter, .or informal discovery proceedings; To contractors; grantees, experts, consultants, detailees, and other non -DOT employees performing or working on A contract, service, grant cooperative agreement, or other assignment from the Federal government, When necessary to accomplish an agency function related to this system of: records, and • To other government . agencies where required by law. Disclosure: Submission ofahe information is voluntary; however, failure :to submit requested information will result in FAA's inability .to grant you access to the system and may result in an inability of the FAA to process the notice or administer the. aeronautical.study process for the construction, alteration, activation,. or deactivation proposed. Failure to Provide All Requested Information May Delay Processing of your Notice FOR FAA USE ONLY U.S. Department of Notice of Proposed Construction or Alteration Aeronautical Study Transportation Federal Aviation Number Administration 2025-ASO-9713-OE Status: Determined - No Hazard 461 1.Sponsor Name: MB RE Investments, LLC Attn of: David Ettinger Address: 2850 Tigertail Ave Suite 800 City: Miami State: FL Zip: 33133 Country: US Phone: +1-305-460-9900 Fax: 2.Sponsor's Representative Name: CAPITOL AI RSPACE GROUP Attn of: CAPITOLAIRSPACE GROUP Address: 6350 Walker Lane Suite 450 City: Alexandria State: VA Zip: 22310 Country: US Phone: +1-1-703-256-2485 Fax: 3.Notice of: New Construction 4. Duration: Permanent (Months:0 Days:O) 5.Work Schedule: 6.Type: High Rise/Sky Scraper 7.Marking/Lighting: Red lights 8.FCC Antenna Registration Number: (if applicable) 9. Latitude: 25 ° 57' 8.17" N 10.Longitude: i 807 11.17" W 12. Nearest i State: FL County: Miami -Dade 13.Nearest Public Use HWO Airport: (or Military Airport/Heliport) 14.Distance from Airport 43536 ft to Structure: 15.Direction from Airport 114.1 ° to Structure: 16.Site Elevation (SE): 8 ft i 17.Structure Height (AGL): i 820 ft 18.0verall Height (AMSL): 828 ft 19.PriorASN (if applicable): 20.Description of Location: Project located at 19051 Collins Avenue, Sunny Isles Beach, FL 33160 21.Description of Proposal: Filing for proposed building development project Located in Sunny Isles Beach, FL. 47 Privacy Act Statement (5 U.S.C. § 552a(e)(3)): Authority: Information solicited by the Federal Aviation Administration (FAA).Obstruction Evaluation./Airport Airspace Analysis (OE/AAA) is authorized by 49 U.S.C. § 44718.and 47101 Purpose:.The FAA OE/AAA is an:app.licatiom used to evaluate all structures that may affect the national airspace system and defend against potential hazards to the safety. and .efficient.use of the navigable. airspace. The.information collected .is used to allow a user access to the OE/AAA and to administer the Aeronautical. Study Process;: Routine. Uses: In accordance with the Privacy Act System of records notice, DOT/ALL. 1.0 Mailing Management. System and DOT/FAA 826 Petitions for Exemptions, Other than Medical Exemptions this .information may be disclosed to officials within the federal government and the.public in. general: DOT/ALL 13 Internet/Intranet Activity and Access Records, this.information is routinely used; • To provide information to anyperson(s) authorized to assist in an approved investigation of improper. access or usage of DOT computer systems; • To an. actual or potential party or his or.her authorized representative for the. purpose of.negotiation or discussion of such. matters as settlement of the case or matter, or informal discovery. proceedings; a To . contractors, grantees, experts, consultants, detailees, and other non -DOT employees performing or working on a contract, service, grant.cooperative.agreement, or other assignment from the Federal government, when necessary to accomplish an agency function related to this system of records; and • To other government agencies where required by law, Disclosure: Submission ofahe. information is voluntary, however, failure:to submit requested information will result in FAA's inability to grant you access to the system and may result in an inability of the FAA to process the notice or administer the: aeronautical. study process for the: construction, alteration, activation, or deactivation proposed. Failure to Provide All Requested Information May Delay Processing of your Notice FOR FAA USE ONLY U.S. Department of Notice of Proposed Construction or Alteration Transportation Aeronautical Study Federal Aviation Number Administration 2025-ASO-9714-OE Status: Determined - No Hazard 481 1.Sponsor 9.Latitude: 25°57' 8.83" N Name: MB RE Investments, LLC ! 10.Longitude: 807 11.79" W Attn of: David Ettinger 12.Nearest Address: 2850 Tigertail Ave State: FL Suite 800 County: Miami -Dade City: Miami State: FL 13.Nearest Public Use HWO Zip: 33133 Airport: Country: US (or Military Airport/Heliport) Phone: +1-305-460-9900 14.Distance from Airport 43458 ft Fax: to Structure: 15.Direction from Airport 114.1 ° to Structure: 2.Sponsor's Representative 16.Site Elevation (SE): 8 ft Name: CAPITOLAIRSPACE 17.Structure Height (AGL): 820 ft GROUP Attn of: CAPITOL AIRSPACE 18.Overall Height (AMSL): 828 ft GROUP 19.PriorASN (if Address: 6350 Walker Lane Suite applicable): 450 City: Alexandria !: 20.Description of State: VA Location: Zip: 22310 Project located at 19051 Collins Avenue, Sunny Country: US Isles.Beach, FL 33160 Phone: +1-1-703-256-2485 Fax: 21.Description of Proposal: Filing for proposed building development project Located in Sunny Isles Beach, FL. 3.Notice of: New Construction 4. Duration: Permanent (Months:0 Days:O) Frequencies: 5.Work Schedule: View Frequencies 6.Type: High Rise/Sky Scraper 7.Marking/Lighting: Red lights ;Letters: 8.FCC Antenna 30/07/2025- DET Registration Number: --------- ---------- --- _....------ - --- - ._. --- -- ------ (if applicable) 49 Privacy Act Statement (5 U.S.C. S. 552a(e)(3)): Authority:. Information solicited by the Federal Aviation Administration (FAA).Obstruction Evaluation/Airport Airspace Analysis (OE/AAA) is authorized by 49 U.S.C. § . 44718.and 471.01 Purpose: The FAA OE/AAA is an application used to evaluate all structures that may affect the national airspace system and defend. against potential hazards to the safety. and efficient.use of the navigable. airspace. The information collected is used to allow a user access to the OE/AAA and to administer the Aeronautical, Study Process. Routine. Uses: 1n accordance with the Privacy Act system of records notice, DOT/ALL 16 Mailing Management System and DOT/FAA 826 Petitions for Exemptions, Other than Medical, Exemptions this information may be disclosed to officials within the federal government and the public in general. DOT/ALL 13 Internet/Intranet Activityand Access Records, this information is routinely used; To. provide information to anyperson(s) authorized to assist in an approved investigation of improper access or usage of DOT computer systems; • To an. actual or potential party or his or.her authorized representative for the purpose of negotiation or discussionof such matters as.settlement_of, the case, or matter, or informal discovery proceedings;. To - contractors, grantees, experts, consultants, detailees, and other non -DOT employees performing or working on a contract, service; grant cooperative.agreement, or other assign merit from the Federal government, when necessary to accomplish an agency function related to this system of records; and • To other government, agencies where required by law. Disclosure: Submission of the information is voluntary; however, faiLure :to submit, requested information will. result in FAA's inability to grant you access to the system and may result in an inability of the FAA to process the notice or administer the aeronautical study process for the construction, alteration, activation, or deactivation, proposed. Q Failure to Provide All Requested Information May Delay Processing of your Notice FOR FAA USE ONLY U.S. Department of - Notice of Proposed Construction or Alteration Aeronautical Study Transportation Federal Aviation Number Administration 2025-ASO-9715-OE Status: Determined - No Hazard 501 -- -- -- - -. 1.Sponsor - - - - - -- . - - - --.. ---------- _- 9. Latitude: 25 ° 57' 9.43" N Name: MB RE Investments, LLC 10.Longitude: 807 11.23" W Attn of: David Ettinger 12.Nearest Address: 2850 Tigertail Ave State: FL Suite 800 County: Miami -Dade City: Miami State: FL 13.Nearest Public Use HWO Zip: 33133 Airport: Country: US (or Military Airport/Heliport) Phone: +1-305-460-9900 ! 14.Distance from Airport 43479 ft Fax: to Structure: 15.Direction from Airport 114° to Structure: 2.Sponsor's Representative 16.Site Elevation (SE): 8 ft Name: CAPITOLAIRSPACE 17.Structure Height (AGL): 820 ft GROUP Attn of: CAPITOLAIRSPACE 18.Overall Height (AMSL): 828 ft GROUP 19.Prior ASN (if Address: 6350 Walker Lane Suite applicable): 450 City: Alexandria 20.Description of State: VA Location: Zip: 22310 j Project located at 19051 Collins Avenue, Sunny Country: US Isles Beach, FL 33160 Phone: +1-1-703-256-2485 Fax: 21.Description of Proposal: Filing for proposed building development project located in Sunny Isles Beach, FL. 3.Notice of: New Construction 4. Duration: Permanent (Months:0 Days:O) Frequencies: 5.Work Schedule: View Frequencies 6.Type: High Rise/Sky Scraper 7.Marking/Lighting: Red lights Letters: B.FCC Antenna ! 30/07/2025 - DET Registration Number: 20/06/2025 - CIR (if applicable) 51 N tp MIAMI INTERNATIONAL AIRPORT Commercial Airport: Miami International Airport General Aviation Airports: Dade•CollierTraining &Transition Airport Miami Homestead General Aviation Airport Miami Executive Airport Miami•Opa Locka Executive Airport December 11, 2025 Ms. Karly Beth Van Dam Capitol Airspace Group, Rep for Continuum Company 6350 Walker Lane, Suite 450 Alexandria, VA 22310 Miami -Dade Aviation Department P.O. Box 025504 Miami, Florida 33102 T 305-876-7000 F 305-876-0948 www.miami-airport.com miamidade.gov RE: Determination Number DN-25-10-4882, Land-Use/Airspace Analysis for the Proposed "Miami Beach Club-19051 Collins Ave" project located at 19051 Collins Avenue, Sunny Isles Beach, FL 33160 (Folio No. 31-2202-016-0001). Dear Ms. Van Dam: The Miami -Dade Aviation Department (MDAD) is in receipt of your submittal for a land- use/airspace analysis and determination for an oceanfront residential building development. The maximum elevations are in feet Above Mean Sea Level (AMSL) / North American Vertical Datum of 1988 (NAVD88) is 828 feet (AMSL) (NAVD88). The site is located at 19051 Collins Avenue, Sunny Isles Beach, FL 33160 (Folio No. 31-2202-016-0001). Land Use Review: Subject to the comments below, the proposed use at this location conforms to Code of Miami -Dade County, Chapter 33, Article XXXVII Airport Zoning, Section 33-333 (A) Land use Compatibility Regulations. Airspace Review: Our review of the plans and data provided finds that the maximum elevations of 828 feet AMSL/NAVD88 for the proposed permanent structures at the referenced location conforms to the requirements of the Code of Miami -Dade County, Chapter 33, Article XXXVII Airport Zoning, Sec. 33-333 (B) Height/Airspace Regulations. M LO Ms. Karly Beth Van Dam December 11, 2025 Page 2 MDAD is in receipt of the Federal Aviation Administration's (FAA) Letters of Determination corresponding to Aeronautical Study Numbers 2025-ASO-971 1 -OE through 2025-ASO-9715-OE, with a maximum height of 828 feet AMSL issued for this structure, for a "Determination of No Hazard to Air Navigation". The FAA's Letters of Determination referencing a maximum elevation of 828 feet AMSL at the proposed location conforms to the Code. AIRSPACE REVIEW TABLE Miami Beach Club-19051 Collins Ave Project 19051 Collins Avenue Sunny Isles Beach, FL 33160 Folio No. 31-2202-016-0001 PROPOSED FAA -Aeronautical Study No. ASN LOC. ID/ ELEVATION ELEV. BLDG LATITUDE LONGITUDE (FEET) EXP. (FEET) ` CORNER (AMSL) STUDY NO. (AMSL) (NAVD88) AVD88 1. 250 57' 09.51" 800 07' 10.18" 828' 2025-ASO-9711-OE 1-30-27 828' 2. 250 57' 08.18" 800 07' 10.15" 828' 2025-ASO-9712-OE 1-30-27 828' 3. 25° 57' 08.17" 80° 07' 11.17" 828' 2025-ASO-9713-OE 1-30-27 828' 4. 250 57' 08.83" 800 07' 11.79" 828' 1 2025-ASO-9714-OE 1-30-27 828' 5. 250 57' 09.43" 800 07' 11.23" 828' 1 2025-ASO-9715-OE 1-30-27 828' Please be advised that in accordance with the Code of Federal Regulation (CFR) Title 14 Part 77, any construction cranes or equipment for this project exceeding 200 feet Above Ground Level (AGL) at this location will also need to be filed by the construction contractor using FAA form 7460-1. The form is available through the FAA website: https://oeaaa.faa.gov where the contractor may "e-file" the information. This office will also need to review and approve the construction heights and locations associated with this construction project, if the crane heights exceeding 200 feet Above Ground Level (AGL). You may file by completing the "MDAD Permissible Crane Height Determination Form" available through this office or our website, http://www.miarni- airport.com/planning_forms_maps.asp. In accordance with FAA requirements, it is required that FAA Form 7460-2, Notice of Actual Construction or Alteration, be e-filed any time the project is abandoned and at least 10 days prior to the start of construction (7460-2, Part 1) and within 5 days after the construction reaches its greatest height (7460, Part 2). Upon completion of this project, MDAD's Aviation Planning, Land -Use and Grants Division must receive a copy of the surveyor's maximum height certificate. No Certificate of Use or Certificate of Occupancy shall be issued by a municipal building official or Miami -Dade County until approval is obtained from this office after certifying that the structure was built no higher than the height approved by this letter. The approval shall be issued by this office after submission of the required information including as -built elevations certified and prepared signed and sealed by a State of Florida licensed surveyor, architect or engineer. Such elevation as -built certification shall be 8.5" x 11" in size and contain an elevation view of as -built certification with V LO Ms. Karly Beth Van Dam December 11, 2025 Page 3 Latitude and Longitude Coordinates in NAD 83 (in degrees, minutes, seconds format with at least 2 decimal places accuracy for the seconds number) noted for the height of the structure and the height of any appurtenances. The height shall also be indicated for the point closest to the airport. The analysis in this letter is based, in part, on the information provided by Ms. Karly Beth Van Dam of Capitol Airspace Group. The architectural elevations and site plan dated September 9, 2025, signed by Sandy Lee Peaceman, R.A. of Cohen, Freedman, Encinosa & Associates. The Survey, dated April 25, 2025, signed by Daniel C. Fortin Jr., P.M.S., of Fortin, Leavy, Skiles, Inc. Which includes specific building and site locations and heights. Any changes in building locations/layouts or heights will void this analysis. Any future construction or alteration, including an increase to heights requires separate notice to the FAA and MDAD. This. determination expires one year from the date of issuance unless extended, revised, or terminated by MDAD's Aviation Planning, Land -Use and Grants Division. Any requests for an extension of the effective period of this determination must be submitted by -the applicant prior to the expiration date. At such time, staff will re-evaluate the application or structure to determine if any significant changes to the structure and/or to the review criteria have occurred. MDAD's Aviation Planning, Land -Use and Grants Division will then decide if the determination in this letter may be eligible for an extension of the effective period. This determination does not constitute MDAD approval or disapproval of the physical development or use involved in the proposal. It is a determination with respect to the safe and efficient use of navigable airspace by aircraft and the safety of persons and property on the ground based on the information provided and the representations made by the applicant's attorney and representatives. The proposed structures and uses are subject to all applicable provisions of the Code. Should you have any questions, please feel free to contact me on 305-876-7036. Respectfully, A c- A 1 Ammad Riaz, P.E. Chief of Aviation Planning C: J. Ramos A. Herrera Eduardo Santamaria, City of Miami Building Department Luis Torres, III, City of Miami Building Department David Snow, City of Miami Planning & Zoning Department Efren Nunez, City of Miami Planning & Zoning Department Kimley»>Horn October 2, 2025 Sunny Isles Beach Public Works 18070 Collins Avenue Sunny Isles Beach, Florida 33160 RE: Project Name: Miami Beach Club 19051 Collins Avenue Drainage Statement Please allow this letter to serve as a preliminary drainage statement for the above -referenced project. Per City of Sunny Isles Beach Application number PZ2025-08, proper water quantity for the site will be provided using drainage wells and exfiltration trench. The proposed development is located at 19051 Collins Avenue, within the City of Sunny Isles Beach with the property being located on the east side of Collins Avenue. Existing Conditions The existing site is approximately 2.0 +/- acres and is currently zoned as Mixed -Use Resort (MUR). This existing site currently operates as a two-story condominium with surface parking and utilizes an existing drainage system with catch basins on the north side of the site. Proposed Conditions The proposed project is being developed for RDBH Sunny Isles Venture, LLC and will consist of a 62-story high-rise development with an associated 2-story structured parking garage. Planned improvements include the installation of new curb and gutter, enhanced landscaping, and the addition of new drainage infrastructure. These enhancements aim to improve pedestrian accessibility, traffic flow, and overall aesthetic appeal of the beach front site. The purpose of this preliminary analysis is to % demonstrate how the proposed storm infrastructure effectively mitigates runoff by providing additional stormwater quantity to exceed the existing storage conditions. The objective of the proposed stormwater management system is to provide adequate flood protection for the proposed project while having zero impact on the existing stormwater system and meet the environmental and regulatory requirements set forth by the federal, state, county, and local governmental agencies. These agencies include the City of Sunny Isles Beach, the Department of Environmental Resources Management (DERM), and South Florida Water Management District (SFWMD). Note that all elevations listed herein are referenced to the National Geodetic Vertical Datum of 1929 (NGVD). Water Table Elevation The design water table elevation of approximately 2.00 ft NGVD was obtained from Geotechnical Report provided by Skyrise on January 23, 2024, see attachment B. 55 Kimley»>Horn Water Quantity The project's preliminary designed stormwater management system provides adequate storage for the proposed conditions. Through the use.of exfiltration trench and drainage wells, the proposed system is designed to reduce runoff volume and meet the water quantity criteria for the design storm event below (see [CPR model and calculations in Attachment A). Water Quality Criteria — Design Storm Events 10-Year, 1-Day Rainfall The post -development runoff from a storm event with duration of 1-day and 10-year return frequency should be completely retained within the proposed stormwater system below the adjacent roadway elevations. Through a preliminary ICPR model and calculations, the maximum stage for the previously mentioned storm event can be seen below: Storm Event Required Max Stage (NGVD) Provided Max Stage (NGVD) 10 Year — 1 Day 7.60 7.32 Conclusion The drainage analysis indicates that the proposed exfiltration trench and drainage well system can provide the required water quantity needed for the proposed development. The drainage wells provide sufficient storage to prevent discharge and staging above the max elevation requirement set forth from a 10-Year 1-Day storm event. Based on this preliminary drainage analysis, the results indicate that the proposed development of the Miami Beach Club project will have no adverse impacts to the neighboring adjacent parcels. Please contact me at (954) 626-8818 or Jeff.Reynolds@kimlev-horn.com should you have any questions or clarifications. Sincerely, Kimley-Horn and Associates, Inc. Jeffrey J. Reynolds, P.E. 56 October 28, 2025 Jeff Reynolds, P.E., Project Manager Kimley-Horn & Associates, Inc. 8201 Peters Road, suite 2200 Plantation Florida, F133324 Re: Letter of Water Availability (revision 1) Project name: Sunny Isles Beach Club Location: 19051 Collins Avenue, Sunny Isles Beach, 17133160 Folio: 31-2202-016-0001 Dear Mr. Reynolds, o® ater city GF \SLESe MAMOd-11 RECEIVED 10/28/25 PZ2025-08 PLANNING & ZONING DEPT. As per your request, this letter shall serve as confirmation that NMB Water is able and willing to serve the above referenced property with water service and with adequate water treatment capacity as of this writing. The project will consist of a 62-story, 145 apartment unit building totaling 524,212 square feet net including a 2,390 square foot restaurant. The estimated average daily flow is 21,965 gallons per day. The property currently has a credit of approximately 14,580 gallons per day for the 108-unit residential complex. The net estimated gallonage increase would therefore be 7,385 gallons per day. The available point of connection to NMB Water's water system is an existing 12-inch water main located along the East side of Collins Avenue. Note: this letter is not our letter of Water Commitment to DERM CORE. Feel free to contact me should you have any questions on this matter. Very truly yours, Karim Rossy Infrastructure Development Manager NMBWater 17050 NE 19t' Avenue . North Miami Beach, Florida 33162 Telephone (305) 948-2980 • NMBWATER.com 57 0 Concurrency Management System (CMS) Miami -Dade County Public Schools Miami -Dade County Public Schools Concurrency Management System School Concurrency Determination MDCPS Application Number: SP3125050600235 Local Government (LG): nny Isles Date Application Received: 5/6/2025 12:2M27 PM LG Application Number: PZ2025-08 Type of Application: Site Plan Sub Type: Redevelopment Applicant's Name: Miami Beach Club Address/Location: 19051 Collins Avenue Master Folio Number: 3122020160001 Additional Folio Number(s): PROPOSED # OF UNITS 145 SINGLE-FAMILY DETACHED UNITS: Q SINGLE-FAMILY ATTACHED UNITS: Q MULTIFAMILY UNITS: 145 CONCURRENCY SERVICE AREA SCHOOLS 92 NORMAN S. EDELCUP/SUNNY ISLES BEACH K-8 ELEM COMP 22 8 8 YES Current SSA 94 NORMAN S. EDELCUP/SUNNY ISLES BEACH K-8 MID COMP 11 4 4 YES Current CSA 7048 ALONZO AND TRACY MOURNING SENIOR HIGH BISCAYNE BAY -248 4 0 NO ICurrent CSA 7048 ALONZO AND TRACY MOURNING SENIOR HIGH BISCAYNE BAY 51 4 ADJACENT•• 4 YES Current CSA Flve Year Plan *An Impact reduction of 3 680/o included for charter and magnet schools Schools of Choice). MDCPS has conducted a public school concurrency review for this application and has determined that it DOES MEET (Concurrency Met) all applicable LOS Standards for a Final Development order as adopted in the local Government's Educational Element and incorporated in the Interlocal Agreement for Public School Facility Planning in Miami -Dade County. Master Concurrency Number: MA3125050600235 Total Number of Units: ,145 Issue Date: 5/6/2025 4:00:58 PM Expiration Date: 5/6/2026 4:00:58 PM Capacity Reserved: AeSntary:8 / Middle:4 / Seni : IMDCPS MDCPAdministrator Authorized Signature 1450 NE 2 Avenue, Room 525, Miami, Florida 33132 / 305-995-7285 / concurrency@dadeschools.net 'ITY OF y \SLEsLn e ddl N/W/11 RECEIVED PZ2025-08 5/13/2025 PLANNING & ZONING DEFT. 58 M IAM 1•DADE LWOCAM miamidade.gov December 15, 2025 Jeff.Reynolds@kimley-horn.com Jeff Reynolds 8201 Peters Rd Plantation FL 33324 Re: Water and Sewer Availability for Project Miami Beach Club LOA Number:2026 - 2898 To Whom It May Concern: Water and Sewer PO Box 330316.3575 S. Lejeune Road Miami, Florida 33233-0316 T 786-268-5360 F 786-268-5150 This letter is in response to your inquiry regarding water and/or sewer availability for the construction and connection of the following: Property Information Folio # Subdivision Lot Block Address . 3122020160001-- Types of Units to be Constructed Construction connection charges and connection charges shall be determined once the developer enters into an agreement for water and sewer service, provided the Department is able to offer those services at the time of the developer's request. Information concerning the estimated cost of facilities must be obtained from a consulting'engineer. All costs of engineering and construction will be the responsibility of the developer. Easements must be provided covering any on -site facilities that will be owned and operated by the Department.'' Please be advised that the right to connect the referenced property to the Department's sewer system is subject to the terms, covenants and conditions set forth in court 'orders, judgments, consent orders, consent decrees and the like entered into between the County and the United States, the State of Florida and/or any other governmental entity, including but not limited to, the Consent Decree entered on April 9, 2014, in the United States of America, State of Florida and State of Florida Department of Environmental Protection v. Miami -Dade County, Case No. 1:12-cv-24400-FAM, as well as all other current, subsequent or future enforcement and regulatory actions and proceedings. This letter is for informational purposes only and conditions remain in effect for thirty (30) days from the date of this letter. Nothing contained in this letter provides the developer with any vested rights to receive water and/or sewer service. The availability of water and/or sewer service is subject to the approval of all Page 1 of 5 59 applicable governmental agencies having jurisdiction over these matters. When development plans for the subject property are finalized, and upon the developer's request, the Department will prepare an agreement for service, provided the Department is able to offer those services at the time of the developer's request. The agreement will detail requirements for off -site and on -site facilities, if any, points of connection, connection charges, capacity reservation and all other terms and conditions necessary for service in accordance with the Department's rules and regulations. Attached please find the Points of Connection (POC) Memo. If you need further assistance in this matter, please contacts us. Very truly yours, Maria Capote Utilities Supervisor Page 2 of 5. 60 MIAMI•QADE miamidade.gav POINT OF CONNECTION Water and Sewer PO Box 330316 •3575 S. Lejeune Road Miami, Florida 33233-0316 T 786-268-5360 F 786-268-5150 N.A.- City of NORTH MIAMI BEACH water service area (NOT M-D W.A.S.D.). Therefore, the developer shall contact the City of North Miami Beach to determine water availability, capacity, and requirements for water service. In other words, M-D W.A.S.D. does not provide water service in this area, and we do not have records of their water system and water service locations. -VERY IMPORTANT NOTE TO DEVELOPER/ ENGINEERS/ M-D W.A.S.D.'s NEW BUSINESS: Because the water service/ meter will be provided by the City of North Miami Beach, it is important to verify that the developer's property is connected to N. Miami Beach water before allowing sanitary sewage discharge into M-D W.A.S.D.'s sewer system. Water Basin No Water Basin Name N/A Water Basin Rate 0.00 Additional Service Program -WATER No Number of Residences - WATER Page 3 of 5 61 Oversizing Credit 1 70o1 SEWER: The developer shall connect to an existing twenty-four (24)-in gravity sewer main (ES349-5) in Collins Ave, abutting the western boundary of the property. Since this is a LOA, a Gravity Sewer Capacity Analysis was not performed at this time. At the time this project applies for an agreement, the necessary analysis will be performed. Please be advised that upgrades to the sewer system might be required depending on the results of the analysis Sewer Collection provided feedback for permission to connect to the 24-inch sewer main on 12/10/2025 Sewer Basin No Sewer Basin Name N/A Sewer Basin Rate 0.000.00 Additional Service No Program -SEWER Number of Residences - SEWER Gravity Sewer Oversizin Credit No Force Main No Oversizin Credit Page 4 of 5 62 ;III 'iIa61EvIllI10MI Existing Public PS New Pump Station No New generator, including building N/A Existing Pump Station improvement N/A Pump Station Number 30-0301 Proposed N.A.P.O.T. hours 8.15 Pump Station Status OK: OK PREPARED BY: APPROVED BY: Amarilis T. Herrera Rodriguez Maria Capote Printed Name of Reviewer Printed Name of Supervisor Page 5 of 5 63 'M OF y \S LES RECEIVED PZ2025-08 1214125 PLANNING & ZONING DEPT. December 2, 2025 RE: Capacity for Waste Services at 19051 Collins Avenue in Sunny Isles Beach (145 Units and Other Residential Common Areas) To the plan reviewer/ David Ettinger: WastePro USA has reviewed the information for the above -mentioned location and agrees with the solid waste and capacity analysis. This approval is based on clear access to the dumpsters on the dock area, as what it appears to be in the site plan. Approximately 1,000 cubic yards of trash can be picked up per month from this building and Waste Pro is fully capable of handling the waste removal. Waste Pro has the capability to process the waste and our designated facility and the final disposal location has the capacity to receive and process the material once transferred. To clarify, if the formula of the 7 pounds of trash per unit is calculated in a 30 day month, that is 210 Ibs per month generated. There are on average 150 pounds per yard in average residential waste. That is only 1.4 yards generated per month of garbage in each unit. If there are 145 units, the yardage needed to be picked up per month is 203, then restaurant waste can be added (for example 6,000 Ibs in one month from 100 meals produced per day, equals 40 yards) and the number is still well below the aforementioned 1,000 yards. If you have any questions, please do not hesitate to call us to discuss. Thank you, David Perez WastePro USA Regional Sales Manager 954-668-6100 64 r-IR ) `&5 LSN L AWP. A. Tracy R. Slavens, Esq. +1305-673-2585 tslavens@lsnlaw.com October 3, 2025 Amy Canales, AICP Planning & Zoning Director City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 acanales@sibfl.net Re: Applications for Site Plan Approval (with Bonuses) and TDRs MB RE INVESTMENTS, LLC 19051 Collins Avenue (31-2202-016-0001) Dear Ms. Canales: This firm represents MB RE INVESTMENTS, LLC, ("Applicant") in connection with the subject applications for site plan approval (with Bonuses) and related approval of Transferrable Development Rights (TDRs) (collectively, the "Applications") for the property it owns located at 19051 Collins Avenue (Folio: 31-2202-016-0001) ("Property") in the City of Sunny Isles Beach ("City"). Applicant is a joint venture between Dezer Development and Related Group, both of which are successful developers of high quality multifamily residential projects throughout the region, including several landmark developments within the City. The Property is zoned MUR - Mixed Use Resort and has a Future Land Use designation of Mixed -Use - High Density Resort. The Applications propose to replace the aging "Miami Beach Club Motel" with a new, thoughtfully designed 62-story, 145 unit multifamily development with state-of-the-art amenities and ample parking ("Project"). The plans for the Project enclosed with the Applications ("Plans"), including but not limited to architectural sheets prepared by Cohen Freedman Encinosa & Associates Architects, P.A. and landscaping sheets prepared by Enea Landscape Architecture Inc., conform with the restrictions and requirements of the City's land development regulations ("LDRs"). The Project is designed with a single, slender tower building that is elegant in its classical appearance and maximizes spacing from adjacent buildings. The orientation of the building enhances view corridors from Collins Avenue to the ocean and features long-range views from its units. The thoughtful building placement and design profile allows for significant outdoor amenity space throughout the balance of the Property. Specifically, the Project includes sprawling "sunset" amenities located on the west side of the building facing Collins Avenue such as a padel ball court, water features, a sculpture garden, and a raised pool deck. The Project also 65 Page 2 includes impressive "sunrise" amenities on the east side of the building facing the ocean such as a large lap pool, outdoor spa facilities, cabanas, outdoor seating, and a lawn area transitioning to beach access. Lush landscaping and thoughtful hardscapes encourage pedestrian activity in a park -like atmosphere throughout the Property, including from Collins Avenue on the west over to the natural boundary of the Atlantic Ocean on the east. The Project will utilize the MU-R Bonus program and City TDRs in order to achieve the proposed design. Section 265-35.D.(9)(c) of the Code allows projects in MU-R zoning to exceed 50 units per acre and 2.50 FAR through Bonuses by contributing to certain City -recognized public benefit bonus initiatives through financial contributions and physical improvements, all of which the Project satisfies as detailed in the Plans. Specifically, Section 265-35.D.(10)(e)(1) of the Code states that "for each floor area ratio increase of 0.02 achieved through the ... [fJloor area ratio bonuses, an increase of one residential dwelling unit per acre shall be granted to a maximum of 80 units per acre." The Project proposes 145 Dwelling Units, which equates to approximately 73 units per acre. Accordingly, Project Density can be satisfied entirely through a combination of base density and Bonuses. Approximately 1.38 FAR of Project intensity will be satisfied through TDRs. As described above, the Property is assigned a Future Land Use designation of "Mixed -Use - High Density Resort," which is an eligible receiver land use category for TDRs. Applicant proposes to utilize City TDRs for the Project. A breakdown of proposed project density and intensity relative to base, Bonuses, and TDRs is as follows: MAX PROPOSED MAX UNITS PROPOSED UNITS FAR FAR BASE 50 X 2.012=100 6 100 2.5 X 87,661=219,152.5 SF 2.5 X 87,661=219,152.5 SF BONUS 2.1 X 87,661 =1 84,088.1 SF 2.1 X 87,661=184,088.1 SF 30 X 2.012= 60.36 45 TDR -30% 1.38 X 87,661= 120,972.2 SF 1.38 X 87,661= 120,972.2 SF 24 X 2.012= 48.288 0 TOTAL 5.98 X 87,661= 524,212.8 SF 5.98 X 87,661= 524,212.8 SF 104 X 2.012= 209.248 145 145/2 , 012=73 UNITS PR ACRE A breakdown of the requested Bonuses expressed in terms of FAR only is as follows: FA.R. Calculation Bonus Units FAR- . Ad] FAR FAR Gross SF Code Base FA.R. 0 2.5 2.5 219,352.50 Beach Access Bonus 1 0.1 0.1 8,766.10 Bonus/sect 265-351i)(9)(C][3][a] Public Oceanfront Park & Open Space Enhancement Bonus 1 0.2 0.2 17,532.20 Bonus/sect 265-35D(9)(CI[5] Beach Access Trust Fund Contribution Bonus 4 0.05 0.2 17,532.20 Bonus/sect 265-35D(9)(0311b] Public Beach Recreational Enhancement Bonus 12 0.05 0.6 52,596.60 Bonus/sect 265-35D(9)(C)[2] Collins Avenue Public streetscape Enhancements Bonus 12 0.05 0.6 52,596.60 Bonus/sect 265-351)(9)(0[31 Sunny Isles Public Parking Bonus 4 0.05 0.2 17,532.20 Bonus/sect 265-35D(9)(C)[4] Educational& Cultural infrastructure Bonus 4 0.05 0.2 17,532.20 Bonus/sect 265.351)(9)(CII6] Total 38 1 3.05 1 4.6 1 403,240.60 C*a Page 3 The Project - is consistent with the goals, policies and objectives of the City's Comprehensive Plan. The Plans meet all applicable site plan requirements, site development standards, and bonus criteria set forth in Sections 265-18 and 265-35 of the City Code, including internal site vehicular circulation, ingress and egress, conformance with the character of development in the surrounding area, general layout of the site, architectural design of the structures. The Project has an anticipated construction cost of approximately $294,000,000 and completion date of December, 2031. The Project complements and elevates the area's current built environment while simultaneously promoting economic development — including job creation and tax -base enhancement — through significant private reinvestment in an otherwise underutilized Property. In addition to the main Site Plan and TDR approval requests described in detail above, the Application requests several lesser related approvals including to allow future construction fence graphics as further described in the Plans and shared parking between the main multifamily use and related private amenities, as further described in the Parking Study enclosed with the Application. Applicant will satisfy the City's Art in Public Places requirements prior to issuance of Certificate of Occupancy/Completion for the Project. The LDRs permit deviation from the City's default Development Order deadline timeframes upon request. Similarly, the LDRs permit payment of the TDR Bonuses over time rather than at building permit issuance. Accordingly, Applicant requests up to 5 years from approval of the Applications to "utilize" the approval and obtain a building permit and begin construction as further described in Sections 265-11(L) and 265-11(N)(2) of the Code, and up to 5 years from issuance of a building permit to complete development as further described in Section 265-11(N)(5) of the City Code. Applicant also requests approval to issue payment of the TDRs and Bonuses over time rather than at building permit as permitted by Sections 265-23G(1)(d) and 265-11(M). Further, Applicant hereby agrees to voluntarily waive the statutory development order review deadlines set forth in Section 166.033, Florida Statutes. Please find enclosed with the Applications various required supporting documents and materials. We request your favorable review of the Applications. Should you have any questions or concerns, please do not hesitate to contact me. Thank you in advance for your attention to this matter. Respectfully submitted, LSN Law, P.A. Tracy%Rav�ens cc: Wesley Hevia, Esq., LSN Law, P.A. Lizbeth Bueno, LSN Law, P.A. 67 PUBLIC HEARING APPLICATION Hearing # Date Received Folio Number F. *FLOE 5 C'TY OF SUN PTV I Proposed Project Name: Miami Beach Club 2. Name of Applicant MB RE Investments, LLC CITT OF y \SLESe JJ«%r RECEIVED PZ2025-08 1 /5/2026 PLANNING & ZONING DEPT. a. If applicant is the owner, give name exactly as recorded on deed. b. If applicant is lessee, attach copy of valid lease of one (1) year or more and Property Owners Sworn -to -Consent. C. If applicant is a corporation, partnership, limited partnership, or trustee, a separate Disclosure of Interest form must be completed. 3. Applicant Mailing Address 2850 Tigertail Ave, Suite 800 City Miami State FL Zip 33133 Tel. # (during working hours) c/o 305-673-2582 e-mail c/o tslavens@lsnlaw.com 4. Name of Property Owner MB RE Investments, LLC Mailing Address 2850 Tigertail Ave, Suite 800 City Miami State FI Zip 33133 Tel. # (during working hours) c/o 305-673-2582 e-mail c/o tslavens@lsnlaw.com 5. Contact Person Tracy Slavens Esq. Mailing Address 3800 NE 1 st Ave Suite 200 City Miami State FI Zip 33137 Tel. # (during working hours) 305-673-2582 a -mail tslavens@lsniaw.com 6. LEGAL DESCRIPTION OF THE PROPERTY COVERED BY THE APPLICATION 7 8 a. if subdivided, provide lot, block, complete name of subdivision, plat book and page number. b.if metes and bounds description, provide complete legal description (including section, township and range). c. if separate request apply to different areas, provide the legal description of each area covered by a separate request. d.attach a separate, typed sheet if necessary. Verify the legal description is correct. Please see attached Exhibit A Address or location of subject property: 19051 Collins Avenue Size of property: X. ft. acres 2.012 City of Sunny Isles Beach Public Hearing Application Package Page 4 of 23 68 9. Date subject property acquired Dor leased day of term of lease N/A years/months. 10. Does property owner own contiguous property to the subject property? If so, give complete legal description of entire contiguous property. (If lengthy, please type on a sheet labeled "Contiguous Property". N/A 11. Is there an option to purchaser lease []the subject property or property contiguous thereto? DYes or DNo If yes, who are the potential purchasers or lessees? (Complete section of Disclosure of Interest form also). N/A 12. Present Zoning classification (s): Mixed Use - Resort District (MU-R) 13. REQUEST (S) COVERED UNDER THIS APPLICATION: Please check the appropriate box and give a brief description of the nature of the request in the space provided: ❑ Comprehensive Plan Amendment ❑ District Boundary Change (s) o Site Plan Approval ❑ Conditional Use ❑ Variance ❑ Plat Approval o Transfer Development Rights ❑ Vested Rights ❑ Appeals ❑ Other: 14. Has a public hearing been held on this property within the last year and a half? ❑ yes vi no If yes, applicants name. Date of Nature of hearing Decision of Resolution # City of Sunny Isles Beach Public Hearing Application Package Page 5 of 23 69 15. Is this hearing being requested as a result of violation notice?[] yes 17"no If yes, give name to which violation notice was served Nature of violation 16. Are there any existing structures on the property? M yes M no If yes, briefly describe Residential building. 17. Is there any existing use on the property? E] yes ❑ no If yes, what is the use and when was it established? U3e Residential Established 1981 City of Sunny Isles Beach Public Hearing Application Package Page 6 of 23 70 RESPONSIBILITIES OF THE APPLICANT PLEASE READ CAREFULLY BEFORE SIGNING I hereby acknowledge that I am aware of the preliminary review of plans of the proposed project by the Department of Environmental Protection (DEP), and/or the Department of Environmental Resources Management (DERM), the Florida Department of Transportation (FDOT). In addition, the Miami -Dade County Fire Department (MDFD) for the staging area of the proposed project along with the Miami -Dade County Biscayne Bay Shoreline Development Review Committee will review and comment for approval all development applications. These comments sometimes include. requirements for an additional public hearing before (DERM) and the Environmental Quality Control Board, (EQCB) in the preparation and execution of agreements to run with the land, which are recorded, prior to obtaining a building permit. I understand that is my responsibilities as the applicant or applicants representative to promptly follow through with the compliance of DEP, DERM, MDFD, and /or Florida Department of Transportation FDOT requirements or to advise this office in writing if the application will not go forward and may be considered withdrawn. Contact with the above -mentioned agencies is advised during the hearing process. Permit requirements: I also understand that the Florida Building Code, DEP, DERM, MDFD, and /or Florida Department of Transportation FDOT may contain requirements that affect my ability to obtain a required building permit for my project, even if the zoning application is approved at public hearing. I am aware that a Building Permit is required for all construction and that I am responsible for obtaining the required permit, all required inspections, the Certificate of Use and Occupancy or Certificate of Completion for any and all structures and additions whether proposed or existing without permits. Additionally I am aware a Certificate of Use and Occupancy must be obtained for the use of the property, if approved at a Zoning Hearing and that failure to obtain the required permits and/or Certificates of Completion, Use and Occupancy will result in the initiation of enforcement action against the occupant and owner. 1 further understand that submittal of Zoning Hearing application will not necessary forestall enforcement action against the property. Fees: I understand that the hearing fees paid at the time of filing may not be the total cost of the hearing and that I will be advised of any other fees that can associated with th ublic hearing application. Signature Eric Fordin, Authorized Representative Print Name Notary: Sworn to and subscribed before me this (" day of Notary Publ c-State of Florida City of Sunny Isles Beach BETSYCOURSHON P MY COMMISSION # HH 320973 '•,,%e ,. EXPIRES: November2, 2020 My commission expires Public Hearing Application Package Page 17 of 23 71 STATE OF_ COUNTY OF. OWNERSHIP AFFIDAVIT FOR CORPORATION Public Hearing No. Before me, the undersigned authority, personally appeared Eric Fordin hereinafter the Affiant (s), who being first duly sworn by me, on oath, deposes and says: 1. Affiant is the authorized representative president, vice-president or CEO of the MB RE Investments, LLc Corporation, with the following address: 2. The Corporation owns the property, which is the subject of the proposed hearing. 3. The subject property is legally described as: See attached Exhibit A 4. Affiant is legally authorized to file this application for public hearing: 5. Affuant understands this affidavit is subject to the penalties of law for perjury and the possibility of voiding of any zoning granted at public hearing. 6. Affiant understands that the matters attached to and made part of the application are honest and true to the best of my knowledge and belief. I understand this application must be complete and accurate before the application can be submitted and the hearing advertized. 1h _ I.: T.a - . a to t Name Signature Print Name Sworn to and subscribed before me on the day of Affiant is personally known to me or has produced _ Identification. Commission Expires: Ypv •.. SHILAMNIEVES `: Notary Public State of Florida Commission # HH 288903 M Comm. E�i fires Juf 17, 2016 oFF. Y P Bonded through National Notary Assn. City of Sunny Isles Beach Public Hearing Application Package ��" q"'e' Affiant's Signature -45flG b✓t V1 Print Name Notary 20,Qg, Page 9 of 23 72 DISCLOSURE OF INTEREST If the property which is the subject of the application is owned or leased by a CORPORATION list the principal stockholders and principal officers or stockholders consist of anoth�dh (s), trustee (s), partnership (s) or other similar entities, further disclosures shall be r disclosures the identity of the individual (s) (natural persons having the ultimat nership interest in the aforementioned entity). Corporation Name Percentage of Stock If the property which is the subject of the application is owned or leased by a'LIMITED LIABILITY COMPANY list the members or stockholders consist of another corporation (s), trustee (s), partnership (s) or other similar entities, further disclosures shall be required which disclosures the identity of the individual (s) (natural persons having the ultimate ownership interest in the aforementioned entity). MB RE INVESTMENTS, LLC LLC Name Name, Address and Office Percentage of Stock See attached City of Sunny Isles Beach Public Hearing Application Package Page 14 of 23 73 NAME. ADDRESS AND OFFICE (if applicable) Percentage of Interest Date of If any contingency clause or contract terms invo additional parties, list all individuals or officers, if a corporation, partnership or trust. For changes of ownership or changes in contracts for purchase subsequent to the date of the a ication, but prior to the date of final public hearing, a supplemental disclosure of interest shall be filed. ......................................................................................................................... The above is a full disclosure of all parties of interest in the application to the best of my knowledge and belief. Signature: fl�4 (Applicant) Eric Fordin, AuftrLed Represente:ive for MB RE Investments, LLC Sworn to and subscribed before me, This l f, day of t ,! ,.s , 20 '3 L4 ` ```�^ 4pe.n- •., BETSYCOURSHON Notary Public, tate of Florida at Large `:«= MYCOMMISSION � HH 32IM3 EXPIRE$. November $ 2026 My Commission Expires- * Disclosure shall not be required of any entity; the equity interest is which are regularly traded on an established securities market in the United States or other country; or any entity, the ownership interest of which are held in a limited partnership consisting of more than 5,000 separate interest and where no one person or entity holds more than a total of 5% of the ownership interest in the limited partnership. Public Hearing N City of Sunny Isles Beach Public Hearing Application Package Page 16 of 23 74 ExhibitA LEGAL DESCRIPTION: The North 200 feet of Tract "E", AMENDED PLAT NORTH BISCAYNE BEACH, according to the plat thereof as recorded in flat Book 44 at Page 42 of the Public Records of Ml-ami—Dade County. Florida. And that portion of upland lying East of said North 20D feet of Trait "E" described as follows: Bounded an the North by the Easterly extension of the North line of said Tract '"E Bounded on the South by the South line of the North 200 feet of said Tract "E", Bounded on the West by the East line of said Tract "E" and Bounded on the East by the Erosion Control Lane of the Atiorat%c Ocean per }slat recorded in Plat Book 134 at Page 47 of the Public Records of Miomi—Dade County, Florida. 75 EXHIBIT A MB RE INVESTMENTS, LLC Name Address (Country) Country of Formation (or ;,. `. Percentage of Ownership . Entity Prmcipal Office ; Nationality); , ,.. NAME'AND ADDRESS OF LIMITED:LIABILITV COMPANY MB RE 2850 Tigertail Avenue United States (Florida) INVESTMENTS, Suite 800 LLC Miami, Florida 33133 " 'OWNERSHIP THROUGH MB RE INVESTMENTS, LLC MBC RE 2850 Tigertail Avenue United States (Florida) 100% HOLDINGS, LLC Suite 800 Miami, Florida 33133 OWNERSHIP THROUGH MBC RE HOLDINGS`LLC RDBH SUNNY 2850 Tigertail Avenue United States (Delaware) 100% ISLES VENTURE, Suite 800 LLC Miami, Florida 33133 OWNERSHIP THROUGH RDBH SUNNY ISLES VENTURE, LLC BLFO MBC See Exhibit B Attached United States (Delaware) 75% MEMBER LLC hereto and made a part hereof. PRH-DEZER MBC 2850 Tigertail Avenue United States (Florida) 25% RE VENTURE, LLC Suite 800 Miami, Florida 33133 OWNERSHIP THROUGH PRH DEZER MBC VENTURE LLC, BH-PRH MBC 2850 Tigertail Avenue United States (Delaware) 66.67% VENTURE, LLC Suite 800 Miami, Florida 33133 DEZER MBC RE 18001 Collins Avenue United States (Florida 33.33% HOLDINGS, LLC 31s1 Floor Sunny Isles Beach, FL 33160 OWNERSHIP THROUGHBH=PRH MBC VENTURE LLC BH SUNNY ISLES 2999 NE 1915C Street, PH 2 United States (Delaware) 50% INVESTMENT LLC Aventura, Florida 33180 PRH MBC RE 2850 Tigertail Avenue United States (Florida) 50% INVESTMENTS, Suite 800 LLC Miami, Florida 33133 OWNERSHIP THROUGH'DEZEWMBC RE HOLDINGS, LLC LESLIE 18001 Collins Avenue United States, Florida 33.33% DEZERTZOV STAR I" Floor TRUST Sunny Isles Beach, FL 33146 GIL DEZERTZOV 18001 Collins Avenue United States, Florida 33.33% STAR TRUST 3 1 " Floor Sunny Isles Beach, FL 33146 ESTEE DEZERTZOV 18001 Collins Avenue United States, Florida 33.33% STAR TRUST 315Y Floor Sunny Isles Beach, FL 33146 OWNERSHIP THROUGH BH SUNNY ISLESINVESTMENT LLC ; BH SUNNY ISLES 2999 NE 191" Street United States (Delaware) 100% HOLDINGS LLC PH 2 Aventura, Florida 33180 OWNERSHIP THROUGII,BH SUNNY,ISLES HOLDINGS LLC BH WORDWIDE 2999 NE 19151 Street United States (Delaware) 100% REAL ESTATE PH 2 EIN 985-3034667 HOLDINGS LLC Aventura, Florida 33180 76 OWNERSHIP THROUGH, BH WORLDWIDE REAL ESTATEMOLDINGS LLC Yizhak and Liat 16901 Collins Avenue, Unit Passport No. 35568463(Yizhak) 99.9% Toledano, as tenants by the entirety PH 5503, Sunny Isles Beach, Florida 33160 Passport No. A07998623 (Liat) OWNERSHIP THROUGH;PRH MBC RE INVESTMENTS, LLC PRH INVESTMENTS, 2850 Tigertail Avenue United States (Florida) 100% LLC Suite 800 Miami, FL 33133 "OWNERSHIP THROUGH PRH INVESTMENTS; LLC PRH RELATED 2850 Tigertail Avenue United States (Florida) 100% HOLDINGS, LLC Suite 800 Miami, FL 33133 OWNERSHIP THROUGH pRII RELATED HOLDINGS, LLC PEREZ ROSS 2850 Tigertail Avenue United States (Florida) 100% HOLDINGS, LLC Suite 800 Miami FL 33133 OWNERSHIP THROUGH PEREZ ROSS HOLDINGS; LLC JORGE M. PEREZ 2850 Tigertail Avenue United States 100% HOLDINGS, LTD Suite 800 Miami, Florida 33133 OWNERSHIP THROUGH JORGE M. PEREZ HOLDINGS, LTD., Jorge M. Perez 2018 2850 Tigertail Ave. United States 98% Family Trust Suite 800 Miami, Florida 33133 77 EXHIBIT B BLFO MBC MEMBER LLC Name Address (Country); Conntry ofFormatioq (or;;" Percentage of . Entity: Principal Office. Nationality), Ownership NAME AND ADDRESS OF LIMITED LIABILITY COMPANY BLFO MBC 1100 S. Federal Highway United States (Delaware) MEMBER LLC Suite 9536 Deerfield Beach, FL 33441 OWNERSHIP THROUGH BLFO MBC MEMBER LLC GFC INVESTMENTS Amicorp Bahamas Bahamian 35% LIMITED Management Limited, Bahamas Financial Centre, 3rd Floor, Shirley and Charlotte Streets, P.O. Box 4865, Nassau, The Bahamas AFC Amicorp Bahamas Bahamian 35% INTERNATIONAL Management Limited, LIMITED Bahamas Financial Centre, 3rd Floor, Shirley and Charlotte Streets, P.O. Box 4865, Nassau, The Bahamas FFDC Amicorp Bahamas Bahamian 10% INTERNATIONAL Management Limited, LIMITED Bahamas Financial Centre, 3rd Floor, Shirley and Charlotte Streets, P.O. Box 4865, Nassau, The Bahamas LFC Investments Amicorp Bahamas Bahamian 10% Limited Management Limited, Bahamas Financial Centre, 3rd Floor, Shirley and Charlotte Streets, P.O. Box 4865, Nassau, The Bahamas EFC Investments Amicorp Bahamas Bahamian 10% Limited Management Limited, Bahamas Financial Centre, 3rd Floor, Shirley and Charlotte Streets, P.O. Box 4865, Nassau, The Bahamas OWNERSHIP THROUGH GFC INVESTMENTS LIMITED GFC VENTURES CARRE TRUST (BVI) BVI 100% LIMITED LIMITED, Carre Chambers, P.O. Box 260, Road Town, Tortola, British Virgin Islands, VG I10 78 OWNERSHIP THROU,GIi AFC IN TERNATIONAL`,I:IMITED AFC VENTURES CARRE TRUST (BVI) BVI 100% LIMITED LMTED, Carr6 Chambers, P.O. Box 260, Road Town, Tortola, British Virgin Islands, VGII10 "OWNERSHIP THROUGH FFDC INTERNATIONAL LIMITED Flavia Ferreira da Rua Santana, 102, apt 1301, Brazilian 100% Costa Casa Forte, Recife, (Beneficial Owner) Pernambuco 52060-460 OWNERSHIP THROUGH LFC INVESTMENTS LIMITED Lavinia Ferreira da Av. Boa Viagem, 1662, Apt Brazilian 100% Costa 2401, Boa Viagem, Recife (Beneficial Owner) Pernambuco 51111-000 OWNERSHIP 11THROUGH:EFC EWES TIVIENTS LIMITED Eduardo Ferreira da Av. Boa Viagem, 4798, apt Brazilian 100% Costa 1601, Boa Viagem, Recife, (Beneficial Owner) Pernambuco 51021-000 OWNERSHIP THROUGH GFC VENTURES LIMITED Guilherme Ferreira da Av. Boa Viagem, 1642, Apt Brazilian 92.56% Costa 2701, Boa Viagem, Recife, Pernambuco 51111-000 OWNERSHIP THROUGH AFC VENTURES LIMITED Andre Ferreira da Av. 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W 2 § $Z03 na"0 ECOWBevOM It _m ° III III II i II �I �I 3 �c �p e II III ill m �� II II III I I 1 I II !II I� 11- II, N III; ill' Ili IIIIll 0 III J U O > rn I > N N o � i I i 1 I'. 1 1 3�N3AV SNI-7 7o Traffic Impact Analysis for Submittal to the City of Sunny Isles Beach 19051 COLLINS AVENUE DEVELOPMENT SUNNY ISLES BEACH, FLORIDA Kimley>>> ©2025 Kimley-Horn a September 2025 044800034 GITY Op y \SLES� RECEIVED PZ2025-08 9/10/2025 PLANNING & ZONING DEI Traffic Impact Analysis for Submittal to the City of Sunny Isles Beach 19051 COLLINS AVENUE DEVELOPMENT SUNNY ISLES BEACH, FLORIDA Prepared for: RDBH Sunny Isles Venture, LLC Prepared by: Kimley-Horn and Associates, Inc. Kimley))) Horn 02025 Kimley-Horn and Associates, Inc. September 2025 044800034 .94�'-.--- p� • No. 90968 -o STATE OF '�rrr+nrnnu►o�� Derek Jeffrey d'Adesky, P.E. Florida Registration Number 90968 Kimley-Horn and Associates, Inc. 8201 Peters Road, Suite 2200 Plantation, FL 33324 This item has been digitally signed and sealed by Derek Jeffrey d'Adesky, P.E., on the date adjacent to the seal. Signature must be verified on any electronic copies. 134 Kimlep Horn Traffic Impact Analysis EXECUTIVE SUMMARY RDBH Sunny Isles Venture LLC is proposing to develop the property located at 19051 Collins Avenue in Sunny Isles Beach, Florida. The site proposed for development consists of a low-rise residential building, which is now vacant as of July 2025. The development is proposed to consist of 145 high-rise residential units and a restaurant with 10 employees. The project is expected to be completed and opened by the year 2029. Access to the site will be provided via one (1) limited -access (right-in/right-out) driveway along SR A1A/Collins Avenue. Additionally, there is one (1) service driveway located south of the project driveway. Trip generation for the proposed development was calculated using rates and/or equations contained in the Institute of Transportation Engineers' (ITE's) Trip Generation Manual, 11th Edition. The project is expected to generate 68 net new vehicle trips during the weekday A.M. peak hour and 64 net new vehicle trips during the weekday P.M. peak hour. The results of the intersection capacity analysis indicate that all study intersections are expected to operate at adopted level of service (LOS) E+20% or better during the A.M. and P.M. peak hours under all analysis scenarios. The results of the roadway segment capacity analysis indicate that the study segment is expected to operate at LOS D or better during the A.M. and P.M. peak hours under all analysis scenarios. A right -turn lane analysis was conducted at the project driveway based on the guidelines contained in FDOT's Access Management Guidebook (2023). Note that SR A1A/Collins Avenue is classified as C5 — Urban Center roadway. Therefore, based on section 6.2.3 When Not to Consider Exclusive Right -Turn Lanes of FDOT's Access Management Guidebook (2023), exclusive right -turn lanes are not proposed along roadway segments with Context Classification of C5. The results of the 95th percentile entry gate queuing analysis indicate that the vehicle queue is expected to be less than one (1) vehicle behind the service position duringthe A.M. and P.M. peak hours at the entry gate. Therefore, entry gate queues are expected to be accommodated on -site without extending onto public right-of-way. The results of the valet operations analysis demonstrate that four (4) valet attendants would be required during the A.M. and P.M. peak. hours to ensure that valet queues do not exceed the storage provided. It should be noted that projected vehicular volumes and estimated valet processing times were conservatively assumed in the analysis. If it is determined that valet processing times can be performed more efficiently and/or actual traffic volumes are lower than projected, a reduced number of valet attendants may be adequate to serve the site. K.\RTL_TPTO\Oa800034-RDOM Sennylsles\Report\ON of Senny l sles Beach TIA092025od Page -i September 2025 135 KimlepMorn Traffic Impact Analysis TABLE OF CONTENTS INTRODUCTION....................................................................................................................................................1 EXISTINGTRAFFIC................................................................................................................................................ 3 FUTURE BACKGROUND TRAFFIC.........................................................................................................................5 BackgroundArea Growth................................................................................................................................5 CommittedDevelopment...............................................................................................................................6 PROJECTTRAFFIC.................................................................................................................................................8 Existing and Proposed Land Use.....................................................................................................................8 ProjectAccess..................................................................................................................................................8 TripGeneration................................................................................................:..............................................8 MultimodalReduction....................................................................................................................................8 Pass -by Capture...............................................................................................................................................9 NetNew Project Trips.....................................................................................................................................9 TripDistribution and Assignment.................................................................................................................10 FUTURETOTALTRAFFIC....................................................................................................................................15 MULTIMODAL EVALUATION..............................................................................................................................17 Existing Roadway Characteristics.................................................................................................................17 Transit............................................................................................................................................................17 Bicycle/Micromobility Amenities..................................................................................................................18 PedestrianAmenities....................................................................................................................................18 Pedestrian. Trip Generators...........................................................................................................................18 INTERSECTION CAPACITY ANALYSIS..................................................................................................................20 ROADWAY SEGMENT ANALYSIS........................................................................................................................21 RoadwayCapacity Analysis...........................................................................................................................21 TURNLANE ANALYSIS........................................................................................................................................23 Right -Turn Lane Analysis...............................................................................................................................23 ENTRYGATE QUEUE ANALYSIS..........................................................................................................................24 VALET OPERATIONS ANALYSIS..........................................................................................................................26 ValetAssumptions.........................................................................................................................................26 ValetAnalysis.................................................................................................................................................28 TRANSPORTATION DEMAND MANAGEMENT STRATEGIES.............................................................................29 CONCLUSION......................................................................................................................................................30 K:\I7L_TRTO\044800034- RDBH Sunny Isles\Report\Gty of Sunny Isles Beach i A 092025 A... Page -ii September 2025 136 Kimley)��l o n Traffic Impact Analysis LIST OF FIGURES Figure1: Site Location Map.................................................................................................................................2 Figure 2: Existing Peak Hour Traffic.......................:............................................................................................4 Figure 3: Future Background Peak Hour Traffic.................................................................................................7 Figure 4: Peak Hour Project Trip Distribution..................................................................................................11 Figure 5: Peak Hour Net New Trip Assignment................................................................................................12 Figure 6: P.M. Peak Hour Pass -By Trip Distribution.........................................................................................13 Figure 7: P.M. Peak Hour Pass -By Trip Assignment.........................................................................................14 Figure 8: Future Total Peak Hour Traffic...........................................................................................................16 Figure 9: Pedestrian Trip Generators..........................................................................................................'.......19 LIST OF TABLES Table1: Trip Generation....................................................................................................................................10 Table 2: Cardinal Trip Distribution....................................................................................................................10 Table 3: Intersection Capacity Analysis Results................................................................................................20 Table 4: Existing 2025 Peak Hour Roadway Capacity......................................................................................22 Table 5: Future Background 2029 Peak Hour Roadway Capacity...................................................................22 Table 6: Future Total 2029 Peak Hour Roadway Capacity...............................................................................22 Table 7: Peak Hour Entry Gate Queuing Analysis.............................................................................................25 LIST OF APPENDICES APPENDIX A: Site Plan APPENDIX B: Methodology Memorandum APPENDIX C: Traffic Data APPENDIX D: Growth Rate Calculations APPENDIX E: Committed Developments APPENDIX F: Trip Generation Calculations APPENDIX G: Transit Service Information APPENDIX H: Cardinal Distribution APPENDIX I: Volume Development Worksheets APPENDIX J: Intersection Capacity Analysis Worksheets Turn Lane Analysis APPENDIX K: Roadway Segment Capacity Analysis APPENDIX L: Entry Gate Queue Analysis APPENDIX M: Valet Operations Analysis K:\FTLTPT0\044800034-BDBH Sunny Isles\fteport\Oty of Sonny Isles Beach ❑A 092025.docz Page -iii September 2025 137 KiI ley)�� Hot n Traffic Impact Analysis INTRODUCTION RDBH Sunny Isles Venture LLC is proposing to develop the property located at 19051 Collins Avenue in Sunny Isles Beach, Florida. The site proposed for development consists of a low-rise residential building, which is now vacant as of July 2025. The development is proposed to consist of 145 high-rise residential units and a restaurant with 10 employees. The project is expected to be completed and opened by the year 2029. A project location map is provided as Figure 1. A conceptual site plan is provided in Appendix A. Kimley-Horn and Associates, Inc. has completed this traffic impact analysis for submittal to the City of Sunny Isles Beach, consistent with the approved methodology included in Appendix B. The purpose of the study is to assess the project's impact on the surrounding roadway network. This report summarizes the data collection, project trip generation, trip distribution and assignment, multimodal evaluation, intersection capacity analysis, roadway segment analysis, turn lane analysis, entry gate analysis, and valet operations analysis. KAFTL_TPTG\0"800034- RDBH Sunny Isles\Report\Gty of Sunny Was Beach TIA 092025.da Page-1 September 2025 138 • . J _MI,LLI r �R I� - R. r• /' � Tt, III J��/ J� wry; •,--a., t� �' k`I -_ _~ N < � ,� i. �\T� —_ ,f_�7J��`'�3��a 7 '�i sui,103 ',. _ " Y t•� LK J� It { paena1ri Lev 5 ; ljy�1 I .yl '�.r,i-i {4 I .,r :1 of 55.1" al � G� -14 I:� �-i� �' �,,•1' --��-1 I ,t:,i;_ „ - tom. - 00 4 ic ! e. � � .I E � w I -- Y-• _ '—� � l�lii7 " -'i -� � �"f - �- 4 � �T�, fH 1 1 r 11 ,t .� 'ri_ t IIIC.'>' i po Kimsey»> Horn Traffic Impact Analysis EXISTING TRAFFIC A.M. peak period (7:00 A.M. to 9:00 A.M.) and P.M. peak period (4:00 P.M. to 6:00 P.M.) turning movement counts were collected on August 20, 2025 (Wednesday) at the following intersections: • SR 856/William Lehman Causeway and SR A1A/Collins Avenue • SR A1A/Collins Avenue and Project Driveway Additionally, 24-hour continuous counts were collected on August 20, 2025 (Wednesday) at the roadway segment along SR A1A/Collins Avenue between SR 856/William Lehman Causeway and SR 826/NE 163rd Street. All traffic volumes were collected in 15-minute intervals and the peak hour was determined for each intersection. Turning movement counts also included pedestrian and bicycle data. The appropriate Florida Department of Transportation (FDOT) peak season correction factor (PSCF) of 1.06 were applied to the traffic data based on the date of data collection. Existing phasing and timing patterns were obtained from Miami -Dade County Department of Transportation and Public Works —Traffic Signals and Signs Division for all signalized study area intersections. The turning movement counts, 24-hour continuous roadway counts, FDOT peak season factor category report, and signal timing data are included in Appendix C. Figure 2 presents the existing turning movement volumes at the study intersections during the A.M. and P.M. peak hours. K:\Ff1TPTO\OU800034- RDBH S,,nylsles\Report\Gry&Sunny Isles beach M092025.dcca Page-3 September 202S 140 Legend Q Study Roadway Study Intersection XX A.M. Peak Hour Traffic P.M. Peak Hour Traffic 1(XX) N NOT TO SCALE m 3 C d Q 1 N C v in cn0 � M O U rn N L 5 (14) 1 r 15 (17) SR 856NVilliam Lehman Causeway (555) 455 (1,213) 1,048 Z rn v n N O N m V O 1 L 0 (1) Project Driveway SITE (5) 5 J 1 f (0) 1 —1. � o co M (7 Figure 2 u Kimley>>> Horn Existing Peak Hour Traffic 19051 Collins Avenue Redevelopment ©2025 Sunny Isles, Florida Kimley>>> Horn Traffic Impact Analysis FUTURE BACKGROUND TRAFFIC Future background traffic conditions are defined as expected traffic conditions on the roadway network in the year 2029 without the completion of the proposed development. Future background traffic volumes used in the analysis are the sum of the existing traffic and additional traffic generated by growth in the study area. BACKGROUND AREA GROWTH f Traffic growth on the transportation network was determined based upon (a) historical growth trends at nearby FDOT traffic count stations and (b) traffic volume comparisons from the year 2015 and 2045 Florida Standard Urban Transportation Model Structure (FSUTMS) - Southeast Florida Regional Planning Model (SERPM). FDOT count stations referenced in this analysis include: • FDOT count station no. 0269 located on SR A1A/Collins Avenue, south of NE 1741h Street • FDOT count station no. 0314 located on SR A1A/Collins Avenue, north of SR 856/NE 192nd Street The historical growth rate analysis, based on the FDOT count station, examined linear, exponential, and decaying exponential growth rates for the most recent five (5) and 10-year periods. In order to provide a conservative analysis, traffic counts for 2020 and 2021 were interpolated based on 2019 and 2022 values as a result of atypical traffic conditions. The linear growth trend yielded a growth rate of 2.09 percent (2.09%) over the most recent five (5) year period and 1.18 percent (1.18%) over the most recent 10-year period. The exponential growth trend yielded a growth rate of 2.02 percent (2.02%) over the most recent five (5) year period and 1.15 percent (1.15%) over the most recent 10-year period. The decaying exponential growth trend yielded a growth rate of 1.93 percent (1.93%) over the most recent five (5) year period and 1.04 percent (1.04%) over the most recent 10-year period. The calculated growth rate with the highest R2 value was determined to be the 5-year exponential growth trend which yielded a growth rate of 2.02 percent (2.02%). Based on the forecasted volumes obtained from the 2015 and 2045 FSUTMS SERPM 8.531, an annual growth rate of 0.71 percent (0.71%) in the vicinity of the development was calculated. Therefore, to provide a conservative analysis, the higher growth rate of 2.02 percent (2.02%) was applied to existing traffic volumes to develop future 2029 volumes. The worksheets used to analyze the historical growth trends along with the FSUTMS transportation model outputs are K:\17Li TO\044WWM- RDBH S... y Isles\Report\Oty of Sunny Isles Beach ➢A 092025A... Page-5 September 2025 142 Kiley)�� l o 1 1 Traffic Impact Analysis included in Appendix D. Refer to Figure 3 for the future background 2029 peak hour traffic volumes. COMMITTED DEVELOPMENT The following developments were identified as committed developments and were included as part of the future background conditions: • St. Regis Residences 0 Bentley Residences Committed development information is included in Appendix E. K:\RLTRT0\04800034-R09H Sunnylsles\Repart\Gryaf Sunny Isles Reach 7A 092025.dccx Page-6 September 2025 143 Legend Q Study Roadway Study Intersection XX A.M. Peak Hour Traffic (XX) P.M. Peak Hour Traffic N NOT TO SCALE d 3 C Cf Q N C 0 0 O V m m N L 5 (15) 4p 1 4 l 16 (18) SR 856/William Lehman Causeway (612) 504 1 1� '1 t fl (1,314) 1,135 o m n c> N N O M N 1 L 0 (1) Project Driveway SITE (6) 5 J t f (0) 1 n rn rn Figure 3 Klmley>>> LJOrn Future Background Peak Hour Traffic fl 19051 Collins Avenue Redevelopment ©2025 Sunny Isles, Florida Kimley))) l o n Traffic Impact Analysis PROJECT TRAFFIC Project traffic used in this analysis is defined as the vehicle trips expected to be generated by the project and the distribution and assignment of that traffic over the study roadway network. EXISTING AND PROPOSED LAND USE 1, The site proposed for development consists of a low-rise residential building, which is now vacant as of July 2025. The development is proposed to consist of 145 high-rise residential units and a restaurant with 10 employees. PROJECT ACCESS Access to the site will be provided via one (1) limited -access (right-in/right-out) driveway along SR A1A/Collins Avenue. Additionally, there is one (1) service driveway located south of the project driveway. TRIP GENERATION Consistent with the approved methodology included in Attachment B, trip generation calculations for the proposed development were performed using rates and/or equations contained in the Institute of Transportation Engineers' (ITE) Trip Generation Manual, 11th Edition. The trip generation for the proposed land uses was determined using ITE Land Use Code (LUC) 222 (Multifamily Housing [High -Rise]) and LUC 932 (High -Turnover [Sit -Down] Restaurant). Note that the trip generation for the proposed restaurant land use was calculated using rates/equations for the High -Turnover [Sit -Down] Restaurant use to provide a conservative analysis as that land use generates more trips than the Fine Dining Restaurant LUC. Further note, as the restaurant will only be given access to residents of the residential building, the expected number of trips generated are based on the number of restaurant employees. Trip generation calculations and excerpts from ITE's Trip Generation Manual, 11th Edition are provided in Appendix F. MULTIMODAL REDUCTION A multimodal (public transit, bicycle, and pedestrian) factor based on US Census Means of Transportation to Work data was reviewed for the census tract in which the development is located. Based on the US Census data, a multimodal factor of 5.1 percent (5.1%) was applied to the trip generation calculations. It is expected that a portion of residents, guests, and employees will choose to walk, bike, or use public transit to and from the proposed development. K:\FTL_TPTD\044800034-PDBH Sunny l sles\Report\Dty of Sunny Isles Beach i A093075.dccx Page-8 September 2025 145 Kimley»> Horn Traffic Impact Analysis One (1) Broward County Transit (BCT) route, one (1) Miami -Dade County Department of Transportation and Public Works (DTPW) route, and two (2) City of Sunny Isles Beach Shuttle routes currently operate in close proximity to the site during the A.M. and P.M. peak hours. Detailed transit route information is included in Appendix G. • BCT Route 28 operates along SR A1A/Collins Avenue in the vicinity of the project site with the nearest stop located just north of SR-856/William Lehman Causeway. This route operates with 25-minute headways in the northbound and southbound directions during the A.M and P.M. peak hours. • DTPW Route 100 operates along SR A1A/Collins Avenue in the vicinity of the project site with the nearest stop located just south of 189th Street. This route operates with 15-minute headways in the northbound and southbound directions during the A.M and P.M. peak hours. • City of Sunny Isles Beach Trolley Blue Line operates along SR A1A/Collins Avenue in the vicinity of the project site with the nearest stop located just north of SR-856/William Lehman Causeway. This route operates with approximately 120-minute headways in the northbound and southbound directions during the A.M and P.M. peak hours. • City of Sunny Isles Beach Trolley Orange Line operates along SR A1A/Collins Avenue in the vicinity of the project site with the nearest stop located just north of SR-856/William Lehman Causeway. This route operates with approximately 120-minute headways in'the northbound and southbound directions during the A.M and P.M. peak hours. PASS -BY CAPTURE Pass -by capture trip rates were determined based on average rates provided in the ITE's Trip Generation Manual, 11th Edition. The pass -by rate for the restaurant land use is 43.0 percent (43.0%) during the P.M. peak hour. NET NEW PROJECT TRIPS The net new project trips represent the additional vehicles on the roadway network. As shown in Table 1, the project is expected to generate 68 net new vehicle trips during the weekday A.M. peak hour and 64 net new vehicle trips during the weekday P.M. peak hour. Detailed trip generation calculations are contained in Appendix F. K:\RTl TO\W4B00034- RDBH 5annyl sles\Report\Gty at Sunny Isles Beach MA 092025.dacx Page-9 September 2025 146 Kimley>>> Horn Traffic Impact Analysis Table 1: Trip Generation A.M. Peak Hour (P.M. Peak Hour) Future Land Use Scale Entering Exiting Net New (ITE Code) Trips Trips External Trips Proposed Development Multifamily Housing (High -Rise) 145 11 33 44 (222) dwelling units (35) (20) (55) High -Turnover (Sit -Down) Restaurant 10 11 13 24 (932) employees (5) (4) (9) Net New Project Trips 22 (40) 46 (24) 68 (64) TRIP DISTRIBUTION AND ASSIGNMENT The trip distribution was based on an interpolated cardinal trip distribution for the project site's traffic analysis zone (TAZ) obtained from the Miami -Dade Transportation Planning Organization's (TPO) 2045 Cost Feasible Plan travel demand model 2015 and 2045 data. The trip distribution for an assumed build -out year of 2029 was interpolated from the 2015 and 2045 data. The project is located within TAZ 604. The cardinal distribution is shown in Table 2. Detailed cardinal distribution calculations are contained in Appendix H. Table 2: Cardinal Trip Distribution Cardinal Direction Percentage of Trips North -Northeast 2% East -Northeast 0% East -Southeast 0% South -Southeast 1% South -Southwest 30% West -Southwest 21% West -Northwest 24% North -Northwest 22% Total 100%. Figure 4 presents the A.M. and P.M. peak hour net new trip distribution and Figure 5 presents the A.M. and P.M. peak hour net new trip assignment. Figure 6 details the project's pass -by trip distribution for the weekday P.M. peak hour. Figure 7 details the project's pass -by trip assignment for the P.M. peak hour K:\FfLM0\044B00D34-RDBH Sunny Isles\Report\ONof Sunny Isles Beach TIA092025.Eocx POge-10 September 2025 147 Legend Study Roadway © Study Intersection XX% Entering Trip Distribution (XX%) Exiting Trip Distribution N NOT TO SCALE Q N C O V 0 v N i Terracina Avenue 41t 0 0 e 0 Q N J1 SR 856Milliam Lehman Causeway 35%� �1 e o 0 a 0 rn 1 L (100%) Project Driveway SITE f 0 0 0 a 0 14 St. Regis Residences Median Opening t 0 Figure 4 Kim ley>>> Horn Peak Hour Trip Distribution 19051 Collins Avenue Redevelopment ©z025 Sunny Isles, Florida N NOT TO SCALE (14) 6 Z Project Driveway Kimley>>> Horn © 2025 Legend Study Roadway Study Intersection A.M. Peak Hour Trip Assignemnt (XX) P.M. Peak Hour Trip Assignment Terracina Avenue � t - SR 856/WiIliam Lehman Causeway 41 t rn � � N o v L 46 (24) SITE N N s St. Regis Residences Median Opening Figure 5 Peak Hour Trip Assignment 19051 Collins Avenue Redevelopment Sunny Isles, Florida N NOT TO SCALE O V Project Driveway Kimley>>> Horn © 2025 Legend ©Study Roadway Study Intersection XX% Entering Pass -by Trip Distribution (XX%) Exiting Pass -by Trip Distribution SR 856/William Lehman Causeway SITE Figure 6 P.M. Peak Hour Pass -by Trip Distribution 19051 Collins Avenue Redevelopment Sunny Isles, Florida N NOT TO SCALE Project Driveway Kimley))) Horn © 2025 Legend © Study Roadway Study Intersection XX P.M. Peak Hour Pass -by Trip Assignment SR 856/William Lehman Causeway SITE Figure 7 P.M. Peak Hour Pass -by Trip Assignment 19051 Collins Avenue Redevelopment Sunny Isles, Florida Kimley»> Horn Traffic Impact Analysis FUTURE TOTAL TRAFFIC Future total traffic conditions are defined as the expected traffic conditions in the year 2029 after the opening of the project. Total traffic volumes considered in the analysis for this project are the sum of the background traffic volumes and the expected project traffic volumes. Figure 8 presents the future peak hour traffic volumes at the study intersections during the weekday A.M. and P.M. peak hours. Volume development worksheets for the study intersections are included in Appendix I. KAFR_TRTO\W4WMM- ROBH Sunnylsles\Report\Gty at Sunny Isles Beach TIA092025.dpcx Page-15 September 2025 152 Legend Q Study Roadway Study Intersection XX A.M. Peak Hour Traffic (XX) P.M. Peak Hour Traffic N NOT TO SCALE d 3 C d Q N C M rn r M O U � M L 5 (15) 1 4r 16 (18) SR 856/William Lehman Causeway (612) 504 ..i In 1 (1,328) 1,143 Z r o rn n m � v v N N 10 N 1 L 46 (28) Project Driveway SITE (6) 5 1 t (0) 1 m N m v Figure 8 Kimley>>> Horn Future Total Peak Hour Traffic 19051 Collins Avenue Redevelopment ©2025 Sunny Isles, Florida Kimsey»> Horn Traffic Impact Analysis MULTIMODAL EVALUATION A multimodal evaluation was prepared to identify existing roadway characteristics along with existing transit, bicycle, and pedestrian amenities located within the vicinity of the project. EXISTING ROADWAY CHARACTERISTICS SR 856/William Lehman Causeway and SR A1A/Collins Avenue lie in proximity to the project site. SR 856/William Lehman Causeway is a six -lane, divided, two-way limited access roadway maintained by FDOT. At its intersection with SR A1A/Collins Avenue, there are exclusive left -turn lanes and channelized right -turn lanes. Eight (8)-foot bike lanes are provided on the north and south sides of this roadway adjacent to the project site. The travel lanes are 12 feet wide, and the posted speed limit is 55 MPH. SR A1A/Collins Avenue is a six -lane, divided, two-way roadway maintained by FDOT with exclusive left -turn lanes and channelized right -turn lanes at its intersection with SR 856/William Lehman Causeway. An eight (8)-foot sidewalk is provided on the east side of SR A1A/Collins Avenue and a 10-foot sidewalk is provided on the west side of SR A1A/Collins Avenue. Five (5)-foot bike lanes are provided on the west side and a shared lane is provided on the east side of this roadway adjacent to the project site. The travel lanes are 10 feet wide, and the posted speed limit is 35 MPH. TRANSIT Broward County provides bus service within the vicinity of the site via BCT Route 28. Bus stops are located at the following locations in the vicinity (within % mile) of the project. • Along the east and west side of SR A1A/Collins Avenue, north of SR 856/William Lehman Causeway • Along the east side of SR A1A/Collins Avenue, south of Terracina Avenue Miami -Dade County provides bus service within the vicinity of the site via DTPW Route 100. Bus stops are located at the following locations in the vicinity (within % mile) of the project. • Along the west side of SR A1A/Collins Avenue, north of 189th Street • Along the east and west side of SR A1A/Collins Avenue, north of 186th Street • Along the west side of SR A1A/Collins Avenue, south of 185th Street K.\P L WTO\044000034- POOH S,,ny1,1,,\Report\6ry of S,n,y I S1,S O ,,h RIA092025.dccx Page - 17 September 2025 154 KiI ley* H01 n Traffic Impact Analysis The City of Sunny Isles Beach provides trolley service within the vicinity of the site via the blue and orange line. Bus stops are located at the following locations in the vicinity (within % mile) of the project. • Along the east of SR A1A/Collins Avenue, north of 186th Street • Along the west side of SR A1A/Collins Avenue, north of 1851h Street • Along the east and west side of SR A1A/Collins Avenue, north of SR 856/William Lehman Causeway • Along the east side of Atlantic Boulevard, north of 189th Street BICYCLE/MICROMOBILITY AMENITIES A five (5)-foot south bound bicycle lane and a shared northbound lane are provided along SR A1A/Collins Avenue in proximity to the site. Eight (8)-foot westbound and eastbound bicycle lanes are provided along SR 856/William Lehman Causeway west of SR A1A/Collins Avenue in proximity to the site. , PEDESTRIAN AMENITIES An eight (8)-foot sidewalk is provided on the east side of SR A1A/Collins Avenue and a 10-foot sidewalk is provided on the west side of SR A1A/Collins Avenue. PEDESTRIAN TRIP GENERATORS A schematic plan of surrounding pedestrian trip generators, including multimodal (pedestrian, bicycle, and transit) facilities, was prepared. Figure 9 presents pedestrian trip generators located within the vicinity of the site. KAFTL_TPT0\04a800034- ROBH Sunnylsles\Report\Gty of Sunnylsles Beach ➢A 092025.d— Page -18 September 2025 155 1, 1.6 k I _ Z Ilq MI � � I�• to __ `� - r.-* _ i i, ail � I • � � ni �4 10 WItc _ a Lr1 ti EI r L, o J _. Ld -I .7 i f 1 .' i _ .�_ _ '�'L • r; �t�h1B1;.. ; Kimley»> Horn ' Traffic Impact Analysis INTERSECTION CAPACITY ANALYSIS The study area intersection operating conditions were analyzed for three (3) scenarios (existing conditions, future background conditions, and future total conditions) using Trafficware's SYNCHRO software, which applies methodologies outlined in the Transportation Research Board's (TRB's) Highway Capacity Manual (HCM) 2000/71h Editions. Synchro worksheets for the study intersections are included in AppendixJ. A summary of the intersection analyses for the A.M. and P.M. peak hours is presented in Table 3. As Table 3 indicates, all study intersections are expected to operate at overall adopted level of service (LOS) E+20% or better during the A.M. and P.M. peak hours under all analysis scenarios. Table 3: Intersection Capacity Analysis Results ID Intersection Traffic Control Overall I Approach LOS/Delay I EB 1 WB NB SB LOS/Delay Existing Conditions (Future Background Conditions) [Future Total Conditions] A.M. Peak Hour 1 SR 856/William Lehman Causeway and Signalized (4) C/22.9sec ( C/24.0 sec) D (D) D (D) C (C) B (B) SR A1A/Collins Avenue [C/24.2 sec] [D] [D] [C] [B] 2 SR A1A/Collins Avenue and One -Way (1) B (B) A (A) (z) (3) Project Driveway Stop Control [B] [B] P.M. Peak Hour 1 SR 856/William Lehman Causeway and Signalized (4) C/34.2 sec (D/37.3 sec) E (E) E (E) D (D) B (B) SR A1A/Collins Avenue [D/37.6 sec] [E] [E] [D] [B] 2 SR A1A/Collins Avenue and One -Way (1> B (B) B (B) (z) (3) Project Driveway Stop Control [B] [B] Notes: (1) Overall intersection LOS is not defined, as intersection operates under two-way stop -control conditions. (2) Approach operates under free -flow conditions. LOS is not defined. (3) Approach does not exist. (4) Intersection cannot be analyzed using HCM 71h Edition. Therefore, HCM 2000 was used instead. K:\FTL_TTG\0N3800034- RDBH Su,,ylsles\Report\GtV&Sunny Isles Beach TIA 092025 Aces Page -20 September 2025 157 Kimley>>> Horn Traffic Impact Analysis ROADWAY SEGMENT ANALYSIS In addition to the intersection capacity analyses, roadway segment capacity conditions were analyzed for three (3) scenarios (existing conditions, future background conditions, and future total conditions) for the adjacent roadway segment along SR A1A/Collins Avenue between SR 856/William Lehman Causeway and SR 826/NE 163rd Street. Roadway segment capacities were calculated based on FDOT's latest 2023 Multimodal Quality/Level of Service Handbook. FDOT 2023 Multimodal Quality/Level of Service Handbook excerpts are contained in Appendix K. ROADWAY CAPACITY ANALYSIS Tables 4, 5, and 6 provide a summary of the A.M. and P.M. peak hour roadway segment analysis for existing, future background, and future total conditions, respectively, utilizing FDOT's latest 2023 Multimodal Quality/Level of Service Handbook. The results indicate that the study roadway segment is expected to operate at LOS D or better under all analysis conditions during the A.M. and P.M. peak hours. K:\FTL— TO\044WWN-RDBH S—ylsles\Report\Oty of Sunny Isles Beach nA092025.docx Page-21 September 202S 158 f Kimley* Horn Traffic Impact Analysis TURN LANE ANALYSIS A right -turn lane analysis was prepared for the project driveway based. on the recommended guidelines for the installation of exclusive right -turn lanes outlined in FDOT's Multimodal Access Management Guidebook, 2023. RIGHT -TURN LANE ANALYSIS The recommended guidelines for the installation of exclusive right -turn lanes are outlined in FDOT's Access Management Guidebook (2023). Note that SR A1A/Collins Avenue is classified as C5 — Urban Center roadway. Therefore, based on section 6.2.3 When Not to Consider Exclusive Right -Turn Lanes of FDOT's Access Management Guidebook (2023), exclusive right -turn lanes are not proposed along roadway segments with Context Classification of C5. KAFTL—TRTO\D44800034-RDBH Sunny Isles\Report\Oty of Senny Isles Beach TIA 092025.doa Page -23 September 2025 160 Kimley»> Horn Traffic Impact Analysis ENTRY GATE QUEUE ANALYSIS A 95" percentile entry gate queue analysis for the proposed development using the methodology outlined in ITE's Transportation and Land Development, 1988 was performed at the proposed parking garage entry gate located within the on -site parking garage as part of the project development. Note that the entry gate is proposed to be located at the entrance of the parking garage. The proposed entry gate will provide one (1) entry lane and one (1) exit lane. The entry gate is located approximately 304 feet away from public right-of-way. Valet attendants and self -parking residents will gain access via a key FOB/proximity card at the on -site parking garage. It was assumed that the average service rate will be approximately 600 vehicles per hour (6.0 seconds per vehicle) for the proximity card based on Parking Structures 3rd Edition: Planning, Design, Construction, Maintenance, and Repair, 2001. Based on the trip generation calculations prepared, a total of 22 weekday A.M. peak hour inbound trips and 40 weekday P.M. peak hour inbound trips are expected at the entry gate. The queuing analysis used .the single -channel waiting line model with Poisson arrivals and exponential service times. The queuing analysis is based on the coefficient of utilization, p, which is the ratio of the average vehicle arrival rate over the average service rate multiplied by the number of channels. If the coefficient of utilization (average service rate/valet attendant service capacity) is greater than one (>1), the calculation methodology does not yield a finite queue length. This result indicates overcapacity conditions for the entry gate area. The entry gate service capacity is the number of vehicles the entry gate can service in a one -hour period multiplied by the number of entry gates. The analysis determined the required queue storage, M, which is exceeded P percent of the time. This analysis seeks to examine if the queue length exceeds the storage provided at a level of confidence of 95 percent (95%). The results of the entry gate are summarized in Table 7. As Table 7 indicates, the queues at the proposed entry gate is expected to be accommodated within the provided storage during the weekday A.M. and P.M. peak hours. Therefore, vehicle queues are expected to be accommodated on -site without extending onto public -right-of-way. Detailed entry gate queue calculations are included in Appendix L. K.\FTL_TPT0\044800034-RDBH Sunny Isles\Beppr[\Gty aF Sunny Isles 3eachTA092025.dca Page -24 September 2025 161 Kimley»> Horn Traffic Impact Analysis Table 7: Peak Hour Entry Gate Queuing Analysis A.M. Peak Hour (P.M. Peak Hour) Entry Gate Entering Volumes Service Rates 95th Percentile Queue (vph) (minutes/vehicle) Including Service Position Proposed Entry Gate 22 0.100 < 1 vehicle (40) (0.100) (< 1 vehicle) KAMTTO\044BOOD34- RDBH Sunny l sles\Report\Gty of Sunny Isles Beach TIA 092025.d... Page-25 September 2025 162 Kimley»> Horn Traffic Impact Analysis VALET OPERATIONS ANALYSIS The valet queuing operations analysis was performed based on the methodology outlined in ITE's Transportation and Land Development, 1988. The analysis was performed to determine if valet operations could accommodate vehicular queues within the provided drop-off/pick-up area without exceeding the storage provided during the highest valet demand analysis scenario. Valet operations were analyzed for the number of valet attendants and required vehicle stacking for the development traffic. The development will be served by one (1) valet drop-off/pick-up area located on -site within the lobby level porte-cochere. The valet drop-off/pick-up area consists of one (1) valet drop-off/pick- up lane that will operate within the porte-cochere with storage for approximately three (3) vehicles. Note that the valet trips for this project were split proportionally based on the number of parking spaces currently contemplated to be dedicated for valet. Out of the total 298 proposed parking spaces, 153 spaces (31 tandem and 91 regular spaces) is assumed to be allocated for valet. Based on the 153 parking spaces allocated for valet, it was assumed that 51.0 percent (51.0%) of all trips will utilize valet. The project is expected to generate 35 valet trips (11 drop-off and 24 pick- up) during the A.M. peak hour and 33 valet trips (21 drop-off and 12 pick-up) during the P.M. peak hour. The site will provide both valet parking using tandem parking spaces within the garage as well as self -parking with the conventional parking spaces within the garage. A graphic illustration of the proposed ground level valet routes to/from the on -site parking garage is provided in Appendix M. VALET ASSUMPTIONS The queuing analysis used the multiple -channel waiting line model with Poisson arrivals and exponential service times. The queuing analysis is based on the coefficient of utilization, p, which is the ratio of the average vehicle arrival rate over the average service rate multiplied by the number of channels. Valet attendants will be stationed at the valet drop-off/pick-up area. Valet drop-off trip service time was calculated based on the time it would take a valet parking attendant to obtain and park a drop-off vehicle within the on -site parking garage. Valet pick-up trip service time was calculated based on the time it would take a valet parking attendant to bring a parked vehicle back to a patron K:\FL TPT0\044B00034-RDBH Sunny Isles\R,port\Gry of Sunny IS1,s 6each TIA 092025 A... Page - 26 September 2025 163 Kimley* Horn Traffic Impact Analysis at the valet pick-up area. The following summarizes the total valet drop-off and pick-up service times. The following summarizes the valet drop-off service time: • Exchange between valet attendant and driver (1.0 minutes) • Valet attendant drives vehicle from valet drop-off/pick-up area to the furthest valet parking space in the on -site parking garage (1.2 minutes) • Valet attendant drives through entry gate to enter on -site parking garage (0.1 minutes) • Valet attendant parks vehicle in tandem parking space (0.2 minutes) • Valet attendant returns to valet station (1.3 minutes) • Total service rate: 3.8 minutes The following summarizes the valet pick-up service time: . • Valet attendant proceeds within the on -site parking garage to retrieve the vehicle (1.3 minutes) • Valet attendant retrieves vehicle from tandem parking space (0.5 minutes) • Valet attendant drives through gate to exit on -site parking garage (0.1 minutes) • Valet attendant drives vehicle from on -site parking garage to the valet drop-off/pick-up area (1.3 minutes) • Exchange between valet attendant and driver (1.0 minutes) • Total service rate: 4.2 minutes Detailed travel time calculations are included in Appendix M. If the coefficient of utilization (average service rate/valet attendant service capacity) is greater than one (>1), the calculation methodology does not yield a finite queue length. This result indicates overcapacity conditions for the valet area. The valet attendant service capacity is the number of total trips a valet attendant can make in a one -hour period multiplied by the number of valet attendants. KAFLMO\044800034- ROBH S unny Isles\Report\City of Sunny Isles Beach TIA 092025,doe, Page -27 September 2025 164 Kimlep Horn Traffic Impact Analysis The analysis determined the required queue storage, M, which is exceeded P percent of the time. This analysis seeks to ensure that the queue length does not exceed the storage provided at a level of confidence of 95 percent (95%). Three (3) vehicle drop-off/pick-up spaces are provided for valet operations. VALET ANALYSIS An iterative approach was used to determine the number of valet attendants required to accommodate the proposed development demand during the analysis hour and ensure that the 95th percentile valet queue does not extend beyond the designated valet service area. Detailed valet analysis worksheets are provided in Appendix M. Results of the weekday A.M. and P.M. peak hour valet operations analysis demonstrate that a maximum of four (4) valet attendants would be required at the valet drop-off/pick-up area to ensure that valet queues do not exceed the vehicle drop-off/pick-up storage provided. It should be noted that projected vehicular volumes and estimated valet processing times were conservatively assumedin the analysis. If it is determined that valet processing times can be performed more efficiently and/or actual traffic volumes are lower than projected, a reduced number of valet attendants may be adequate to serve the site. r] K.\FrL.MT0\04800034- ROBH Sonnylsles\Report\Oty of Sunny Isles Beach 7IAO92025.docx Page -28 September 2025 165 Kimley»> Horn Traffic Impact Analysis TRANSPORTATION DEMAND MANAGEMENT STRATEGIES Transportation Demand Management (TDM) strategies are proposed to reduce the impacts of the project traffic on the surrounding roadway network. Typical measures promote bicycling and walking, encourage car/vanpooling, and offer alternatives to the typical workday hours. The applicant will commit to providing the following incentives including: • Providing bicycle racks • Providing wide hallways that can accommodate bikes • Providing hallways between five (5) to eight (8) feet wide • Providing elevators that can accommodate bikes K:AFL— TO\044BOOD34-RDBH5,nny1s1es\Report\Gry&SunnyIslesB eachTIA092025.Cocx Page -29 September2025 166 Kimley>>> Horn Traffic Impact Analysis CONCLUSION RDBH Sunny Isles Venture LLC is proposing to develop the property located at 19051 Collins Avenue in Sunny Isles Beach, Florida. The site proposed for development consists of a low-rise residential building, which is now vacant as of July 2025. The development is proposed to consist of 145 high-rise residential units and a restaurant with 10 employees. The project is expected to be completed and opened by the year 2029. Access to the site will be provided via one (1) limited -access (right-in/right-out) driveway along SR A1A/Collins Avenue. Additionally, there is one (1) service driveway located south of the project driveway. Trip generation for the proposed development was calculated using rates and/or equations contained in the Institute of Transportation Engineers' (ITE's) Trip Generation Manual,11th Edition. The project is expected to generate 68 net new vehicle trips during the weekday A.M. peak hour and 64 net new vehicle trips during the weekday P.M. peak hour. The results of the intersection capacity analysis indicate that all study intersections are expected to operate at adopted level of service (LOS) E+20% or better during the A.M. and P.M. peak hours under all analysis scenarios. The results of the roadway segment capacity analysis indicate that the study segment is expected to operate at LOS D or better during the A.M. and P.M. peak hours under all analysis scenarios. A right -turn lane analysislwas conducted at the project driveway based on the guidelines contained in FDOT'sAccess Management Guidebook (2023). Note that SR A1A/Collins Avenue is classified as C5 — Urban Center roadway. Therefore, based on section 6.2.3 When Not to Consider Exclusive Right -Turn Lanes of FDOT's Access Management Guidebook (2023), exclusive right -turn lanes are not proposed along roadway segments with Context Classification of C5. The results of the 95th percentile entry gate queuing analysis indicate that the vehicle queue is expected to be less than one (1) vehicle behind the service position during the A.M. and P.M. peak hours at the entry gate. Therefore, entry gate queues are expected to be accommodated on -site without extending onto public right-of-way. The results of the valet operations analysis demonstrate that four (4) valet attendants would be required during the A.M. and P.M. peak hours to ensure that valet queues do not exceed the storage provided. It should be noted that projected vehicular volumes and estimated valet processing times were conservatively assumed in the analysis. If it is determined that valet processing times can be performed more efficiently and/or actual traffic volumes are lower than projected, a reduced number of valet attendants may be adequate to serve the site. K:\FTL_TPTO\044800034- RDBH Sunny Isles\Report\Gty of Sunny Isles Beach MA 092025.docx Page -30 September 2025 167 Appendix A Site Plan 168 N Q immoss soon e ! i H0b39 xl IO'- SON3NIl�Ff3dOtld o I aw BNrt Or3FOt7O9 = � I M9 �- iV aNOZ 0001d x MR aoov _ O � —1— � �: p 0 S L-J I I I = 1 1 T W (AVM (� ! tl �IlBlld 301M n 6ZE) - 3l1N3�d oy atvtsl Miloo ZZ -� dwNu AVM3snyo - NbWH3l WyIIIIM Appendix B Methodology Memorandum 170 Kimley»>Horn MEMORANDUM To: Amy Canales, AICP Director City of Sunny Isles Beach Eric Czerniejewski, P.E. The Corradino Group Cc: David Ettinger, AIA RDBH Sunny Isles Venture, LLC From: John J. McWilliams, P.E. Z4� Date: July 30, 2025 Subject: 19051 Collins Avenue Development Traffic Impact Study Methodology The purpose of this memorandum is to summarize the traffic impact study methodology for the proposed development generally located at 19051 Collins Avenue in Sunny Isles, Florida. Currently, the property proposed for development consists of a low-rise residential building, which is now vacant as of July 2025. The proposed development consists of 145 high-rise residential units and a restaurant with 10 employees. Note that the proposed restaurant is ancillary, only serving the residential development. However, the restaurant land use will be analyzed based on the number of estimated employees in order to provide a conservative analysis. The proposed development is expected to be completed and opened by year 2029. A project location map and conceptual site plan are provided in Attachment A. The following sections summarize our proposed methodology. TRIP GENERATION Trip generation calculations for the proposed development was performed using the Institute of Transportation Engineers' (ITE) Trip Generation Manual, 1111 Edition. The trip generation for the proposed development was determined using ITE Land Use Code (LUC) 222 (Multifamily Housing [High -Rise]) and LUC 932 (High -Turnover [Sit -Down] Restaurant). Note that the trip generation for the proposed restaurant land use was calculated using rates/equations for the High -Turnover [Sit -Down] Restaurant use to provide a conservative analysis as that land use generates more trips than the Fine Dining Restaurant LUC. Further note, as the restaurant will only be given access to residents of the residential building, the expected number of trips generated are based on the number of restaurant employees. A multimodal (public transit, bicycle, and pedestrian) factor based on US Census Means of Transportation to Work data was reviewed for the census tract in which the development is located. A multimodal factor of 5.1 percent (5.1 %) was determined for the residential land uses. It is expected that a portion of residents and guests will choose to walk, bike, or use public transit to and from the proposed development. One (1) Broward County Transit (BCT) route, one (1) Miami -Dade County Department of Transportation and Public Works (DTPW) route, and two (2) City of Sunny Isles Beach Shuttle routes currently operate in close proximity to the site during the A.M. and P.M. peak hours. Detailed transit route information is included in Attachment B. 8201 Peters Road, Suite 2200, Plantation, FL 33324 954 535 5100 Kim I ey >>> H o r n David Ettinger, AIA July 30, 2025, Page 2 • BCT Route 28 operates along Collins Avenue in the vicinity of the project site with the nearest stop located just north of SR-856/William Lehman Causeway. This route operates with 25-minute headways in the northbound and southbound directions during the A.M and P.M. peak yours. • DTPW Route 100 operates along Collins Avenue in the vicinity of the project site with the nearest stop located just south of 1891h Street. This route operates with 15-minute headways in the northbound and southbound directions during the A.M and P.M. peak hours. • City of Sunny Isles Beach Trolley Blue Line operates along Collins Avenue in the vicinity of the project site with the nearest stop located just north of SR-856/William Lehman Causeway. This route operates with approximately 120-minute headways in the northbound and southbound directions during the A.M and P.M. peak hours. • City of Sunny Isles Beach Trolley Orange Line operates along Collins Avenue in the vicinity of the project site with the nearest stop located just north of SR-856/William Lehman Causeway. This route operates with approximately 120-minute headways in the northbound and southbound directions during the A.M and P.M. peak hours. As shown in Table 1, the project is expected to generate 68 net new weekday A.M. peak hour vehicular trips and 64 net new weekday P.M. peak hour vehicular trips. Detailed trip generation calculations and US Census Means of Transportation to Work data are included in Attachment C. Table 1: Trip Generation A.M. (P.M.) Future Land Use Scale Entering Exiting Net New ITE Code Proposed Development Multifamily Housing (High -Rise) 145 11 33 44 222 dwelling units 35 20 55 High-Tumover (Sit -Down) Restaurant 10 11 13 24 932 employees 5 4 9 Total 22 46 68 40 24 64 STUDY AREA Based on the proposed development plan, the intersection of SR 856/William Lehman Causeway and SR A1A/Collins Avenue in addition to the project driveways are proposed to be analyzed. Additionally, the roadway segment along SR AllA/Collins Avenue between SR 856/WiIliams Lehman Causeway and SR 826/NE 1631d Street will be analyzed. DATA COLLECTION A.M. (7:00 A.M. to 9:00 A.M.) and P.M. (4:00 P.M. to 6:00 P.M.) peak period turning movement counts will be collected at all identified study intersections on a typical weekday (Tuesday, Wednesday, or Thursday). Additionally, 24-hour continuous machine counts will be collected at the identified study roadway segment during the typical weekday (Tuesday, Wednesday, or Thursday). All traffic counts will be adjusted to peak season conditions using the appropriate Florida Department of Transportation (FDOT) peak season category factors. Turning movement counts will be collected in 15-minute intervals during the two (2) peak periods. Turning movement counts will also include pedestrians and bicyclists. Signal timing information will be obtained from Miami -Dade County Department of Transportation and Public Works — Traffic. Signals and Signs Division. All traffic data collected will be provided in the Appendix of the traffic analysis report. TRIP DISTRIBUTION The likely distribution of project traffic was forecast for the trips expected to be generated by the proposed development. The trip distribution was based on an interpolated cardinal trip distribution for the project site's traffic analysis zone (TAZ) obtained from the Miami -Dade Transportation Planning Organization's (TPO) 2045 Cost Feasible Plan travel demand model 2015 and 2045 data. The trip distribution for the anticipated build -out year of 2029 was interpolated from the 2015 and 8201 Peters Road, Suite 2200, Plantation, FL 33324 172 Kimley>>> Horn David Ettinger, AIA July30, 2025, Page 3 2045 data. The project is located within TAZ 604. The cardinal distribution is included in Attachment D. BACKGROUND TRAFFIC A background growth rate will be calculated based on historical growth trends at nearby FDOT traffic count stations. Additionally, growth rates based on the FSUTMS SERPM 2015 and 2045 model network volumes will be examined. The higher of the two (2) growth rates will be used in the analysis. Note that a minimum growth rate of 1.0 percent (1.0%) will be used for analysis. Documentation will be provided in the Appendix of the traffic impact study. The St. Regis Residences and Bentley Residences projects were identified by the City of Sunny Isles Beach and will be included as part of future background conditions. The City's review of this document will determine any additional committed projects to include in background conditions. CAPACITY ANALYSIS Capacity analyses will be conducted for the A.M. and P.M. peak hours at the study intersections and study segments. Intersection analyses will be performed using Trafficware's Synchro traffic engineering analysis software which applies the Transportation Research Board's (TRB's), Highway Capacity Manual (HCM), 2000 and 71' Edition methodologies. Roadway segment capacity analysis will be conducted using FDOT's Quality/LOS Handbook — Generalized Tables, 2023. Capacity analyses will be conducted for three (3) scenarios: existing, future build -out without project (future background conditions), and future build -out with project (future total conditions). The following figures will be included for the study intersections: • Existing conditions • Future background traffic conditions (with growth rate and committed development traffic) • Trip distribution • Trip assignment • Future total traffic conditions (with project) TURN LANE ANALYSIS The project trip assignment will be used to prepare a turn lane analysis at the project driveways. The analysis will be prepared based on FDOT recommended guidelines and the National Cooperative Highway Research Program (NCHRP) Report 457 methodology. GARAGE ENTRY GATE OPERATIONS ANALYSIS A 95"' percentile entry gate analysis will be prepared for parking garage entry points, if entry gates are provided. The entry gate queuing analysis will be prepared for the weekday A.M. and P.M. peak hours. Entry gate queuing analysis will be conducted consistent with the procedures outlined in ITE's Transportation and Land Development, 1988. The purpose of this analysis is to determine any future queue storage deficiencies at the entry gates and provide preliminary recommendations for mitigating these deficiencies. VALET OPERATIONS ANALYSIS A valet operations queuing analysis will be prepared forthe vehicle drop-off/pick-up area(s) to assess expected vehicle queues if a valet service is provided. Trip generation estimates will be utilized to provide for the highest demand scenario between the weekday A.M. and P.M. peak hours. The valet operations queuing analysis will be conducted consistent with procedures described in ITE's Transportation and Land Development, 1988. A traffic circulation figure will be prepared to illustrate the valet routes to and from the vehicle drop-off/pick-up area(s) along with valet routes within the on -site parking garage. 8201 Peters Road, Suite 2200, Plantation, FL 33324 954 535 5100 �j Kimley>>> Horn MULTIMODAL EVALUATION David Ettinger, AIA July 30, 2025, Page 4 Multimodal features around the site will be evaluated. The evaluation will include examining sidewalks, crosswalk locations, bicycle lanes, transit routes, and transit stop amenities along the site's boundaries and nearby roadways. DOCUMENTATION The results of the traffic analysis will be summarized in a report. The report will include supporting documents including signal timings, lane geometry, and software output sheets. The report will also include text and graphics necessary to summarize the assumptions and analysis. K:\FTL_TPTO\044800034 - RDBH Sunny Isles\Correspondence\07 30 2025 19051 Collins Ave Methodology. docx %��;t04F % C E Af • f Sri �� Cam.•: 1'� S F: '••'��'��� w •�Q ' No 62541 s ��? •. STATE OF .•1V: • `� r6I1lA � titi`• John J. McWilliams, P.E. Florida Registration Number 62541 Kimley-Horn and Associates, Inc. 8201 Peters Road, Suite 2200 Plantation, Florida 33324 This document has been digitally signed and sealed by John J. McWilliams, P.E., on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Attachments were removed to avoid duplicate information 174 Appendix C Traffic Data 175 Turning Movement Counts 176 m LOCATION: Collins Ave Jimmy Buffett Mem Hwy Un er ri ge Pkg lot & SR 856 William Lehman Causeway Ocean 2 Managem@ROr64 ID: 2-140300-001 CITY/STATE: Sunny Isles Beach, FL DATE: Wed, Aug 20, 2025 ♦ 1436 991 ♦ Peak -Hour: 08:00 AM - 09:00 AM Peak 15-Minute: 08:15 AM - 08:30 AM .i 1.7 3.0 506 914 16 ♦ *0 ♦ 0* L 4- S' 2.2 1.5 0.0 *j ♦ 4 L 4- 556 433 S Peak Hour Factor i 5 19 o ♦ ,p;gg 4- o 2.2 4.4 o.o ♦ 0.0 0.0 ♦ o.o 0 xTr 1 1421 988 i r, 14 28 ♦ h t 1+ ♦ 50 553 12 � i � � 3.4 2.9 ,, ♦ ~ t � 2.0 2.0 0.0 ,` 0.0 0.0 -► ♦ 1916 615 't' ♦ 2.2 2.0 70 4 -► ♦ L National Data &Surveying Services 16 „ 2 4 ♦ 4 27 ♦ ♦ 19 4 J t 0 6 ♦+- t 18 25-140300-001 North 0 0 -`_ 41 ♦ ♦ 11 14 � rI� ii 19 ? t 0 ,�— J L 29 ♦ h t r+ .♦ � I� h t r► 15-Min Count \ Period Pimmy Buffett Mem Hwy/Underb Northbound immy Buffett Mem Hwy/Underb Southbound ay/Ocean 2 Management Dwy/P Eastbound ay/Ocean 2 Management Dwy/P Westbound Hourly Left Thru R t U R* Left Thru R t U R* Left Thru.. R t U R* Left Thru R t U R* Beginning At I Total Total 7:00 AM 7:15 AM 0 70 3 7 0 71 2 15 0 171 76 1 0 197 89 3 47 0 308 0 83 0 304 0 4 0 0 0 1 0 1 0 687 766 3039 3221 7:30 AM 7:45 AM 0 97 2 10 0 105 2 6 0 201 127 2 0 227 126 79 0 235 0 115 0 236 0 5 0 2 0 4 0 2 0 760 826 3347 3450 18:00'AM ' 0 122 : 1 9 _ _ _3 _ 0 270' 114 - 5: _ _ 86 0 - 259 0'" 2 . 0 1 0 ` 869 3491- 8:15AM - 892 : ntka?622,,, •`8i30 AM . ' , ,0 163 ;; 3 "16 0 205` 123 . 2 110 0 ' 233 °0 5' 0 3 0 863 9730 8 45 AM Peak15-Min 0 ,., 127 5 14 Northbound 0 205 146 6 , _ , Southbound 1,122 0 239 0 : Eastbound 3 0 0 0 Westbound 867 867 Flowrates Left Thru R t U R* Left Thru R t U R* Left Thru R t U R* Left Thru R t U R* Total All Vehicles Heavy Trucks, 0 -.652 20 64 . -0 12 0 4 - 0 ..1080- 584 24 - 0 16 16 0 488 0 : 1036 0 28 0 40 0 20 0 12 0 ... 0 0 0 0 3980 112 Pedestrians Bicycles 16 0 .' . 12 : 0" 0. 32 0 20 40 4 44 8 8 0 0 48 0 0` 0 0 140 88 Buses Stopped Buses LOCATION: Collins Ave Jimmy Buffett Mem Hwy Under ridge P g lot & SR 856/William Lehman Causeway Ocean 2 Managem@RO o ID: 25-140300-001 CITY/STATE: Sunny Isles Beach, FL DATE: Wed, Aug 20, 2025 ♦ 1368 1700 t Peak -Hour: 04:15 PM - 05:15 PM Peak 15-Minute: 04:30 PM - 04:45 PM + 1.0 1.2 'f 628 720 20 41- 14J 4 4L4- 1.3 0.8 0.0 __1 4 L 695 517 Peak Hour Factor L 13 29 o ♦ 96 ♦ o 1.3 1.2 o.o ♦ x t 0.0 0.0 ♦ 0.0 1660 1143 Z r 16 44 67 1170 24 � j � 1.0 1.0 ,. �' � 1.5 1.2 0.0 ,` 0.0 0.0 ♦ 1879 1261 't' 4 Al ♦ A- L National Data &Surveying Services + 0.9 1.2 1 5 0 t � ♦ 4 13 ♦�' ♦ 7 0 J t 0 12 t t 13 North 25-140300-001 09t r 0 —1 0 '40 F -` ♦�� �� 4L ♦ 4L♦ —�- ♦ 6 S E t 0 0 0 Jt 17 0 -► h t r► ♦ � I� h t r► + ♦ I 15-Min Count Period immy Buffett Mem Hwy/Underb Northbound immy Buffett Mem Hwy/Underb Southbound ay/Ocean 2 Management Dwy7ayl.0cean EastboundWestbound 2 Management Dwy/P Hourly Left Thru R t U R* Left Thru R t U R* Left Thru R i U Rhru R t U R* Beginning At Total Total 4:00 PM 4:15 PM 0 277 5 15 0 307 5 14 0 196 130 3 0 155 147 7- 111 0 265 0 132 0' 294 0- 3 0 5' 0 0 0 2 0'; 1005 1068 4254 '.' 4318 V 294 Q, z ae,;-. a ;.."' tc 5+ 0 .[x C sa127,M0 302 4i45PM 10' 298; 8 '13 -0 191' 142 2 122 0 .' 270 `0'` 60 2 0'°: 1054 4222 ' S:OO.PM 5:15 PM _ 0 277 4 13 0 305 �. 7 17 0 194 148 4 W �0 172 168 3 137 0 - 285 _ 0 ; 109 0 -•�268 �_ y. 3 0 2 0 4 0' 1 �- 1069_ ti1052_-3240 4309 �� 5:30 PM 0 260 fi 15 0 171 155 4 137 0 295 0 3 0 1 0 1047 2188 5:45 PM Peak 15-Min 0 288 5 8 Northbound 0 241 156 6 Southbound 112 0 320 0 Eastbound 3 0 Westbound 2 0 1141 1141 Flowrates Total Left Thru R t U R* Left Thru R t U R* Left Thru R t U R* Left Thru R t U R* All Vehicles Heavy Trucks 0 1228 32 108, 0 24 0 4 ..0 _ 776 764 28 . - 0 12 16 0 548 :.0 1176 0, 8 0 12 0 -24 0 0 10 20. 0 :.. 0 0 ." 4704 72 Pedestrians 0" 24 "0 44 28 96 Bicycles Buses '0 4 0 0 0 .8 4 0 4 0 0: 0 0 0 0 20 Stopped Buses - _ LOCATION: Collins Ave Jimmy Buffett Mem Hwy & Miami Beach Club Dwy CITY/STATE: Sunny Isles Beach, FL PROJECT ID: 25-140300-002 DATE: Wed, Aug 20, 2025 ` 0 624 ♦ Peak -Hour: 08:00 AM - 09:00 AM Peak 15-Minute: 08:30 AM - 08:45 AM ♦ 0.0 1.8 0 0 0 41- 4J . 4L 4.. 4._1 0.0 0.0 0.0 4J 4 L 4- 0 5 .: i 0 0 Peak Hour Factor 1 ♦ j;083 ♦ 0 0.0 0.0 0.0 ♦ rk t. 0.0 0.0 ♦ 0.0 6 0 ,C 0 1 0 619 0 � j � j 0.0 0.0 Z � 0.0 1.8 0.0 ,` 0.0 0.0 ♦ 0 619 + o L National Data &Surveying Services ♦ 0.0 1.6 o , o ♦ ♦ ♦ 4 „ ♦ ♦ 29 0 1 L 0 North ' t ; ♦ ` ♦ t " 25-140300-002 o h ♦ i► 0 8 0 o r ♦ ♦� 0 �� ♦ 4L ♦ 4�♦ 0 ♦ d'"P ♦ 0 p ♦tF+'' �' O z �' r o ♦ ti t f* ♦ 0 11 0 T f" I ti t r► r 15-Min Count Period Ilins Ave/Jimmy Buffett Mem H Northbound Ilins Ave/Jimmy Buffett Mem H Southbound Miami Beach Club Dwy Eastbound Miami Beach Club Dwy Westbound Hourly Beginning At Lek Thru R t U R* Left Thru R t U R* Left Thru R t U R* I Left Thru R t U R* Total Total 7:00 AM 7:15 AM 0 81 0 0 0 87 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 81 87 394 449 7:30 AM 7:45 AM 0 111 0 0 0 115 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 111 115 518 595 8:00AM 8:15 AM _ 0 136 0 0 0 154 . 0 - 0 0. 0 0 0 Os' -_ 0 :. 0 0.. 0 0: 0 0, 2 0 ': 0 0 ; 0 0 0 0 ::' 0 O s 0. 0 "i 136 .156 .' 6:n '. 489 845 AM Peak15-Min 0. Northbound Southbound _.. _ Eastbound Westbound "..rates Total Lek Thru R t U R* Left Thru R t U R* Lek Thru R t U R* Left Thru R t U R. All Vehicles 0 744 0, ..0:. 0 10 0 0 8 4- - 0 0 0 - 0 ... 0 0 756 - Heavy Trucks Pedestrians 0 16 0 0 36 0 0 0 0 4 0 0 0'' 0 16 0 0. 56 0 0 16 112 Bicycles Buses 0 12 0 0 0 4 00 0 0 0 ,0 0 0..: 0 0 16 Stopped Buses LOCATION: Collins Ave Jimmy Buffett Mem Hwy & Miami Beach Club Dwy CITY/STATE: Sunny Isles Beach, FL PROJECT ID: 25-140300-002 DATE: Wed, Aug 20, 2025 i 0 1266 t Peak -Hour: 04:15 PM - 05:15 PM Peak 15-Minute: 04:15 PM -04:30 PM ♦ 0.0 1.2 t 0 0 0 ♦ 41 ♦ 4 ♦ 0.0 0.0 0.0 4' ♦ 4L. 0 e Peak Hour Factor t 1 1 ♦4j 0.0 0.0 r t 0.0 0.0 � 6 0 S 0 1 ♦ h t r► .00. 0 1261 1 j� \ li 0.0 0.0 i r 0.0 0.0 ♦ h It to 0.0 ,.z 0.0 ♦ 0 1262 ♦ 0 0L National Data. &Surveying Services ♦ 0.0 1.2 t 0 0 0 ♦ ♦ 40 ♦ 4 0 ♦ ♦ r 0 _f t 0 =� z ♦ ♦ ,s North O Z .` 0 ♦�r" 25-140300-002 ♦ I I -- «: ♦ r► 7 + - < 0 to s 0 ,_ .► 0 0 h ♦ r► ♦ T I h ♦ r► 0 15 0 15-Min Count Period Ilins Ave/Jimmy BuffettMem H Northbound Ilins Ave/Jimmy Buffett Mem H Southbound Miami Beach Club Dwy Eastbound Miami Beach Club Dwy Westbound Hourly Left Thru R t i U R" I Left Thru R t U R" Left Thru R t U R" Lek Thru R t U R" Beginning At Total Total 4:00 PM 0 275 0 0 0 0 0 0 4 0 0 0 0 0 0 0 279 1248 fi tm M� 0 33q; 0 0 i s p, 0 i0 0` �' m 0 " p k, ttt _34'7 , x 7 269 ; 4:30PM.' 4:45PM C0 313, 0 ''0 1=0' .317 0 0' 0 0' 0 ,' 0. 0 0 0'^0' 2. 0 ',: 0 0 3' 0 ._ 0 o 0' 0 0 0.,315 0 0 0 0` 320 1256: 1231 500PM 5:15 PM 0 297: 1 0: 0 321� 0 0 0 0 0 0 0- 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0'- 0 0 0 0 300 321 1208 908 5:30 PM 5:45 PM 0 290 0 0 0 296 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 290 297 587 297 Peak15-Min Flo..,.. Northbound Southbound •Eastbound Westbound Total Left Thru R t U R" Left Thru R t U R" Left Thru R t U R" Left Thru Rgt U ' R" All Vehicles Heavy Trucks 0. 1336 4 .. 0 0 28 0 0, 0 0 0 0 0 0 0 0 12 0 0 0 .. 0 .. 0. 0: 0 0 0- .4 0 0 0, 0 0 1356 _ 28 Pedestrians Bicycles 12 0 4 0 0 0 0 0 0 0 8 0 0 0 0 32 .0 0. 0 .0 52 4 Buses Stopped Buses 24-Hour Continuous Roadway Count 182 Prepared by National Data & Surveying Services VOLUME Collins Ave/Jimmy Buffett Mem Hwy Bet 183rd St & 178th St Day: Wednesday Date: 8/20/2025 City: Sunny Isles Beach Project #: FL25_140301_001 DAILY • Total DAILYTOTALS r Interval Hourly Intervals TOTAL15-Minutes •TOTAL 0:00 114 98 212 12:00 373 414 787 - 00:00 01:00F3304 296 600 0:15 80 74 154 12:15 408 381 789 01:00 02:00 1560:30 59 70 129 12:30 399 386 785 02:00 03:00 80 170 0:45 51 54 105 12:45 365 379 744 03:00 04:00 04:00 05:00 69 133 75 156 1:00 53 43 96 13:00 388 400 788 1:15 42 53 95 13:15 433 418 851 05:00 06:00 269 465 1:30 35 39 74 13:30 419 366 - 785 06:00 07:00 516 949 1465 1:45 22 21 43 13:45 477 384 861 07:00 08:00 08:00 09:00 1049 1691 2740 1591 1646 3237 2:00 28 24 52 14:00 451 427 878 2:15 19 19 38 14AS 433 424 857 09:00 10:00 1331 1544 2875, 2:30 24 19 .43 14:30 380 392 772" 10:00 11:00 1443 1454 2897 2:45 19 18 37. 14:45 396 391 787 ' 11:00 12:00 1489 1443 2932 3:00 24 23 47 15:00 420 439 859 12:00 13:00 1545 1560 3305 3:15 18 21 39 15:15 424 417 841 13:00 14:00 1717 1568 3285 3:30 15 11 26 15:30 458 388 846 14:00 15:00 1660 1634 3294 3:45 7 14 21 1 15:45 463 443 906 15:00 16:00 16:00 17:00 1765 1687 3452 2149 1734 3883 4:00 20 16 36 16:00 569 453 -1022 4:15 19 12 31 16:15 481 409 896 17:00 18:00 2082 1768 3850 4:30 22 20 42 16:30 580 449 1029 ' 18:00 19:00 1973 1673 3646 4:45 20 27 47 16:45 519 423 942 19:00 20:00 20:00 21:00 1508 1554 3062 1168 1369 2537 5:00 39 46 85 17:00 518 434 952 5:15 50 42 92 17:15 531 438 969. 21:00 22:00 923 1121 2044, 5:30 43 67 110 . 17:30 537 406 943 22:00 23:00 918 849 1767 5:45 64 114 178 17:45 496 490 986 23:00 00:00 639 690 1320 6:00 79 140 219' 18:00 512 425 937 STATISTICS 6:15 120 162 282 ' 18:15 519 445 964, NB SB EB W13 TOTAL 6:30 131 296 427 18:30 464 348 812 Peak Period 00-00 to. 12:00 6:45 186 351 537 18:45 478 455 933 Volume Peak 8306 9672 8:00 7:00 17978 8:00 7:00 234 433 667 19:00 401 362 763 7:15 227 440 667 19:15 412 424 836 ' Peak Volume 1591 1691 3237 7:30 300 411 711 19:30 364 390 754 Peak Hour Facto 0.940 0.961 0.944 7:45 288 407 695 19:45 331 378 709 8:00 423 409 832- 20:00 306 315 621 Peak Period 12:00 to , 00.00 8:15 413 373 MIS 20:15 343 364 707 Volume 18047 17207 35254 8:30 398 459 857 20:30 267 325 592 Peak Hour 16:00 17:00 16:30 8:45 357 405 762 20:45 252 365 617 Peak Volume Peak Hour Factor 2149 1768 0.926 0.902 3892 0.946 9:00 334 389 723 21:00 247 289 536 ' 9:15 276 376 652 21:15 247 298 545 9:30 384 406 790 21:30 231 269 Soo Peak Period 07-00 to 09:00 9:45 337 373 710 21:45 198 265 463, Volume Peak Hou 2640 3337 8:00 7:00 5977 8:00 10:00 370 390 760 22:00 191 226 417 10:15 312 352 664 22:15 257 244 501 Peak Volume 1591 1691 3237 10:30 348 342 690 22:30 269 179 448 - Peak Hour Facto 0.940 0.961 0.944 10:45 413 370 783 22:45 201 200 401 11:00 362 399 761 23:00 198 192 390 Peak Period 16 00 to 18.00 11:15 335 323 658 23:15 168 186 354 Volume 4231 3502 7733 11:30 374 330 104 23:30 146 148 294 Peak Hour 16:00 17:00 16:30 11:45 418 391 809 23:45 127 164 291 Peak Volume Peak Hour. Facto 2149 1768 0.926 0.902 3892 0.946 OTA 8306 9672 0 0 17978 OTA 18047 17207 0 0 35254 SPLfT 46% 54% 0%' 0% 34% ISPLIT M 51% 49% 0% 0% 66%11. Peak Season Category Report 184 2024 PEAK SEASON FACTOR CATEGORY REPORT - REPORT TYPE: ALL CATEGORY: 8700 MIAMI-DADE NORTH MOCF: 0.95 WEEK DATES SF PSCF -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- 1 01/01/2024 - 01/06/2024 1.07 1.13 2 01/07/2024 - 01/13/2024 1.03 1.08 3 01/14/2024 - 01/20/2024 1.00 1.05 4 01/21/2024 - 01/27/2024 0.98 1.03 * 5 01/28/2024 - 02/03/2024 0.97 1.02 * 6 02/04/2024 - 02/10/2024 0.96 1.01 * 7 02/11/2024 - 02/17/2024 0.95 1.00 * 8 02/18/2024 - 02/24/2024 0.95 1.00 * 9 02/25/2024 - 03/02/2024 0.94 0.99 *10 03/03/2024 - 03/09/2024 0.94 0.99 *11 03/10/2024 - 03/16/2024 0.94 0.99 *12 03/17/2024 - 03/23/2024 0.94 0.99 *13 03/24/2024 - 03/30/2024 0.95 1.00 *14 03/31/2024 - 04/06/2024 0.95 1.00 *15 04/07/2024 - 04/13/2024 0.96 1.01 *16 04/14/2024 - 04/20/2024 0.97 1.02 *17 04/21/2024 - 04/27/2024 0.98 1.03 18 04/28/.2024 - 05/04/2024 0.99 1.04 19 05/05/2024 - 05/11/2024 1.00 1.05 20 05/12/2024 - 05/18/2024 1.02 1.07 21 05/19/2024 - 05/25/2024 1.03 1.08 22 05/26/2024 - 06/01/2024 1.04 1.09 23 06/02/2024 - 06/08/2024 1.05 1.11 24 06/09/2024 - 06/15/2024 1.06 1.12 25 06/16/2024 - 06/22/2024 1.05 1.11 26 06/23/2024 - 06/29/2024 1.04 1.09 27 06/30/2024 - 07/06/2024 1.03 1.08 28 07/07/2024 - 07/13/2024 1.02 1.07 29 07/14/2024 - 07/20/2024 1.02 1.07 30 07/21/2024 - 07/27/2024 1.01 1.06 31 07/28/2024 - 08/03/2024 1.01 1.06 32 08/04/2024 - 08/10/2024 1.01 1.06 134 08/18/2024 - 08/24/2024 1.01 1.061 3S,15 36 /'2 -,/'2021 09/01/2024 vM/'I77`2'Lv zs1± - 09/07/2024 1.01 . 1.06 37 09/08/2024 - 09/14/2024 1.01 1.06 38 09/15/2024 - 09/21/2024 1.01 1.06 39 09/22/2024 - 09/28/2024 1.01 1.06 40 09/29/2024 - 10/05/2024 1.01 1.06 41 10/06/2024 - 10/12/2024 1.01 1.06 42 10/13/2024 - 10/19/2024 1.02 1.07 43 10/20/2024 - 10/26/2024 1.02 1.07 44 10/27/2024 - 11/02/2024 1.02 1.07 45 11/03/2024 - 11/09/2024 1.02 1.07 46 11/10/2024 - 11/16/2024 1.03 1.08 47 11/17/2024 - 11/23/2024 1.03 1.08 48 11/24/2024 - 11/30/2024 1.04 1.09 49 12/01/2024 - 12/07/2024 1.05 1.11 50 12/08/2024 - 12/14/2024 1.06 1.12 51 12/15/2024 - 12/21/2024 1.07 1.13 52 12/22/2024 - 12/28/2024 1.03 1.08 53 12/29/2024 - 12/31/2024 1.00 1.05 * PEAK SEASON 04-MAR-2025 16:32:53 830UPD 6 8700 PKSEASON.TXT 185 Signal Timings 186 E � 8 x R v Q R s a A � LO U � Q a - co d Q Q W y Q � C >~ O f'- `c. s rig O J m + CO � � w CO O LO y c L O a+ � � L 06 Q MI f- W M G �" c n O U NI CO CO ti rn i P R a u R Q N �' CD x i CD •' dl M P,I 2 a � a Gy1 O r N y t E a a) a) m d a a E E E a o w w w O r ,' r r O co N N Cl) Cl) CV �I O v IT IT v v o }_,II 0 0 0 0 0 0 0 0 m X 0 0 co LC) 0 0 0 co CN N 0 O O N N N O co O,q LO N- `- r V N O m N O O CO LO N 0 r co o co m 0 K O O LO O LO O M O r N N N r N O x W N O r N N N r N O t � i O r N N N r N O otir 0 m •� N O � � O L: O 1 r� 1- r � O O OO r r O O r O r O r O Y M ?� O O O 00 O O O N r r Q O O r O r O O r O r O r O Y M O rl- r O 1- F- r- O d s a� orror- r- r-o ~ ~ m E H m fn W 3: ED (A z i tNal a rNMvLnmr- ao ti co T- 9 W m (E CL 1.2 i n O w N �L O a CO (n (n (n (n (n LL LL LL LL� LL LL F- F- F- F F- F- U) (n Cn 5 C N N d Cl' Cp LL LL N N �. 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M,N ^;� y, t N. 3ai. 77 N O O CD O O Cl O CD0 O LO 0 Lo O LO O LO m M N N r �- (Ae(3/sajoiyan) 31 ejl Al!ea a6eJany ti 0 N SERPM Analysis 208 SERPM Growth Rate Summary Street Name 2015 2045 Difference Growth Rate Annual Growth Rate Collins Avenue 29,846 38,546 8,700 29.15% 0.97% 27,723 35,222 7,499 27.05% 0.90% 23,330 29,487 6,157 26.39% 0.88% 52,903 63,187 10,284 19.44% 0.65% 50,837 60,136 9,299 18.29% 0.61% 50,965 60,346 9,381 18.41 % 0.61 % SR 856/ William Lehman Causeway 38,568 45,880 7,312 18.96% 0.63% Total 274,172 332,804 58,632 21.39% 0.71% K:\FTL_TPTO\044800034 - RDBH Sunny Isles\Calcs\Growth\Growth.xlsx RDBH Sunny Isles 2015 Volumes SERPM 8.543 210_ (Licensed to Kimley Horn & Associates) RDBH Sunny Isles 2045 Volumes SERPM 8.543 211 (Licensed to Kimley Horn & Associates) (BOODOCP Appendix E Committed Developments 212 St. Regis Residences 213 LA PLAYA I Q 0 U William Lehman Causeway (SR 856) Inbound Outbound SR 856 Ramp Project Location Exhibit 10 Project Trip Assignment Driveway fay Driveway 0 NORTH MAP NOT TO SCALE DAVID PLUMMER & ASSOCIATES I Project No. 21117 nn p 214 Bentley Residences 215 Trip Generation Statement 12 April 2021; Revised.16 August 2021 Bentley Residences Page 2 of 5 Langan Project No.: 300265001 Table 1 - Trip Generation Estimates 310 1 180 Rooms I T = 11.29 (X) - 426.97 1 50% Proposed Use Multifamily Housing (High -Rise) 222 216 DU T= 3.94 (X) + 211.81 50% 50% 532 531 1,063 Difference -271 -271 -542 reaK Existing Use Hotel 310 180 Rooms T = 0.50 (X) - 5.34 59% 41 % 50 35 1 85 Proposed Use Multifamily Housing (High -Rise) 1 222 1 216 DU I T = 0.28 (X) + 12.86 1 24% 1 76% 18 55 73 Difference 1 -32 1 20 1 -12 Existing Use Hotel Proposed Use Multifamily Housing 310 1 180 Rooms I T = 0.75 (X) 49% 1 56 1 53 1 109 (High -Rise) 222 1 216 DU I T = 0.34 (X) + 8.56 1 61 % 1 39% 50 32 82 Difference 1 -6 1 -21 1 -27 Project Traffic Distribution We determined the directional distribution of site -generated trips based on cardinal distribution data for TAZ 608 from the Miami -Dade County 2045 Transportation Model (see Attachment D) and from the development's access to the surrounding roadway network. We interpolated the 2015 and 2045 values of the cardinal distribution to estimate 2023 percentages. Table 2 shows the proposed development's trip -distribution percentages. Table 2 - Cardinal Distribution 2015 4.50% 0.00% 0,00% 0.70% 2T00% 22.50% 23.20% 22.10% 2045 2.90% 0.00% 0.00% 1.20% 28.70% 28.50% 18.30% 20.40% 2023 4.07% 0.00% 0.00% 0.83% 27.45% 24.10% 21.89% 21.65% Intersection Sight Distance The development will provide adequate intersection sight distances (ISD) at the proposed driveways along Collins Avenue that will meet Florida Department of Transportation (FDOT) requirements for exiting vehicles based on the standards for a six -lane roadway with a 40 MPH design speed. The proposed north driveway will provide a sight distance longer than 615 feet as required by FDOT. Sheet C-300 included in Attachment B shows the FDOT sight triangles. LANGAA216 I NNW 22.00% 21.00% AAICAAI NNE 21.00% 5.00% ENE 0.00% 0,00 % LANGAN ENGINEERING & ENVIRONMENTAL SERVICES 15150 NW 78w Court, Suite 200, Miami Lakes, FL 33016 P: 786.264.7221 F: 786.264.7201 www.langan.com Project THUNDERBIRD EAST SUNNY ISLES BEACH I SS (32) SITE r -- W 0 u, LEGEND # AM Peak Hour (#) PM Peak Hour I Driveway Figure Title Project No. 300265001 DRIVEWAY VOLUMES Date FIGURE 2 8/13/2021 Scale lFL CERTIFICATE OF AUTHORIZATION 217 Appendix F Trip Generation Calculations 218 z O w z w O a Ix a ❑ w w O a O m a Y W W W N O a O w a �IIII�II�I�II �IIIII���I� ��I11�111 �ii�iiii�■ iiiNl�ll `nm�ve■o �1�1�111118 �f911�l1�p19 �1911i1�llli� �I�II�I�II� IIIIIINIII oo�v ■ .l V � Internal Capture Reduction Calculations Methodology for A.M. Peak Hour and P.M. Peak Hour based on the Trip Generation Handbook, 3rd Edition, published by the Institute of Transportation Engineers SUMMARY (PROPOSED) GROSS TRIP GENERATION Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 0 0 0 -. 0 Retail 0 0 0 : 0 Z Restaurant 14 . 14 11: $ Cinema/Entertainment 0 0 0. 0 Residential 12 36 36 22 Hotel 0 0 0 ' 0 26 50 47 30 INTERNAL TRIPS Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 0. 0 0 0 . d Retail 0 0 0 ... 0 . Restaurant 3 1 2 1 O Cinema/Entertainment 0 0 0 0 Residential 1 3 1 2 - Hotel 0 0 .. 0 0 4 4 3 3 Total %Reduction 10.5% Z8% Office dRetail Restaurant 14.3% 15.8% Cinema/Entertainment Q Residential 8.3% 5.2% Hotel EXTERNAL TRIPS Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 0 0 0 0 d Retail 0 0 0 0 Restaurant 11 13 9 7 O Cinema/Entertainment 1 0 : ' 0. 0 0 Residential 11 33 35 . 20 Hotel 0 0 0 0 22 46 44 27 10/7/24, 1:58 PM B08301: Means of Transportation ... - Census Bureau Table United States® Means of Transportation to Work Census Bureau Note: This is modified view of the original table produced by U.S. Census Bureau. This download or printed version may have missing information from the original table. 0+31 +51 /1681=5.067 Census Tract 1.23; Miami -Dade county; Florida Label _. _._ _ _ Estimate Margin of Error V Total: 1,618 ±297 V Car, truck, or van: 1,112' ! t271 Drove alone 940 t207 V Carpooled: 172 ±112 In 2-person carpool 152 ±106 In 3-person carpool 20 t31 In 4-person carpool 0 ±15 In 5- or 6-person carpool 0 ±15 In.7-or-more=person carpool 0 t15 V Public transportation (excluding taxicab): 0 t15 Bus 0 ±15 Subway or elevated rail 0 t15 Long-distance train or commuter rail 0 ±15 Light rail, streetcar or trolley (carro publico in Puerto Rico) 0 ±15 Ferryboat 0 ±15 Taxicab 0 t15 Motorcycle 0 ±15. Bicycle 31 ±48 Walked 51 ±82 UU ICI I1ICdl IJ JL =44 Worked from home 392 ±178 ?22 https://data.census.gov/table/ACSDT5Y2022.BO8301?q=bO8301 &g=1400000US12086000123 10/7/24, 1:58 PM B08301: Means of Transportation ... - Census Bureau Table Table Notes Means of Transportation to Work Survey/Program: American Community Survey Universe: Workers 16 years and over Year: 2022 Estimates: 5-Year Table ID: BMW Although the American Community Survey (ACS) produces population, demographic and housing unit estimates, the decennial census is the official source of population totals for April 1st of each decennial year. In between censuses, the Census Bureau's Population Estimates Program produces and dissemina the official estimates of the population for the nation; states, counties, cities, and towns and estimates of housing units for states and counties. Information about the American Community Survey (ACS) can be found. on the ACS website. Supporting documentation including code lists, subject definitions, data accuracy, and statistical testing, and a full list of ACS tables and table shells (without estimates) can be found on Technical Documentation section of the ACS website. Sample size and data quality measures (including coverage rates,. allocation rates, and response rates) can be found on the American Community Survey website. in the Methodology section. Source: U.S. Census Bureau, 2018-2022 American Community Survey 5-Year Estimates Data are based on a sample and are subject to sampling variability. The degree of uncertainty for an estimate arising.from sampling variability is represent through the use of a margin of error. The value shown here is the 90 percent margin of error. The margin of error can be interpreted roughly.as providing a 90 percent probability that the interval. defined by the estimate minus the margin of error and the estimate plus the margin of error (the lower and upper confidence bounds) contains the true value. In addition to sampling variability, the ACS estimates are subject to nonsampling error (for a discussion of nonsampling variability, see ACS Technical Documentation). The effect of'nonsampling error is not represented in these tables. Workers include members of the Armed Forces and civilians who were at work last week. Several means of transportation to work categories were updated in 2019. For more information, see: Change to Means of Transportation. The 2018-2022 AmericanCommunity Survey (ACS) data generally reflect the March 2020 Office of Management and Budget (OMB) delineations of metropolitan and micropolitan statistical areas. In certain. instances, the names, codes, and boundaries of the principal cities shown in ACS tables may diffi from the OMB delineation lists due to differences; in the effective dates of the geographic entities. Estimates of urban and rural populations; housing units, and characteristics reflect boundaries of urban areas defined based on 202.0 Census data. As a result, data for urban and rural areas from the ACS do not necessarily reflect the results of ongoing urbanization. Explanation of Symbols: The estimate could not be computed because there were an insufficient number of sample observations. For a ratio of medians estimate, one or both of tt median estimates falls in the lowest interval or highest interval of an open-ended distribution. Fora 5-year median estimate, the margin of error assoc'ratei with a median was larger than the median itself. The estimate or margin of error cannot be displayed because there were an insufficient number of sample cases in the selected geographic area. M The estimate or margin of error is not applicable or not available. median - The median falls in the lowest interval of an open-ended distribution (for example 112,500-11) median+ The median falls in the highest interval of an open-ended distribution (for example "250,000+"). The margin of error could not computed because there were an insufficient number of sample observations. The -margin of error could not be computed because the median falls in the lowest interval or highest interval of an open-ended distribution. https://data.census.gov/table/ACSDT5Y2022.BO8301 ?q=b08301 &g=1400000US12086000123 223 10/7/24, 1:58 PM B08301: Means of Transportation ... - Census Bureau Table A margin of error is not appropriate because the corresponding estimate is controlled to an independent population or housing estimate. Effectively, the corresponding estimate has no sampling error and the margin of error may be treated as zero. 224 https://data.census.gov/table/ACSDT5Y2022. BO8301 ?q=bO8301 &g=1400000US 12086000123 Appendix G Transit Service Information 225 For more details on our fares please visit our web site at Broward.org/BCT or call customer service: 954-357-8400. Reading A Timetable - It's Easy 1. The map shows the exact bus route. 2. Major route intersections are called time points. Time points are shown with the symbol ❑. 3. The timetable lists major time points for bus route. Listed under time points are scheduled departure times. 4. Reading from left to right, indicates the time for each bus trip. 5. The bus picks up and drops off riders at all BCT bus stop signs along the route where there is a Broward County bus stop sign. 6. Arrive at the bus stop five minutes early. Buses operate as close to published timetables as traffic conditions allow. Not paying your fare is a crime per Florida Statute 812.015. Violation constitutes a misdemeanor, punishable by jail time and/or a fine. Information: 954-357-8400 Hearing -speech impaired: Florida Relay Service- 711 or 1-800-955-8771 TTY- 954-357-8302 This publication can be made available in alternative formats upon request. This symbol is used on bus stop signs to indicate accessible bus stops. BRQN ARD COUNTY BROWARD COUNTY BOARD OF COUNTY COMMISSIONERS An equal opportunity employer and provider of services. 226 EASTBOUND To Aventura Mall J H Q }Q m a. 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10:47p 11:00p 10:14p 10:37p 10:45p 10:55p 11:08p 11:18p 11:31 p 10:47p 11:10p 11:18p 11:28p 11:41 p 11:51 p 12:04a G 11:19p 11:42p 11:50p 12:00a 12:13a 12:23a 12:36a G WESTBOUND To Memorial Hospital Miramar U U J m Y Y zCo O 0 mw> J= J LU J Q a:0 Q W M Coo= oQ Cr� IrQ or J ¢or zo z ; <� �2 cc 2w Fr 2 o LU aJg QC °c�W U° Uj Q rMCn =m G.6 206 2U 9 1 8 1 5 1 4 1 3 1 2 1 5:35a 5:50a 6:04a 6:16a 6:26a 6:40a 6:58a 6:02a 6:17a 6:31 a 6:43a 6:53a 7:07a 7:25a 6:30a 6:45a 6:59a 7:11 a 7:21 a 7:35a 7:53a 6:59a 7:14a 7:28a 7:40a 7:50a 8:04a 8:22a 7:26a 7:42a 7:58a 8:12a 8:23a 8:36a 8:55a 7:57a 8:13a 8:29a 8:43a 8:54a 9:07a 9:26a 8:28a 8:44a 9:00a 9:14a 9:25a 9:38a 9:57a 8:55a 9:11 a 9:27a 9:41 a 9:52a 10:05a 10:24a 9:25a 9:43a 10:03a 10:18a 10:29a 10:41 a 11:00a 9:55a 10:13a 10:33a 10:48a 10:59a 11:11 a 11:30a 10:25a 10:43a 11:03a 11:18a 11:29a 11:41a 12:00p 10:55a 11:13a 11:33a 11:48a 11:59a 12:11 p 12:30p 11:20a 11:38a 11:58a 12:13p 12:24p 12:36p 12:55p 11:45a 12:03p 12:23p 12:38p 12:49p 1:01 p 1:20p 12:15p 12:33p 12:53p 1:08p 1:19p 1:31 p 1:50p 12:45p 1:04p 1:25p 1:40p 1:52p 2:05p 2:24p 1:15p 1:34p 1:55p 2:10p 2:22p 2:35p 2:54p 1:45p 2:04p 2:25p 2:40p 2:52p 3:05p 3:24p 2:15p 2:34p 2:55p 3:10p 3:22p 3:35p 3:54p 2:45p 3:04p 3:25p 3:40p 3:52p 4:05p 4:24p 3:15p 3:34p 3:55p 4:10p 4:22p 4:35p 4:54p 3:43p 4:02p 4:23p 4:38p 4:50p 5:03p 5:22p 4:13p 4:34p 4:56p 5:10p 5:22p 5:33p 5:51 p 4:43p 5:04p 5:26p 5:40p 5:52p 6:03p 6:21 p 5:13p 5:34p 5:56p 6:10p 6:22p 6:33p 6:51 p 5:43p 6:04p 6:26p 6:40p 6:52p 7:03p 7:21 p 6:13p 6:34p 6:56p 7:10p 7:22p 7:33p 7:51 p 6:43p 7:04p 7:26p 7:40p 7:52p 8:03p 8:21 p 7:13p 7:34p 7:56p 8:10p 8:22p 8:33p 8:51 p 7:38p 7:55p 8:11 p 8:22p 8:32p, 8:44p 9:00p G 8:05p 8:22p 8:38p 8:49p 8:59p 9:11 p 9:27p 8:39p 8:56p 9:12p 9:23p 9:33p 9:45p 10:01 p 9:11 p 9:28p 9:44p 9:55p 10:05p 10:17p 10:33p 9:43p 10:00p 10:16p 10:27p 10:37p 10:49p 11:05p 10:13p 10:30p 10:46p 10:57p 11:07p 11:19p 11:35p G 10:46p 11:03p 11:19p 11:30p 11:40p 11:52p 12:08a G 11:14p 11:31 p 11:47p 11:58p 12:08a 12:20a 12:36a G 11:44p 12:01a 12:17a 12:28a 12:38a 12:50a 1:06a G NUMBERS IN BOXES REFER TO TIME POINTS ON MAP Times with the letter "G" after them indicate bus returns to garage. 229 EASTBOUND To Aventura Mall J Q Q � Oz z Y Y Uw Zj Um J O Q Q mr mZ < 02 2w 22 J �m Z06 z06 � g L, FLU 1a �U) Q-j QJ L>, 2: O 206 god -rM Z:M Q 1 1 2 1 3 1 4 1 6 1 7 9 8:00a 8:21 a 8:29a 8:41 a 8:59a 9:12a 9:29a 8:45a 9:06a 9:14a 9:26a 9:44a 9:57a 10:14a 9:25a 9:46a 9:54a 10:06a 10:24a 10:37a 10:54a 10:05a 10:27a 10:36a 10:51 a 11:09a 11:23a 11:42a 10:45a 11:07a 11:16a 11:31 a 11:49a 12:03p 12:22p 11:30a 11:52a 12:01 p 12:16p 12:34p 12:48p 1:07p 12:15p 12:37p 12:46p 1:01 p 1:19p 1:33p 1:52p 1:00p 1:22p 1:31 p 1:46p 2:04p 2:18p 2:37p 1:45p 2:07p 2:16p 2:31 p 2:49p 3:03p 3:22p 2:30p 2:53p 3:02p 3:15p 3:33p 3:46p 4:05p 3:15p 3:38p 3:47p 4:00p 4:18p 4:31 p 4:50p 4:00p 4:23p 4:32p 4:45p 5:03p 5:16p 5:35p 4:45p 5:08p 5:17p 5:30p 5:48p 6:01 p 6:20p 5:30p 5:53p 6:02p 6:15p 6:33p 6:46p 7:05p 6:15p 6:38p 6:46p 6:59p 7:14p 7:24p 7:40p 6:57p 7:20p 7:28p 7:41 p 7:56p 8:06p 8:22p 7:42p 8:05p 8:13p 8:26p 8:41 p 8:51 p 9:07p G 8:22p 8:45p 8:53p 9:06p 9:21 p 9:31 p 9:47p G WESTBOUND To Memorial Hospital Miramar J O mw> O m Y Z o LU J= J J a aw a a: W �— Cr 0 Co 0 Q J F— Z060 g>g ZM g� 2i 2 :ELu 02 W �C� Ez w� Q =m0) =m 20 _�� 2.6 2U 2:2 9 1 8 1 5 1 4 1 3 1 2 1 7:45a 8:02a 8:18a 8:31 a 8:42a 8:52a 9:10a 8:25a 8:42a 8:58a 9:11 a 9:22a 9:32a 9:50a 9:05a 9:22a 9:38a 9:51 a 10:02a 10:12a 10:30a 9:50a 10:07a 10:23a 10:36a 10:47a 10:57a 11:15a 10:30a 10:49a 11:08a 11:22a 11:33a 11:43a 12:03p 11:12a 11:31a 11:50a 12:04p 12.15p 12:25p 12:45p 11:57a 12:16p 12:35p 12:49p 1:00p 1:10p 1:30p 12:41 p 1:00P 1:19p 1:33p 1:44p 1:54p 2:14p 1:26p 1:45p 2:04p 2:18p 2:29p 2:39p 2:59p 2:08p 2:29p 2:50p 3:05p 3:16p 3:26p 3:45p 2:53p 3:14p 3:35p 3:50p 4:01 p 4:11 p 4:30p 3:38p 3:59p 4:20p 4:35p 4:46p 4:56p 5:15p 4:21 p 4:42p 5:03p 5:18p 5:29p 5:39p 5:58p 5:05p 5:26p 5:47p 6:02p 6:13p 6:23p 6:42p 5:50p 6:11 p 6:32p 6:47p 6:58p 7:08p 7:27p 6:35p 6:55p 7:14p 7:27p 7:38p 7:47p 8:04p 7:20p 7:40p 7:59p 8:12p 8:23p 8:32p 8:49p G 7:55p 8:15p 8:34p 8:47p 8:58p 9:07p 9:24p G 8:35p 8:55p 9:14p 9:27p 9:38p 9:47p 10:04p G NUMBERS IN BOXES REFER TO TIME POINTS ON MAP Times with the letter "G" after them indicate bus returns to garage. 230 cLa m 0 ca m cLa M > — O E_ Nm a a � cna W0 a ~ C O N M 2 > 'ONIS SONvISI 9 3321H1 ® a C a ti la E s '3AV 9 'M'N v ' ■_ '3AV L£ 'M-S f— 9 6 l�l W z cn 'aO .U.IS2l3AINn F- W .. U) P.. Z Qc - G w z � • 1 U �d zw K I o Z U J OAl9 3NAvl ONISVO T ONIOvtI MNVd wv3NisdnnE) Ala 0 91a ► (D) IINM04'M'S 9 6 12i '3AV Z9'M'S '3AV 99 'M'S 4 • '3" W ❑ a O2! SnIVIH E 'CIM 03M • Q Z z N �CZ ~ W U 'OH O°JNIWVI=l *Na am0 ANINna0 m �o Z J > °° Ez"m a '3AV Wlvd IVAON 'ti ! J J a N ¢wW �Zwof pumLU a _ '(3M S3N k(3 3/�t/ 096 MS � O aZs �0a. 3A`dZL4 �a 0 c -�e U) L CL U cn 06 E cn /H//� v♦ W L L aS Y WM � c CD N n Z o c 3 _ a LL =U 0 Ea) O n�� ++ L aS (0 L N L L IL OOOOOOOU # iu c� z w � R F- UU Z C D Z O a� o m ww Z� 2 a do 0 OO O w m Co Ud i-2 ~ hN 231 Customer Service Monday - Friday.............................................7 am - 7:45 pm Saturday, Sunday and Holidays................8:30 am - 4:45 pm Transit Operations Agents help with: • Trip planning • Identifying Bus Pass • Routes, times and sales locations transfer information • Special event information Lost and Found: 954-357-8400, Monday, Tuesday, Thursday and Friday, 9:00 am - 4:00 pm Holiday Bus Service Sunday bus service is provided on the following observed holidays: New Year's Day Labor Day Memorial Day Independence Day Thanksgiving Day Christmas Day Fares Exact fare, dollar bill or coins required. Operators do not carry change. Fares are: Regular, Premium Express, Senior/Youth/Disabled/Medicare.* Children (under 40 inches ride FREE) Fare Deals All Day Bus Pass offers unlimited rides on all routes. On sale aboard all BCT buses. NOTE: Other cost saving passes cannot be purchased on BCT buses, but, are available at the Central Bus Terminal and at authorized distributors. 10 Ride Pass: 10 Rides any time, any day. Expires after the tenth ride is taken. 7 Day Pass: Unlimited rides for seven consecutive days. Starts on the first day card is used. Expires after the seventh day. 31 Day Adult Pass: Unlimited rides for 31 consecutive days. Starts on the first day card is used. 31 Day Reduced Pass: Youth*, Seniors*, Disabled*, Medicare*, College Student*. Unlimited rides for 31 consecutive days. Starts on the first day card is used. **Premium Express 10 Ride Pass: 10 rides any time, any day. Expires after tenth ride is taken. **Premium Express 31 Day Pass: Unlimited rides for 31 consecutive days. Starts on the first day card is used. Bus Passes are not exchangeable, refundable or transferrable. Damaged cards are invalid. Lost, stolen or damaged cards will not be replaced. *NOTICE: Proof of age is required for Youth fare (18 years or younger) and for Senior fare (65 years or older). For College Student Bus Pass, a college photo ID card is required. For Disabled and Medicare fare, proof of disability (Medicare card) and photo I.D. is required. Eligible Senior fare patrons are encouraged to acquire their BCT Reduced Fare Photo ID cards. ** Premium Bus Pass can be purchased online at Broward.org/BCT and at select Broward County library locations. PROTECTIONS OF TITLE VI OF THE CIVIL RIGHTS ACT OF 1964 AS AMENDED Any person(s) or group(s) who believes that they have been subjected to discrimination because of race, color, or national origin, under any transit program or activity provided by Broward County Transit (BCT), may call 954- 357-8481 to file a Title VI discrimination complaint or write to Broward County Transit Division, Compliance Manager, ' N. University Drive, Suite 3100A, Plantation, FL 33324 TRANSIT WATCH WHEN IT COMES TO OUR SAFETY, WE CAN ALWAYS USE AN EXTRA PAIR OF EYES AND EARS. BE ALERT. CALL 954-357-LOOK (5665). TELL US. TRANSFER POLICY - EFFECTIVE 7/10/11 TRANSFERS BETWEEN REGULAR BCT BUS SERVICE AND BCT EXPRESS BUS SERVICE Passengers using any BCT bus pass and transferring from a regular BCT route, to an Express bus route, must pay a $1.00 upgrade fee. Passengers with a Premium bus pass do not have to pay the $1.00 upgrade fee. Passengers paying with cash, on a regular BCT bus route, will not be able to transfer to an Express bus route without paying the full premium fare when boarding the Express bus. Passengers using an All -Day bus pass will be required to pay the $1.00 upgrade fee when boarding Express buses. PREMIUM BUS PASS CUSTOMERS The BCT 31-Day Premium Bus Pass is acceptable on all BCT regular bus routes. TRANSFERS FROM BCT TO OTHER SOUTH FLORIDA TRANSIT SYSTEMS When boarding a BCT bus, passenger pays the appropriate BCT fare and may request a transfer from the bus operator if transferring to Miami - Dade Transit (MDT), Palm Tran or Tri-Rail. TRANSFERS TO BCT FROM OTHER SOUTH FLORIDA TRANSIT SYSTEMS When transferring from MDT, Palm Tran and Tri-Rail to BCT regular fixed - route bus service, passenger pays $.50 with a transfer issued by MDT or Palm Tran and proof of fare payment such as Easy Card and receipt issued by Tri-Rail. Tri-Rail passengers boarding BCT at any locations other than at a Tri-Rail station will be required to pay the full fare. TRANSFERS BETWEEN OTHER SOUTH FLORIDA TRANSIT SYSTEMS AND PREMIUM EXPRESS BUS SERVICE Transfers to MDT orTri-Rail from Premium Express Service, a transfer is issued and passenger must pay appropriate MDT or Tri-Rail fare. Transfer from MDT or Tri-Rail to Premium Express Service, a $.50 transfer fee is required with the appropriate transfer from MDT or Tri-Rail. The Premium Express Service does not connect with Palm Tran. The Easy Card issued by MDT and Tri-Rail is not accepted as payment on any BCT bus. 232 Iq CV O N J d a Y o 3 a c C a o a � � i- Ao a > `° o m a 0 — E d E ° a U c < a > L w N V to ` c ,o � U p C E C L e o Qc y E O > 0 s o 0 m N > O \ u O ,— E o 'c y o S o O 6 E 41 in ::E2" al -o ram `o y o c a- y ;a 9 o i— T o t v+ l l� N.E E 'o 0o c E E v � V v �• o =o o .°u' ro y c � o v ra .o = a, o o a � '�. � ro � _ � s ,.� _ o C T V¢ p„ .O �_ 2 aD o o`OQ o `o u ry '^ L � � � r0 Z r .0 O 'a _ o `+° o" c �, o gE— g rEa aEf y c o E� c E E o `o o ac v o o T o v v E v u ro E a T E i— o `o- o n oo N N N O L Cq p- C c) tIi C O (V C C O .4J 46 7 c c ui o c � •— iC a� a`� `o c ai c E `a� rZ � � r0 a' E Y o c .... p a" o `o 73 w V) 0 W_ N_ V .LLS n N Z W 0 W O v U_ N W u' _V >/ f.i Z W W W N= U. cg O "n O E—° e L to cc:i C rp Q. W a G! 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Blvd \-ehma� CSW`1 n 0 v c > n u° Q -c SUNNY ISLES BEACH HAULOVER PARK BAL HARBOUR ■ BALHARBOUR SHOPS m °" SURFSIDE as > n s o o tA a n NORTH BEACH S87S Blk v�r Q � a, u u v v 44 St LINCOLN RD ti > o c c a c bo u U m >, ro t■ ■ ■ 17 St 1}26 St ra m Lincoln Rd r NE 13 St �— NE 11 Ter4 r—► Q Md�grt h4r Cs SOUTH c BEACH 5 St DOWNTOWN NORTH 11/2023 . � , • 799 2'A I 17 77 570 1in(! 54 32 Niln �� .. - i� 75 32 2,799 �W Q��ii 183 Pill 17� ]5 100 9A 2] 77� 75 1 1 1 18 3 37 7 � Q 9A ■ - 135 32 27 125 54 54 ,�� , 1 103 103 103 3 ®® �1 183 54 37 3�212j17 ]7 Q 1 1 1 •1 87 73 ; �•�I�C�6'2V�� I 37 1 2rll�uuaU fi 79i100 37 ® 1L'��211r4j�3 2 74 36�c 87 axaoe 73 icy ■ I 2p27�I'�II 0 ll I- 36 .... �....... 1 1 1 1 _ � ■ I � 836 _m 56 � � � I`I�1� 15 ._-■ � ■-1 1 1.1' . . 1 'O!'/ 737 7 L l'®VA��`I R� '100 _-` 37 27 22 17 • • 8 24 107 _... 24 24, 35�/ 37 56 �� 26 / ao ao 40 / jc I ® i 15 �1a 56 56 6 73 37 72 87 72 7 37 10���i1 37 ® ]a �j too 11 14 0 104A (104 _ / 104 150 O 104 —■��-' Q�/�- to7 ji f 75 1 1 1 s � Q 137 52 Q/� 52 fl�� © 107 O 9 2wl 352 07 / 500 1 /�00 ���4... 137 ;'soo I f, 77 836 21 2 .:..__.20..... 100 38 52 70 35 21 1 f® 0 38 35 7 70 107 % 77 .�,� 1■e 1 . loo _ ' 836 --- i - 35 III1� � 152 ' 70 137 ,II97 ` �207 . 344 35 ...... .. 8 -208 .. 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Q C OO�"' O�O� ° Off" GNnOSH1bON J N cn CM a~ o N s W a Z W m o in .o .fl O C, n s . a) c of a Q ° (D a J o a a s i LUa a aU ° o LO a� _ W V in > W=0 °c:UZ Um m °oCJ 0 ° 0 E ZOHZ •aoi a'a�O w o� � O IVGQh JHoc co JZ_a VZ E--�° V Www = a °E Z °N M W W cd o •0 Q 3 O E-0 m a O C m' o o a � ,N � a Y. = •� � o = � o ---,4 o .� ss W = a ~ V Lu C C v� p cm m F,5mo��o C r a+ C N ,C _ p Q �a W d Z C V Q U 3 m U -0,N: � h o U- a a) W H Z Q UO Q 2 Z. W W N p W W Z Z W W J OZ OZ m=, 4NnOSHinos O shu STOP ORANGE LINE. BLUE LINE 1 South 2 South South 3 North South North South 4, North North .5 North South .. North South, 6 North North 7 North North. . 8 North South North South 9 North South North South 10 .. North South North . South 11 North South North South 12 North South North South 13 South South 15 : North North 16 South South 17"' North South North South 18 North South North South 19 South South 20 South South 21 North South North South 22 North South North :South 23 South South 25 North South North .South 26 North South North South 27 North South . North South 28 North South North South 29 North. South North South 30 South. South 31 South South 32 : South South. 33 South South. 34 South South :. . 35 South South 36 North South North South 37 North South 38 North South South 39 South South 40 South South 41 South South 42 South South 43 South South . 44 . South . South' 45 North .: North . 46 North North . 47 North North 48 : North 49. North 50 North, 51 North North 52 North North . 53 North 54 North **During school drop-off (7:30 — 8:45 am) and pick- up times (1:30 — 3:30 pm, except Wednesdays 1:30 — 2:30 pm), the shuttle bus will not access Pelican Community Park (stop 17) through 181 Drive. Instead, the northbound shuttle bus will stop at 181 Drive and Atlantic Boulevard and the southbound shuttle bus will stop at 181 Drive and North Bay Road. Call 305.741.0907 to check the estimated time of arrival for each line at any shuttle stop. Note: Stops 14 & 24 were intentionally omitted Appendix H Cardinal Distribution 239 24.54% 24 % 21.17 % 21% Cardinal Distribution for TAZ 604 21.58% 2.32% 2 1 2% 29.63 % I0.82% 30% 1% Cardinal Trip Distribution Year 2029 Applied Percentages 0.00% 0% 0.00% 0% Cardinal Direction, Percentage of Trips 2029 .Inter olated 2029 Rounded %2015' ` 2045.: North -Northeast 2.6% 2.0% 2.32% 2.00% East -Northeast 0.0% 0.0% 0.00% 0.00% East -Southeast 0.0% 0.0% 0.00% 0.00% South -Southeast 0.4% 1.3% 0.82% 1.00% South -Southwest 29.3% 30.0% 29.63% 30.00% West -Southwest 19.3% 23.3% 21.17% 21.00% West -Northwest 26.5% 22.3% 24.540% 24.00% North -Northwest 22.0% 21.1% 21.58% 22.00% .Total: `;. 100.1%; .'�500.0% ", 100.05% , :- ,100.00% K:\FTL_TPTO\044800034 - RDBH Sunny Isles\Calc\Trip Dist\Cardinal Distrbution.xls 240 DIRECTIONAL TRIP DISTRIBUTION REPORT 599 3499 I Trips 591 34 I 0 13 16 316 j 294 1 397 1 1,717 1 599 3499 Percent 35.6 2.0 0.0 0.8 1.0 19.0 17.7 23.9 600 3500 Trips 1,964 258 20 47 84 1,205 ! 1,079 j 998 5,795 600 3500 Percent 34.7 4.6 0.4 0.8 1.5 21.3 19.1 17.7 601 3501 Trips 70 28 277 290 175 257 i 1,104 601 3501 Percent 6.4 2.5 25.3 26.4 15.9 23.5 j 602 j 3502 Trips j 67 17 - 103 540 455 I 472 464'! 2,181 1 602 3502 Percent 3.2 0.8 4.9 25.5 21.5 22.3 21.9 603 3503 Trips 27 3 177 j 160 92 ! 111 570 603 3503 Percent 4.8 0.5 31.0 28.1 16.2 19.5 604 j 3504 Trips j 45 j 1 6 1 506 334 458, 381 ! 1,779 604 3504 Percent 2.6 0.4 29.3 19.3 26.5 22.0 605 3505 Trips 136 1 16 144 498 321 433 386 j 1,958 605 3505 Percent 7.0 0.8 7.4 25.7 16.6 22.4 20.0 606 3506 Trips j 830 845 1,407 j 1,998 i 1,040 2,384 j 9,052 606 3506 Percent 9.8 9.9 16.5 23.5 12.2 28.0 607 3507 Trips 197 83 165 848 498 671 627 ! 3,154 607 3507 Percent 6.4 2.7 5.4 27.5 16.1 C 21.7 20.3 �� 608 ! 3508 Trips 109 17 655 ! 545 ! 562 535 2,497 ' 608 3508 Percent 4.5 0.7 27.0 22.5 23.2 22.1 609 3509 Trips 80 30 482 700 242 744 i 2,414 609 3509 Percent 3.5 1.3 21.2 30.7 10.6 32.7 610 3510 Trips 576 1 187 j 313 1,639 1,859 j 1,152 ! 2,527 ! 9,381 j 610 3510 Percent 7.0 2.3 3.8 19.9 22.5 14.0 30.6 611 3511 Trips 344 38 107 861 847 j 782 1,269 j 4,444 611 3511 Percent 8.1 0.9 2.5 20.3 20.0 18.4 29.9 612 3512 Trips 102 38 497 479 ! 354 j 809 2,324 612 3512 Percent 4.5 1.7 21.8 21.0 15.5 35.5 613 3513 Trips j 50 1 - j - 45 147 j 146 j 130 221 738 j 613 3513 Percent 6.8 6.1 19.9 19.8 17.6 30.0 614 j 3514 Trips 107 231 U720 908 522 j 868 3,436 614 3514 Percent 3.2 6.9 21.5 27.1 15.6 25.9 615 3515 Trips 748 1 321 855 1,825 1,774 j 1,120 j 2,278 j 9,551 615 3515 Percent 8.4 3.6 9.6 20.5 19.9 12.6 25.5 616 3516 Trips 631 418 ! 1,214 1,619 1,428 921 1 1,966 9,585 616 3516 Percent 7.7 5.1 14.8 19.8 17.4 11.2 24.0 617 3517 Trips 18 4 j 17 9 11 16 6 j 43 f 125 617 3517 Percent 14.3 3.3 13.7 7.4 9.0 13.1 4.7 34.7 j 618 3518 Trips 243 105 - 241 640 556 295 599. 2,736 618 -- 619 3518 j 3519 Percent Trips 9.1 114 3.9 - 9.0 442 23.9 1,579 20.8 1,258 1 11.0 675 22.4 2,112 6,703 j 619 3519 Percent 1.8 7.2 25.6 20.4 10.9 34.2 620 3520 Trips 85 385 1,902 j 1,775 809 ; 2,132 7,584 620 3520 Percent 1.2 5.4 26.8 25.1 11.4 30.1 621 3521 Trips 411 1 112 336 917 877 409 774 3,916 ! 621 3521 Percent 10.7 2.9 8.8 23.9 22.9 10.7 20.2 622 I 3522 Trips 725 - 733 1,372 1,695 887 1,623 7,653 622 3522 Percent 10.3 - 10.4 19.5 24.1 12.6 23.1 623 3523 Trips 394 243 139 749 727 j 1,431 1 755 j 921 5,657 623 3523 Percent 7.4 4.5 2.6 14.0 13.6 26.7 14.1 17.2 624 3524 Trips 1,100 613 112 625 1,542 2,663 1,706 1,821 11,072 624 3524 Percent 10.8 6.0 1.1 6.1 15.2 26.2 16.8 17.9 28 241 DIRECTIONAL TRIP DISTRIBUTION REPORT 599 3499 Trips 392 108 7 I 13 41 341 344 485 I 1,765 599 3499 Percent 22.6 6.2 0.4 0.8 ! 2.4 ! 19.7 j 19.9 28.0 600 3500 Trips 1,603 330 17 42 94 1,157 1,332 1,506 6,163 600 i j 3500 Percent I 26.4 �- 5.4 0.3 0.7 1.6 19.0 21.9 I 24.8 - 601 3501 Trips 73 _ 36 470 342 267 332 1,552 601 3501 Percent 1 4.8 2.4 30.9 ! 22.5 17.5 21.8 602 3502 Trips 62 6 148 713 5'4 523 476 2,566 6 2020 3502 ! Percent 2.5 0.3 5.9 28.5 22.9 20.9 19.0 j 603 3503 Trips 14 1 337 258 161 172 980 j 603 3503 Percent 1.5 - - 0.1 35.7 27.4 j 17.1 18.3 j 604 3504 Trips 64 41 j 951 ( 737 707 668 3,445 604 3504 Percent 2.0 j 1.3 - -- 30.0 j 23.3 22.3 21.1 j 605 3505 Trips 99 36 135 670 549 585 509 2,652 605 3505 ( Percent 3.8 1.4 ! 5.2 25.9 ! 21.2 22.7 19.7 606 3506 Trips 643 - I 754 1,891 2,383 1,151 2,389 9,786 606 3506 ( Percent 7.0 8.2 20.5 25.9 12.5 25.9 607 3507 Trips 188 140 ��- 182 1,171 780 868 741 4,188 607 i 3507 i Percent 4.6 3.4 ! 4.5 28.8 j 19.2 21.3 18.2 j 608 3508 Trips 110 - 48 1,108 1,101 706 785 3,985 608 3508 Percent 2.9 - - i 1.2 28.7 28.5 ! 18.3 j 20.4 j ! 609 3509 Trips 86 ! 37 718 953 371 839 3,169 609 3509 j Percent 2.9 j 1.2 j 23.9 31.7 12.3 j 27.9 610 3510 Trips 681 182 382 2,239 2,515 1,391 2,792 12,047 610 3510 Percent 6.7 1.8 3.8 22.0 24.7 13.7 27.4 611 3511 Trips 449 13 118 1,000 1,197 848 1,206 5,036 611 3511 j Percent 9.3 0.3 li 2.4 20.7 24.8 17.6 25.0 612 3512 Trips 74 56 640 617 408 906 I 2,773 612 3512 Percent 2.8 I 2.1 23.7 ! 22.9 15.1 33.6 613 3513 Trips 42 27 203 188 128 185 774 613 3513 ( Percent 5.5 j 3.5 26.3 ! 24.2 16.5 j 24.0 614 3514 Trips 160 231 1,441 1,400 1,004 1,429 5,961 614 ! 3514 Percent 2.8 4.1 25.4 24.7 17.7 j 25.2 615 3515 Trips 657 228 698 1,586 1,570 1,040 1,804 7,950 615 I 3515 Percent 8.7 3.0 j 9.2 - 20.9 20.7 ! 13.7 23.8 j 616 3516 Trips 663 430 1,243 2,224 2,161 1,427 2,581 12,275 616 3516 i Percent 6.2 4.0 ! 11.6 20.7 20.1 13.3 24.1 617 3517 Trips 13 10 12 23 29 51 31 41 219 617 3517 Percent 6.4 4.8 5.8 10.9 13.8 24.0 ( 14.9 ! 19.5 '. 618 3518 Trips 155 54 218 768 639 484 831 3,208 618 3518 Percent 4.9 ! 1.7 ! 6.9 ! 24.4 ! 20.3 15.4 ( 26.4 619 3519 Trips 148 378 1,965 1,591 822 2,087 619 3519 Percent ! 2.1 ( ! 5.4 28.1 22.8 11.8 29.9 ! 620 3520 Trips 101 236 1,860 2,343 1,013 2,177 8,233 j 620 3520 Percent 1.3 3.1 24.1 30.3 13.1 ! 28.2 621 3521 Trips 349 81 272 1,070 ! 1,011 417 959 4,287 621 3521 Percent 8.4 1.9 6.6 25.7 24.3 j 10.0 I 23.1 622 3522 Trips 552 687 1,638 2,319 1,127 2,032 8,893 622 3522 Percent 6.6 8.2 ! 19.6 27.8 13.5 24.3 j 623 3523 Trips 475 123 70 728 1,143 1,694 801 1,023 6,274 623 I 3523 Percent 7.8 2.0 j 1.2 12.0 ! 18.9 28.0 13.2 16.9 624 3524 Trips 1,356 409 98 912 2,505 3,276 2,354 2,063 13,940 624 ! 3524 Percent 10.5 3.2 ! 0.8 ! 7.0 j 19.3 ! 25.3 18.1 I 15.9 j 88 242 Appendix I Volume Development Worksheets 243 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: Collins Avenue and SR 856MlIliam Lehman Causeway COUNT DATE: August 20, 2025 AM PEAK HOUR FACTOR: 0.98 PM PEAK HOUR FACTOR: 0.96 "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR '_Raw Tuming Movements.,1 439 0 989 14 0 s 57 0 557 12 23 0 929 533 Peak SeasonCorrection Factor'-' `. 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 AM EXISTING CONDITIONS . `:` 465 0 1,048 15 0 s 60 0 590 13 24 0 985 sss "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw, Tuming Movements,' .': 533 0 1,144 16 0 13 70 0 1,180 24 32 0 741 636 P.eek,Season Correction Factor " ; ' .' 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 PM EXISTING CONDRIONS ,' } 565 0 1,213 17 0 14 74 0 1 1,251 zs 34 0 7as s7a AM NON -PROJECT TRAFFIC 504 0 1,135 16 0 5 ss 0 715 14 26 o 1,o7a s1z "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR St Regis' Residences: , 19 30 JBentle'Residences 32 :.TOTAL VESTED";TRAFFIC • •' 0 0 0 0 0 0 0 o 51 0 0 0 1 30 0 PM NOWPROJECTXRAFFIC 612 1 0 1 1,314 18 1 o 1 15 1 80 1 0 1 1,406 1 27 1 37 1 0 sec 730 "AM PROJECT DISTRIBUTION" - I ANTI IIAF TVPF FRII FRI. FRT FRR WRII WRI WRT WRR NRII NRI NRT NRR SRII SRI ART ARR "PM PROJECT DISTRIBUTION" ' I ANTI 11-AF TVPF FRI] FRI FRT FRR WRII WRI WRT WRR NRII NRI NRT NRR SRII SRI ART SRR "AM PROJECT TRAFFIC" 1 ANn IISF TVPF FRU FRI_ FRT FRR WRII WRI_ WRT WRR NRII NRI NRT NRR SRII SRI. ART SRR dAMTOTAL:TRAFFIC 504 1 o 1 1,143 16 1 o 1 s 1 84 1 o 1 742 1 14 1 26 1 0 1 1,083 1 628 "PM PROJECT TRAFFIC" I ANfl IISF TVPF FRI I FRI FRT FRR WRII WRI WRT WRR NRII NRI NRT NRR RRI I AM ART SRR . • • - - • �oom�aoomomaaamo PMTOTAL'TRAFFIC• , -- 612 0 1 1,328 18 1 0 1 15 1 90 1 0 1 1,419 1 27 1 37 1 0 aso 738 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: Collins Avenue and Miami Beach Club Driveway COUNT DATE: August 20, 2025 AM PEAK HOUR FACTOR: 0.83 PM PEAK HOUR FACTOR: 0.95 "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AMRaW;Tumin Movements".,<_�•: s 1 0 0 0 0 0 610 0 0 1,932 0 ,Peak Soason:Colreotlon Factor';. -'_ , P' 1.061.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 AM EXISTING CONDITIONS,-.: e : .:` 1 0 0 6 0 o sss o a z,oaa o C "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR ':PM RawaTumin 'Movements <��:,; .1 6 0 0 0 0 1 0 1,261 1 0 1 1,901 0 .k.Ssatioh Cdrredtlon Facto[ '2 1.06 1 1.06 1 1.06 1 1.06 1 1.06 1 1.06 1 1.06 1 1.06 1 1.06 1 1.06 1 1.06 1 1.06 1 1.06 1 1.06 1 1.06 1 1.06 ;PMEXISTING:GONDflIONS.,.t" s o 0 0 0 1 0 1,337 1 0 2,015 o "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AMNOWP.ROJECT,IRAFFIC s 1 0 0 0 0 0 787 0 0 2,230 0 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR °• St'Regis Residencesi i 1 19 30 -;C ,Bentle Residences , ....' ;. 3 32 s TOTAL' VESTED" TRAFFIC. ,.�--; ;' 0 0 0 0 0 0 0 61 0 0 30 0 P.M.NON-PROJECTsTRAFFIC 6 0 0 0 1 6 1 1 0 1 1,499 1 1 0 2,213 1 o "AM PROJECT DISTRIBUTION" I ANn IISF TVPF FRII FRI_ FRT FRR WBU WRL WRT WRR NRU NRI. NRT NRR SRU SRI SRT -RR "PM PROJECT DISTRIBUTION" I ANn IISF TVPF FRU FRL FRT ERR WRU WRL WRT WRR NRU NRI_ NRT NRR SRII SRI. SRT SRR "AM PROJECT TRAFFIC" I ANn IISF TVPF FRU ERL FRT ERR WRU WRL WRT WRR NRU NRL NRT NRR SRU SRL SRT SRR • • - - • - �oao�oomeoam��mo �AM T,OTAL;TRAFFIC r s 1 0 0 1 o 1 46 0 1 787 1 22 o z,zsz o "PM PROJECT TRAFFIC" ' I ANn I mt: TVPF FRI I FRI FRT FRR WRI I WRI WRT WRR NRI I NRI NRT NRR SRII SRI SRT SRR ' • • ' - • �000�oam�000�oma P.M;TOTALIRAFFIC , 6 o 0 0 0 28 0 1,495 45 0 2,247 0 Appendix J Intersection Capacity Analysis Worksheets 246 Existing A.M. 247 Timings A.M. Peak Hour 1: SR AlA/Collins Avenue & SR 856/William Lehman Causeway Existing Condition 'A t Il# Lane Group EBL WBL WBR NBU NBT SBU SBT SBR 02 Lane Configurations 1) 1 r A fi� A tt 0 Traffic Volume (vph) 465 15 5 60 590 24 985 565 Future Volume (vph) 465 15 5 60 590 24 985 565 Turn Type Prot Prot Prot Prot NA Prot NA Perm Protected Phases 3 7! 9 7! 6 5 29 2 Permitted Phases 29 Detector Phase 3 7 9 7 6 5 29 29 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 24.4 24.4 23.9 24.4 25.1 25.1 25.1 Total Split (s) 37.0 37.0 16.0 37.0 51.0 16.0 67.0 Total Split (%) 30.8% 30.8% 13.3% 30.8% 42.5% 13.3% 56% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.4 2.4 2.4 2.4 3.1 3.1 3.1 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.4 6.4 6.4 6.4 7.1 7.1 Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None None None None None C-Max C-Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 79 (66%), Referenced to phase 2:SBT and 5:SBU, Start of Yellow Natural Cycle: 100 Control Type: Actuated -Coordinated I Phase conflict between lane groups. Splits and Phases: 1: SR A1A/Collins Avenue & SR 856NViIliam Lehman Causeway 02 (R) 03 09 (R) 1 06 L i7 K:1FTL_TPTO1044800034 - RDBH Sunny Isles\Calcs\Synchrolexisting.syn 248 HCM Signalized Intersection Capacity Analysis A.M. Peak Hour 1: SR Al A/Collins Avenue & SR 856/William Lehman Causeway Existing Condition Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations 1) r a 0 A Traffic Volume (vph) 465 0 0 15 0 5 60 0 590 13 24 0 Future Volume (vph) 465 0 0 15 0 5 60 0 590 13 24 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.4 6.4 6.4 6.4 7.1 7.1 Lane Util. Factor 0.97 1.00 1.00 1.00 0.95 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 1.00 Flt Protected 0.95 0.95 1.00 0.95 1.00 0.95 Satd. Flow (prot) 3433 1770 1583 1770 3516 1770 Flt Permitted 0.95 0.95 1.00 0.95 1.00 0.95 Satd. Flow (perm) 3433 1770 1583 1770 3516 1770 Peak -hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 474 0 0 15 0 5 61 0 602 13 24 0 RTOR Reduction (vph) 0 0 0 0 0 0 0 0 1 0 0 0 Lane Group Flow (vph) 474 0 0 15 0 5 61 0 614 0 24 0 Confl. Peds. (#/hr) 14 9 9 14 37 Confl. Bikes (#/hr) 4 10 Turn Type Prot Prot Prot Prot NA Prot Protected Phases 3 7! 9 7! 6 5 Permitted Phases Actuated Green, G (s) 21.4 21.4 17.7 21.4 43.9 10.0 Effective Green, g (s) 21.4 21.4 17.7 21.4 43.9 10.0 Actuated g/C Ratio 0.18 0.18 0.15 0.18 0.37 0.08 Clearance Time (s) 6.4 6.4 6.4 6.4 7.1 7.1 Vehicle Extension (s) 2.5 3.0 2.5 3.0 1.0 2.0 Lane Grp Cap (vph) v/s Ratio Prot v/s Ratio Perm v/c Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s/veh) Approach LOS Intersection Summary 612 315 233 315 1286 147 c0.14 0.01 0.00 0.03 c0.17 0.01 0.77 0.05 0.02 0.19 0.48 0.16 47.0 40.9 43.7 42.0 29.2 51.1 1.00 1.00 1.00 1.00 1.00 1.00 5.8 0.1 0.0 0.3 0.1 2.4 52.8 40.9 43.8 42.3 29.3 53.5 D D D D C D 52.8 41.6 30.5 D D C HCM 2000 Control Delay (s/veh) 22.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.55 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 27.0 Intersection Capacity Utilization 62.9% ICU Level of Service B Analysis Period (min) 15 ! Phase conflict between lane groups. c Critical Lane Group K:1FTL_TPT01044800034 - RDBH Sunny Isles\Calcs\Synchrolexisting.syn 249 HCM Signalized Intersection Capacity Analysis A.M. Peak Hour 1: SR AlA/Collins Avenue & SR 856/William Lehman Causeway Existing Condition 41 Movement SBT SBR Lane Configurations F Traffic Volume (vph) 985 565 Future Volume (vph) 985 565 Ideal Flow (vphpl) 1900 1900 Total Lost time (s) 7.1 7.1 Lane Util. Factor 0.95 1.00 Frpb, ped/bikes 1.00 0.86 Flpb, ped/bikes 1.00 1.00 Frt 1.00 0.85 Fit Protected 1.00 1.00 Satd. Flow (prot) 3539 1362 Fit Permitted 1.00 1.00 Satd. Flow (perm) 3539 1362 Peak -hour factor, PHF 0.98 0.98 Adj. Flow (vph) 1005 577 RTOR Reduction (vph) 0 199 Lane Group Flow (vph) 1005 378 Confl. Peds.(#/hr) 33 Confl. Bikes (#/hr) 11 Turn Type NA Perm Protected Phases 29 Permitted Phases 29 Actuated Green, G (s) 85.1 85.1 Effective Green, g (s) 78.7 78.7 Actuated g/C Ratio 0.66 0.66 Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) 2320 893 v/s Ratio Prot c0.28 v/s Ratio Perm 0.28 v/c Ratio 0.43 0.42 Uniform Delay, dl 9.9 9.8 Progression Factor 1.00 1.00 Incremental Delay, d2 0.1 0.2 Delay (s) 10.0 10.1 Level of Service B B Approach Delay (s/veh) 10.7 Approach LOS B Intersection Summary K:IFTL_TPT01044800034 - RDBH Sunny IsleslCalcslSynchrolexisting.syn 250 HCM 7th TWSC A.M. Peak Hour 2: SR A1A/Collins Avenue & Project Driveway Existing Condition Intersection Int Delay, s/veh 0.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 ? 0 Traffic Vol, veh/h 5 1 0 0 0 0 0 656 0 0 0 0 Future Vol, veh/h 5 1 0 0 0 0 0 656 0 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 1 0 0 46 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - 0 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 83 83 83 83 83 83 83 83 83 83 83 83 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3 Mvmt Flow 6 1 0 0 0 0 0 790 0 0 0 0 Major/Minor Minor2 Minorl Majorl Conflicting Flow All 396 .836 - - - 442 0 0 Stage 1 0 0 - - - - - - - Stage 2 396 836 - - - - - - - Critical Hdwy 4.4 4.4 - - - 4.9 - - - Critical Hdwy Stg 1 - - - - - - - - Critical Hdwy Stg 2 6.56 5.56 - - - - - - - Follow-up Hdwy 3.8 3.8 - - - 3.9 - - - Pot Cap-1 Maneuver 714 513 0 0 0 636 0 - - Stage 1 - - 0 0 0 - 0 - - Stage 2 563 392 0 0 0 - 0 - - Platoon blocked, % - - Mov Cap-1 Maneuver 714 491 - - - 609 - - - Mov Cap-2 Maneuver 714 491 - - - - - - - Stage 1 - - - - - - - - Stage 2 563 375 - - - - - - - Approach EB WB NB HCM Control Delay, s/v10.48 0 0 HCM LOS B A Minor Lane/Major Mvmt NBT NBR EBLnlWBLnl Capacity (veh/h) - - 664 - HCM Lane V/C Ratio - - 0.011 - HCM Control Delay (s/veh) - - 10.5 0 HCM Lane LOS - - B A HCM 95th %tile Q(veh) - - 0 - K:IFTL_TPTO1044800034 - RDBH Sunny IsleslCalcslSynchrolexisting.syn 251 Future Background A.M. 252 Timings A.M. Peak Hour 1: SR AlA/Collins Avenue & SR 856/William Lehman Causeway Future Background Condition t I# 1 Lane Group EBL WBL WBR NBU NBT SBU SBT SBR 02 Lane Configurations 1) 1 0 ,A A tt r Traffic Volume (vph) 504 16 5 65 715 26 1078 612 Future Volume (vph) 504 16 5 65 715 26 1078 612 Turn Type Prot Prot Prot Prot NA Prot NA Perm Protected Phases 3 7! 9 7! 6 5 29 2 Permitted Phases 29 Detector Phase 3 7 9 7 6 5 29 29 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 24.4 24.4 23.9 24.4 25.1 25.1 25.1 Total Split (s) 37.0 37.0 16.0 37.0 51.0 16.0 67.0 Total Split (%) 30.8% 30.8% 13.3% 30.8% 42.5% 13.3% 56% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.4 2.4 2.4 2.4 3.1 3.1 3.1 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.4 6.4 6.4 6.4 7.1 7.1 Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None None None None None C-Max C-Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 79 (66%), Referenced to phase 2:SBT and 5:SBU, Start of Yellow Natural Cycle:100 Control Type: Actuated -Coordinated I Phase conflict between lane groups. Splits and Phases: 1: SR A1A/Collins Avenue & SR 856NViIliam Lehman Causewav JJ ' 4r- 02 (R) 03 09 (R) 1 1 06 wl 07 K:1FTL_TPTO1044800034 - RDBH Sunny Isles\Calcs\Synchro\FB.syn 253 HCM Signalized Intersection Capacity Analysis A.M. Peak Hour 1: SR AlA/Collins Avenue & SR 856/William Lehman Causeway Future Background Condition Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations M r 41 tt 41 Traffic Volume (vph) 504 0 0 16 0 5 65 0 715 14 26 0 Future Volume (vph) 504 0 0 16 0 5 65 0 715 14 26 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.4 6.4 6.4 6.4 7.1 7.1 Lane Util. Factor 0.97 1.00 1.00 1.00 0.95 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 1.00 Flt Protected 0.95 0.95 1.00 0.95 1.00 0.95 Satd. Flow (prot) 3433 1770 1583 1770 3519 1770 Flt Permitted 0.95 0.95 1.00 0.95 1.00 0.95 Satd. Flow (perm) 3433 1770 1583 1770 3519 1770 Peak -hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 514 0 0 16 0 5 66 0 730 14 27 0 RTOR Reduction (vph) 0 0 0 0 0 0 0 0 1 0 0 0 Lane Group Flow (vph) 514 0 0 16 0 5 66 0 743 0 27 0 Confl. Peds. (#Ihr) 14 9 9 14 37 Confl. Bikes (#Ihr) 4 10 Turn Type Prot Prot Prot Prot NA Prot Protected Phases 3 7! 9 7! 6 5 Permitted Phases Actuated Green, G (s) 22.8 22.8 17.2 22.8 43.9 9.1 Effective Green, g (s) 22.8 22.8 17.2 22.8 43.9 9.1 Actuated g/C Ratio 0.19 0.19 0.14 0.19 0.37 0.08 Clearance Time (s) 6.4 6.4 6.4 6.4 7.1 7.1 Vehicle Extension (s) 2.5 3.0 2.5 3.0 1.0 2.0 Lane Grp Cap (vph) 652 336 226 336 1287 134 v/s Ratio Prot c0.15 0.01 0.00 0.04 c0.21 0.02 v/s Ratio Perm v/c Ratio 0.79 0.05 0:02 0.20 0.58 0.20 Uniform Delay, d1 46.3 39.7 44.2 40.9 30.6 52.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 6.1 0.1 0.0 0.3 0.4 3.4 Delay (s) 52.4 39.8 44.2 41.2 31.0 55.4 Level of Service D D D D C E Approach Delay (slveh) 52.4 40.8 31.8 Approach LOS D D C Intersection Summary HCM 2000 Control Delay (s/veh) 24.0 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.63 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 27.0 Intersection Capacity Utilization 66.8% ICU Level of Service C Analysis Period (min) 15 I Phase conflict between lane groups. c Critical Lane Group K:IFTL_TPTO1044800034 - RDBH Sunny IsleslCalcslSynchrolFB.syn 254 HCM Signalized Intersection Capacity Analysis A.M. Peak Hour 1: SR AlA/Collins Avenue & SR 856/William Lehman Causeway Future Background Condition 4/ Movement SBT SBR Lane Configurations F Traffic Volume (vph) 1078 612 Future Volume (vph) 1078 612 Ideal Flow (vphpl) 1900 1900 Total Lost time (s) 7.1 7.1 Lane Util. Factor 0.95 1.00 Frpb, pedlbikes 1.00 0.86 Flpb, ped/bikes 1.00 1.00 Frt 1.00 0.85 Fit Protected 1.00 1.00 Satd. Flow (prot) 3539 1362 Fit Permitted 1.00 1.00 Satd. Flow (perm) 3539 1362 Peak -hour factor, PHF 0.98 0.98 Adj. Flow (vph) 1100 624 RTOR Reduction (vph) 0 222 Lane Group Flow (vph) 1100 402 Confl. Peds. (#/hr) 33 Confl. Bikes (#Ihr) 11 Turn Type NA Perm Protected Phases 29 Permitted Phases 29 Actuated Green, G (s) 83.7 83.7 Effective Green, g (s) 77.3 77.3 Actuated g/C Ratio 0.64 0.64 Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) 2279 877 vls Ratio Prot c0.31 vls Ratio Perm 0.30 v/c Ratio 0.48 0.46 Uniform Delay, dl 11.0 10.8 Progression Factor 1.00 1.00 Incremental Delay, d2 0.1 0.3 Delay (s) 1.1.1 11.1 Level of Service B B Approach Delay (slveh) 11.8 Approach LOS B Intersection Summary K:IFTL_TPT01044800034 - RDBH Sunny IsleslCalcslSynchrolFB.syn 255 HCM 7th TWSC A.M. Peak Hour 2: SR Al A/Collins Avenue & Project Driveway Future Background Condition Intersection Int Delay, s/veh 0.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 0 +T* Traffic Vol, veh/h 5 1 0 0 0 0 0 787 0 0 0 0 Future Vol, veh/h 5 1 0 0 0 0 0 787 0 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 1 0 0 46 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - 0 - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 83 83 83 83 83 83 83 83 83 83 83 83 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3 Mvmt Flow 6 1 0 0 0 0 0 948 0 0 0 0 Major/Minor Minor2 Minorl Majorl Conflicting Flow All 475 994 - - - 521 - 0 0 Stage 1 0 0 - - - - - - - Stage 2 475 994 - - - - - - - Critical Hdwy 4.4 4.4 - - - 4.9 - - - Critical Hdwy Stg 1 - - - - - - - - Critical Hdwy Stg 2 6.56 5.56 - - - - - - Follow-up Hdwy 3.8 3.8 - - - 3.9 - - - Pot Cap-1 Maneuver 674 454 0 0 0 594 0 - - Stage 1 - - 0 0 0 - 0 - - Stage 2 507 329 0 0 0 - 0 - - Platoon blocked, % - - Mov Cap-1 Maneuver 674 434 - - - 568 - - - Mov Cap-2 Maneuver 674 434 - - - - - - Stage 1 - - - - - - - - - Stage 2 507 315 - - - - - - - Approach EB WB NB HCM Control Delay, s/v 10.9 0 0 HCM LOS B A Minor Lane/Maior Mvmt NBT NBR EBLnlWBLnl Capacity (veh/h) - 617 - HCM Lane V/C Ratio - - 0.012 - HCM Control Delay (s/veh) - - 10.9 0 HCM Lane LOS - B A HCM 95th %tile Q(veh) - - 0 - K:1FTL_TPTO1044800034 - RDBH Sunny IsleslCalcslSynchrolFB.syn 256 Future Total A.M. 257 Timings A.M. Peak Hour 1: SR AlA/Collins Avenue & SR 856/William Lehman Causeway Future Total Condition .., t Lane Group EBL WBL WBR NBU NBT SBU SBT SBR 02 Lane Configurations 11 1 r A 0 41 tt r Traffic Volume (vph) 504 16 5 84 742 26 1083 628 Future Volume (vph) 504 16 5 84 742 26 1083 628 Turn Type Prot Prot Prot Prot NA Prot NA Perm Protected Phases 3 7! 9 7! 6 5 29 2 Permitted Phases 29 Detector Phase 3 7 9 7 6 5 29 29 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 24.4 24.4 23.9 24.4 25.1 25.1 25.1 Total Split (s) 37.0 37.0 16.0 37.0 51.0 16.0 67.0 Total Split (%) 30.8% 30.8% 13.3% 30.8% 42.5% 13.3% 56% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.4 2.4 2.4 2.4 3.1 3.1 3.1 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.4 6.4 6.4 6.4 7.1 7.1 Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode , None None None None None C-Max C-Max Intersection Summary Cycle Length:120 Actuated Cycle Length: 120 Offset: 79 (66%), Referenced to phase 2:SBT and 5:SBU, Start of Yellow Natural Cycle: 100 Control Type: Actuated -Coordinated I Phase conflict between lane groups. Splits and Phases: 1: SR A1A/Collins Avenue & SR 856/William Lehman Causeway 02 (R) � Q13 t o9 (R) 1 1 06 4 07 K: FTL_TPTO1044800034 - RDBH Sunny Isles\Calcs\Synchro\FT.syn 258 HCM Signalized Intersection Capacity Analysis A.M. Peak Hour 1: SR Al A/Collins Avenue & SR 856/William Lehman Causeway Future Total Condition Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations 11 1 ? a 0 A Traffic Volume (vph) 504 0 0 16 0 5 84 0 742 14 26 0 Future Volume (vph) 504 0 0 16 0 5 84 0 742 14 26 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.4 6.4 6.4 6.4 7.1 7.1 Lane Util. Factor 0.97 1.00 1.00 1.00 0.95 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 1.00 Fit Protected 0.95 0.95 1.00 0.95 1.00 0.95 Satd. Flow (prot) 3433 1770 1583 1770 3520 1770 Fit Permitted 0.95 0.95 1.00 0.95 1.00 0.95 Satd. Flow (perm) 3433 1770 1583 1770 3520 1770 Peak -hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 514 0 0 16 0 5 86 0 757 14 27 0 RTOR Reduction (vph) 0 0 0 0 0 0 0 0 1 0 0 0 Lane Group Flow (vph) 514 0 0 16 0 5 86 0 770 0 27 0 Confl. Peds. (#/hr) 14 9 9 14 37 Confl. Bikes (#/hr) 4 10 Turn Type Prot Prot Prot Prot NA Prot Protected Phases 3 7! 9 7! 6 5 Permitted Phases Actuated Green, G (s) 22.8 22.8 17.3 22.8 43.9 9.0 Effective Green, g (s) 22.8 22.8 17.3 22.8 43.9 9.0 Actuated g/C Ratio 0.19 0.19 0.14 0.19 0.37 0.08 Clearance Time (s) 6.4 6.4 6.4 6.4 7.1 7.1 Vehicle Extension (s) 2.5 3.0 2.5 3.0 1.0 2.0 Lane Grp Cap (vph) 652 336 228 336 1287 132 v/s Ratio Prot c0.15 0.01 0.00 0.05 c0.22 0.02 v/s Ratio Perm v/c Ratio 0.79 0.05 0.02 0.26 0.60 0.20 Uniform Delay, d1 46.3 39.7 44.1 41.4 30.9 52.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 6.1 0.1 0.0 0.4 0.5 3.5 Delay (s) 52.4 39.8 44.1 41.8 31.4 55.6 Level of Service D D D D C E Approach Delay (s/veh) 52.4 40.8 32.4 Approach LOS D D C Intersection Summary HCM 2000 Control Delay (s/veh) 24.2 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.64 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 27.0 Intersection Capacity Utilization 67.6% ICU Level of Service C Analysis Period (min) 15 I Phase conflict between lane groups. c Critical Lane Group K:IFTL_TPTO1044800034 - RDBH Sunny IsleslCalcslSynchrolFT.syn 259 HCM Signalized Intersection Capacity Analysis A.M. Peak Hour 1: SR Al A/Collins Avenue & SR 856/William Lehman Causeway Future Total Condition Movement SBT SBR Lane Configurations it Traffic Volume (vph) 1083 628 Future Volume (vph) 1083 628 Ideal Flow (vphpl) 1900 1900 Total Lost time (s) 7.1 7.1 Lane Util. Factor 0.95 1.00 Frpb, ped/bikes 1.00 0.86 Flpb, ped/bikes 1.00 1.00 Frt 1.00 0.85 Fit Protected 1.00 1.00 Satd. Flow (prot) 3539 1362 Fit Permitted 1.00 1.00 Satd. Flow (perm) 3539 1362 Peak -hour factor, PHF 0.98 0.98 Adj. Flow (vph) 1105 641 RTOR Reduction (vph) 0 228 Lane Group Flow (vph) 1105 413 Confl. Peds. (#/hr) 33 Confl. Bikes (#/hr) 11 Turn Type NA Perm Protected Phases 29 Permitted Phases 29 Actuated Green, G (s) 83.7 83.7 Effective Green, g (s) 77.3 77.3 Actuated g/C Ratio 0.64 0.64 Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) 2279 877 v/s Ratio Prot c0.31 v/s Ratio Perm 0.30 v/c Ratio 0.48 0.47 Uniform Delay, dl 11.0 10.9 Progression Factor 1.00 1.00 Incremental Delay, d2 0.1 0.3 Delay (s) 11.2 11.2 Level of Service B B Approach Delay (s/veh) 11.9 " Approach LOS B Intersection Summary K:IFTL_TPT01044800034 - RDBH Sunny IsleslCalcslSynchrolFT.syn 260 HCM 7th TWSC A.M. Peak Hour 2: SR Al A/Collins Avenue & Project Driveway Future Total Condition Intersection Int Delay, s/veh 0.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 f 0 Traffic Vol, veh/h 5 1 0 0 0 46 0 787 22 0 0 0 Future Vol, veh/h 5 1 0 0 0 46 0 787 22 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 1 0 0 46 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - - None - - None - - None Storage Length - - - 0 - - - - - - Veh in Median Storage, # - 0 - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 83 83 83 83 83 83 83 83 83 83 83 83 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3 Mvmt Flow 6 1 0 0 0 55 0 948 27 0 0 0 Major/Minor Minor2 Minorl Majorl Conflicting Flow All 475 1021 - - - 534 - 0 0 Stage 1 0 0 - - - - - - - Stage 2 475 1021 - - - - - - - Critical Hdwy 4.4 4.4 - - - 4.9 - - - Critical Hdwy Stg 1 - - - - - - - - - Critical Hdwy Stg 2 6.56 5.56 - - - - - - - Follow-up Hdwy 3.8 3.8 - - - 3.9 - - - Pot Cap-1 Maneuver 674 445 0 0 0 588 0 - Stage 1 - - 0 0 0 - 0 - - Stage 2 507 320 0 0 0 - 0 - - Platoon blocked, % - - Mov Cap-1 Maneuver 608 425 - - - 562 - - - Mov Cap-2 Maneuver 608 425 - - - - - - - Stage 1 - - - - - - - - - Stage 2 457 306 - - - - - - Approach EB WB NB HCM Control Delay, s/v11.43 12.11 0 HCM LOS B B Minor Lane/Major Mvmt NBT NBR EBLnlWBLnl Capacity (veh/h) - - 567 562 HCM Lane V/C Ratio - 0.013 0.099 HCM Control Delay (s/veh) - 11.4 12.1 HCM Lane LOS - B B HCM 95th %tile Q(veh) - 0 0.3 K:1FTL_TPTO1044800034 - RDBH Sunny IsleslCalcslSynchrolFT.syn 261 Existing P.M. 262 Timings P.M. Peak Hour 1: SR AlA/Collins Avenue & SR 856/William Lehman Causeway Existing Condition I I# Lane Group EBL WBL WBR NBU , NBT SBU SBT SBR 02 Lane Configurations M I r A 0 A ++ 0 Traffic Volume (vph) 565 17 14 74 1251 34 785 674 Future Volume (vph) 565 17 14 74 1251 34 785 674 Turn Type Prot Prot Prot Prot NA Prot NA Perm Protected Phases 3 7! 9 7! 6 5 29 2 Permitted Phases 29 Detector Phase 3 7 9 7 6 5 29 29 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 24.4 24.4 23.9 24.4 25.1 25.1 25.1 Total Split (s) 45.0 45.0 16.0 45.0 86.0 18.0 104.0 Total Split (%) 27.3% 27.3% 9.7% 27.3% 52.1 % 10.9% 63% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.4 2.4 2.4 2.4 3.1 3.1 3.1 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.4 6.4 6.4 6.4 7.1 7.1 Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None None None None None C-Max C-Max Intersection Summary Cycle Length: 165 Actuated Cycle Length: 165 Offset: 135 (82%), Referenced to phase 2:SBT and 5:SBU, Start of Yellow Natural Cycle:140 Control Type: Actuated -Coordinated ! Phase conflict between lane groups. Splits and Phases: 1: SR A1A/Collins Avenue & SR 8561William Lehman Causeway 02 (R) � 03 41" 09 Z L+ 5 (R 1 (db 07 K:IFTL_TPTO1044800034 - RDBH Sunny Isles\Calcs\Synchrolexisting.syn 263 HCM Signalized Intersection Capacity Analysis P.M. Peak Hour 1: SR Al A/Collins Avenue & SR 856/William Lehman Causeway Existing Condition "-M 'r 4® k- 'n 4N t /P. IL4 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations 11 r a tt A Traffic Volume (vph) 565 0 0 17 0 14 74 0 1251 25 34 0 Future Volume (vph) 565 0 0 17 0 14 74 0 1251 25 34 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.4 6.4 6.4 6.4 7.1 7.1 Lane Util. Factor 0.97 1.00 1.00 1.00 0.95 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 '1.00 Frt 1.00 1.00 0.85 1.00 1.00 1.00 Fit Protected 0.95 0.95 1.00 0.95 1.00 0.95 Satd. Flow (prot) 3433 1770 1583 1770 3521 1770 Fit Permitted 0.95 0.95 1.00 0.95 1.00 0.95 Satd. Flow (perm) 3433 1770 1583 1770 3521 1770 Peak -hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 589 0 0 18 0 15 77 0 1303 26 35 0 RTOR Reduction (vph) 0 0 0 0 0 0 0 0 1 0 0 0 Lane Group Flow (vph) 589 0 0 18 0 15 77 0 1328 0 35 0 Confl. Peds. (#/hr) 17 17 20 Confl. Bikes (#/hr) 1 1 - Turn Type Prot Prot Prot Prot NA Prot Protected Phases 3 7! 9 7! 6 5 Permitted Phases Actuated Green, G (s) 32.8 32.8 14.8 32.8 78.9 11.5 Effective Green, g (s) 32.8 32.8 14.8 32.8 78.9 11.5 Actuated g/C Ratio 0.20 0.20 0.09 0.20 0.48 0.07 Clearance Time (s) 6.4 6.4 6.4 6.4 7.1 7.1 Vehicle Extension (s) 2.5 3.0 2.5 3.0 1.0 2.0 Lane Grp Cap (vph) 682 351 141 351 1683 123 vls Ratio Prot c0.17 0.01 0.01 0.04 c0.38 0.02 vls Ratio Perm vlc Ratio 0.86 0.05 0.11 0.22 0.79 0.28 Uniform Delay, dl 63.9 53.5 69.0 55.4 36.1 72.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 10.9 0.1 0.2 0.3 2.3 5.7 Delay (s) 74.8 53.6 69.3 55.7 38.4 78.6 Level of Service E D E E D E Approach Delay (s/veh) 74.8 60.7 39.4 Approach LOS E E D Intersection Summary HCM 2000 Control Delay (s/veh) 34.2 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.77 Actuated Cycle Length (s) 165.0 Sum of lost time (s) 27.0 Intersection Capacity Utilization 83.7% ICU Level of Service E Analysis Period (min) 15 ! Phase conflict between lane groups. c Critical Lane Group K:IFTL_TPTO1044800034 - RDBH Sunny IsleslCalcslSynchrolexisting.syn 264 HCM Signalized Intersection Capacity Analysis P.M. Peak Hour 1: SR AlA/Collins Avenue & SR 856Milliam Lehman Causeway Existing Condition 4/ Movement SBT SBR Lane Configurations r Traffic Volume (vph) 785 674 Future Volume (vph) 785 674 Ideal Flow (vphpl) 1900 1900 Total Lost time (s) 7.1 7.1 Lane Util. Factor 0.95 1.00 Frpb, ped/bikes 1.00 0.86 Flpb, ped/bikes 1.00 1.00 Frt 1.00 0.85 Flt Protected 1.00 1.00 Satd. Flow (prot) 3539 1360 Flt Permitted 1.00 1.00 Satd. Flow (perm) 3539 1360 Peak -hour factor, PHF 0.96 0.96 Adj. Flow (vph) 818 702 RTOR Reduction (vph) 0 224 Lane Group Flow (vph) 818 478 Confl. Peds. (#/hr) 25 Confl. Bikes (#/hr) 5 Turn Type NA Perm Protected Phases 29 Permitted Phases 29 Actuated Green, G (s) 118.7 118.7 Effective Green, g (s) 112.3 112.3 Actuated g/C Ratio 0.68 0.68 Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) 2408 925 v/s Ratio Prot 0.2.3 v/s Ratio Perm c0.35 v/c Ratio 0.34 0.52 Uniform Delay, dl 10.9 13.0 Progression Factor 1.00 1.00 Incremental Delay, d2 0.1 0.4 Delay (s) 11.0 13.3 Level of Service B B Approach Delay (s/veh) 13.6 Approach LOS B Intersection Summary K:IFTL_TPTO1044800034 - RDBH Sunny IsleslCalcslSynchrolexisting.syn 265 HCM 7th TWSC P.M. Peak Hour 2: SR A1A/Collins Avenue & Project Driveway Existing Condition Intersection Int Delay, s/veh 0.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 ? 0 Traffic Vol, veh/h 6 0 0 0 0 1 0 1337 1 0 0 0 Future Vol, veh/h 6 0 0 0 0 1 0 1337 1 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 20 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - 0 - - - - - - Veh in Median Storage, # - 0 - 0 - - 0 - - 0 Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3 Mvmt Flow 6 0 0 0 0 1 0 1407 1 0 0 0 Major/Minor Minor2 Minorl Majorl Conflicting Flow All 704 1428 - - - 724 0 0 Stage 1 0 0 - - - - - - Stage 2 704 1428 - - - - - - - Critical Hdwy 4.4 4.4 - - - 4.9 - - - Critical Hdwy Stg 1 - - - - - - - - Critical Hdwy Stg 2 6.56 5.56 - - - - - - Follow-up Hdwy 3.8 3.8 - - - 3.9 - - Pot Cap-1 Maneuver 568 320 0 0 0 497 0 - - Stage 1 - - 0 0 0 - 0 - - Stage 2 372 202 0 0 0 - 0 - - Platoon blocked, % - - Mov Cap-1 Maneuver 567 314 - - - 488 - - - Mov Cap-2 Maneuver 567 314 - - - - - - - Stage 1 - - - - - - - - - Stage 2 372 198 - - - - - - - Approach EB WB NB HCM Control Delay, s/v11.42 12.4 0 HCM LOS B B ►SIR.TiI�:Tiali!Fi[.ti►�lR'ii�►1:3�►1:3:» 3�'iTiU19:3�'iTi Capacity (veh/h) - 567 488 HCM Lane WC Ratio - 0.011 0.002 HCM Control Delay (s/veh) - 11.4 12.4 HCM Lane LOS - B B HCM 95th %tile Q(veh) - 0 0 K:IFTL_TPT01044800034 - RDBH Sunny IsleslCalcslSynchrolexisting.syn 266 Future Background P.M. 267 Timings P.M. Peak Hour 1: SR Al A/Collins Avenue & SR 856/William Lehman Causeway Future Background Condition Lane Group EBL WBL WBR NBU NBT SBU SBT SBR 012 Lane Configurations 11 1 F A 0 A ++ 0 Traffic Volume (vph) 612 18 15 80 1406 37 880 730 Future Volume (vph) 612 18 15 80 1406 37 880 730 Turn Type Prot Prot Prot Prot NA, Prot NA Perm Protected Phases 3 7! 9 7! 6 5 29 2 Permitted Phases 29 Detector Phase 3 7 9 7 6 5 29 29 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 24.4 24.4 23.9 24.4 25.1 25.1 25.1 Total Split (s) 45.0 45.0 16.0 45.0 86.0 18.0 104.0 Total Split (%) 27.3% 27.3% 9.7% 27.3% 52.1 % 10.9% 63% Yellow'Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.4 2.4 2.4 2.4 3.1 3.1 3.1 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.4 6.4 6.4 6.4 7.1 7.1 Lead/Lag Lag Lead Lead -Lag Optimize? Yes -Yes Recall Mode None None None None None C-Max C-Max Intersection Summary Cycle Length:165 Actuated Cycle Length: 165 Offset:135 (82%), Referenced to phase 2:SBT and 5:SBU, Start of Yellow Natural Cycle: 150 Control Type: Actuated -Coordinated ! Phase conflict between lane groups. Splits and Phases: 1: SR AlA/Collins Avenue & SR 856NVilliam Lehman Causeway 032 (R) � 03 f 09 L L+ 5 (R 1 06 � 07mmmi - K:IFTL_TPT01044800034 - RDBH Sunny Isles\Calcs\Synchro\FB.syn 268 HCM Signalized Intersection Capacity Analysis P.M. Peak Hour 1: SR Al A/Collins Avenue & SR 856/William Lehman Causeway Future Background Condition Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations 1) r 41 tt A Traffic Volume (vph) 612 0 0 18 0 15 80 0 1406 27 37 0 Future Volume (vph) 612 0 0 18 0 15 80 0 1406 27 37 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.4 6.4 6.4 6.4 7.1 7.1 Lane Util. Factor 0.97 1.00 1.00 1.00 0.95 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 1.00 Flt Protected 0.95 0.95 1.00 0.95 1.00 0.95 Satd. Flow (prot) 3433 1770 1583 1770 3522 1770 Flt Permitted 0.95 0.95 1.00 0.95 1.00 0.95 Satd. Flow (perm) 3433 1770 1583 1770 3522 1770 Peak -hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 638 0 0 19 0 16 83 0 1465 28 39 0 RTOR Reduction (vph) 0 0 0 0 0 0 0 0 1 0 0 0 Lane Group Flow (vph) 638 0 0 19 0 16 83 0 1492 0 39 0 Confl. Peds. (#/hr) 17 17 20 Confl. Bikes (#/hr) 1 1 Turn Type Prot Prot Prot Prot NA Prot Protected Phases 3 7! 9 7! 6 5 Permitted Phases Actuated Green, G (s) 34.6 34.6 13.6 34.6 78.9 10.9 Effective Green, g (s) 34.6 34.6 13.6 34.6 78.9 10.9 Actuated g/C Ratio 0.21 0.21 0.08 0.21 0.48 0.07 Clearance Time (s) 6.4 6.4 6.4 6.4 7.1 7.1 Vehicle Extension (s) 2.5 3.0 2.5 3.0 1.0 2.0 Lane Grp Cap (vph) 719 371 130 371 1684 116 v/s Ratio Prot c0.19 0.01 0.01 0.05 c0.42 0.02 v/s Ratio Perm v/c Ratio 0.89 0.05 0.12 0.22 0.89 0.34 Uniform Delay, d1 63.3 52.1 70.2 54.1 39.0 73.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 12.7 0.1 0.3 0.3 5.8 7.7 Delay (s) 76.0 52.1 70.5 54.4 44.8 81.3 Level of Service E D E D D F Approach Delay (s/veh) 76.0 60.5 45.3 Approach LOS E E D Intersection Summary HCM 2000 Control Delay (s/veh) 37.3 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.85 Actuated Cycle Length (s) 165.0 Sum of lost time (s) 27.0 Intersection Capacity Utilization 89.4% ICU Level of Service E Analysis Period (min) 15 ! Phase conflict between lane groups. c Critical Lane Group K:IFTL_TPTO1044800034 - RDBH Sunny IsleslCalcslSynchrolFB.syn 269 HCM Signalized Intersection Capacity Analysis P.M. Peak Hour 1: SR Al A/Collins Avenue & SR 856/William Lehman Causeway Future Background Condition 1 ./ Movement SBT SBR Lane Configurations F Traffic Volume (vph) 880 730 Future Volume (vph) 880 730 Ideal Flow (vphpl) 1900 1900 Total Lost time (s) 7.1 7.1 Lane Util. Factor 0.95 1.00 Frpb, ped/bikes 1.00 0.86 Flpb, ped/bikes 1.00 1.00 Frt 1.00 0.85 Flt Protected 1.00 1.00 Satd. Flow (prot) 3539 1360 Flt Permitted 1.00 1.00 Satd. Flow (perm) 3539 1360 Peak -hour factor, PHF 0.96 0.96 Adj. Flow (vph) 917 760 RTOR Reduction (vph) 0 251 Lane Group Flow (vph) 917 509 Confl. Peds. (#/hr) 25 Confl. Bikes (#/hr) 5 Turn Type NA Perm Protected Phases 29 Permitted Phases 29 Actuated Green, G (s) 116.9 116.9 Effective Green, g (s) 110.5 110.5 Actuated g/C Ratio 0.67 0.67 Clearance Time (s) Vehicle Extension (s) Lane Grp Cap (vph) 2370 910 v/s Ratio Prot 0.26 v/s Ratio Perm c0.37 v/c Ratio 0.39 0.56 Uniform Delay, dl 12.1 14.4 Progression Factor 1.00 1.00 Incremental Delay, d2 0.1 0.6 Delay (s) 12.2 15.0 Level of Service B B Approach Delay (s/veh) 15.0 Approach LOS B Intersection Summary K:IFTL_TPT01044800034 - RDBH Sunny IsleslCalcslSynchrolFB.syn 270 HCM 7th TWSC P.M. Peak Hour 2: SR A1A/Collins Avenue & Project Driveway Future Background Condition Intersection Int Delay, s/veh 0.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 ? 0 Traffic Vol, veh/h 6 0 0 0 1 0 1 0 1499 1 0 0 0 Future Vol, veh/h 6 0 0 0 0 1 0 1499 1 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 20 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - - None - - None - - None - - None Storage Length - - - - - 0 - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - 0 Grade, % - 0 - - 0 - - 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 . 95 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3 Mvmt Flow 6 0 0 0 0 1 0 1578 1 0 0 0 Major/Minor Minor2 Minorl Majorl Conflicting Flow All 789 1599 - - - 809 - 0 0 Stage 1 0 0 - - - - - - - Stage 2 789 1599 - - - - - - - Critical Hdwy 4.4 4.4 - - - 4.9 - - - Critical Hdwy Stg 1 - - - - - - - - Critical Hdwy Stg 2 6.56 5.56 - - - - - - - Follow-up Hdwy 3.8 3.8 - - - 3.9 - - - Pot Cap-1 Maneuver 532 278 0 0 0 461 0 - - Stage 1 - - 0 0 0 - 0 - - Stage 2 332 166 0 0 0 - 0 - - Platoon blocked, % - - Mov Cap-1 Maneuver 531 273 - - - 452 - - - Mov Cap-2 Maneuver 531 273 - - - - - - Stage 1 - - - - - - - - Stage 2 331 163 - - - - - - Approach EB WB NB HCM Control Delay, s/v11.86 12.99 0 HCM LOS B B Minor Lane/Maior Mvmt NBT NBR EBLnlWBLnl Capacity (veh/h) - - 531 452 HCM Lane V/C Ratio - - 0.012 0.002 HCM Control Delay (s/veh) - - 11.9 13 HCM Lane LOS - - B B HCM 95th %tile Q(veh) - - 0 0 K:1FTL_TPTO1044800034 - RDBH Sunny IsleslCalcslSynchrolFB.syn 271 Future Total P.M. 272 Timings P.M. Peak Hour 1: SR AlA/Collins Avenue & SR 856/William Lehman Causeway Future Total Condition .'` t L# , Lane Group EBL WBL WBR NBU NBT SBU SBT SBR 02 Lane Configurations 11 1 0 A + 11 A tt i Traffic Volume (vph) 612 18 15 90 1419 37 890 738 Future Volume (vph) 612 18 15 90 1419 37 890 738 Turn Type Prot Prot Prot Prot NA Prot NA Perm Protected Phases 3 7! 9 7! 6 5 29 Permitted Phases 29 Detector Phase 3 7 9 7 6 5 29 29 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 24.4 24.4 23.9 24.4 25.1 25.1 Total Split (s) 45.0 45.0 16.0 45.0 86.0 18.0 Total Split (%) 27.3% 27.3% 9.7% 27.3% 52.1 % 10.9% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.4 2.4 2.4 2.4 3.1 3.1 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.4 6.4 6.4 6.4 7.1 7.1 Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None None None - None None C-Max Intersection Summary Cycle Length:165 Actuated Cycle Length: 165 Offset:135 (82%), Referenced to phase 2:SBT and 5:SBU, Start of Yellow Natural Cycle: 150 Control Type: Actuated -Coordinated ! Phase conflict between lane groups. Solits and Phases: 1: SR A1A/Collins Avenue & SR 856/William Lehman ( ausPw;;v 2 7.0 25.1 104.0 63% 4.0 3.1 C-Max � � 02 (R) 03 09 MJM 5 (R 1 t 06 � 07 K:IFTL_TPTO1044800034 - RDBH Sunny Isles\Calcs\Synchro\FT.syn 273 HCM Signalized Intersection Capacity Analysis P.M. Peak Hour 1: SR Al A/Collins Avenue & SR 856/William Lehman Causeway Future Total Condition ` -► ,' 1 �► Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations 1) '� r 41 tt A Traffic Volume (vph) 612 0 0 18 0 15 90 0 1419 27 37 0 Future Volume (vph) 612 0 0 18 0 15 90 0 1419 27 37 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.4 6.4 6.4 6.4 7.1 7.1 Lane Util. Factor 0.97 1.00 1.00 1.00 0.95 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 1.00 Fit Protected 0.95 0.95 1.00 0.95 1.00 0.95 Satd. Flow (prot) 3433 1770 1583 1770 3522 1770 Fit Permitted 0.95 0.95 1.00 0.95 1.00 0.95 Satd. Flow (perm) 3433 1770 1583 1770 3522 1770 Peak -hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 638 0 0 19 0 16 94 0 1478 28 39 0 RTOR Reduction (vph) 0 0 0 0 0 0 0 0 1 0 0 0 Lane Group Flow (vph) 638 0 0 19 0 16 94 0 1505 0 39 0 Confl. Peds. (#/hr) 17 17 20 Confl. Bikes (#/hr) 1 1 Turn Type Prot Prot Prot Prot NA Prot Protected Phases 3 7! 9 7! 6 5 Permitted Phases - Actuated Green, G (s) 34.6 34.6 13.6 34.6 78.9 10.9 Effective Green, g (s) 34.6 34.6 13.6 34.6 78.9 10.9 Actuated g/C Ratio 0.21 0.21 0.08 0.21 0.48 0.07 Clearance Time (s) 6.4 6.4 6.4 6.4 7.1 7.1 Vehicle Extension (s) 2.5 3.0 2.5 3.0 1.0 2.0 Lane Grp Cap (vph) 719 371 130 371 1684 116 v/s Ratio Prot c0.19 0.01 0.01 0.05 c0.43 0.02 v/s Ratio Perm v/c Ratio 0.89 0.05 0.12 0.25 0.89 0.34 Uniform Delay, dl 63.3 52.1 70.2 54.4 39.2 73.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 12.7 0.1 0.3 0.4 6.4 7.7 Delay (s) 76.0 52.1 70.5 54.8 45.6 81.3 Level of Service E D E D D F Approach Delay (s/veh) 76.0 60.5 46.1 Approach LOS E E D Intersection Summary HCM 2000 Control Delay (s/veh) 37.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.85 Actuated Cycle Length (s) 165.0 Sum of lost time (s) 27.0 Intersection Capacity Utilization 89.7% ICU Level of Service E Analysis Period (min) 15 ! Phase conflict between lane groups. c Critical Lane Group K:IFTL_TPTO1044800034 - RDBH Sunny IsleslCalcslSynchrolFT.syn 274 HCM Signalized Intersection Capacity Analysis P.M. Peak Hour 1: SR A1A/Collins Avenue & SR 856/William Lehman Causeway Future Total Condition Movement SBT SBR Lane Configurations it Traffic Volume (vph) 890 738 Future Volume (vph) 890 738 Ideal Flow (vphpl) 1900 1900 Total Lost time (s) 7.1 7.1 Lane Util. Factor 0.95 1.00 Frpb, ped/bikes 1.00 0.86 Flpb, ped/bikes 1.00 1.00 Frt 1.00 0.85 Fit Protected 1.00 1.00 Satd. Flow (prot) 3539 1360 Fit Permitted 1.00 1.00 Satd. Flow (perm) 3539 1360 Peak -hour factor, PHF 0.96 0:96 Adj. Flow (vph) 927 769 RTOR Reduction (vph) 0 254 Lane Group Flow (vph) 927 515 Confl. Peds. (#/hr) 25 Confl. Bikes (#/hr) 5 Turn Type NA Perm Protected Phases 29 Permitted Phases 29 Actuated Green, G (s) 116.9 116.9 Effective Green, g (s) 110.5 110.5 Actuated g/C Ratio 0.67 0.67 Clearance Time (s) . Vehicle Extension (s) Lane Grp Cap (vph) 2370 910 v/s Ratio Prot 0.26 v/s Ratio Perm c0.38 v/c Ratio 0.39 0.57 Uniform Delay, dl 12.2 14.5 Progression Factor 1.00 1.00 Incremental Delay, d2 0.1 0.7 Delay (s) 12.3 15.2 Level of Service B B Approach Delay (slveh) 15.1 Approach LOS B Intersection Summary K:IFTL_TPTO1044800034 - RDBH Sunny IsleslCalcslSynchrolFT.syn 275 HCM 7th TWSC P.M. Peak Hour 2: SR A1A/Collins Avenue & Project Driveway Future Total Condition Intersection Int Delay, s/veh 0.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 ? ft Traffic Vol, veh/h 6 0 0 0 0 28 0 1495 45 0 0 0 Future Vol, veh/h 6 0 0 0 0 28 0 1495 45 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 20 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - - None - - None - - None Storage Length - - - - 0 - - - - - - Veh in Median Storage, # 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3 Mvmt Flow 6 0 0 0 0 29 0 1574 47 0 0 0 Major/Minor Minor2 Minorl Majorl Conflicting Flow All 787 1641 - - - 831 - 0 0 Stage 1 0 0 - - - - - - - Stage 2 787 1641 - - - - - - - Critical Hdwy 4.4 4.4 - - - 4.9 - - - Critical Hdwy Stg 1 - - - - - - - - - Critical Hdwy Stg 2 6.56 5.56 - - - - - - - Follow-up Hdwy 3.8 3.8 - - - 3.9 - - - Pot Cap-1 Maneuver 533 268 0 0 0 452 0 - - Stage 1 - - 0 0 0 - 0 - - Stage 2 332 158 0 0 0 - 0 - - Platoon blocked, % - - Mov Cap-1 Maneuver 498 263 - - - 443 - - - Mov Cap-2 Maneuver 498 263 - - - - - - - Stage 1 - - - - - - - - Stage 2 310 155 - - - - - - - Approach EB WB NB HCM Control Delay, s/v12.33 13.7 0 HCM LOS B B Minor Lane/Maior Mvmt NBT NBR EBLnlWBLnl Capacity (veh/h) - 498 443 HCM Lane V/C Ratio - - 0.013 0.066 HCM Control Delay (s/veh) - - 12.3 13.7 HCM Lane LOS - - B B HCM 95th %tile Q(veh) - - 0 0.2 K:IFTL_TPTO1044800034 - RDBH Sunny IsleslCalcslSynchrolFT.syn 276 Appendix K Roadway Segment Capacity Analysis 277 N d E 7 0 0 m a N Q C N E tw w N1 f0 3 M m 0 W U co "k ' ^ L U U H N V w O O O p O O 00 c-I 00 e1 M V U o0 00 ri N' Ct co aJ m aJ c c c C J J J Q N lD a p � rn � r-I N cr o Ln W U --I' O N M 0 v v v 2 c c c Y J J J � N Gt lD a * * * w * * * It p r-1 N O ItO U 0 U 0 2 c c c ,G J J ci N M cam. 0 0 0 0 w O M d M cr O O O' N d' l0 N O O O O p ID oo rn I� In �-I M m Ln lD Z O O O U * V n M N -9t Ln co a) a) aJ a) C c c c o1 o J J N � CD 00 Lo r, w M N m Ln l0 O O O 0 p Lr N ei O r-1 m Ln w o U * p N' It d� co c C c c J J J J N d' lD CO m o w m O rl N N M O Oa-1 rn inrl r. o0 m rl N M O O a) U * N N In rl N N co c c c c J J J J c J�I fQ — f.- '- U Q k 0 0 0 0 N rn N z3- tD N O O O O p rn M rn rn m CO m cA a-i M Ln rl O U * ":, 000 l0 co 00' N N Ln 0] v v v v c c C c J J J J N � lD 00 w 01 00 kc l0 11 M to w O O O O p N [t cl d M In N N N V1 co c c c c m J m _@J N lD 00 w -I N M M p � kc � r-I N m r-I c-i N CO ai (U a) (U c c c c J J J J 0 0 0 0 w e0 00 cr �o 0 06 (T o N M to N O O O O t0 O m Ln ri m In �o U * CD v v v v � c c c J J J J N C1 lD 00 CN 0Om Ln w oc ct M M r-I M Ln to o p 11:1 rn rn ci N Ch to * * * * U * * * * co C c c c J J J J N d tD 00 w O a 0) It a -I -1 N fv1 o p C i N co **** * * * * co v m a) a)c c c c J J J J i-I N m a v v a w Ln m � � c O � o Lz x v v mw w J°• � av � m N " v c y m EJ G co" �. 7 F o o; X:'� E a T J T m.> F c w —a - 3 �303 c �-o z-o o c C m. Y , _,. i m v. v Ec D-�- a m w.a) ci w > > c c m u N m N a '�. � :G ' ° o u u 7 7 c w'-:_2 Z y m O voa a E o 02 o aJ c J .0 v o y > .D 'mai svm al —0'�—' F �% ,4co o °�v m oa o � �T c O O. a m w v '_ - 0 5 O. L cc q G' C m_O � uo ar m c . 0 a. O. � a ° m w 'zv p > u >Li a c N w c W U y B 0 m v . .> O'er a CD 3 c c u G'. _E. 3 a) to O `'J 0 ° ° m c v' �.w-zv v o� LL �5� o = c c 3v CU CL 3 v' w ++ _a¢ 8u 3 ss o `—° L° o -� 1-f" K N. tco w Appendix L Entry Gate Queue Analysis 280 O LO O ,- N O O MO O 0 O O II II II II II II , II � " � U) n � a) w- Q U (6 (6 (6 (D O a) a) L U > a c o > W N L a) U) O > a --I cn W C L5 -0 CL m '� a) p +-� > Q z Z.� U) H ( z a) Q U f6 Q as a) U a) m cn = i_ a) E E L > fA O > E O II II z N z o a) o E N O p I— O U_ � c (5 U L VJ cn O C C E .E •:O 0 d' 0 O 0 O 0 r— 0 O O O O C7 00 L6 II II II II E c 3: w W w W E E a) a) cn :3 :3 CD >, a- 07 >, �c _ o � •— a) E a) _E c U to ''' CU a) a) U > a)!E— a) O > O O 'O L .Q E > a) a) a) Q- U X N W Q x W II II o � a) a) (Q O) Cl) a) � E m O X a) U a) O a) C: = O O p 0 cu O a) U ..0 a) a) C O c (B N U a) O M Ir a) D a) E ZZ a) LF— JZ- 0 O O L6 a) a) () U X a) cn U 0) a) a) a) x cn 0 U) 0_ a) L L > L L t C > > > E O � CD O CDp C C E E II II II II II II II z U 0 U L )-0 C U (6 0 0 0 0 o a) 00 O O w L a) U)o II II II II c� -- 0 a) c, a, E 3 IL o) w � w w w w -0 LLa � a) 0Q z (D E E _ a) a) .y. Q ( �acn _ Q +_• E Q cn a) U a) 3: E U_ fA "' CU U L a) a) 'n 0 U v 0 _ CO a) > a) A+ n U O W L ; E 'E = co O p > II II > 00 A O a) z� Z� ca E 0-0 O a) F a) a) a) x U O U w Q c cu 0 a)w mry U U) N � U �L •L L 0 0 CO O O L6 n n 02 n A " 3 x `. w a N � R5 s� cn C: m � E a) 0 X cn a) U O C � O_ 1 O 0 Q. 0 Y M 0 d a) U m m C O c L U a) 0 sS a) a) E a) 0 0- 0 O O LO m a) a) U x a) N L U L L C a) a) a) x Appendix M Valet Operations Analysis 283 Valet Route Maps 284 - -- �A - �� d ALWW 3" av��u 000'u "'-`-v avou 3J fl1; 3nN3AV Cl.,,,,_ co O_ N -� co f6 d O : N � 5 E C (D 0 =3 J N ui O N N N cu N > i) Q y C O U 0 rn U 41 �Oa (AV(�jp�MJlt! *R9/id 341M 66'tIZE) 3nNny °a 3-LVLS) SNIll00 Q - 00 caa (:N � 3 E 6 ai a) O u" O > �. tL > Cl) Q to O U LO 0 rn L ■■•0�- W E LO N N 0 z s N ` ". Ln x x � I� E� E� E� I>• EI• E>• � � I �. i I` Q aooy L11 L L� 'c LLI tff i I' io iiE o 7 i 4 ` 1 I M E t � ET 13 wo wa- 1 11 t l ¢NI I I o z` T I lam _CL am in' 0 1 i I la"ft"m �-�CL - a l l9=1II li ; 1 I 11 Il mob, 1! ! AIL_ _ a W. �� a (AVM �p JAE)lu onBRd 301M 6Z 6ZE1 1 r � �\� a (VI-d OVoa �Lbcs) JnAH �....._ _ co n o co cuN c N o 0 -J N ui oC3) >CIO Y Q� 0 U LID rn Valet Processing Time 289 v > v E J M M i W N Q Q _ o � N > LU > w 3 ~ a L, \ H f6 Z N Z tlo Wai i N a E v 4 w d' W J 3 > O � In Ln E O Q i Y U C QJ E _ N LL ~ LL O � � a m O IL 0 W J > N E N N ci v E cu Q _ d H L,1 N U N E > J r � Ln > r-I' a. a) Fba O N rl CO cI O O M J C7 V OLU Ol a1 3 > E > Q H M m (To m E O O D O F- E E a co H U � N ca O v m o (7 H N 4- L O ~ H O !_ U w CA C' 41 ca � v � Q M E � ; i2 ~ W N r N t > Q � � E U J W Ln t > C LU d J v (WII L R N W > v IZT E > M Ln O LnE N Q N �- N � U L E � U' a � U � a L, W J > E 4 tm E 1Z � M W ba w cI i E a1 J Q a N W > VIE N � O fL6 N N 4J F.uj. 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The Corradino Group Cc: David Ettinger, AIA RDBH Sunny Isles Venture, LLC From: John J. McWilliams, P.E. X4� Date: November 25, 2025 Subject: 19051 Collins Avenue Development Shared Parking Analysis Sunny Isles Beach, Florida A shared parking analysis was prepared to evaluate the expected parking requirements and parking demand for the proposed development generally located at 19051 Collins Avenue in Sunny Isles, Florida. Currently, the property proposed for development consist of a low-rise residential building, which is now vacant as of July 2025. The proposed development consists of 145 high-rise residential units and a 2,390 square feet of cafe. Note that the proposed cafe is ancillary, only serving the residential development. Currently, the proposed development provides 298 parking spaces. A project location map and site plan are provided in Attachment A. The shared parking analysis was prepared in accordance with Article VIII within subsection 265-46A(3)(b) of the City of Sunny Isles Beach Code of Ordinances which allows for parking spaces to be shared between different land uses that have peak hour parking demands occurring at different hours of the day. The analysis is consistent with the methodology outlined in the Urban Land Institute's (ULI) Shared Parking, 31 Edition. The following sections summarize the shared parking analysis. PROPOSED DEVELOPMENT PROGRAM The proposed development consists of the following uses: 145 high-rise residential units 2,390 square feet of cafe space A detailed development program is included in Attachment A. Parking Supply Requirements Based on the criteria outlined within Article VIII within subsection 265-46A(3)(b) of the City of Sunny Isles Beach Code of Ordinances, 306 parking spaces are required based on the proposed development program assuming that the land uses are standalone with no opportunity for shared parking. Table 1 provides the required parking supply for each land use. 294 Kimley»>Horn Ms. Amy Canales, November 25, 2025, Page 2 Table 1: City of Sunny Isles Beach Parking Requirements Land Use Proposed Intensity City of Sunny Isles Beach Parking Description Parking Requirement Required Multifamily (High -Rise) 145 units 2.0 spaces per unit 290 Cafe') 2,390 square feet 1 spaces per 16 150 square feet Total Parking Required 1 306 N OTE: (1) Note that the cafe land use is expected to primarily serve private residences. However, for the purposes of the analysis it was conservatively assumed to be open to the public. SHARED PARKING METHODOLOGY The Urban Land Institute (ULI) has developed a shared use parking methodology. The rationalization of this methodology is to identify primary independent variables affecting parking demand, identify the relative effects and universality of those variables, and develop a standard methodology for analyzing shared parking. Shared parking is defined as a parking space that can be used to serve two (2) or more individual land uses without conflict or encroachment. Note that the cafe land use is expected to primarily serve private residences. However, for the purposes of the analysis it was conservatively assumed to be open to the public. The opportunity to implement shared parking is generated by the following: Variations in the peak accumulation of parked vehicles as the result of different activity patterns of adjacent or nearby land uses (by hour, by day, by season). Relationships among land use activities that result in peoples' attraction to two or more land uses on a single vehicular trip to a given area or development. The City of Sunny Isles Beach Code of Ordinances provides peak parking ratios for major classifications of land uses but does not account for the impact of shared/combined parking for two (2) or more uses which can be significantly less than the sum of individual land uses. Peak parking accumulations for individual land uses in a mixed -land use development can occur at different times during the day. This is also true for weekdays versus weekends and seasonal variations. The ULI has developed hourly parking demand distributions for a variety of land uses. These distributions are presented in a table format and provide a percent of the required parking ratio on an hourly basis throughout the course of a day, which is denoted as hourly percent required. Each individual land use parking demand is summated to estimate the overall shared parking demand for the project. Attachment B contains the specific calculations for this proposed development. Note that there is no ULI code for the proposed cafe, therefore the ULI code of fast casual food and beverage land use was utilized. Explained further, when the hourly percent requirement equals 100 percent (100%), all of the City's specified parking spaces for that particular land use are required to be available. Table 2 summarizes the proposed development land uses, corresponding shared parking category land use, and parking user information. 295 KimlepMornMs. Amy Cana/es, November 25, 2025, Page 3 -Was,� s �� krng Cruse°an� A•"t ��ftvw ercentage,[r� ' er"€ype IJJe';7 "x i &�3H"4'"r F'i�' 2C"3 ct SST }, , rY.fi��3 ✓.. &ifY£ �f' d5 F k eefidar ` Weekend v� 145 multifamily high-rise Residential (Multifamily [High -Rise]) 96 Percent Resident/ 94 Percent Resident/ dwelling units 4 Percent Visitor 6 Percent Visitor 2,390 square feet of Cafe 86 Percent Patron/ 86 Percent Patron/ restaurant (cafe) space 14 Percent Employee 14 Percent Employee Multimodal Factor A multimodal (public transit, bicycle, and pedestrian) factor based on US Census Means of Transportation to Work data was reviewed for the census tract in the vicinity of the site. The US Census data indicated that there is a 5.1 percent (5.1 %) multimodal factor within the vicinity of the proposed development area as it is expected that some residents, guests, and employees will choose to walk, bicycle, or use public transit to and from the site reducing the amount of parking supply. This factor was applied to the shared parking analysis for both the weekday and weekend. US Census Means of Transportation to Work data are included in Attachment C. Captive Market As discussed previously, there exists a high potential that trip interaction will occur between the various land uses of the development. This interaction is commonly referred to as internal capture for vehicular trip calculations and captive market adjustment for parking calculations. The influence the internal capture effect has on the proposed development was calculated utilizing the Institute of, Transportation Engineer's (ITE) methodology for the site. Based on the ITE methodology, internal capture for the proposed development was calculated to be 6.1 percent (6.1 %) on a weekday and 6.3 percent (6.3%) on the weekend. Note that in order to provide a conservative analysis, internal capture calculations were prepared for the proposed development independent of the approved methodology as trip generation rates for the weekend scenario was not available. Captive market is half of internal capture as vehicles are parked at one (1) of the land uses. Therefore, a 3.05 percent (3.05%) captive market factor was applied weekday shared parking analysis and a 3.15 percent (3.15%) captive market factor was applied to the weekend shared parking analysis. Internal capture calculations are contained in Attachment C. Shared Parking Analysis Results Based on the ULI distributions and the City of Sunny Isles Beach Code of Ordinances parking requirements, the weekday peak season, peak hour shared -use parking analysis determined that 264 spaces are required between 11:00 P.M. and 12:00 A.M. The shared parking analysis corresponds to 42 fewer parking spaces than the 306-parking space requirement based on the City of Sunny Isles Beach parking code. The weekend peak season, peak hour shared -use parking analysis determined that 261 spaces are required between 11:00 P.M. and 12:00 A.M. The shared parking analysis corresponds to 45 fewer parking spaces than the 306-parking space requirement based on the City of Sunny Isles Beach parking code. Detailed shared parking calculations are included in Attachment D. 296 Kimley>>> Horn Ms. Amy Canales, November25, 2025, Page 4 CONCLUSION Based on the City of Sunny Isles Beach Code of Ordinances, evaluating each land use independent of one another will result in a parking supply of 306 parking spaces. However, evaluating the site based upon the parking demand distributions and characteristics contained within the ULI's Shared Parking, 31 Edition, the highest peak -season peak -hour parking demand was calculated to be 264 parking spaces. The shared parking analysis corresponds to 42 fewer parking spaces, or a 13.7 percent (13.7%) reduction of the parking supply based on City of Sunny Isles Beach parking code. As previously mentioned, the proposed development is providing 298 parking spaces, which results in a surplus of 34 parking spaces. K:\FTL_TPTO\044800034 - RDBH Sunny Isles\Correspondence\Shared Parking\102025 Canales RDBH Sunny Isles Shared Parking Analysis.docx % j"%t 1 i 11111l,4Fi ,yti4H .MCy��r� 1� +`0 ' No 62541 STATE OF O R 1 d P G� `�� John J. McWilliams, P.E. Florida Registration Number 62541 Kimley-Horn and Associates, Inc. 8201 Peters Road, Suite 2200 Fort Lauderdale, FL 33324 This item has been digitally signed and sealed by John J. McWilliams, P.E. on November 25, 2025, using a Digital Signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be 297 Attachment A Development Program 298 l Y ,rv. T + 1 anuand sui�1o3 �,� Y27 ,. Z- _ -fi. ��F rs_T'�. p t � �1 �� 4. 0 ,% ��—+.p '7� �—'S' ... _ _ _ „*1, ram.".—"^^'^^s•.. ,.. _ na ilt OL �i{ If�F(7+ I 1 } i�.l ,� � 1 ' W i r eN-I ci!e ONO , - ,.,,_� I , m l kin .°�'" .�•- � � � Q � t� � �; .. t�-�, r� �� AN, ��" j,'�•.�v , _ — _ — � b I -.I •r Il9.A '\ ft r - AAN— SP fr,R�i Ni IW, 19t .,..«z`2 � .�■■�1111111■ .,:.. ,._ .Ho 3a °�■■;■■■��u��■u�i { \ ! ! \ )) \!! �4 m Attachment B Required Parking Calculations 301 x X 0 Attachment C Muitirnodal and Captive Market Calculations 303 U.S. Census Data 304 10/7/24, 1:58 PM B08301: Means of Transportation ... - Census Bureau Table United States Means of Transportation to Work Census Bureau Note: This is a modified view of the original table produced by the U.S. Census Bureau. This download or printed version may have missing information from the original table. 0+31 +51 /1,618=5.067 Census Tract 1.23; Miami -Dade County; Florida Label - --- - - — --- - Estimate Marain of Error V Total: V Car, truck, or van: Drove alone N Carpooled: ----- ----- - - -- - --- -- - -- - -- - --- ------ -- In 2-person carpool In 3-person carpool In 4-person carpool In 5- or 6-person carpool In 7-or-more-person carpool V Public transportation (excluding taxicab): Bus Subway or elevated rail Long-distance train or commuter rail Light rail, streetcar or trolley (carro publico in Puerto Rico) Ferryboat 1,112 t271 940 ±207 172 ±112 20 0 0 0 i 0 0 i 0 0 0 0 ±106 ±31 ±15 ±15 t15 ±15 t15 ±15 t15 ±15 ±15 Worked from home 392 ±178 hftps://data.census.gov/table/ACSDT5Y2022.BO8301?q=b08301 &g=1400000US12086000123 305 10/7/24, 1:58 PM B08301: Means of Transportation ... - Census Bureau Table Table Notes Means of Transportation to Work Survey/Program: American Community Survey Universe: Workers 16 years and over Year:2022 Estimates: 5-Year Table ID: B08301 Although the American Community Survey (ACS) produces population, demographic and housing unit estimates, the decennial census is the official source of population totals for April 1st of each decennial year. In between censuses, the Census Bureau's Population Estimates Program produces and dissemina the official estimates of the population for the nation, states, counties, cities, and towns and estimates of housing units for states and counties. Information about the American Community Survey (ACS) can be found on the ACS website. Supporting documentation including code lists, subject definitions, data accuracy, and statistical testing, and a full list of ACS tables and table shells (without estimates) can be found on the Technical Documentation section of the ACS website. Sample size and data quality measures (including coverage rates, allocation rates, and response rates) can be found on the American Community Survey website in the Methodology section. Source: U.S. Census Bureau, 2018-2022 American Community Survey 5-Year Estimates Data are based on a sample and are subject to sampling variability. The degree of uncertainty for an estimate arising from sampling variability is represent through the use of a margin of error. The value shown here is the 90 percent margin of error. The margin of error can be interpreted roughly as providing a 90 percent probability that the interval defined by the estimate minus the margin of error and the estimate plus the margin of error (the lower and upper confidence bounds) contains the true value. In addition to sampling variability, the ACS estimates are subject to nonsampling error (for a discussion of nonsampling variability, see ACS Technical Documentation). The effect of nonsampling error is not represented in these tables. Workers include members of the Armed Forces and civilians who were at work last week. Several means of transportation to work categories were updated in 2019. For more information, see: Change to Means of Transportation. The 2018-2022 American Community Survey (ACS) data generally reflect the March 2020 Office of Management and Budget (OMB) delineations of metropolitan and micropolitan statistical areas. In certain instances, the names, codes, and boundaries of the principal cities shown in ACS tables may diffl from the OMB delineation lists due to differences in the effective dates of the geographic entities. Estimates of urban and rural populations, housing units, and characteristics reflect boundaries of urban areas defined based on 2020 Census data. As a result, data for urban and rural areas from the ACS do not necessarily reflect the results of ongoing urbanization. Explanation of Symbols: The estimate could not be computed because there were an insufficient number of sample observations. For a ratio of medians estimate, one or both of tf median estimates falls in the lowest interval or highest interval of an open-ended distribution. For a 5-year median estimate, the margin of error associate( with a median was larger than the median itself. The estimate or margin of error cannot be displayed because there were an insufficient number of sample cases in the selected geographic area. N The estimate or margin of error is not applicable or not available. median - The median falls in the lowest interval of an open-ended distribution (for example "2,500-") median+ The median falls in the highest interval of an open-ended distribution (for example "250,000+"). The margin of error could not be computed because there were an insufficient number of sample observations. The margin of error could not be computed because the median falls in the lowest interval or highest interval of an open-ended distribution. hftps://data.census.gov/table/ACSDT5Y2022.B08301?q=b08301 &g=1400000US12086000123 306 10/7/24, 1:58 PM B08301: Means of Transportation ... - Census Bureau Table A margin of error is not appropriate because the corresponding estimate is controlled to an independent population or housing estimate. Effectively, the corresponding estimate has no sampling error and the margin of error may be treated as zero. https://data.census.gov/table/ACSDT5Y2022.BO8301 ?q=b08301 &g=1400000US 12086000123 307 Captive Market Capture Calculations 308 m� <¢ O N Q � a ,�; �� w J N LL b Y o Internal Capture Reduction Calculations Methodology for Daily based on the average of the Unconstrained Rates for the A.M. Peak Hour and P.M. Peak Hour SUMMARY (PROPOSED) H Total %Reduction 6.1% Office aRetail Restaurant 14.0 % Cinema/Entertainment Q Residential 3.9% Hotel z O H 9 W z W a ❑ z W Y W W W N O a O Of a Internal Capture Reduction Calculations Methodology for Daily based on the average of the Unconstrained Rates for the A.M. Peak Hour and P.M. Peak Hour SUMMARY (PROPOSED) GROSS TRIP GENERATION Land Use Daily Enter Exit Office 0 0 Retail 0: 0 Restaurant 13 - 13 Cinema/Entertainment 0 0 Residential 40 30 Hotel 0 0 53 43 INTERNAL TRIPS Land Use Daily Enter Exit Office 0 0 Retail A 0 Restaurant 2 1 Cinema/Entertainment 0 0 Residential 1 : 2 Hotel 0 0 3 3 H. Q Total % Reduction 6.3% Office Retail Restaurant 11.5% Cinema/Entertainment Residential 4.3% Hotel Attachment D Shared Parking Calculations 313 ~ aP3vtia � °i R N Of n V R V N tp° m vO1l ta° NN �� c3 u m u m o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 h ry o r a v1pi o ry 0 n 9 Yf Vi Ul vl tO m m ° m H a a E ` a � a � tO °1 � w n' °t vmi vmi vri � n m tO m v vmi m m m '^ Z . a g o e 0 g D o o g c r � a o o — N f 0 0 - 0 0 u w Q 7 - o ¢ ' ' o N e 0 0 o e 0 O a O T o b o g Om O e O O e o O N 6 v�f a0 iMif t0° op N `o p tom° eQl ~ i � 9 Q M P m ti d' V M n R m g o g o g o 0 0 el o g z v�i w _ h - a � . c v c. .. m o rmi .E - 6 a j o 0 0 0 . 0 0 0 . 0 . 0 . 0 . 0 . ov � a o 0 0 � Q N `o o i 9 Q u _ - °- o m `o x - 0 -ji E E v - - � o e n m m o •� "' .y N m a �n �o n m m o" E � $ - s °^ s `O t o m °1 m w m m voi `" °p � m o M❑� vie wao3 c m Ki 6 � V U W— jj� a - o o ° a i m m a `n E m No n 2 m - C ad. � j � o 0 oQ ^ ❑ �n 0 0 o 0 o e 0� o g° o o v e ❑Q o e F N c ¢ N � c � o N H 0 0 .y 0❑ G � W Q V N 9 9 e 0 0❑ a a % m 9 Q � v � � o �n o �n o m m�� �n o o �n �n o❑ - a c Q W = N K Q E — � � � O 9 9ems° O O � O O 99 O N 9 °�° O 0 e 9 0 0 e� e° O� 0 a O O 0 0 O O 0 0❑ �g o � Q A N — O i 9 Q m c N - 0 y N o v E H e n m m o. u N m N � o � 3 DEMOLITION/ CONSTRUCTION STAGING AND TRAFFIC MANAGEMENT PLANS 2019 CITY OF y \SLES9 �� I iF RECEIVED PZ2025-08 - 5/13/2025 PLANNING & ZONING DEPT. DEMOLITION/CONSTRUCTION STAGING AND TRAFFIC MANAGEMENT PLANS PROJECT NAME: Miami Beach Club PROJECT ADDRESS/LOCATION: 19051 Collins Avenue, Sunny Isles Beach, FL 33160 SUBMITTAL DATE: May 12th, 2025 PROJECT APPROVAL BY (CITY): DATE: Note: All Staging and Traffic Management Plan must be approved by Zoning, Building and the City Manager. Modifications may be permitted, if approved by the City Manager or his designee. 1 316 DEMOLITION/ CONSTRUCTION STAGING AND TRAFFIC MANAGEMENT PLANS 2019 I. PROJECT (Briefly describe your project) The proposed development is a residential condominium project consisting of up to [145] residential units within a [772]-foot high tower. The development will consist of up to [524,206] square feet and include amenities utilized by the residents and their invited guests. Provide Contact Information: Please include name, title, company, address, phone number, email, cell phone number. Development Team: Eric Fordin, Authorized Representative MB RE Investments, LLC 2850 Tigertail Ave, Suite 800 - Miami, FL 33133 PH 305.460.9900 dettinger@relatedgroup.com Construction Team: John Moriarty and Associates of Florida, Inc. Jason Roth - Senior PM - Authorized Representative 1942 Tyler Street, Hollywood, FL 33021 PH 561.213.6524 JRoth@jmaf.net 2 317 DEMOLITION/ CONSTRUCTION STAGING AND TRAFFIC MANAGEMENT PLANS 2019 II. Demolition Work/Excavation and Grading/Concrete Placement Work Contractor Information: Please include name, company, address, phone number, email, cell phone number. Demolition Contractor has not been determined as of this application. Project Location: 19051 Collins Avenue, Sunny Isles Beach, FL 33160 Estimated Start Date: February 2026 Estimated Completion Date: May 2026 Hours of Operation: Construction hours mandated by City of Sunny Isles Beach, plus certain extended hours, as requested, and approved by the City. Project Task. Describe project; include equipment to be used. Note: Copy of liability insurance with the City of Sunny Isles Beach as an additional insured. Project is demolition of existing structure and construction of new condo. Insurance Certificates will be provided with City of Sunny Isles Beach listed as an additional insured. Additional Information (as applicable to project) Truck Route: Describe truck routes (attach route map), include number of trucks and staging location. Refer to Attachment "A" - Construction Staging Plan and Traffic Management Plan (Drawing LG-1). Material Storage Location: Describe the location for material storage (if needed). Any removal or relocation of sand, must be approved separately. To Be Determined. Construction Trailer. Will a construction trailer be used? If so, show location? No, an onsite construction trailer will not be required. Traffic Control: Will this operation require occupying any traffic lanes, parking lanes, beachwalks or any other public right -of way? If yes, closures shall be per the regulations described in the Maintenance of Traffic (MOT) from the Florida Department of Transportation (FDOT). Please note that a Lane Closure Permit from the Code Compliance Department must be obtained prior to public right-of-way use. No lane closures are expected during demolition activities. Lane closures are expected for the installation of proposed utilities and required approvals and lane closure permit will be obtained prior to public right-of-way use. 318 DEMOLITION/ CONSTRUCTION STAGING AND TRAFFIC MANAGEMENT PLANS 2019 Parking: Indicate the number of workers and the areas where their vehicles will be parked through the duration of this phase of the project. Any parking displacement must be addressed accordingly and in advance. Parking arrangement will be made with a third -party transportation bus company and the use of Clean uper—egcriegtlaieHmeasures riNat' wIfkbe taken to ensure that the work site and public right-of-way will be maintained (including dust control, swale on driveways to prevent water leaks to the street, gutter buddies, rocks at driveways, etc.) The stabilized construction exit shall be maintained in a condition that will prevent the tracking or flow of mud onto public right-of-way. This may require periodic maintenance as conditions demand, and the repair and/or clean out of any structures used to trap ',sediments. All materials spilled, dropped, washed, or tracked from vehicles onto roadways or into storm drains must be removed immediat ly. Sweep the paved roa as needed. Refer to Co struction Soil Erosion and Sediment Control Plan here as "Alta hment B" (Sheet 100). Fencing: Mnstructjon rencrng must be constructed of durable material and additional silt fencing for additional protection. Gates should be steady and properly secure during non -working hours. Stormwater Pollution Prevention Plan (SWPP): The Plan must include a site evaluation of how and where pollutants may be mobilized by stormwater, must include a site plan for managing stormwater runoff identifying the stormwater exit areas, must identify appropriate erosion and sediment controls and stormwater best practices to reduce erosion, sedimentation, and stormwater pollution. A maintenance and inspection schedule plan must be provided as part of the SWPP. Provide erosion sediment control plans, if applicable. Refer to Construction Soil Erosion and Sediment Control Plan here as "Attachment B" (Sheet C-100). M 319 DEMOLITION/ CONSTRUCTION STAGING AND TRAFFIC MANAGEMENT PLANS 2019 11. On -going construction Contractor Information: Please include name, company, address, phone number, email, cell phone number. John Moriarty and Associates of Florida, Inc. Jason Roth - Senior PM - Authorized Representative 1942 Tyler Street, Hollywood, FL 33021 PH 561.213.6524 JRoth@jmaf.net Project Location:19051 Collins Avenue, Sunny Isles Beach, FL 33160 Estimated Start Date: April 2027 Estimated Completion Date: April 2030 Hours of Operation: Construction hours mandated by City of Sunny Isles Beach, plus certain extended hours, as requested, and approved by the City. Project Task: Describe project, include equipment to be used. Note: Copy of liability insurance with the City of Sunny Isles Beach as an additional insured. Traffic Control: Will this operation require occupying any traffic lanes, parking lanes, beachwalks or any other public right -of way? If yes, closures shall be per the regulations described in the Maintenance of Traffic (MOT) from the Florida Department of Transportation (FDOT). Please note that a Lane Closure Permit from the Code Compliance Department must be obtained prior to public right-of-way use. Parking: Indicate the number of workers and the areas where their vehicles will be parked through the duration of this phase of the project. Any parking displacement must be addressed accordingly and in advance. Clean-up: Describe the measures that will be taken to ensure that the work site and public right-of-way will be maintained (including dust control, swale on driveways to prevent water leaks to the street, gutter buddies, rocks at driveways, etc.) Fencing: Construction fencing must be constructed of durable material, and additional silt fencing for additional protection. Gates should be steady and properly secure during non -working hours. Provide erosion sediment control plans, if applicable. Material Storage Location: Describe the location for material storage (if needed). Any removal or relocation of sand, must be approved separately. 320 DEMOLITION/ CONSTRUCTION STAGING AND TRAFFIC MANAGEMENT PLANS 2019 IV. Public' Sidewalk/Beach Access Closure Contractor Information: Please include name, company, address, phone number, email, cell phone number. Same as previous information for Construction (See Response to Section II on previous pages. Project Location: Same as previous information for Construction (See Response to Section II on previous pages. Estimated Start Date: Estimated Completion Date: Same as previous information for Construction (See Response to Section Hours of Operation: 11 on previous pages. Project Task. Describe how and what will be demolished; include equipment to be used. Note: Copy of liability insurancV with the City of Sunny Isles Beach as an additional insured. Adjacent beach access available for public access: Signage, location, hours of operations, etc. Walkway protection details. Public sidewalk access: Signage, location, hours of operations, etc. Protection detail. Closure of sidewalks. Clean-up and maintenance: Describe the measures that will be taken to ensure that the work site and public right-of-way will be maintained (including dust control) 51 321 DEMOLITION/ CONSTRUCTION STAGING AND TRAFFIC MANAGEMENT PLANS 2019 V. Other Contractor Information: Please include name, company, address, phone number, email, cell phone number. Project Location: Estimated Start Date: Estimated Completion Date: Hours of Operation: Project Task: Describe how and what will be demolished, include equipment to be used. Note: Copy of liability insurance with the City of Sunny Isles Beach as an additional insured. 7 322 DEMOLITION/ CONSTRUCTION STAGING AND TRAFFIC MANAGEMENT PLANS 2019 TRUCK ROUTE(S) Please attach Route Map 323 666C 9ZR SOC 9WEC OPP-U'--V9lW-lA 0-4S 41951 -M-N 9209 1 UILLI 091a1i'Hov3s SMM ANNnS'3Atl SNIl100 L05L U4000? ev Vd 'SlOGll!q3JV - : an-lo HOV38j IN 0 NVVqC29H=J N HOO 'OOSSV V VSONI N3 3 Mll -- - ---------------- - ------- ---- - ------- ---- --- u- W Lu > cn /LU wc 'Lu Uj OR z �4 AlUgdoHd I Z z Lu W; 0 LL, m . LL, Z0 U5 rz P cn 17 cr 0- il z (L cb-1 cr W,U),>." w(L `.� r, Z J m li mWoo uj 2 Luy�e w F w C9 LLI>UU CL .1Z. CC MW> I F-li LU p LL Z z ci 2s, M.,:! Q. y z Lu < cr "4 ,! A , . -F �mi 1, ='e 74f w LNvw7q LL, O'Sitz ON 7COW—R7 LL ;ccv . . . . . . . . . . . . . . . . . . . . . . . m 71-- :K cc z "o -0 LL 6, JAI L#j L4O L#j L4O ate+• IY00�•iOx+aY,orAt11N ;!°ti o'rn"`'"° °,�°•'a' L uJoH<i(�(a��ui� •//IIIIIiII\\\ \II, IMIIIu/�////,/ a,.,,. '„M NVld �0211NOO NOISO2i '8 NOIII�OW3a li '.V SS31SI MNns S3 ill '321f11N3A lSl ANNnS HSCM NO0 G3NVdUd 8f1�0 HO`d38 IWdIW� ? p �03 EE000a00a ♦B� III�IIr�/,y���d� AQ MOO 5msi-n. S_1Ib130 oiv1fllNBA SEISI ANWS HGMJ o o., , = os�d3 �O2i1NO0 NOISO2i3 and a3aVa3aa U.IOH<KI�alUll� < 5� a amp HO`d3a Iwdlw O a 3 H, w a < Al A �5 a= aj aw w - 41 lz @ ! n tj Nj q all, g� �' ag5� „ 3 u � • p r /> p� a a20p E ,/ 3 p S ffis 8 ° Jg €g wl T zo z 041 $ $4 6s Y�k�k 4p8p55s r, ;: i': t12�329h /, •/ N X MORIARTY Miami Beach Club 4/22/25 CONSTRUCTION SCHEDULE DESCRIPTION TIME AT END OF Early Works DSM / TSM / Piles / Excavation / Rock 26 wks 26 wks Waterproofing 4 wks 31 wks Building -Start of Construction ** Mat -Hydro -static slab (P-0) 8 wks 8 wks First Lift-Ext-walls 4 wks 12 wks Perm Walls and (P-1) deck 8 wks 25 wks P-2 4 wks 29 wks Lobby Level (Floor 3) 4 wks 33 wks Amenity Floors 4 and 5 6 wks 39 wks Floors 6 thru 25 20 wks 59 wks Floors 26 to 27 3 wks 62 wks Floors 28 to 60 34. wks 96 wks Floors 61 and 62 PHS 3 wks 99 wks Roof and EMR 4 wks * 103 wks Elevator — Car turnover 20 wks 123 wks Units/ Exterior 52 wks* 155 wks Life Safety 52 wks* 155 wks TCO #1— 100% Amenities and units thru 27 0 wks 155 wks TCO #2 — Units 28 thru 60 4 wks 159 wks TCO #3 — PH's 61 and 62 4 wks 163 wks ** Start of construction Rebar in the hole of the Mat Foundation CITY op y \SLES� �� ,F z_� j� RECEIVED PZ2025-08 5/13/2025 PLANNING & ZONING DEPT. 327 Miami Beach Club Related Group MORIARTY JOHN MORIARTY &ASSOCIATES ESTIMATE SUMMARY - SCHEMATIC 4/22/2025 DRAFT SUMMARY SHEET -BUDGET DESCRIPTION "-CURRENT COST/GSF COST/SSF .ESTIMATE.. " 1,017,128 487,770 DEMOLITION '-$385,000 $0.38 $0.79 DEEP SOIL -$8,783.080 $8.64 $18.01 SITE WORK $982,653 $0.97 $2.01 MOT $1,919510 $1.89 $3.94 DEWATERING $500:280 $0.49 $1.03 UTILITY SERVICES $1,500,400 $1.48 $3.08 HARDSCAPE & PAVING/SITE FEATURES $2,776,830 $2.73 $5.69 LANDSCAPE / IRRIGATION $770,000 $0.76 $1.58 AUGERCAST PILES $6.477,768 $6.37 $13.28 CONCRETE $73,581.176 $72.34 $150.85 MASONRY $3.890,556 $3.83 $7.98 CLADDING $2.513.194 $2.47 $5.15 METALS $3.868,234 $3.80 $7.93 CABINETRY/MILLWORK & ROUGH CARPENTRY $15,056,712 $14.80 $30.87 WATERPROOFING $2,978,376 $2.93 $6.11 ROOFING $542,730 $0.53 $1.11 DOORS / FRAMES / HARDWARE $8.154.301 $8.02 $16.72 WINDOWS & GLASS DOORS $27,864,192 $27.39 $57.13 STUCCO $3,148,699 $3.10 $6.46 DRYWALL $12,641.868 $12.43 $25.92 SPECIAL FINISHES - COMMON AREAS $11,000,000 $10.81 $22.55 COUNTERTOPS - $2,920,000. $2.87 $5.99 TILE AND STONE $13,516,971 $13.29 $27.71 CARPET : $165,779 $0.16 $0.34 PAINTING $3,221,503 $3.17 $6.60 SPECIALTIES $1.788,150 $1.76 $3.67 EQUIPMENT/APPLIANCES '$6,960,750 $6.84 $14.27 WINDOW TREATMENTS tj ":.$0 $0.00 $0.00 MISC EQUIPMENT BIKE RACKS & TRASH CHUTES $124,250 $0.12 $0.25 SWIMMING POOLS AND WATER FEATURES $2.807,200, $2.76 $5.76 CONTROLLED ACCESS - SECURITY $100,000 $0.10 $0.21 ELEVATORS $9,553,040 $9.39 $19.59 AUTO LIFTS $283,600 $0.28 $0.58 FIRE SPRINKLERS $3.214.829 $3.16 $6.59 PLUMBING $15,841736' $15.57 $32.48 PLUMBING FIXTURES $3,205:000, $3.15 $6.57 HVAC $19.338,734 $19.01 $39.65 ELECTRICAL $17,541,176 $17.25 $35.96 LIGHTING FIXTURES/CONTROLS $3,000.000 $2.95 $6.15 LOW VOLTAGE $725,000 $0.71 $1.49 SUBTOTAL DIRECT COSTS $293,643,174 289 602 CONSTRUCTION CONTINGENCY $7,597.111 GENERAL REQUIREMENTS $10,241.54, GENERAL CONDITIONS $20.246,319 �. OCIP TBD OFFSITE/AUTO INSURANCE $2,073.301 ANTICIPATED GL CREDITS FROM SUBS ($2,583,020) WARRANTY RESERVE $1,658,641 SUBGUARD $1,701,754 PP BOND $3,230,975 FEE $13,383.153 BUILDERS RISK BY OWNER DESIGN CONTINGENCY BY OWNER GRAND TOTAL 345 720 C�TT O \5 LES 9 J�«%= RECEIVED Pz2025-08 5/13/2025 PLANNING & ZONING DEPT. Page 1 of 1 328 SUNNY SF x CITY OF SUNNY ISLES BEACH NOTICE OF ZONING HEARING NOTICE IS HEREBY GIVEN that a public hearing will be held by the City Commission of the City of Sunny Isles Beach, Florida, in the David P. Samson Commission Chambers, Sunny Isles Beach Government Center, 18070 Collins Avenue, Sunny Isles Beach, Florida on THURSDAY, OCTOBER 16, 2025 AT 6:30 P.M., to consider the following Zoning application: Public Hearing #: PZ2025-08 Application: Site Plan Approval for Miami Beach Club Applicant: MB RE Investments, LLC Property Location: 19051 Collins Avenue, Sunny Isles Beach, FL 33160 Size of Property: 2.012 acres Zoning District: MU-R (Mixed Use - Resort District) Summary: The Applicant is seeking approval for the proposed development project "Miami Beach Club";located at 19051 Collins Avenue, Sunny Isles Beach, FL 33160. The project consists of a sixty-two (62) story residential condominium tower with 524,212.8 square feet of floor area and 145 residential dwelling units. Request: 1. Pursuant to Section 265-18 and 265-35 of the City of Sunny Isles Beach Land Development Regulations, the Applicant is requesting Site Plan Approval for the development project, "Miami Beach Club," consisting of a sixty-two (62) story residential condominium tower with a total of 524,212.8 square feet of floor area and 145 residential dwelling units. 2. Pursuant to Section 265-23 of the City of Sunny Isles Beach Land Development. Regulations, the Applicant is requesting approval for the purchase and assignment of Transferable Development Rights (TDRs) in the amount of 120,972.2 square feet and 48 dwelling units from the City's public TDR bank account. 3. Pursuant to Section 265-11(M) of the City of Sunny Isles Beach Land Development Regulations, the Applicant is requesting a payment agreement for the requested development bonuses and City's TDRs, not paid -in kind over a period of time and on terms approved by the City Commission. 4. Pursuant to Section 104-4.2 of the City of Sunny Isles Beach Land Development Regulations, the Applicant is requesting to defer the work of art requirement from the Arts in Public Places Program to after the site plan approval but prior to issuance of Temporary Certificate of Occupancy (TCO) or Certificate of Occupancy (CO). 5. Pursuant to Section 265-63.3(G) of the City of Sunny Isles Beach Land Development Regulations, the Applicant is requesting the use of murals and graphic designs on a temporary construction fence. 6. Pursuant to Section 265-11(N) of the City of Sunny Isles Beach Land Development Regulations, the Applicant is requesting an extension of time to obtain a building permit for up to five (5) years form the site plan approval and up to five (5) years from issuance of building permit to complete the development project. The plans reviewed are on file and may be examined in the City Clerk's Office. The plans are entitled "Miami Beach Club," by Cohen, Freedman, Encinosa & Assoc. Architects, PA., stamped received September 10, 2025, consisting of 27 sheets, "North Miami Beach Club," by Enea Landscape Architects, Inc., consisting of 12 sheets, "Miami Beach Club," by Kimley Horn, stamped received July 30, 2025, consisting of nine sheets, and survey by Fortin, Leavy, Skiles, Inc., stamped received May 13, 2025, consisting of one sheet. Plans are subject to revisions based upon comments provided by zoning staff of the City of Sunny Isles Beach. Plans are subject to modification. 329 Legal: The North 200 feet of Tract "E," AMENDED PLAT NORTH BISCAYNE BEACH, according to the plat thereof as recorded in Plat Book 44 at Page 42 of the Public Records of Miami -Dade County, Florida. And that portion of upland lying East of said North 200 feet of Tract "B" described as follows: Bounded on the North by the Easterly extension of the North line of said Tract "B," Bounded on the South by the South line of the North 200 feet of said Tract "E," Bounded on the West -by the East line of said Tract "E" and Bounded on the East by the Erosion Control Line of the Atlantic Ocean per Plat recorded in Plat Book 134 at Page 47 of the Public Records of Miami -Dade County, Florida. All persons are invited to appear at this meeting or be represented by an agent, or to express their views in writing addressed to the City Clerk, City of Sunny Isles Beach, 18070 Collins Avenue, Sunny Isles Beach, Florida 33160 or by sending an email to PublicComments@sibfl.net. All written comments and questions will be made part of the record at the meeting. All written comments and questions must be received prior to the commencement of the meeting. Maps and other data pertaining to these applications are available for public inspection during normal business hours in City Hall. The hearing on these matters may be continued at this meeting and under such circumstances, additional legal notice would not be provided. If a person decides to appeal any decision made by the City Commission with respect to any matter considered at such meeting, they will need a record of the proceedings and, for such purpose, it is the responsibility of such person to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. This notice does not constitute consent by the City for the introduction or admission of otherwise inadmissible or irrelevant evidence, nor does it authorize challenges or appeals not otherwise allowed by law. In accordance with the Americans with Disabilities Act, all persons who are disabled and who need special accommodation's to participate in this meeting because of that disability should contact the City Clerk at 305-792-1703, TTY 305-792-1589 no later than 48 hours prior to the proceedings. 330 Fti3 City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, Florida 33160 (305) 947-0606 City Hall (305) 949-3113 Fax MEMORANDUM TO: Honorable Mayor and City Commissioners VIA: Stan Morris, City Manager FROM: Amy Canales, Planning and Zoning Director DATE: February 19, 2026 RE: Miami Beach Club - Request for Site Plan Approval and Transfer of Development Rights for property Located at 19051 Collins Avenue (PZ2025- 08) RECOMMENDATION: Staff has compiled the relevant facts, presented in the attached staff report, and recommends the application be presented to City Commission for consideration. REASONS: The Applicant, MB RE Investments, LLC, has submitted applications for Site Plan Approval and Transfer of Development Rights (TDRs) for the proposed project "Miami Beach Club" located at 19051 Collins Avenue. The following requests are included in the application package: 1. Pursuant to Section 265-18 and 265-35 of the City of Sunny Isles Beach Land Development Regulations, the Applicant is requesting Site Plan Approval for the development project, "Miami Beach Club," consisting of a sixty-two (62) story residential condominium tower with a total of 524,212.8 square feet of floor area, including a 2,390 sq. ft. private restaurant, and 145 residential dwelling units. 2. Pursuant to Section 265-23 of the City of Sunny Isles Beach Land Development Regulations, the Applicant is requesting approval for the purchase and assignment of TDRs in the amount of 120,972.18 square feet and 48 dwelling units from the City's public TD R bank account. 3. Pursuant to Section 265-11(M) and Section 265-23.G.(1)(d) of the City of Sunny Isles Beach Land Development Regulations, the Applicant is requesting a payment agreement in the form of a Promissory Note for the requested development bonuses and TDRs, not paid -in kind, over a period of time and on terms approved bythe City Commission. Item Number: 5.A 4W 9 4. Pursuant to Section 104-4.2 of the City of Sunny Isles Beach Land Development Regulations, the Applicant is requesting to defer the work of art requirement from the Arts in Public Places Program to after the site plan approval but prior to issuance of a Temporary Certificate of Occupancy (TCO). 5. Pursuant to Section 265-63.3(G) of the City of Sunny Isles Beach Land Development Regulations, the Applicant is requesting the use of murals and graphic designs on a temporary construction fence. 6. Pursuant to Section 265-11.N. of the City of Sunny Isles Beach Land Development Regulations, the Applicant is requesting an extension of time to obtain a below grade or master building permit from 24-months to up to five (5) years from the site plan approval and from 24-months to up to five (5) years from issuance of below grade or master building permit to complete the development project. 7. Pursuant to Section 265-46.A(3) of the City of Sunny Isles Beach Land Development Regulations, the Applicant is requesting a shared parking agreement between the residential condominiums and private restaurant uses to provide sufficient project parking to meet the minimum parking requirements of the City's Land Development Regulations. ADDITIONAL INFORMATION: There have been no changes to the application since the first public hearing held on January 15, 2026. A scrivener's error was corrected with regards to the amount of TDR square footage requested for purchase; the total square footage is 120,972.18 sq. ft., but was rounded up to 120,972.2 sq. ft. in some documents. All references to the TDR purchase have been updated to the more accurate 120,972.18 sq. ft. ATTACHMENTS: Staff Report Applicant Letter of Intent and Zoning Application Survey Architectural Plans Landscape Plans Civil Plans Maneuverability Exhibits Traffic Impact Analysis Shared Parking Analysis Demolition Construction Staging and Traffic Management Plans Preliminary Costs and Construction Schedule Public Notice Resolution Item Number: S.A 10