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HomeMy WebLinkAboutApplication and Supporting DocumentsCity of Miami Planning Department Pre -Application Meeting Summary Pre -Application Meeting ePlan ID.: PREAPP-21-0137 Thursday, December 16, 2021 General Information Project Manager Name: Megan Echols Title: Planner II Email: mechols@miamigov.com Telephone No: 305-416-1485 This submittal needs to be scheduled fora pubic hearing In accordance whh timelines set forth in the City of Miami Code. The applicable decision -making body NOR resiew the information at the public hearing to render a recommended on or a final declb on. Meeting Participants Meeting Attendees: PZ-21-11667 12/29/22 Name Email Telephone number 1. Cecilia Torres -Toledo Cecilia.torres- toledo@akerman.com - 2. Ian Bacheikov lan.bacheikov@akerman.com - 3. Marissa Amuial Marissa.amuial@akerman.com - 4. Meilyn Yanes Vega - - 5. Sue Trone strone@miamigov.com 305-416-1445 6. Matthew Kalap mkalap@miamigov.com 305-416-1405 7. Rafael Rodriguez rafaelrodriguez@miamigov.com 305-416-1438 8. Joe Goldberg - - 9. Megan Echols mechols@miamigov.com 305-416-1485 Property Information: Applicant /Property Owner: WYNWOOD DC PROPCO LLC Contact Info: Cecelia.torres- toledo@akerman.com Owner Representative: Ian Bacheikov Contact Info: ian.bacheikov@akerman.com Commission District: D-5 (Commissioner Jeffrey Watson) Neighborhood Service Center (f/k/a NET District): Wynwood/Edgewater Svc Area Properties involved: 1. 2217 NW Miami CT Rev. 5/19/2021 2. 2233 NW Miami CT 3. 2235 NW Miami CT 1 City of Miami Planning Department Pre -Application Meeting Summary Information to Review for All Applications Do any of the properties involved fall within the following areas? (Select Yes/No) 1. A DRI area: No 3.An Historic designated area: No 5. A High Hazard Area: No 7. A CRA: No 9. Miami River: No 11. Little River: No 13. Regional Activity Center: Buena Vista Yards or Health District Regional Activity Center (DHRAC): No This submittal needs to be' scheduled fora pubic hearing In acoordanre whh bmellnee set forth in the City of Miami Code. The appll®de decision -malting body NOR rodew the information at the pubic hearing to render a recommended on or a final decM on. 2. Urban Central Business District : No 4. Residential Density Increase Areas: No 6. Edgewater Intensity Increase Area: No 8. Health/Civic Center District: No 10. Wellfield Protection Area: No 12. An Arch. or Environmental Protected Area: No PZ-21-11667 12/29/22 If the answer to any of the above is yes, consider if there are any special considerations relative to the above. Submitting applications/pre-applications into ePlan. - Be mindful of the City's online checklists. These provide guidance as to specific requirements, especially important administrative requirements for successful applications. Important updates are made from time to time. Be sure to use the checklists that are accessed online and avoid saving checklists locally so that you avoid relying on outdated information. - Become familiar with the naming conventions that are referred to on the checklists. Failure to comply with these naming conventions will significantly delay your application. Use the Pre -Application meeting time to ensure there is clarity on naming conventions. - Access information on checklists here: https://www.miamigov.com/Services/Buildinq- Permittinq/Permitting-Forms-Documents About the Request Application Tvpe(sl (List AII): Il Exception ❑Waiver ❑Warrant ❑Warrant Modification ❑Variance ❑Special Dist. Permit ❑Rezone ❑Special Area Plan ❑Future Land Use Map Change ❑Minor Modification ❑Temporary Use on Vac. Land ❑Interim Parking ❑MUSP Modification ❑Class II Modification ❑Special Appearance ❑ Other, explain provide brief explanation I. Special Permit Request Detail Is project expected to involve 200,000 square feet of floor area or more? No If the answer to the above is yes, this project requires a referral to the Coordinated Review Committee. Rev. 5/12/2021 2 4 PU$L/ G 0 4- a. City of Miami Planning Department Pre -Application Meeting Summary NOTICE This submittal needs to be' scheduled fora pubic hearing In accordance whh bmellnee set forth in the City of Miami Code. The appll®de decision -malting body NOR rodew the information at the pubic hearing to render a recommended on or a final decM on. What are the zoning Transects for the subject project and the approximate area for each Transect? PZ-21-11667 12/29/22 !EW COV Transect Approximate Area Proposal (Use, Design, Other)* T6-8-O/ NRD-1 31,528 sq ft (0.724 acres) Hotel, entertainment venue Is there a site plan to review? Yes Site Plan Feedback The following feedback includes consideration from Planning staff and, as applicable, staff from Zoning, Resilience and Public Works, and other departments. Comments below provide references to relevant sections of the Miami 21 Code and the City Code, as applicable. See comments below Covenant / Unity of Title Will a covenant or Unity of Title be proffered? No Covenant already submitted for land ownership unity. The earlier an applicant involves City staff in the covenant or Unity of Title, the more efficient the review of the document will be. Covenants and Unities of Title require separate applications in ePlan, now. Be sure you and the applicant know how to proceed during the Pre -Application process, if applicable. Comments from Other Disciplines If staff from other City Departments have reviewed materials provided by the applicant for this Pre -Application Meeting, the Project Manager shall present all comments here, as applicable. NOTE: All comments are merely provided for consideration for an eventual application submittal and they do not construe any approval nor do they imply future approval. Department Status Notes, if applicable (Paste from Project Dox) Environmental Resources N/A N/A Planning Department See Notes 1. Provide hours of operation. ASE that remain open until 3 am or earlier will require review and approval from PZAB, and ASE that remain open until 5 am will require review and approval from both PZAB and City Commission. 2. Will require review from Wynwood Design Review Committee. 3. Zoning Analysis table says rear/east setback is 0' ft, but the plans show 12' 11 "+. 4. Letter of Intent should be addressed to the Planning director as this entitlement is a Planning entitlement 5. Please include the PZ and BD numbers of all associated entitlements (warrants/waivers/variances) and master building permits in the Letter of Intent (L01) Zoning Department See Notes 1. Please include in the letter of intent Article 6, Table 13 supplemental regulations where it states Establishments occupying more than 5,000 sq. ft. of Floor Area shall require an Exception with approval by the City Commission. Rev. 5/12/2021 3 -10 4 0 PUBL./ G 0 4- Q City of Miami Planning Department Pre -Application Meeting Summary NOTICE This submittal needs to be' scheduled fora pubic hearing In acoordanre whh bmellnee set forth in the City of Miami Code. The appll®de decision -malting body NOR rodew the information at the pubic hearing to render a recommended on or a final decM on. 'cA PZ-21-11667 12/29/22 2. The entrance is recessed from the street, please provide west e e TT and rendering to see the pedestrian realm accessing the venue from the sidewalk near the street. 3. Address the following items in a separate narrative other than your letter of intent: a) Operational Plan addressing hours of operation, number of employees, menu items, business goals and other operational characteristics. b) Parking Plan? c) Crowd Control Plan for est. over 300 patrons. If not applicable, just state N/A. d) Security Plan. e) Traffic Circulation Analysis for est. over 300 persons. IF not applicable, simply state N/A. f) Sanitation Plan or Agreement with waste pickup. g) Plan depicting closes residential use. Noise Attenuation Plan for est. within 200 ft. of a residential use. 4. Hours of operation shall be as followed: Monday — Saturday 11:00am — 3:00am and Sunday 12:00pm noon — 3:00am. Please note extension of hours to 5:00am is allowed via Exception, in the even you'd like to include it to this Exception application. Historic Preservation N/A N/A Resilience and Public Works N/A N/A Building Department N/A N/A Rev. 5/12/2021 4 �4 coo' -10 4 PURL/ City of Miami Planning Department Pre -Application Meeting Summary Additional Discussion and Special Recommendations —ALL TYPES G 0 4- a. REQUES NOTICE This submittal needs to be scheduled fora puboc hearing In accordance whh timelines set forth in the City of Miami Code. The appLIca decision -making body NOR redew the information at the pubec hearing to render a recommended on or a final decld on. PZ-21-11667 olk�� 12/29/22 Q�sN Oh -VIEW C0� Additional Discussion Planner should detail any additional information discussed during the meeting here. Be sure to include any questions raised by the prospective applicant and any requests for additional information that may need to be provided after the conclusion of the meeting. Additional discussion was had regarding applying for the additional Exception to extend hours to 5 am. Special Recommendations Planner should detail any special recommendations that were made during this meeting. Recommendations may include the provision of additional information from the prospective applicant, the application of additional permits, changes (i.e., in the event a prospective applicant has assumed a specific permit is needed to accomplish a desired outcome, if a different approach may accomplish the outcome, that information should be detailed here). Recommendations for correspondence from other agencies or neighborhood associations should be detailed here. N/A Planner Certification of Pre -Application Meeting The signed copy of this form certifies that you, Ian Bacheikov, have attended a Pre -Application meeting to discuss your interest in Exception for an Alcohol Service Establishment Use. If you are eligible for the permit you seek, you may qualify for a $250 credit toward the application fee if you submit your application within 90 days from your Pre -Application Meeting. Failure to submit that application within this time period will result in the forfeiture of any credit due to you from this meeting toward your application fees. Please note, neither your attendance to this meeting nor the comments here construe the City of Miami's approval of your request. Be sure to include this document with your application submittal to ePlan as your Pre -Application Form. If you have additional questions, please contact me at the email address listed on the front page of this document. The City of Miami looks forward to working with you on this application and we are happy to assist you in any way we can. Sincerely, Digitally signed Echols, by Echols, Megan Megan Date: 2021.12.17 11:56:16 -05'00' Megan Echols Planner II Rev. 5/12/2021 5 Pu84ie City of Miami Planning Deparhncnt & Office of Zoning httpl/www.miatrigov.com'plannin httpl/www miatmgov.com'zonnrn Irani eplanpzddmmiamigov.com Planning (305) 416-1400 Zoning (305) 416-1495 Exception Application NOTICE This submittal neebs to be ecn Lined fora pubuc nefeIng in IfCLefdanne with timelines set forth In the City of Mlaml Cade. The appinatle fleanon-making body. revIewthe Infonnann at the pubuc nearing to render a recommended on or a final aecWon. PZ-21-11667 12/29/22 RFVI EW CO' SUBMITTER INFORMATION First Name: Email: Ian Last Name: ianbacheilooy@akemun.com Bachetkov PRIMARY APPLICANT INFORMATION Fist Name: Ian Corporation: 0 Address: City: Email: Three Bnickell City Centre Miami ian bachetkov@akemrn. com Last Name: Bachelkov State: Phone: Florida Tip: (305) 982-5669 33131 PRIMARY OWNER INFORMATION Fist Name: W�YNWOOD DC PROPCO Last Name: Corporation: 0 Address: 407 Lincoln Road City: Email: Miami Beach cectlia.tonres- toledo@akerrmncom Project Name: Project Address: City: Master Folio Number: 0 State: Florida Tip: Phone: (305) 982-5600 33139 PROJECT INFORMATION Fntertainnl[-':nt Venue at Arlo Wynwood Hotel 2217 NW MIAMI CT Miami 0131250480110 State: Florida Unit Number: Tip: 0 33127 SIGNATURE Cd 0 That under the penalty of perjury, I declare that all the information contained in this pemiif application is accurate to the best of my kno • That NO work or installation will commence prior to the issuance of a building pemit and that all work will be perfomrd to regulating construction and zoning in this jurisdiction. • I will, in all respects, perform work in accordance with the scope ofthe permit, the City of Miami' s codes and all other applicabl ordinances. • That all information given will be accurate and that all work will be done in compliance with all applicable laws regulating constructio • That separate permits tray be required unless specifically covered with the submittal of this application. • That there maybe additional permits required from other entities. • Fees shall be paid prior to the review and issuance ofthe permit, as necessary. • Permit fees are non-refundable scheduled for a puh�c hearingtlsision-makingb body This submittal needs to he In accertlance with timelines set forth In the City Miami Code. The applicable redewthe lntonnadon at the rccommendatlono PZ-21- 11667 ... N NOTICE Pt18L,�, 11 will public hearing to render a re Thal decision. �<te _ Q FVI EW CO' of 12/29/22 APPLICANT OWNER / OWNER REPRESENTATIVE Fh t Name: Signature: Date: Ian Last Name: Bacheikov 11/24/2021 First Name: Ian Last Name: Bacheikov Signature: Date: 11/24/2021 akerman June 3, 2022 VIA EPLAN Lakisha Hull, Planning Director City of Miami 444 SW 2nd Ave Miami, FL 33130 This submittal needs to be scheduled for a pubic hearing In accordance with timelines set forth in the City of Miami Code. The applies de decision-mahing body will rosiew the Information at the public hearing to render a recommendation or a final decla on. Three 98 Southeas Miami, F PZ-21-11667 12/29/22 D: 305 982 5669 T: 305 374 5600 F: 305 374 5095 DirF: 305 349 4609 ian.bacheikov@akerman.com Re: Alcohol Service Establishment at Arlo Wynwood Hotel — 2217-2235 NW Miami Ct. Letter of Intent for Exception Application to Permit an Alcohol Beverage Service Establishment in excess of 5,000 sq/ft and Extended Operating Hours to 5:00am PZ-21-11667 Dear Ms. Hull, Akerman LLP represents WYNWOOD DC PROPCO LLC (the "Applicant"), the owners of the properties located at 2217 NW Miami Court (folio: 01-3125-048-0110), 2233 NW Miami Court (folio: 01-3125-048-0080), and 2235 NW Miami Court (folio: 01-3125-048-0070); the location of the approved and under construction Arlo Wynwood Hotel.' Please allow this to serve as the required letter of intent in connection with an Exception application to permit an Alcohol Service Establishment ("ASE") in excess of 5,000 sq/ft located in the ground level of the Property, and to permit the ASE to open until 5:00 am, as required by Article 4, Table 3 of Miami 21, Article 6, Table 13, and Appendix J, NRD-1 regulations, Section 4, Table 1 of Miami 21 ("Miami 21") and Sections 4-3, 4-5 and 4-7 of the Code of the City of Miami ("the Code"). Arlo Wynwood Hotel. The Arlo Wynwood Hotel is a nine (9) story mixed -use project fronting on NW Miami Court and NW 22 Street, consisting of 217 hotel guestrooms and ground level commercial spaces for retail, restaurants and entertainment. The Arlo Wynwood Hotel was approved pursuant to PZ-19-27422 and is located in the T6-8-O transect and within the Wynwood 1 These parcel are unified via Unity of Title recorded in Miami -Dade County Official Records Book 31771 Pages 3174- 3180. See PZD-17, Recorded Unity of Title. The Applicant has submitted a land grouping request to the Miami -Dade County Office of the Property Appraiser which will keep the 2217 NW Miami Court (folio: 01-3125-048-0110) for the new unified parcel. Applicant expects the land grouping request to be completed by February 2022. 2 PZ-19-2742 approved the following: (1) Warrant pursuant to Article 6, Section 6.3.2.(1) to allow Outdoor Dining at the ground level, third level, courtyard and rooftop terrace, (2) a Waiver pursuant to Appendix J, NRD-1, Section 4, Table 2, to allow up to a 30% reduction in the required number of parking spaces where the property is located akerman.com 60512898;1 63832991;1 4 PURL, Ms. Lakisha Hull PZ-21-11677 Page 2 G 0 4- a. NOTICE This submittal needs to be scheduled fora puboc hearing In accordance whh bmellnee set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubdc hearing to render a recommended on or a final decla on. Neighborhood Revitalization District ("NRD-1"). See PZD-8, Warrant and Waiver Fina 1,1 V REVIEW CO ' PZ-19-2742. The City issued a building permit for the construction under building permit num PZ-21-11667 12/29/22 • BD19-017107-001. See PZD-13, Building Permit BD19-017107-001. The Arlo Hotel brand, which holds various hotels in New York City and the Nautilus by Arlo on Miami Beach, centers on offering imaginative platforms for guest to have local experiences and on providing a sense of belonging. The Arlo Hotel provides a high -quality lodging product that attracts sophisticated travelers. As part of the concept for this location, the Applicant wishes to provide a unique ASE within the entertainment venue located on the ground level. Exception Request. The Arlo Wynwood Hotel is located in the T6-8-O transect and within the NRD-1 and Wynwood Cafe Specialty District. Accordingly, pursuant to Article 4, Table 3 of Miami 21, Article 6, Table 13, and AppendixJ, NRD-1, Section 4, Table 1 of Miami 21 and Sections 4-5 and 4-7 of the Code ASEs in excess of 5,000 sq/ft are allowable by Exception with approval by the City Commission. Further, pursuant to Sections 4-3(a) and 4-7(c) of the Code, hours of operation may be extended from 3:00am to 5:00am, also by Exception with approval by the City Commission. As a preliminary matter, it is important to note that the Applicant is the property owner and will not operate the herein requested ASE. The ASE will be operated either through a management agreement, with the operator utilizing Applicant's series 4COP-S alcoholic beverage license that will be obtained for the operation of the Hotel, or through a lease agreement, wherein the operator would secure a separate series 4COP-Quota alcoholic beverage license for the operation of the ASE. To allow for the possibility of either option, the Applicant requested an Alcohol Reservation Letter to place either type of alcoholic beverage license at the premises, which was approved and issued under process number PZ-21-11442. See PZD-11, ARL PZ-21- 114423. The ultimate operator of the ASE will abide by the minimum standards proffered by the Applicant in the enclosed operational plan. See PZD-7, Operations Plan. The Applicant is taking time to carefully select an operator to ensure that the ASE venue is run by a first-rate team with a proven track record of successfully operating similar venues in the greater Miami area. It is important to the Applicant that the future operator have a mission statement and values that are congruent with the Applicant's well -respected and carefully curated Arlo hotel brand. The goal is to create an elevated luxury entertainment experience that within % mile of a transit corridor, (3) a Waiver pursuant to Appendix J, NRD-1, Section 5.2(d) and Article 5, Section 5.6.4(d) to permit the parking to encroach into the Second Layer, above the first story, along the Primary Frontage, (4) A Waiver pursuant to Article 7, Section 7.1.2.5.(a)(29) to permit up to a 10% reduction in the drive aisle width from 23 feet to 22 feet, and (5) a Waiver pursuant to Article 5, Section 5.6.2(f) to allow vehicular entry on a Principal Frontage. Other approvals relating to this Arlo Wynwood Hotel include WRDC Resolution approving the Arlo Wynwood Hotel (PZD-14), WRDC Resolution approving Signage at the Arlo Wynwood Hotel, (PZD-15) and Warrant Letter approving Signage at Arlo Wynwood Hotel (PZD-16). 3 An ARL Extension request is under review with the City under PZ-22-14433. 60512898;1 63832991;1 4 PURL/ Ms. Lakisha Hull PZ-21-11677 Page 3 G 0 4- a. NOTICE This submittal needs to be scheduled fora puboc hearing In acoordxnce whh bmellnee set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubdc hearing to render a recommended on or a final decla on. will round out the nightlife offerings in the Wynwood neighborhood. The Applicant is 1,1 V ' VIEW CO ' the venue will be an exceptional gathering place for locals and visitors to safely enjoy a night o PZ-21-11667 12/29/22 1 The proposed ASE will span approximately 6,202 square feet and will have a separate entrance located on the northeast corner of the hotel building with all queuing occurring within the east side of the hotel building on private property. As detailed in our operations plan, the 16 parking spaces required for the ASE are provided for at the Property and are sufficient to meet actual parking needs given that due to the nature of the use an overwhelming majority of patrons will opt for ride sharing services instead of parking at the Property and because the Applicant will provide transit stipends to employees so they use widely available transit for their commute. See PZD-7. The proposed hours of operation are Monday through Sunday 5:00pm to 5:00am. The Applicant believes that the requested extended hours of operation are warranted because this is the first ASE in Wynwood that is located within a hotel. It is the Applicant's best interest to ensure that sound impacts from the proposed ASE do not disturb patrons of the hotel who will be paying to sleep there. If the noise is controlled in such a manner that it does not disturb the hotel patrons within the Property, it will not disturb adjacent property owners. The Applicant is knows of at least one other venue within the Wynwood Cafe specialty district which enjoys extended hours of operation until 5:00am and is not aware of any issues stemming from the additional two hours of operation. Conclusion. We believe the proposed ASE will be a welcomed addition to the Wynwood neighborhood and a perfect complement to the already approved Arlo Wynwood Hotel. Enclosed is a complete Exception package for your review. We look forward to your expeditious review and moving forward with the Exception application process._In the meantime, should you have any questions please do not hesitate to contact me. Thank you for your attention to this matter. Sincerely, Ian G. Bacheikov cc: Cecilia Torres -Toledo, Akerman LLP 60512898;1 63832991;1 P U Ms. Lakisha Hull PZ-21-11677 Page 4 STATE OF FLORIDA ) SS: COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this 3 day Bacheikov, Esq., as Attorney for WYNWOOD DC PROPCO means of [X] physical presence or [ ] online notarization, and is [ me [ ] or who has produced a »"^ urauavizia.2 CanrrlWon a GG 34802 • �►• : Esplrso Nuts(;z 1023 y cs nP iwr� r7r 1.41pn Pr07 Yrws 4 0 4- a. NOTICE This submittal needs to be' scheduled fora pubic hearing In acoordanre whh bmellnee set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubic hearing to render a recommendation or a final decM on. PZ-21-11667 12/29/22 sN of June, 2022, by Ian G. LLC, who appeared by X ] personally known to as identification. NOTARY PJBLIC Print Name: My commission expires: 60512898;1 63832991;1 4 PURL/ G 0 4- Q. PRE -APPLICATION FOR EXCEPTION FOR ALCOHOL BEVERAGE SERVICE ESTABLISHMENT AT 2217 NW MI WYNWOOD DC PROPCO, LLC PZ-21-11667 INDEX OF DRAWINGS NOTICE This submittal needs to be' scheduled fora pubic hearing In accordance whh bmellnee set forth in the City of Miami Code. The applicable decision -malting body will reafewthe internahon at the pubic hearing to render a ee mendatlon or a final decison. PZ-21-11667 12/29/22 110.. r �+ EW COV Name Document Description A-0 Index of Drawings A-O 1 Cover A-02 Context Photographs A-03 Zoning Data A-04 Site Plan A-05 Ground Level Floor Plan A-06 Mezzanine Level Floor Plan A-07 Level 2 Parking Floor Plan A-08 Elevations A-09 Rendering of Access at North-East Comer of Property A-10 Rendering of Access from East Side V-1 Survey 61645105;1 4 PURL/ G 0 4- Q. PRE -APPLICATION FOR EXCEPTION FOR ALCOHOL BEVERAGE SERVICE ESTABLISHMENT AT 2217 NW MI WYNWOOD DC PROPCO, LLC PZ-21-11667 INDEX OF DOCUMENTS NOTICE This submittal needs to be'scheduled fora pubic hearing In acoordance whh timelines set forth in the City of Miami Code. The applies Lie decision -ma long body will review the information at the public hearing to render a recommendation or a final decison. PZ-21-11667 12/29/22 110.. r �+ EW COV Name Document Description PAP-1 Exception Application PZD-0 Index of Documents PZD-1 Letter of Intent PZD-2 N/A PZD-3 List of Folios and Addresses PZD-4 Pre -Application Summary PREAPP-21-0137 PZD-5 N/A PZD-6 N/A PZD-7 Operations Plan PZD-8 Warrant and Waiver Final Decision PZ-19-2742 PZD-9 Permanent Off -Street Parking Certificate of Waiver November 8, 2021 PZD-10 Traffic Study and Traffic Circulation Analysis PZD-11 Alcohol Reservation Letter PZ-21-11442 PZD-12 Liquor Survey PZD-13 Building Permit BD19-017107-001 PZD-14 WDRC Resolution approving Arlo Wynwood Hotel PZD-15 WDRC Resolution approving Signage at Arlo Wynwood Hotel PZD-16 Warrant approving Signage at Arlo Wynwood Hotel PZD-17 Recorded Unity of Title PZD-18 MPA Credit Letter PZD-19 Written Consent and Power of Attorney PZD-20 Valet Parking Operations Plan PZD-21 Transportation Sufficiency Letter PZD-30 Disclosure No Monies Due PHO-1 Photos HEARING BOARD DOCUMENTS HB-1 N/A HB-2 Acknowledgement by Applicant HB-3 N/A HB-4 Affidavit of Authority to Act HB-5 Disclosure of Agreement in Support or Withhold HB-6 Disclosure of Ownership HB-7 N/A HB-8 Certificate of Good Standing HB-9 Written Consent and Power of Attorney 60578897;2 HB-10 - HB- 12 N/A This submittal needs to be scheduled for a pubic hearing In accordance whh tmelines set forth in the City of Miami Code. The applica We decision -malting body will resiew the information at the pubic hearing to render a recommended on or a final decla on. PZ-21-11667 12/29/22 60578897;2 4 PU$L/ G 0 4- Q Arlo Wynwood Hotel 12217-2235 NW Miami Court Addresses and Folios: NOTICE This submittal needs to be' scheduled fora pubic hearing In acoordanre whh bmellnee set forth in the City of Miami Code. The appll®de decision -malting body NOR rodew the information at the pubic hearing to render a recommendation or a final decM on. PZ-21-11667 12/29/22 Address Folio 2217 NW Miami Court 01-3125-048-0110 2233 NW Miami Court 01 3125 048 0080 7 2235 NW Miami Court 01-3125-048-0070 co 48672564;1 City of Miami Planning Department ANALYSIS FOR WARRANT Staff Analysis Report No. PZ-19-2742 Location 2217, 2233, 2235 NW Miami CT Folio Number 0131250480110, 0131250480080, 0131250480070 Miami 21 Transect T6-8-O Urban Core Transect Zone — Open / NRD-1 MCNP Designation General Commercial Commission District District 5 — Commissioner Keon Hardemon NET District Wynwood/Edgewater Planner Elia Sorice (email: esorice@miamigov.com) Applicant WYNWOOD DC PROPCO LLC Project Representative Neisen O. Kasdin, esq ills su bmlttal needs to be scheduled fora public nearing In accord ante wM tlmellnes set forth In the Clty of Miami Code. The mph.. decision -making body BALL roles,.I ntormadon al the public bearing to render a recommend. on or a Ara I decision. PZ-21-11667 12/29/22 A. REQUEST WYNWOOD DC PROPCO LLC (the "Applicant") is requesting a Warrant pursuant to Article 6, Section 6.3.2(1) and Article 7, Section 7.1.3.4, and associated Waivers pursuant to Appendix J and Article 7, Section 7.1.2.5 of the Miami 21 Code, ordinance No.13114, as amended, to allow for the construction of a nine -story hotel with ground floor commercial located at approximately 2217, 2233, and 2235 NW Miami CT, Miami, Florida (the "Property"). Warrant pursuant to Article 6, Section 6.3.2(1) to allow Outdoor Dining at the ground level, third level courtyard, and rooftop terrace. 2. Waiver pursuant to Appendix J, NRD-1, Section 4, Table 2 to allow up to 30% reduction in the required number of parking spaces where the property is located within a 1/4 mile of a transit corridor. 3. Waiver pursuant to Appendix J, NRD-1, Section 5.2(d) and Article 5, Section 5.6.4(d) to permit parking to encroach into the Second Layer, above the first story, along the Primary Frontage. 4. Waiver pursuant to Article 7, Section 7.1.2.5(a)(29) to permit up to a 10% reduction in drive aisle width from 23 feet to 22 feet. 5. Waiver pursuant to Article 5, Section 5.6.2(f) to allow a vehicular entry on a Principal Frontage. B. RECOMMENDATION Pursuant to Miami 21 Code, Article 7, Section 7.1.1.2 of Ordinance 13114 ("Miami 21"), as amended, the Planning Department recommends Approval with Conditions of the requested Warrant and Waiver based upon the facts and findings in this staff report. C. BACKGROUND The subject Property is located at the northeast corner of the intersection of NW Miami CT and NW 22 ST. The Property is zoned "T6-8-O" Urban Core and is located in the Wynwood Neighborhood Revitalization District ("NRD") and the Wynwood/Edgewater NET area. The Property is comprised of three parcels totaling approximately 31,528 square feet (0.72 gross acres), and developed with a vacant one-story warehouse building and surface parking. An existing FPL power pole is located at the southwest corner of the site which requires a 20-foot setback along NW 22 ST. Page 1 of 5 The Applicant seeks to redevelop the Property with a nine -story hotel (Arlo Wynwood H commercial uses. The 141,758 square foot, mixed -use development is designed for217 square feet for general commercial and restaurant space. As described above, the Property is a corner lot fronting onto NW Miami CT and NW 22 been identified as Principal Frontages. Primary pedestrian access to the hotel is facilitat CT with vehicular entries off both frontages for parking and loading functions. The project p 106 parking spaces, 73 within the second -floor parking garage, 10 on -street spaces, and 23 thro in -lieu into the Wynwood Parking Trust Fund. The Applicant's request also includes three Outdoor Dining Areas located on the ground level, third level courtyard, and rooftop terrace. The following seating and table counts correspond to the layouts depicted in the Arlo Wynwood Hotel plan set: Ground: 1,333 sf 52 seats (5 ADA) 17 tables Courtyard (3rd): 4,760 sf 133 seats (10 ADA) 36 tables (9 bar -height) Rooftop: 5,971 sf 96 (7 ADA) 16 tables (12 bar -height) On July 11, 2019, the project was presented to the Wynwood Design Review Committee who recommended the project for approval. D. ANALYSIS Warrant Criteria This su bmtld needs to be srnedu led fora public hearing in KC. an. wM gmegnes set forth In the City ot Miami Code. The mph.. decision -melting body.. rodew .I ntormabon at the public hearing to render a recommeneM o n or a gnat decision. PZ-21-11667 12/29/22 Request 1. Warrant pursuant to Article 6, Section 6.3.2(1) to allow Outdoor Dining at the ground level, third level, and rooftop terrace. Analysis: The Applicant proposes three separate Outdoor Dining Areas totaling 281 seats within 12,063 square feet: on the ground level along NW 22 ST, the third level courtyard, and on the rooftop terrace. The only Outdoor Dining Area that is visible from the public right-of-way is located at ground level within the NW 22 ST setback. The layout is comprised of 57 seats and 17 tables within approximately 1,333 square feet, and is associated with a future, ground floor tenant. It is found that the proposed Outdoor Dining Area is contained within the boundaries of the Property and will not disrupt the safe flow of pedestrians on the public right-of- way. Furthermore, all three Outdoor Dining Areas have been designed to the meet the design review criteria of Article 4, Table 12. Findings: Complies Waiver Criteria Request 2. Waiver pursuant to Appendix J, NRD-1, Section 4, Table 2 to allow up to 30% reduction in the required number of parking spaces where the property is located within a 1/4 mile of transit corridor. Analysis: The Property is located within a 1/4 mile of the NW 2 AV Transit Corridor and is adequately serviced by Metrobus route 2 and the City of Miami Trolley. The Planning Department finds that the reduction in parking will not unduly burden traffic and parking facilities in the neighborhood, and meets the intent of the Wynwood NRD parking requirements which seek to "consolidate Parking, encourage walking, and reduce the burden on property owners of mandated Parking requirements on -site." The Applicant is providing a total of 106 parking spaces for the development, 73 within the building, 10 on -street, and 23 through payment -in -lieu into the Wynwood Parking Trust Fund. Findings: Complies Request 3. Waiver pursuant to Appendix J, NRD-1, Section 5.2(d) and Article 5, Section 5.6.4(d) to permit parking to encroach into the Second Layer, above the first story, along the Primary Frontage (NW Miami CT). Page 2 of 5 Analysis: The subject Property is a corner lot with only Principal Frontages. To pro parking for hotel guests and visitors, and limit the number of levels allocated to parking, spaces with lifts) are located in the Second Layer along a portion of the NW Miami CT Fro facade treatment, reviewed and recommended for approval by WDRC, conceals parking enhances the pedestrian experience along the NW Miami CT Frontage. Findings: Complies Request 4. Waiver pursuant to Article 7, Section 7.1.2.5(a)(29) to permit up to a 10% reduction in . _ . isle width from 23 feet to 22 feet. This submbld needs m be scheduled for a public hearing in accord once writ timcVnes set forth In the City of Mieml Code. The melee. decision -reeking body sag rodeo the I nformeeon MIN public hearing to render a recommend. an or a anal decision. PZ-21-11667 12/29/22 Analysis: According to the Applicant's letter of intent, the minor reduction from 23 feet to 22 feet allows the garage to "function properly and provide suitable and effect on -site parking and vehicular circulation, consistent with Miami 21 and the NRD-1." The Planning Department concluded that a 4% reduction in drive aisle width will not negatively impact circulation on or offsite. Findings: Complies Request 5. Waiver pursuant to Article 5, Section 5.6.2(f) to allow a vehicular entry on a Principal Frontage (NW Miami CT, NW 22 ST). Analysis: As described above, the subject Property is a corner lot with only Principal Frontages. As such, service and parking areas cannot be accommodated along a Secondary Frontage. On -site parking is accessed at the northern part of the NW Miami CT Frontage, and service and loading is accessed along the eastern most part of the NW 22 ST Frontage. Potential impacts of vehicular access on the public realm have been mitigated through design elements that emphasize primary pedestrian entrances. Staff finds the Waiver request is merited. Findings: Complies E. NEIGHBORHOOD SERVICES Pursuant to Article 7, Section 7.1.3.4 of the Miami 21 Code, the Planning Department has made referrals to the agencies below: • • • Office of Zoning Wynwood/Edgewater NET Area Office of Code Compliance Their comments and recommendations have been considered and are reflected in this final decision. F. CONCLUSION Based on the above findings, the input of the agencies consulted on this matter, and pursuant to Article 7, Section 7.1.1.2 of the Zoning Ordinance, the proposed Arlo Wynwood Hotel is approved with conditions, subject to the plans submitted by the applicant on file with the Planning Department with the following conditions: CONDITIONS The Project shall be developed in accordance with the plans and supporting documents submitted, bearing the E-Plan stamp for Warrant No. PZ-19-2742. 2. Outdoor Dining Areas shall be operated pursuant to seating layouts depicted on the approved plans. The number of tables and seats shall not increase. Additional tables and seating shall require a separate Warrant. 3. Applicant shall maintain an outdoor dining area in compliance with ADA separation requirements. 4. Prior to issuance of a building permit, a photometric plan shall be submitted and approved by the Planning Department indicating compliance with lighting standards pursuant to Article 5, Section 5.6.7 of the Miami 21 Code. Measurements shall at all property boundaries demonstrating that all exterior lighting is mounted and shielded to prevent light spillover onto adjacent properties. Page 3 of 5 4 0 art - PuBt. Ic 5. Review and approval by Environmental Resources is required prior to issuanc 6. Prior to issuance of any building permit, required site plans and landscape pl to provide a curb ramp on the westside of the NW Miami CT and NW 22 ST c with Section 8 Diagram 8: Typical Corner with Planter of the Wynwood Streetsca consistent with existing accessibility condition. NOTICE This su bmidal needs to be scheduled fora public hearing accerd an. verth nrnennee set forth In e City of Morn' Galt. The appLeakie decision -making bndy vnLL reMew the l ntonnadon al the pu Mc hearing to render re<ommenebti on or a final de cl9 o n. PZ-21-11667 12/29/22 Y� EW G°�4 7. Prior to issuance of any building permit, the Applicant, owner, or successor shall provide proof of payment to the Wynwood Parking Trust Fund for 23 parking spaces in accordance with Chapter 35 of the City Code. 8. Prior to issuance of any building permit, the Applicant, owner, or successor shall provide a recorded Unity of Title or Covenant In lieu of Unity of Title. 9. Prior to the issuance of any building permit, the Applicant, owner, or successor shall comply with each requirement of United States Green Building Council (USBGC) LEED Silver or equivalent standards adopted by the City pursuant to Article 3, Section 3.13.b. of the Miami 21 Code. 10. Prior to issuance of any building permit, the Applicant, owner, or successor shall participate in the Wynwood NRD public benefits program or purchase TDRs in exchange for bonus height. 11. Awnings, trellises, signage, and lighting are not a part of this Warrant application and shall be reviewed under a separate permit application. 12. The Applicant, owner, or successor shall comply with the requirements of all applicable Departments/Agencies as part of the City of Miami building permitting process. 13. The Applicant, owner, or successor shall comply with all applicable building codes, land development regulations, ordinances and other laws and pay all applicable fees due prior to the issuance of a building permit. 14. Any noise generated on site shall conform to Chapter 36 of the City Code noise regulation. Concerns or complaints related to noise nuisance will be addressed and resolved immediately. 15. It shall be unlawful to play or operate music boxes, jukeboxes, radios, musical instruments or any other musical devices on or about the premises between the hours of 11 p.m. and 7 a.m. the following day, unless said music devices are played or operated in a closed building and the sound is not audible from the outside of the building so as to disturb the quiet, comfort or repose of persons in any dwelling, hotel or other type of residence. 16. Any modification to the approved plans as results or consequence of applicant's compliance with other departments and/or agencies conditions and /or codes, will require a new review for approval confirmation from the Planning Director. 17. Pursuant to Miami 21 Code, Section 7.1.2.4(c) 4 "A Warrant shall be valid for a period of two (2) years during which a building permit or Certificate of Use must be obtained. This excludes a demolition or landscape permit. A one-time extension, for a period not to exceed an additional year, may be obtained if approved by the Planning Director. 18. Failure to comply with the conditions herein may result in the immediate revocation of this Warrant and shall be subject to any fines and penalties pursuant to City Code. Page 4 of 5 Jacqueline Ellis Chief of Land Development This su bmittal needs to Is: scheduled fora public hearing in accord ance wM emeunes set forth In the City of Merril Code. The mot.. decision-meldingbody vMLL resaew the ntmmadon al the public hearing to render a recommend. on or a 1ne l decision. PZ-21-11667 12/29/22 Page 5 of 5 City if Miami • Permanent Off -Street Parking Certificate of Waiver This Permanent Certificate of Off -Street Parking Waiver ("Permanent Waiver") of required off-street parking spaces is issued to the owner of the property ("Property Owner") listed below, subject to applicable conditions as specified by Chapter 35 Article V of the Miami City Code, as amended, including the payment of all applicable fees to the designee for Wynwood Business Improvement District (BID). 2217, 2233 and 2235 NW Miami Court Miami, FL 33127 Property Address WYNWOOD DC PROPCO LLC Property Owner 407 Lincoln Road, Suite 304 Miami Beach, FL 33139 Property Owner's Mailing Address 786-216-7118 Property Owner's Telephone/ Facsimile No. 01-3125-048-0110; 01-3125-048-0080; 01-3125-048-0070 Property Folio Number No. of Required Spaces 25 11111111111111111 C i- H ''' RECUROR BK 323 HARK This submktal needs to be scheduled fora public hearing In accordance with timelines set forth in the City of Miami Code. The applicable dec slon making body wilt review the information at the public hearing to render e recommendation or a final decision PZ-21-11667 12/29/22 Legal Description: See Exhibit "A" attached hereto. 1 Subject to the following provisions, and pursuant to the information submitted by the Applicant, this Permanent Waiver is granted. for 25 required parking spaces. I). Appropriate payments or arrangement for payment have been made with the designee of the Wynwood Business Improvement District (BID). 2). Upon filing of a written request with the Director of Planning, this Permanent Certificate of Waiver shall be transferable to a new owner of the Property; provided all applicable fees, if any, are current and any other applicable requirements have been satisfied. This Waiver shall not be leased, sold or transferred separately from the Property, except as provided in Chapter 35 Article V of the Miami City Code, as amended. 3). This Permanent Certificate of Waiver shall be applicable only to the allowable zoning use for which it is issued. New development or additions, or any construction generating additional square footage of floor space or increasing the floor area ratio, shall be required to comply with the applicable parking requirements or obtain waivers, at that time, subject to Chapter 35 Article V of the Miami City Code, as amended. Dated this c day of i (Ambtt' , 2021. ereiny Caller 9aGger Deputy Direc or PLANNING DEPARTMENT Sworn to and subscribed before me this day of ,J cstcydox , 2021. y104 B Not Public/ My commission expires```���1 Personally Known i / Or provided Identification, Form of ID D 53 • sir i •� 6ca�'�hs�� n - s• �O • /7derwritels . /"i;f1/4 of1141� C) CITY OF MIAMI • PLANNING DEPARTMENT 444 S.W. 2"D AVENUE, 3RD FLOOR, IVIIAMI, FL 33130 PHONE: (305)416-1400 / FAX: (305) 416-2156 55R7ILR1.1 OR Bek .328 LAST PAG Exhibit "A" Lots 6, 7, 10 and 11, in Block 1, of WADDELL'S ADDITION TO THE TOWN OF MIAMI, JOHNSON AND WADDELL'S ADDITION TO THE CITY OF MIAMI, FLORIDA, according to the pl Plat Book B, Page 53, of the Public Records of Miami -Dade County, Florida. AND This submktat needs to be scheduled fora public hearing In accordance with timelines set forth in the city or Miami Code. The applicable decision -making body wilt reulewthe information at the public hearing to render a recommendation or a final decision. PZ-21-11667 12/29/22 A portion of the twelve foot wide alley Vacated and reserved as a utility easement by City of Miami Ordinance No. 13492, recorded in Official Records Book 29757, Page 1686 & recorded in Official Records Book 29778, Page 3598, Lying in Block 1 of WADDELL'S ADDl'1'ION TO THE TOWN OF MIAMI, FLORIDA, also known as JOHNSON AND WADDELL'S ADDITION TO THE CITY OF MIAMI, FLORIDA, according to the plat thereof, as recorded in Plat Book B at Page 53 of the Public Records of Miami -Dade County, Florida, being more particularly described as follows: The West one half of the twelve (12) foot wide public alley in said Block 1 of Plat Book B at Page 53 being bounded on the North by the North line of Lot 6 in said Block 1, prolongated Easterly, and being bounded on the South by the North Right -of -Way line of N.W. 22nd Street, and bounded on the West by the East line of Lots 6, 7, 10 and 11, all being in said Block 1 and bounded on the East by the center line of said twelve foot wide alley, which has been closed and vacated by the City of Miami Ordinance CHAPTER 54 Streets and Sidewalks as recorded in Official Records Book 29757 at Page 1686 of said Public Records of Miami - Dade County, Florida. Less and except the following right-of-way: That portion of Lot 11, Block 1, WADDELL'S ADDITION TO THE TOWN OF MIAMI, FLORIDA, also known as JOHNSON & WADDELL'S ADDITION TO THE CITY OF MIAMI, FLORIDA, according to the plat thereof, as recorded in Plat Book B, at Page 53, of the Public Records of Miami -Dade County, Florida, being more particularly described as follows: The external arc of a circular curve having a radius of 25 feet and tangents which are 25 feet North of and parallel with the centerline of N.W. 22nd Street and 25 feet East of and parallel with the centerline of N.W. Miami Court. STATE Cr ,,lea.,::.,: NCO ACTIVE 50276133v1 3'ry O ;,ry,P; 4t11•D DE copy of -,.".rle} Courts U.C. E MIS #79943 2 59R71dRl•1 4 PUSt/ G 0 4- a. TRAFFIC IMPACT A Arlo Wynwood Vv NOTICE This submittal needs to be scheduled fora puboc hearing In eccordanre wM1h timelines set forth in the City of Miami Code. The applicable decision -making body will reoewthe information et the pubkc hearing to render a recommendation or a final decM on. PZ-21-11667 12/29/22 1Se . /!EW CCU Alcohol Service Establishment NW 22nd Street between N Miami Court and N Miami Avenue Miami, FL 33127 Prepared For: Wynwood DC Propco, LLC 407 Lincoln Road, Suite 304 Miami Beach, FL 33139 Prepared By: Langan Engineering & Environmental Services, Inc. 15150 NW 79 Court Miami Lakes, FL 33016 FL Certificate of Authorization No: 6601 LANG.4N '*�ti Ul.. t «lip,,, Digitally signed by John P Kim ��,,•• so,. kiy�Kg;: 2022.01.28 09:21:27-05'00' No 62400 t The karn Aes been djgl.y saga. .r *: a * r end *ad by Jahn P Kim, PE on Tr the dale adjacml. le the 7.53 STATE OF Pdmmapse at las b eam.are not considered sig.ed M sealed antlv.. er Mun a* apa.. John P. Kim, P.E., PTOE P.E. License No. 62400 Eric Schwarz, P.E., LEED AP Principal/Vice President 25 January 2022 300237401 Table of Contents EXECUTIVE SUMMARY INTRODUCTION Project Description DESCRIPTION OF EXISTING CONDITIONS Roads 5 Traffic Volumes 5 Intersection Capacity Analysis (Level of Service) 6 Planned and Programmed Roadway Improvements 7 FUTURE CONDITIONS 8 Background Traffic 8 Site -Generated Trips 9 Trip Distribution 10 Build Traffic Volumes 10 Driveway Volumes and Turn Lane Analysis 11 Valet Operation Queuing Analysis 12 Gate Queueing Analysis 13 Transportation Demand Management Strategies 14 CONCLUSIONS 15 This submittal needs to be' scheduled fora pubic hearing In acoorrlanre whh bmellnee set forth in the City of Miami Code. The appli®de decision -malting body NOR resiew the information at the pubic hearing to render a recommendation or a final decM on. PZ-21-11667 12/29/22 4 PURL/ G 0 4- Q List of Figures Figure 1 - Site Location Map Figure 2 - Intersection Lane Configurations Figure 3 - 2021 Existing Peak -Hour Traffic Volumes Figure 4 - 2024 No -Build Peak -Hour Traffic Volumes Figure 5 - Project Traffic Distribution - AM Figure 6 - Project Traffic Assignment Figure 7 - 2024 Build Peak -Hour Traffic Volumes Figure 8 - Site Driveway Volumes List of Tables Table 1 - 2021 Existing Conditions Intersection Capacity Analysis Summary Table 2 - 2024 No -Build Conditions Intersection Capacity Analysis Summary Table 3 - Trip Generation Estimates Table 4 - Cardinal Distribution Table 5 - 2024 Build Conditions Intersection Capacity Analysis Summary Table 6 — Valet Operation Oueing Analysis Summary Table 7 — Gate Queing Analysis Summary Table 8 — Transportation Demand Strategies Appendices Appendix A - Figures Appendix B - Site Plan Appendix C - Methodology Letter Appendix D - Traffic, TAZ, Signal Timing Data, Census Data & FDOT Tables Appendix E - Intersection Volume Spreadsheets Appendix F - Intersection Capacity Reports Appendix G - Committed Developments Appendix H - Trip Generation Data Appendix I — Valet Operation Queuing Analysis Appendix J — Gate Queuing Analysis NOTICE This submittal needs to be' scheduled fora pubic hearing In acoordanre whh bmellnee set forth in the City of Miami Code. The appll®de decision -malting body NOR rodew the information at the pubic hearing to render a recommended on or a final decM on. PZ-21-11667 1l=W 12/29/22 sN 4 PURL/ G 0 4- Q EXECUTIVE SUMMARY Wynwood DC Propco, LLC retained Langan Engineering & Environmental Se prepare a traffic -impact analysis for an exception application to the City of Miami t • NOTICE This submittal needs to be' scheduled fora pubic hearing In accordance whh bmellnee set forth in the City of Miami Code. The appLI®Lie decision -malting body%IR ro,ew the information at the pubic hearing to render a recommendation or a final decM on. Alcohol Service Establishment (ASE) at the Arlo Wynwood Hotel. The 0.72-acre site is o northeast corner of NW 22"d Street and NW Miami Court in City of Miami, Florida. The proposed development was approved by the City of Miami under application PZ-19-2742 with a development program that comprises a nine -story building with 217 hotel rooms and 9,387 square feet of retail uses. The development is requesting to designate 6,202 square -feet of the approved commercial spaces as a drinking place through an exception application. The proposed development is currently under construction and is expected to be built by 2024. We analyzed two signalized intersections and five stop -sign controlled intersections for the 2024 build conditions. The peak -hour capacity analyses with the proposed development's impacts in 2024 yielded the following results: PZ-21-11667 12/29/22 44, REV! EW Or - o All signalized intersections are expected to operate within their adopted Level of Service (LOS) during the morning and afternoon peak -hours with the development's impacts. o The stop -sign controlled intersections are expected to operate within their adopted LOS with the exception of the stop -sign controlled approaches of the intersections of N. Miami Avenue at NW 23'd and NW 22' d streets which are expected to operate beyond capacity during the afternoon peak -hour with and without the development's impacts. o The proposed development is not significantly impacting the intersections expected to operate beyond capacity and should not be responsible for mitigating their impacts to these intersections. o The proposed driveway connection to NW Miami Court is expected to operate at LOS B or better during the afternoon peak -hour. o The expected volumes from the proposed development do not warrant the need for exclusive turn -lanes at the proposed driveway connection. o The proposed driveway connection to NW Miami Court will be gate controlled and will operate as full access driveway with access to the proposed parking garage and. o The proposed gate -controlled driveway connection will have sufficient vehicle -stacking storage to accommodate the expected morning and afternoon peak -hour queues due to entering traffic. o The proposed development will have a have a valet -operation that will control parking throughout the entire day. All patrons will be required to use the valet -operation. o The valet operation queuing analyses for the building show that the proposed operation can accommodate the expected traffic demand and will not cause entering traffic to back into 4 PURL/ G 0 4- Q the adjacent public roadways, with a minimum of five parking attendan expected demand. o The development will promote the use of different modes of transportation implementation of several Transportation Demand Management strategies. o The development site is within the Urban Infill Area (UTA). NOTICE This submittal needs to be' scheduled fora pubic hearing In acoord once whh bmellnee set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubic hearing to render a recommendation or a final decM on. PZ-21-11667 12/29/22 sN A"�R��1 SEW cO�Qv We conducted intersection -capacity analyses for the existing, no build (future without project) and build (future with project) conditions. The proposed development is expected to generate 41 afternoon net -new peak -hour trips. ii INTRODUCTION Langan was retained by Wynwood DC Propco LLC, LLC to prepare this impact-ana the Arlo Wynwood Hotel exception application for the City of Miami. The 0.72-acre si northeast corner of NW 22' Street and NW Miami Court in Miami, Florida. The prop development was approved by the City of Miami under application PZ-19-2742 with This submittal needs to be scheduled fora pubic hearing In accordance whh timelines set forth in the City of Miami Code. The applicable decision -making body will resiew the information at the public hearing to render a recommendation or a final decM on. PZ-21-11667 12/29/22 a development program that comprises a nine -story building with 217 hotel rooms and 9,387 square -feet of commercial uses. The development is requesting to designate 6,202 square -feet of the approved commercial spaces as an ASE through an exception application. The proposed development currently under construction and is expected to be built by 2024. We analyzed two signalized intersections and five stop -sign controlled intersections during the afternoon peak hours. We found that the signalized intersections are expected to operate within their adopted LOS during the afternoon peak -hour with the proposed project's impacts. Most of the approaches of the stop -sign controlled intersections are expected to operate within their adopted LOS with exception of the stop -sign controlled approaches of the intersections of N. Miami Avenue at NW 22' and NW 23rd streets, which are expected to operate beyond capacity during the afternoon peak -hour with and without the development's impacts. The proposed development is not significantly impacting these intersections and should not be responsible for mitigating their impacts at these locations. The proposed gate -controlled driveway connection will have sufficient vehicle -stacking storage to accommodate the expected morning and afternoon peak -hour queues due to entering traffic. The valet operation queuing analysis shows that the proposed development can handle the expected demand and will not cause entering traffic to back into the adjacent public roadways, with a minimum of five parking attendants. This report presents the traffic -data and traffic -impact analysis for this proposed development. Project Description The proposed development will be built on one parcel (Folio Nos.: 01-3125-048-0070). Appendix A contains the figures of this report. Figure 1 illustrates the site location. Appendix B contains a copy of the site plans showing the proposed development program and the proposed driveway connection with access to the proposed parking garage. The proposed development will have access through one driveway connection to NW Miami Court which will be gate -controlled and will operate as a full -access driveway. The maximum acceptable LOS for roadways and intersections is LOS E for county and city roads. 3 Scope of Study Langan undertook the following steps to prepare this study in accordance with th discussed with the city's staff. Appendix C contains a copy of the methodology le This submittal needs to be scheduled fora pubic hearing In aaordanre whh timelines set forth in the City of Miami Code. The applicable decision -making body NOR resiew the information at the public hearing to render a recommended on or a final decla on. • Collected afternoon (4 to 6 PM) peak -hour vehicle turning -movement volum following study intersections: o NW 23' Street & NW Miami Court (unsignalized) o NW 23' Street & NW Miami Avenue (unsignalized) o NW 22' Street & NW Miami Court (unsignalized) o NW 22nd Street & N. Miami Avenue (unsignalized) o NW 22nd Street & NW 2nd Avenue (unsignalized) o NW 20t' Street & NW 2" Avenue (signalized) o NW 20t" Street & N. Miami Avenue (signalized) • Used Peak Season Conversion Factors (PSCF) from the Florida Department of Transportation IFDOT) to convert the traffic data into peak -season volumes. • Developed an afternoon COVID-adjustment factor (0.92) by comparing 2019 traffic data to 2021 traffic data at the intersection of N. Miami Avenue and NW 20t" Street to scale the traffic data to account for variations from the raw traffic counts due to the ongoing Coronavirus pandemic. The COVID-adjustment factor was not used because it yielded a value less than one, indicating that traffic has adjusted to pre -pandemic conditions. • Prepared trip -generation estimates for the proposed development, based on accepted trip - generation rates developed by the Institute of Transportation Engineers (ITE). • Calculated a growth rate for background traffic by using the highest growth rate calculated between FDOT historical data from traffic -count stations near the project, and from comparing 2015 to 2045 SERPM Traffic Volumes. The 2015 to 2045 SERPM volumes yielded a growth rate of 1.34% which was used because this yielded the highest growth rate. • The growth rate analysis using FDOT historical data was performed for a five and an eight year trend because there is no data available to perform a 10-year growth analysis. • Developed trip -distribution estimates for the project, based on the cardinal distribution for the corresponding Traffic Analysis Zone of the Miami -Dade County 2045 Long Range Transportation Plan (LRTP). A computer program used to develop the 2045 LRTP Directional Distribution Report generates directional distributions for each TAZ for the eight secondary- intercardinal directions (NNE; ENE; ESE; SSE; SSW; WSW; WNW; NNW). • Prepared afternoon peak -hour intersection -capacity analyses for the following conditions at the study intersections: 2021 existing, 2024 future no -build, and 2024 future build. • Calculated the morning and afternoon peak -hour LOS intersection -capacity analyses of the development's driveways for the 2024 build conditions. PZ-21-11667 12/29/22 4 DESCRIPTION OF EXISTING CONDITIONS Langan visited the study area to collect the lane -configuration and traffic -control d Figure 2. Appendix D contains the county's signal -timing data. Roads This submittal needs to be scheduled fora pubic hearing In aaordanre whh timelines set forth in the City of Miami Code. The applicable decision -making body NOR resiew the information at the public hearing to render a recommendation or a final decla on. PZ-21-11667 12/29/22 NW 2' Avenue NW 2nd Avenue is a two-lane, north -south, undivided, county -maintained within the city major collector roadway with a 30 MPH posted speed limit. NW Miami Court NW Miami Court is a two-lane, north -south, undivided, city -maintained local collector roadway with a 30 MPH posted speed limit. N Miami Avenue N Miami Avenue is a four -lane, north -south, undivided, county -maintained minor arterial roadway with a 30 MPH posted speed limit. NW 23' Street NW 23rd Street is a two-lane, east -west, undivided, city -maintained local collector roadway with a 30 MPH posted speed limit. NW 22nd Street NW 22nd Street is a two-lane, east -west, undivided, city -maintained local collector roadway with a 30 MPH posted speed limit. NW 20th Street NW 20th Street is a four -lane, east -west, divided, county -maintained within the city minor arterial roadway with a 35 MPH posted speed limit. Traffic Volumes Traffic -volume data was collected on Thursday, December 16, 2021 from 4:00 to 6:00 PM. We applied FDOT's season adjustment factor 11.06) to convert the traffic data into peak -season volumes. The data was not adjusted with COVID-adjustment factor because it yielded a factor less than one (0.92). The COVID factor was calculated by comparing the traffic data collected at the intersection of N. Miami Avenue and NW 20th Street to 2019 traffic counts collected at the 5 same intersection. We compared the data of each intersection and determine hour occurred between 5:00 PM and 6:00 PM for the study area. Figure 3 illustra weekday afternoon peak -hour traffic volumes. Appendix D contains the traffic data adjustment factors. Intersection Capacity Analysis (Level of Service) This submittal needs to be scheduled fora pubic hearing In aaordancs with fimellnes set forth in the City of Miami Code. The appti lLie decision -making body NOR resiew the information at the public hearing to render a recommendation or a final decla on. PZ-21-11667 12/29/22 We conducted 2021 existing -conditions capacity analyses for the study intersections using Synchro software. We found that the signalized intersections are operating within their adopted LOS. Most of the approaches of the stop -sign controlled intersections are operating within their adopted LOS with the exception of the eastbound approach of the intersection of NW 23' Street and N Miami Avenue which is operating beyond capacity during the afternoon peak -hour. Table 1 summarizes the results of the existing -conditions analysis. Appendix E contains intersection - volume tables; Appendix F contains the capacity -analyses worksheets. Capacity analyses for stop -sign controlled intersections are calculated for certain intersection approaches, not for the entire intersection. The stop -sign controlled approaches of stop -sign controlled intersections often exceed their adopted LOS during peak hours because all vehicles must stop and incur a delay before proceeding through the intersection. Capacity analysis provides an indication of the adequacy of intersection and roadway facilities to serve traffic demand. The evaluation criteria used to analyze the study intersections is based on the 6' Edition Highway Capacity Manual published by the Transportation Research Board. Table 1 - 2021 Existing Intersection Capacity Analysis Summary Location Traffic Control Approach PM Peak Hour LOS Delay (sec/veh) NW 23rd Street & NW Miami Court Stop -sign controlled NB A 9.9 NW 23rd Street & N Miami Avenue Stop -sign controlled EB F 67.0 NW 22nd Street & NW Miami Court Stop -sign controlled EB B 10.0 WB A 9.8 NW 22nd Street & N Miami Avenue Stop -sign controlled EB C 23.0 WB D 25.5 NW 22nd Street & NW 2nd Avenue Stop -sign controlled WB C 20.1 NW 20th Street & NW 2nd Avenue Signalized Overall B 15.2 NW 20th Street & N Miami Avenue Signalized Overall C 27.8 6 4 PUBLic PLANNED AND PROGRAMMED ROADWAY IMPROVEMENTS We reviewed the Transportation Planning Organization's 2021 Transportation Program (2021 through 2025), the county Long Range Transportation Plan (2045) an �R EW CO' $' Five Year Work Program (2021 through 2025) and found two planned roadway improveme the LRTP's program network. The proposed improvement project numbers NW00144 and NW00119 will construct a pedestrian and bicycle path along N Miami Avenue from NW 14' Street to US 27/ NW 36t" Street and along NW 20' Street from NW 27' Avenue to US-1 / Biscayne Boulevard respectively. Appendix D includes excerpts from Miami -Dade LRTP showing the proposed improvements information. NOTICE This submittal needs to be scheduled fora pubic hearing In accordance whh timelines set forth in the City of Miami Code. The applica de decision -making body will rosiew the information at the public hearing to render a recommendation or a final decM on. 7 • PZ-21-11667 12/29/22 FUTURE CONDITIONS This section of the report covers background traffic growth, site -generated trips, tr and future traffic volumes. The project should be completed by the end of 2024. We This submittal needs to be scheduled fora pubic hearing In accordance whh timelines set forth in the City of Miami Code. The applicable decision -making body NOR resiew the information at the public hearing to render a recommendation or a final decla on. 2024 no -build traffic volumes by applying a compounded growth rate to the 2021 volume by adding traffic from the proposed Society Wynwood, AMLI Wynwood, 2400 N Miami, PRH N Miami and The Collective development as committed developments. We added site -generated trips to the 2024 no -build traffic volumes to develop 2024 build traffic volumes. Appendix G contains excerpts from the traffic reports of the committed developments. PZ-21-11667 12/29/22 Background Traffic We conducted intersection capacity analyses and found that the two signalized intersections are expected to operate within their adopted LOS. Most of the approaches of the stop -sign controlled intersections are expected to operate within their adopted LOS with exception of the stop -sign controlled approaches of the intersections of N. Miami Avenue at NW 22nd and NW 23rd streets which are expected to operate beyond capacity during the afternoon peak -hours. We performed a growth rate analysis for the most recent five and eight -year period using FDOT historical traffic volumes. We analyzed the growth rate based on linear, exponential, and decay - exponential approaches and determined that the growth rate with the strongest correlation was the five year linear -trend. We compared the five year linear -trend growth rate (0.12%) to the 2015 to 2045 SERPM Traffic Volume growth rate (1.34°/0) and determined that the 2015 to 2045 SERPM Traffic Volume growth rate would be used to provide a conservative analysis because it yielded the highest growth rate. The growth -rate factor accounts for increased background traffic volumes and was applied to the existing volumes. We applied the growth rate to the existing traffic volumes and added trips from five committed developments (Society Wynwood, AMLI Wynwood, 2400 N Miami, PRH N Miami and The Collective) to develop the 2024 no -build traffic volumes. Figure 4 illustrates the 2024 no -build traffic volumes. Table 2 summarizes the results of the 2024 no -build conditions capacity analysis. Appendix F contains the capacity -analyses worksheets. 8 Table 2 - 2024 No Build Intersection Capacity Analysis Summary Location Traffic Control Approach rc PM Pea s) LOS Delay (se NW 23rd Street & NW Miami Court Stop -sign controlled NB B 10.0 NW 23rd Street & N Miami Avenue Stop -sign controlled EB F 150.2 NW 22nd Street & NW Miami Court Stop -sign controlled EB B 10.2 WB B 10.0 NW 22nd Street & N Miami Avenue Stop -sign controlled EB F 55.2 WB F 148.9 NW 22nd Street & NW 2nd Avenue Stop -sign controlled WB C 24.5 NW 20th Street & NW 2nd Avenue Signalized Overall B 17.7 NW 20th Street & N Miami Avenue Signalized Overall D 36.8 Site -Generated Trips -0 A la NOTICE This submittal needs to be scheduled fora pubic hearing In accordance whh tlmatinee set forth in the City of Miami Code. The applicable decision -making body NOR brmadon at tho pa bkc hearing to render e ommendadon or a final declaon. PZ-21-11667 12/29/22 The proposed change of the development program is expected to generate 41 afternoon net - new peak -hour trips when compared to the approved development program. We prepared afternoon peak -hour trip estimates for the approved and proposed development using equations from the 11' Edition of the ITE Trip Generation Manual. We applied internalization rates between the hotel and the strip retail plaza (<40k) based on rates from the Trip Generation Handbook to determine the net new trip generated by the approved and the proposed developments. Based on our calculations, the total internal capture for the approved and proposed development in the afternoon peak hours is 7% and 3%, respectively. In addition, we applied a 34% pass -by rate to the Strip Retail Plaza (<40k) retail uses trip generation estimates during the afternoon peak hour. We also applied a non -vehicular reduction factor of 17.3% based on census data for the area. Table 3 summarizes the trip -generation estimates for the proposed development. Appendix H contains the trip -generation data. 9 Table 3 - Trip Generation Estimates Use Size Weekday Afternoon rewewthelnbrmatir recomme In Out PZ `A 9,t• c 1, 1 r 74"V Approved Uses 217 Rooms 55 49 Hotel Strip Retail Plaza <40k 9,387 SF 17 19 36 Total 72 68 140 Proposed Uses Strip Retail Plaza <40k 3,185 SF 10 8 18 Hotel 217 Rooms 54 53 107 Drinking Place 6,202 SF 37 19 56 Total 101 80 181 Difference (Approved less Proposed) 29 12 41 Trip Distribution NOTICE This submittal needs To be scheduled fora public hearing In accordance with timelines set forth in the City of Miami Code. The applies Lie decision -making body will n at the pubbc hearing to render a doll on or a final tlecM on. 21-11667 �/29/22 We determined the directional distribution of site -generated trips based on the cardinal distribution data for TAZ 515 from the Miami -Dade County 2045 Transportation Model (see Appendix D) and from the development's access to the surrounding roadway network. We interpolated the 2015 and 2045 average directional -distribution values to develop percentages for 2024. Table 4 shows the proposed development's trip distributions. Figures 5 shows the proposed development's traffic distributions to the study intersections. Figure 6 illustrates the afternoon development -traffic assignments at the study intersections. The traffic assignment takes into account that all patrons will be required to use the proposed valet operation to park. Table 4 - Cardinal Distribution Year NNE ENE ESE SSE SSW WSW WNW NNW 2015 15.40% 7.20% 5.50% 11.10% 14.50% 19.00% 10.60% 16.60% 2045 13.60% 7.40% 5.40% 12.10% 13.20% 22.10% 12.30% 13.90% 2024 14.86% 7.26% 5.47% 11.40% 14.11 % 19.93% 11.11% 15.79% Build Traffic Volumes We conducted capacity analyses for the study intersections and determined that all signalized intersections are expected to operate within their adopted LOS with the development's impacts. Most of the approaches of the stop -sign controlled intersections are expected to operate within their adopted LOS with exception of the stop -sign controlled approaches of the intersections of N. Miami Avenue at NW 22nd and NW 23rd streets which are expected to operate beyond capacity during the afternoon peak -hours with and without the development's impacts. The development 10 will only be adding approximately 4.8% of the projected volumes at these inter is below the five percent significance threshold. These intersection are one-way intersection and there are no improvements that can be done to mitigate the ex with the exception of the construction of a traffic signal. The development shou This submittal needs to be scheduled fora pane hearing In aaordanre whh Id matinee set forth in the City of Miami Code. The appti®de decision -malting body NOR resiew the information at the pobdc hearing to render a recommended on or a final declb on. PZ-21-11667 12/29/22 responsible for mitigating the expected failure because it is not significantly impacting the intersection. The 2024 build traffic volumes were derived by adding the total site -generated trips to the 2024 no -build traffic volumes. Figure 7 illustrates the 2024 build afternoon peak -hour traffic volumes. Table 5 summarizes the 2024 build LOS for the morning and afternoon peak hours. Table 5 - 2024 Build Intersection Capacity Analysis Summary Location Traffic Control Approach PM Peak Hour LOS Delay (sec/veh) NW 23rd Street & NW Miami Court Stop -sign controlled NB B 11.9 NW 23rd Street & N. Miami Avenue Stop -sign controlled EB F 296.6 NW 22nd Street & NW Miami Court Stop -sign controlled EB B 12.6 WB B 10.1 NW 22nd Street & N. Miami Avenue Stop -sign controlled EB F 89.3 WB F 229.7 NW 22nd Street & NW 2nd Avenue Stop -sign controlled WB D 28.6 NW 20th Street & NW 2nd Avenue Signalized Overall B 18.7 NW 20th Street & N Miami Avenue Signalized Overall D 37.2 Driveway Volumes and Turn Lane Analysis We analyzed the development's proposed driveway connection to NW Miami Court for the afternoon peak -hour build conditions and found that it will operate at LOS B. In addition, we analyzed the need for exclusive right -turn lanes at the proposed driveway connection based on AASHTO exclusive turn lane treatment warrants and determined that it does not meet the criteria to warrant an exclusive right -turn lane. Figure 8 shows the project's driveway volumes and Appendix F contains the capacity -analyses worksheets and the spreadsheets for the left -turn warrant evaluations. 11 4 PURL/ G O 4- a. Valet Operation Queuing Analysis We prepared a queuing analysis for the proposed development's valet operations they will not cause entering traffic to back onto the adjacent public roadway (NW The proposed development will have a valet -parking station at the proposed main entranc NW Miami Court and will use four of the six on -street parking spaces for pick-up and drop-off operations. The site plan in Appendix B shows the location of the valet stand and the on -street parking spaces that will be used by the valet -operation. We used the queuing -analysis methodology from the Transportation and Land Development published by the ITE. This methodology requires hourly rates of vehicle arrival and service times for the valet operation to determine vehicle -queue lengths. The queues resulting from this analysis are 95th percentile queues, which are those expected to be generated 95 percent of the time. NOTICE This submittal needs to be' scheduled fora pubic hearing In acoordanre whh bmellnee set forth in the City of Miami Code. The appll®de decision -malting body NOR resiew the information at the pubic hearing to render a recommendation or a final decM on. PZ-21-11667 12/29/22 E The development will provide 72 off-street parking spaces and 9 on -street parking spaces. The parking garage will provide 34 parking spaces with vehicle lifts/stackers. Vehicle lifts allow two vehicles to occupy one parking space by lifting vehicles above the ground and allowing a second vehicle to park underneath one another. The vehicle -arrival rate was based on the project's afternoon peak -hour trip generation, summarized in Table 3. The development is expected to generate 191 (106 ingress and 85 egress) afternoon peak hour trips. We estimated the average service time for the valet operation of 1.24 minutes for the drop-off and 1.19 minutes for the pick- up operations. The service time accounts for the time required for the valet attendant to pick- up/drop-off the car, and return to the valet station. The valet operation will have one operator at the parking garage that will exclusively operate the vehicle lifts. The analysis indicates that the valet operation will need a minimum of four attendants at the valet stand and one attendant at the parking garage to control the proposed vehicular lifts. We used 22 feet to convert the number of queued vehicles to linear feet. Table 6 summarizes the results of the queuing analysis and indicates that queues for the proposed valet operation are not expected to exceed three vehicles. The analyses indicate that the expected 95t" percentile queue lengths will not exceed the length of the queue -storage area. Appendix I contains excerpts from ITE, the queuing -analysis and service -time calculations. Table 6 - Valet Operation Queuing Analysis Summary Entrance Storage Capacity (feet) 95th Percentile Queue Length Exceeds Capacity? Vehicles Feet Lobby Drop-off along NW Miami Court 88 3 66 NO 12 v4 co Gate Queueing Analysis We prepared a queuing analysis for the proposed gate -controlled entrance for th and found that they will not cause entering traffic to spillback onto the adjacent pub (NW Miami Court). The driveway will lead to the gate -controlled entrance up the ramp second floor parking areas. This submittal needs to be' scheduled fora pubic hearing In acoordanre whh bmellnee set forth in the City of Miami Code. The appll®de decision -malting body NOR resiew the information at the pubic hearing to render a recommendation or a final decM on. PZ-21-11667 12/29/22 We used the queuing -analysis methodology from Transportation and Land Development published by the ITE. This methodology requires hourly rates of vehicle arrival and service times for the gate -controlled driveway to determine vehicle -queue lengths. The queues resulting from this analysis are 95t" percentile queues, which are those expected to be generated 95 percent of the time. The vehicle arrival rate was based on the project's peak -hour trip generation, summarized in Table 3. The gate operation will use gate arms that operate vertically and will be controlled through an access card. The service -time data is included in Appendix J and shows that the average service time was based on the ITE standard service time of 0.10 minutes for each vehicle entering and the queuing analysis calculations. Vehicle lengths of 25 feet were used to convert the number of vehicles to linear feet. Table 7 summarizes the results of the queuing analysis and indicates that queues for the proposed gated entrance are not expected to exceed one vehicle and will not exceed vehicle -storage capacity. Appendix J also contains the spec sheet of the proposed gates. Table 7 - Gate Queuing Analysis Summary Entrance Storage Capacity (feet) 95th Percentile Queue Length Exceeds Capacity? Vehicles Feet NW Miami Court 25 1 25 NO 13 Transportation Demand Management Strategies The development is proposing a Transportation Demand Management (TDM) plan project's impacts to the surrounding roadway network and motivate the use of t This submittal needs to be' scheduled fora pubic hearing In acoordanre whh bmellnee set forth in the City of Miami Code. The appLI®Lie decision -malting body NOR renew the information at the pubic hearing to render a recommendation or a final decM on. modes of transportation available in the area. The site abuts NW 22' Street and NW Miam and will provide sidewalks larger than 6 feet to promote walkability in the Wynwood neighborhood. The site is less than 150-feet from N. Miami Avenue, which is one of the main corridors being served by the Wynwood Route of the Miami Trolley Miami Trolley with connections to City of Miami Metro Mover and Miami Dade Public Transportation. There are also shared bike lanes along NW 2' Avenue, which is approximately 1,000-feet from the site. The proposed development will provide strategies to motivate the use of the available multimodal transportation systems provided by the city and the existing roadway network. Appendix D contains the information for the available bus routes in the area and the Wynwood Route of Miami trolley. The development is proposing the following TDM strategies to support the overall TDM goals of City of Miami and maximize the use of the available transportation systems. Table 8 summarizes the proposed TDM strategies. Table 8 - Proposed TDM Strategies Action Details Employee Survey Survey employees to determine current commute characteristics establish preferences, and target TDM efforts. Employee Outreach Provide employees with information regarding multimodal commute options. Bicycle Facilities On -site bike racks will be available for employees and visitors. Travel Mapping Transit route maps and schedules will be made available on site to employees and visitors. Flexible Schedule On site businesses will be encouraged to offer flexible and compressed work schedules to the extent possible. Parking Operator The parking garage will be operated by a valet operator 24/7. Loading Area The loading area will have specific timeframes outside the peak hours to mitigate its impacts and will be coordinated to not impact the pedestrian walkway. 14 CONCLUSIONS Langan performed a traffic -impact analysis for the proposed ASE at the Arlo W through an exception application for the City of Miami. The development expe completed by 2024. The analysis shows the following results for the 2024 build conditions: This submittal needs to be' scheduled fora pubic hearing In acoordanre whh bmellnee set forth in the City of Miami Code. The appLIca o decision -malting body%IR rodew the information at the pubic hearing to render a recommendation or a final decM on. PZ-21-11667 12/29/22 o All signalized intersections are expected to operate within their adopted Level of Service (LOS) during the morning and afternoon peak -hours with the development's impacts. o The stop -sign controlled intersections are expected to operate within their adopted LOS with the exception of the with exception of the stop -sign controlled approaches of the intersections of N. Miami Avenue at NW 22' and NW 23rd streets which are expected to operate beyond capacity during the morning and afternoon peak -hour with and without the development's impacts. o The proposed driveway connection to NW Miami Court is expected to operate at LOS A or better during the morning and afternoon peak -hours. o The expected volumes from the proposed development do not warrant the need for exclusive turn -lanes at the proposed driveway connection. o The proposed driveway connection to NW Miami Court will be gate -controlled and will operate as full access driveway with access to the proposed parking garage and. o The proposed gate -controlled driveway connection will have sufficient vehicle -stacking storage to accommodate the expected morning and afternoon peak -hour queues due to entering traffic. o The proposed development will have a have a valet -operation that will control parking throughout the day. All patrons will be required to use the valet operation. o The valet operation queuing analysis shows that the proposed operation can handle the expected traffic demand and will not cause entering traffic to back into the adjacent public roadways, with a minimum of five parking attendants to serve the expected demand. o The development will promote the use of different modes of transportation through the implementation of several TDM strategies. o The development site is within the UTA. \\langan.com\data\MIA\data4\300237401\Project Data\_Discipline\Traffic\Reports\2022-01-25 Arlo Hotel.docx 15 PURL/ 4 0 4- Q APPENDIX A FIGURES NOTICE This submittal needs to be'scheduled fora pubic hearing In acoorrlanre whh bmellnee set forth in the City of Miami Code. The appLIca n decision -malting body NOR redew the intonation at the pubdc hearing to render recommended on or a final decM on. PZ-21-11667 SEW 12/29/22 sN cO�Qv LAN1GAN 15150 NW 791M1 Court, Suite 200, Miami Lakes, FL 33016 P.. 766.264.7221 P, 706,264./201 wwr.largan.com FL CERTIFICATE OF AUTHORIZATION No. 00006601 Project ARLO HOTEL MIAMI MIAMI DADE FLORIDA Figure Title SITE LOCATION MAP NOTICE This submOal needs to be scheduled fora public hearing in cordancewi[htimelines set forth in the City of Miami Cuee.Theationat h puision-makint burlywilifrenewthe e. Theation a the pubnc hearing to rendermuommendat on or a final becisi on. Project No. 300237401 Date 1/25/2022 Scale NTS PZ-21-11667 12/29/22 1,0 r4 FIGURE 1 anuantl puZ MN One-way north - only roadway z 3. 0 NW 23th Street 44, SITE NW 22nd Street 4 0 At. NW 20th Street anuany RuegN N 44'1*D l t, /71 m INTERSECTION LA C$ CONFIGURATIONS LANGAN P' o0 786.264.i221 786. 64.7201 www.lacgar.conr 6 F: FL CERTIFICATE OF AUTHORIZATION I, 0000660' Project ARLO HOTEL MIAMI MIAMI DADE FLORIDA Figure Title anuantl PuZ MN I 4_ (68) ,I,J4 +- (27) 4— (172) (585) NW 22nd Street NW 23th Street (140) (7) NW 20th Street (112) -, b) —+ 41 4ano3 Rueiw MN (103) (34) 4 ♦ Y L z 2 t 4— (222) 4— (465) LEGEND (t#) PM Peak Hour (204) —4 r . (172) —4 (640) — (412) — (259) —+ LANGAN 15.60 N W ," Court, Sully 200. Miami Lakes. FL 33016 P 786.264.7221 F: ]88.20.6.7201 manelaegae.sem FL CERTIFICHTE OF HUTHORIZ?TION No. 00006601 Project ARLO HOTEL tr MIAMI MIAMI DADE FLORIDA Figure Tale 2021 EXISTIN TRAFFIC VOLUM 1 anuaAV PuZ MN (75) 4 (32) NW 23th Street 4— (146) (8) o r NW 22nd Street (117)-01 (8) —+ E. 41-r 4— (10) 4— (57) +— (4) (107) — (351 —+ 1I-► 4— (195) 4— (638) NW 20th Street (69) (3) 4an03!wu!W MN (341 (6) —10- (51) anuany!uau!IAj N 4T 4— (4B) 4— (8) (57) �Tr a co- (282) 4— (490) (2521 —4 (6821 LEGEND (t!) PM Peak Hour (199) -+ T (431) (269) LANGAN P' o0 726.254.2221 786. 64.7201 vAwwAargar.co F:nr6 Project ARLO HOTEL MIAMI � C v m Figure Title 2024 NO BUILD 0 TRAFFIC VOLUME' FL CERTIFICATE OF AUTHORIZATION Nu 0000660' MIAMI DADE FLORIDA (11%) (1D%) NW 23th Street NW 22nd Street •' (10o% anuany puz MN 4 (14%) LEGEND # Ingress (#) Egress • Not a study intersection NW 20th Street • Ott 4j1 SITE L 65% (38%) (27%) anuany In MN (1OD%) 21% —4 14% _ LANGAN 200, Miami Lakes, FL P' o 786.264.i221 F: 7.20 F4.7201 vrww.langor.conr 0 88 FL CERTIFICATE OF AUTHORIZATION Nc. 0000660' 00 4Ano3!Weiw MN Project 00 1�► ARLO HOTEL anuany ivaeiw N 4— 15% t 00 MIAMI MIAMI DADE FLORIDA Figure Title PROJECT TRAFFI DISTRIBUTION anuany PuZ MN I' L (9) (8) NW 23th Street NW 22nd Street 121) LEGEND (0) PM Peak Hour • Not a study intersection +— (85) • SITE 4_ (66) anuanv Isl. MN NW 2Oth Street (106) —4 1 lano9 !wen MN LANGAN P' o0 726'.264.2221 F:181. 64.7201 vAwwAacgrr.conr6 FL CERTIFICATE OF AUTHORIZATION Nu 0000660' Project ARLO HOTEL anuany!weiyn N MIAMI MIAMI DADE FLORIDA (15) t Figure Title PROJECT TRAFFI anuany PuZ MN (&4) 140) NW 23th Street NW 22nd Street 4— (1461 +— (8) r. .�♦ (1171 (81 —+ l L. �r • (761 4— (57) +— (4) (137) J (571 —+ ♦L► tr • (195) 4— (649) LEGEND (#) PM Peak Hour 07) t r (691 —P. (31 - NW 20th Street (341 (6) (5�1 .�♦L► anuany N t 4— (48) 4— (8) (57) 41tr 4— (297) 4— (490) (199) J t (431) (269) LANGAN P' ort, Suite 200, Miami Lakes, FL 0 726.264.2221 786. 64.7201 www.lecgrr.conr 6 F: FL CERTIFICATE OF AUTHORIZATION Nu 0000660' Project ARLO HOTEL MIAMI MIAMI DADE FLORIDA C m Figure Title 2024 BUILD TRAFF n VOLUMES 4— (85) r 0 NW 22nd Street L SITE This submittal needs to be scheduled for a public hearing In accordance whh bmelinea set forth in the City of Miami Code. The appLlea decision -malting body NOR rosiew the information at the public hearing to antler a recommended on or a final declb on. PZ-21-11667 12/29/22 pno3 !wenAl MN LEGEND (#) PM Peak Hour Driveway LANGAN 15150 NW 79. Court, Suite 200, Miami Lakes, FL 33016 P: 786.264.7221 F: 786.264.7201 ww✓✓.langan.com Project ARLO HOTEL MIAMI Figure Title DRIVEWAY VOLUMES Project No. 300237401 Date 1/25/2022 Scale FIGURE 8 FL CERTIFICATE OF AUTHORIZATION No. 00006601 MIAMI DADE FLORIDA NTS PURL/ 4 0 4- Q APPENDIX B SITE PLAN NOTICE This submittal needs to be'scheduled fora pubic hearing In acoorrlanre whh bmellnee set forth in the City of Miami Code. The appLIca n decision -malting body NOR redew the intonation at the pubdc hearing to render recommended on or a final decM on. PZ-21-11667 SEW 12/29/22 sN cO�Qv NICHOLS BROSCH WURST WOLFE &ASSOCIATES, INC. Entertainment Venue at Arlo Hotel Address 2217 NW Miami Court Miami Florida 33127 Folio: 01-3125-048-0110 Zoning 76.8-0 NRD-1 Wynwood Lot Area (Gross sf.) 31,528 0.7238 acres n.dedkaNsaatkea • robe usedNrdenainarucalmarionr Lot Area (Net s.f.l 31,390 07206 acres Paed.s..N..lwrarsa •uxd ror bx W.N.FN a PRE re.. a4,iiarom Project Description/ Uses: Lodging / Commercial LOT OCCUPATION required/allowed provided code section A. Lot Area B. Lot Width C_ Lot Coverage D. Floor Lot Ratio (FUR) E. Frontage at Setback F. Open Space G. Density 5000 xi_ m' n; 40,000 5.f max 31 390 s.f.. NRD Article Illustration 5.2 (T6- 8) 50 ft min. 131'-0" ft. along NW 22nd Street 80%max 25,112 s.f. 76.0% 23,845 s.f. N/A 141,758 s.f. 70%min. 77.1% 185 1.1. 10% Lot Area min, 3 139 s.f. 10.4% 3 272 s.f. 150 du/acre max. (l lodging unite0.5 du. unit) 0.7238 acres 217 units 217 lodging units BUILDING SETBACKS required/allowed provided Principal Fronts (West) North Miami Court (south) NW 22 Street (North) Side (East) Rear 5 ft. min 5 ft. (Levels 1 2 3 4 & 5) 7 ft. (Levels 6 7&)I) 5 ft. min Oft. min 10'-4" ft. 0 ft. min 0 ft. BUILDING HEIGHT required/allowed provided A. Min. Height B. Max. Height C. "Max Benefit Height 2 stories 9 Stories NRD Article 5 Illustration 5.2 {T6- 9) 8 stories 12 Stories total •Participation In the public benefit program or T0Rs to be purchased prior to building permit PARKING required/allowed provided A. Lodging B. Commercial General Commercial : 6,882 sf Lobby Lounge: 1,593 sf Restaurant Indoor Seating: 2,505 sF Retail (006503l, 177 sf 217 Units 9,387 sf. 0.5 space per Lodging Unit 0 0.1 space per Lodging Unit far 108.5 + 21.7 130.2 spaces visitor With 30% parking reduction applied to lodging 30% 91.15 spaces 3 spaces per each 1000 s.f. 28.16 spaces With Shared parking reduction applied to Commercial (Divide by 1.3) 21.7 spaces With 30% parking reduction applied to Commercial 30% 15.16 spaces Totat number of spares required after all reductions = 106 spaces Payment into the Wynwood Parking Trust Fund for the Proposed Number of Spaces 72 Spaces provided inside building 9 On -street parking spaces 81 Total spaces provided 25 spaces NBC Section 4 Table 2 (T6 -0 Totals D. On Street Parking Spaces E. Vehicular Entrance on Frontage F. Location of parking above the first story G. Off-street Parking Access Aisle Width 30ft. wide min. 29 ft. wide 5.6.4. (T6) g Third layer Second layer on North Miami Court 5.6.4 {Section D.) 23 ft. 22 ft. Section 4,Table 5 LOADING required/allowed provided Loading Entry Location A. Commercial B. Lodging Within the Third Layer and shall be accessed from Alleys when available, and otherwise from the Secondary Frontage. (primary, Front) NW 22 Street 5.6.2 (Section 1) 9,387 s.f. Area OKsf-50Ksf: 08erths 1 Commercial Berth 12ft. x 35ft. 217 units 1/300 rooms: (1) 420 sf 12ft: x 35ft. Berth size Berth Dimensions BICYCLE PARKING required/allowed provided 106 vehicular spaces 1 bike per 20 vehicular spaces 8 bicycle spaces 7 bike spaces plus bicycle storage NICHOLS BROSCH WURST WOLFE & ASSOCLATES INC. Vicinity Map. NTS LEGAL DESCRIPTION LOTS, AILD '1 IP ELH. DF WADDED, ADDITION TO TEE TOM OF DIP. FLORIN ALOE HILLE,E fi,S RECORDED INC.-FPO. P. PACE 5.E. OF THE PEKE RECORDS OF DIRMEDADEE.ELP. FOCH. FED MIRA ORDPLADCEILO. EEPP. RECORDED IH OFFIC, RECORD., BCON ERIS PACE 'P0P. E PECORDEDIN OFFICIAL ALSO ITC/MPS JOHNSEN AEDDIADDELL SHODITION TO THE C /.11.II FLOP. ACCOREING DO THE PL., FLORIDA...1,G MORE PRRTILIPEPRLE DEPENDED AS FOAMS, THE DENIER LIDE OF SRID -MELEE FOOT OPE ALLEY. NEIGH HAS PEEIL DLIDEED PHD VAL.. TDI ,E ,11,110EDINDADEPTHRFTER RH. STREETS... SIDECOAL(S. PS RECORDED IN OFFICIAL RESOD. BOOK PETE, EDGE 16116 OF PAID PUBLIC REC.. DF LIVETI.DADE COLN, FLORIDA. Entertainment Venue at Arlo Hotel 12'-815/16" 30'-8 15/15' 123 - 8 718' 73' - 9 1/2" 19'-1112" r MEC0l053 1 EEQUIPMENTAT� EVE_5 ROOVIESO 1 FROM VIE':fl 1 PRD=EP.TY •r / LIVE IrvP: Illf/ W1 Z.01 P00- E2JIPNIENT AND STAIR eExl-rPe, a/c EU eouipmen1 to be SO Pen. rem me,. 11'- 21/2' OH DENOTES PROPOSED LOCATION O= FPL NACU AT GROUND PROPERTY LEVEL JNE rml S 0 0' 00" E 240.69' ARTI=IGIAL TURF AREA BRED HATCH INDICATES THE EXTENT OF THE ENTERTAINMENT VENUE, AT GROUND FLOOR AND MEZZANINE BALDING. S ACK- LPJELE 1 TO BLI-DING STEPBACK - LEVELS 6 TO 6 SITE PLAN NICHOLS BROSCH WURST WOLFE & ASSOCIATES INC. GH LANDSCAPED COURTYARD AT LEVEL 3 FIBERGLASS ti _ _ _ _ ■ _ PLANTERS iTYP.1 FIXED CA▪ NOPY NE ABOVE OR BALCONIES 005I ROOFTOP POOL & DECK AT LEVEL 9 FIBERGLASS PLANTERS I1YP.1 PROPERTY LINE (TYP1 N 00 0' OD" E 240.69' ^� BBL. (1,1 — —r - - CONCRETE BIDEv/LK - 1—•_� —I—T— MI_ I 1 i 1 Y B.B.L I 1 I 1 I 1 '_ T 1 DEDICATION 1 1 y 'ROOD POLE -0 BE RELORATED OH PENTHOUSE AT LEVEL 9 nln eoulomertlo he screened from vl 1 3,:9116.7RIAL Ai UPPER lebO'PeEPS FOILIEF OF EXCEED Fe PT. -a nsm`Reel FebibleF eel IF FEL FINED ASVNINS ABOVE BAR • N.W. MIAMI COURT 50 PUBLIC RIGHT OF WA, CL. GROSS LOT A.R.. 31 529 SF NET LOT A REA: 31,390 SF 'AFTER B.B.L. DEDICATION; - PROPOSED LANDSCAPING AREA ITYPI GHT OF WAY PLAT B PAGE 53 FPL CONC. POWER POLE WILIGHT PROPERTY.7-1111111 � a LINE TIP) F"'o V J 0.1 C � 2nd Layer 1st Lay 25'-D" MIN. Entertainment Venue at Arlo Hotel 8 I o,l 20FT SETBACK FP.ObI POLE • I � • BBL. irvPl F —LFPL CONC. POWER POLE VISIBILITY TRIANGLE 3-66 15/16" BLOSUJFIA- . SIDE 3.111/16" 16' -2 5/IE/' —TT I.7T,%ZP' GROUND LEVEL NICHOLS BROSCH WURST WOLFE & ASSOCLATES INC -3S6•WIDTH CONE. VERGE ( 31-E." VINE 110TEL- 25'- 0 1/2' ARRIVAL -ARRIVAL NO,. I CI IFIR'11171',P nrr 4 NW MIAMI CT. Pick-up/Drop-off on -street parking spaces 3 25 x 25' VISIBILITY TRIANGLE EV-9 5/16' IE:1'..E'ALC.E=IVE lirP1,17CTZEPPtiOr L 22' - 7 1/2' RESTAURANT' HATCH INDICATES ARLO HOTEL AREA, UNDER A SEPARATE PERMIT, LAYOUT SHOWN HERE FOR REFERENCE ONLY 31 Entertainment Venue at Arlo Hotel 13'-615113" 3'-111116" 18'-25/16" 31'-6' MEZZANINE O 0 O NICHOLS BROSCH WURST WOLFE & ASSOCIATES INC. HATCH INDICATES A3L0 HOTEL, AREA, UNDER A SEPA ATE PERMIT. Lava) I SHOEIN HERE -OK 'REFERENCE ONLY 25' 012' 22'-7112" 20'-95/16" O O O O Entertainment Venue at Arlo Hotel Q c) O ------1 J 13'-615/16" 3'-111/16' 13'-25/16" LEVEL 2 PARKING i®, HGSE BIB LGCATION REFER TOORA\IVGS\ \7C0ESS AISLE ANG HATCH IN I AT\ HOTELS AREA.. UNDER F SEPARATE PERIJIT. �LAVOUr SHOVE N HERE FOR .'REFERENC= rNLV NICHOLS BROSCH WURST WOLFE & ASSOCIATES INC. I INN E `� D114_ELECTRIf: VEH CH4RGING STATION. ,LE REFER TO ELECTRIC DP. AYL'INGS.OVE STL TO BE Aff.ESi18LELONDING 25'-01/2" 22'-71/2 29'-95,16" NteLkt_ 1111 CI I I I I 114/ ,17; 4 M' tuJL - - IN , ,6#_ "'l li O O O Entertainment Venue at Arlo Hotel r r i ------1-J PURL/ 4 0 4- Q APPENDIX C METHODOLOGY LETTER NOTICE This submittal needs to be'scheduled fora pubic hearing In acoorrlanre whh bmellnee set forth in the City of Miami Code. The appLIca n decision -malting body NOR redew the intonation at the pubdc hearing to render recommended on or a final decM on. PZ-21-11667 SEW 12/29/22 sN cO�Qv 410 PU8i.. ftF LANGAN 9 December 2021; Revised: 10 January 2022 Collin Worth Resilience and Public Works City of Miami 444 SW 2' Avenue, Miami, Florida Re: Traffic Analysis Methodology Arlo Wynwood Hotel ASE Miami, Florida Langan Project No.: 300237401 Dear Mr. Worth: a a NOTICE This submMal needs to be scheduled fora public hearing accordancein with timelines set forth in the City of MiamCcde. The applicable decision -making body mil review the information at the puboc nearing to render a �ommendadon or a final decision. PZ-21-11667 12/29/22 1EW C0" Langan Engineering and Environmental Services, Inc. was retained to prepare a traffic -impact analysis for the Arlo Wynwood Hotel Alcohol Service Establishment (ASE) that is expected to be built by 2024. The 0.72-acre site is located at the northeast corner of NW Miami Court and NW 22' Street in City of Miami, Florida. The proposed development was approved by the City of Miami under application PZ-19-2742 with a development program that comprises a nine -story building with 217 hotel rooms and 9,387 square -feet of retail uses. The development is requesting to designate 6,202 square -feet of the approved retail spaces as a drinking place through an ASE application. Figure 1 below shows the site location. A copy of the proposed site plan is included in Attachment A. Please accept this letter as the traffic -analysis methodology for the proposed development. Figure 1 — Site Aerial Photograph 0 15150 NW 79th Court, Suite 200 Miami Lakes, FL 33016 T: 786.264.7200 F: 786.264.7201 www.langan.com New Jersey • New York • Connecticut • Pennsylvania • Washington, DC • Virginia • West Virginia • Ohio • Florida • Texas • Arizona • California Abu Dhabi • Athens • Doha • Dubai • Istanbul • London • Panama Traffic Analysis Methodology Arlo Wynwood Hotel ASE Langan Project No.: 300237401 9 Decembe Trip Generation The traffic analysis will focus on the proposed entertainment venue. The propose be open during the morning peak hours and therefore we are only required t afternoon peak -hour, per our discussions with city staff. The hotel component will be a committed development to reflect the overall impacts of the development during the a peak -hour. This submittal needs to be scheduled for a puboc hearing In accordance whh Id matinee set forth in the City of Miami Code. The appll®Lie decision -malting body NOR resiew the information at the pubdC hearing to render a recommended on or a final decM on. PZ-21-11667 12/29/22 We will estimate vehicle -trip generation based on Land Use 975 (Drinking Place) from the Institute of Transportation Engineer's (ITE), Trip Generation Manual, 1 Edition. The proposed entertainment venue is expected to generate 41 afternoon net -new peak hour trips compared to the approved development as summarized in Table 1 below. We applied a 17.3% multimodal- reduction factor based on census data from the study area. Attachment B contains the trip - generation data and census data. Table 3 - Trip Generation Estimates Use Size Weekday Afternoon Peak Hour In Out Total Approved Uses 217 Rooms 55 49 104 Hotel Strip Retail Plaza <40k 9,387 SF 17 19 36 Total 72 68 140 Proposed Uses Strip Retail Plaza <40k 3,185 SF 10 8 18 Hotel 217 Rooms 54 53 107 Drinking Place 6,202 SF 37 19 56 Total 101 80 181 Difference (Approved less Proposed) 29 12 41 Data Collection Afternoon peak hour turning movement data will be collected on a typical weekday at the following intersections: • N. Miami Avenue and NW 22nd Street • N. Miami Avenue and NW 23rd Street • NW Miami Court and NW 22nd Street • NW Miami Court and NW 23' Street • NW 2nd Avenue and NW 22nd Street • NW 2nd Avenue and NW 20th Street • N. Miami Avenue and NW 20th Street Data will be collected for four hours between 4:00 and 6:00 PM and will be adjusted to reflect peak season traffic volumes by applying the appropriate FDOT peak season conversion factor (PSCF) in addition to a calculated Covid adjustment factor by comparing previously collected traffic data at specific intersections to the existing traffic counts collected at the same intersection. LANGAN Traffic Analysis Methodology Arlo Wynwood Hotel ASE Langan Project No.: 300237401 9 Decembe Project Distribution Project trip distribution will be based on the average cardinal distribution for Traffi 515 of the Miami -Dade County 2045 Transportation Model. Table 2 below show distribution based on a 2024 build out year. Table 2 - Cardinal Distribution This submittal needs b be scheduled tor a pubic hearing In accordance with timelines set forth in the City of Miami Code.The applica de decision -making buryodL review the information at the pubc hearing to render a recommendation or a final decision. Year NNE ENE ESE SSE SSW WSW WNW NNW 2015 15.40% 7.20% 5.50% 11.10% 14.50% 19.00% 10.60% 16.60% 2045 13.60% 7.40% 5.40% 12.10% 13.20% 22.10% 12.30% 13.90% 2024 14.86% 7.26% 5.47% 11.40% 14.11% 19.93% 11.11% 15.79% Future Traffic We will develop future traffic volumes by applying a compound growth rate to the collected traffic data. The growth rate was based on the more conservative factor between FDOT historical data from traffic count stations near the project analyzed under linear, exponential, and decaying trends; and expected growth from the year 2015 and 2045 from the Southeast Florida Regional Planning Model (SERPM) results. Tables 3a, 3b and 3c below shows the results of the three growth rates, and the more conservative growth rate, the SERPM volumes growth, was used for the analysis. Attachment D contains the growth rate calculations. Table 3a - FDOT Historical Volume Growth Roadway FDOT Site 5 Year Linear Trend 5 Exponential Year Trend 5 Year Decaying Trend NW 2 Avenue -- 200' n/o 24 St 8612 0.00% 0.31% 1.55% NW 20 -- 200' e/o NW 1 Ct 8418 12.50% 10.41% 9.53% N. Miami Avenue -- 200' s/o NW 20 St 8268 -12.13% -11.25% -18.35% Average Annual Growth Rate 0.12% -0.18% -2.42% Table 3b - FDOT Historical Volume Growth Roadway FDOT Site 8 Year Linear Trend 8 Exponential Year Trend 8 Year Decaying Trend NW 2 Avenue -- 200' n/o 24 St 8612 2.15% 2.03% 2.26% NW 20 -- 200' e/o NW 1 Ct 8418 5.69% 4.53% 4.37% N. Miami Avenue -- 200' s/o NW 20 St 8268 -9.01% -12.82% -11.41% Average Annual Growth Rate 0.12% -0.39% -2.09% Table 3c - 2015 to 2045 SERPM Traffic Volumes Growth Roadway FDOT Site 2015 2045 NW 2 Avenue from 1-195 (NW 37th Street) to 1-395 overpass 8612 8,130 17,060 NW 20 Street from 1-95 Overpass to NE 2 Ave 8418 9,870 17,300 N. Miami Avenue from NE 17 Street to 1-195 8268 36,390 46,750 Total 54,390 81,110 Annual Growth Rate 1.34% LANGAN Traffic Analysis Methodology Arlo Wynwood Hotel ASE Langan Project No.: 300237401 9 Decembe We will review the county's platting database and include traffic from any appr projects. Based on conversations with the city, the following five (5) committed will be included in the traffic study: • Society Wynwood • AMLI Wynwood • 2400 N. Miami • PRH N. Miami • The Collective We will also include any roadway improvements planned within the next three years. This submittal needs b be scheduled tor a puboc hearing in accordance with timelines set forth in the city of Miami Code.The applica de decision -making bodywlll renew the information at the pubUc hearing to render a recommendation or a final decision. Intersection Analysis Intersection capacity analysis will be performed for the study intersection using software based on the Highway Capacity Manual 2000 and 6th Edition methodology. The analysis will be performed for afternoon peak -hour conditions using Synchro Software. The analysis scenarios will include the existing (2021), no -build (2024 without the project), and build (2024 with project) conditions. Project driveways will be analyzed for the build conditions. We will provide tables in the appendices that summarize the LOS and delay for each intersection and intersection approaches for the existing, no -build, and build conditions. Tables summarizing the LOS and delay for each intersection and intersection approaches for the existing, no -build, and build conditions will be included in the report appendices. Synchro reports for the 95thpercentile queue lengths and tables summarizing this information for all exclusive turn -lanes will also be included in the report appendices. Valet Queuing Analysis The proposed development will provide a valet -service operation for all patrons of the proposed development. We will analyze the valet -service operations for the expected entering traffic (PM peak hour) using the queuing analysis methodology from Transportation and Land Development published by the ITE. Our analysis will determine the minimum number of valet attendants required to serve the expected demand of the proposed development. Gate Queuing Analysis We will prepare a queueing analysis for the proposed gate -controlled access points to the site directly accessing public right-of-way using the queueing -analysis methodology from Transportation and Land Development published by the ITE. Transportation Control Measures We will identify transportation control measures that the proposed development can implement to raise awareness of the available transportation modes in the area. LANGAN Traffic Analysis Methodology Arlo Wynwood Hotel ASE Langan Project No.: 300237401 Report The study methodology, analysis and findings will be summarized in a report tha and sealed by a Florida registered professional engineer. Synchro LOS, queuing an reports will be included in report's appendices. 9 Decembe This submittal needs b be scheduled tor a pubic hearing In accordance with timelines set forth in the city of Miami Code.The applica de decision -making buryodL review the information at the pubc hearing to render a recommendation or a final decision. If you have any questions regarding the information contained herein, please do not hesitate to contact me at (786) 264-7226. Sincerely, Langan Engineering and Environmental Services, Inc. John P. Kim, P.E., PTOE Senior Project Manager JPK:jpk Attachments Attachment A — Site Plan Attachment B — ITE Excerpts & Census Data FL Certificate of Authorization No. 6601 Aangan.comVdataAMIA\data4\300237401VProject DataACorrespondenceAMethodology\2021-01-10 Arlo Hotel Entertainment Venue Methodology.docx LANGAN 4 PURL/ G 0 4- Q NOTICE This submittal needs to be scheduled fora puboc hearing In accortlance whh timelines set forth in the City of Miami Code. The appLIca decision -making body NOR redew the information at the pubdc hearing to render a recommended on or a final decla on. PZ-21-11667 SEW 12/29/22 sN cO�Qv APPENDIX D TRAFFIC, TAZ, SIGNAL TIMING DATA, CENSUS DATA & FDOT TABLES National Data & Surveying Serviceslntersection Turning Movement Count Location: NW Miami Ct & NW 23rd St City: Miami Control: 1-Way Stop(NB) Data - Total Project ID: 21-140337-002 Date: 12/16/2021 NS/EW Streets: NW Miami Ct NW Miami Ct NW 23rd St NW 23rd St AM 0 NL NORTHBOUND 0 0 NT NR 0 NU 0 SL SOUTHBOUND 0 0 ST SR 0 SU 0 EL EASTBOUND 0 0 ET ER 0 EU 0 WL WESTBOUND 0 0 WT WR 0 WU TOTAL 7:00 AM 0 0 2 0 0 0 0 0 0 3 2 0 0 12 0 0 19 7:15 AM 0 0 0 0 0 0 0 0 0 21 0 0 2 60 0 0 83 7:30 AM 1 0 0 0 0 0 0 0 0 44 2 1 0 90 0 1 139 7:45 AM 1 0 0 0 0 0 0 0 0 61 1 0 1 117 0 0 181 8:00 AM 0 0 1 0 0 0 0 0 0 36 1 1 1 82 0 0 122 8:15 AM 0 0 2 0 0 0 0 0 0 35 1 0 0 45 0 0 83 8:30 AM 2 0 1 0 0 0 0 0 0 10 0 1 1 15 0 1 31 8:45 AM 4 0 4 0 0 0 0 0 0 6 0 0 0 18 0 0 32 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 8 0 10 0 0 0 0 0 0 216 7 3 5 439 0 2 690 APPROACH %'s : 44.44% 0.00% 55.56% 0.00% 0.00% 95.58% 3.10% 1.33% 1.12% 98.43% 0.00% 0.45% PEAK HR : 07:30 AM - 08:30 AM TOTAL PEAK HR VOL : 2 0 3 0 0 0 0 0 0 176 5 2 2 334 0 1 525 PEAK HR FACTOR: 0.500 0.000 0.375 0.625 0.000 0.000 0.000 0.000 0.000 0.000 0.721 0.625 0.738 0.500 0.500 0.714 0.000 0.714 0.250 0.725 PM 0 NL NORTHBOUND 0 0 NT NR 0 NU 0 SL SOUTHBOUND 0 0 ST SR 0 SU 0 EL EASTBOUND 0 0 ET ER 0 EU 0 WL WESTBOUND 0 0 WT WR 0 WU TOTAL 4:00 PM 1 0 3 0 0 0 0 0 0 26 1 0 4 21 0 0 56 4:15 PM 1 0 1 0 0 0 0 0 0 36 0 0 2 34 0 3 77 4:30 PM 2 0 0 0 0 0 0 0 0 17 3 2 1 17 0 1 43 4:45 PM 4 0 1 0 0 0 0 0 0 41 1 3 1 39 0 0 90 5:00 PM 2 0 2 0 0 0 0 0 0 16 1 0 2 26 0 0 49 5:15 PM 3 0 3 0 0 0 0 0 0 46 4 1 1 29 0 1 88 5:30 PM 0 0 4 0 0 0 0 0 0 24 2 0 1 29 0 0 60 5:45 PM 2 0 5 0 0 0 0 0 0 19 0 0 1 48 0 1 76 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 15 0 19 0 0 0 0 0 0 225 12 6 13 243 0 6 539 APPROACH %'s : 44.12% 0.00% 55.88% 0.00% 0.00% 92.59% 4.94% 2.47% 4.96% 92.75% 0.00% 2.29% PEAK HR : 04:45 PM - 05:45 PM TOTAL PEAK HR VOL : 9 0 10 0 0 0 0 0 0 127 8 4 5 123 0 1 287 PEAK HR FACTOR: 0.563 0.000 0.625 0.792 0.000 0.000 0.000 0.000 0.000 0.000 0.690 0.500 0.681 0.333 0.625 0.788 0.000 0.806 0.250 0.797 07:30 AM - 08:30 AM PEAK HR VOLUME PEAK HR I 5:00 PM - 6:00 PM PEAK HR VOLUME 7 0 0 0 0 0 0 105 7 1 5 132 National Data & Surveying Serviceslntersection Turning Movement Count Location: NW Miami Ct & NW 23rd St City: Miami Control: 1-Way Stop(NB) Data - Bikes Project ID: 21-140337-002 Date: 12/16/2021 NS/EW Streets: NW Miami Ct NW Miami Ct NW 23rd St NW 23rd St AM o NL NORTHBOUND 0 o NT NR 0 NU o SL SOUTHBOUND 0 o ST SR o SU o EL EASTBOUND 0 o ET ER o EU o WL WESTBOUND o o WT WR 0 WU TOTAL 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 APPROACH %'s : 0.00% 100.00% 0.00% 0.00% PEAK HR : 07:30 AM - OS:30 AM TOTAL PEAK HR VOL : 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PEAK HR FACTOR : 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 PM 0 NL NORTHBOUND 0 0 NT NR 0 NU 0 SL SOUTHBOUND 0 0 ST SR 0 SU 0 EL EASTBOUND 0 0 ET ER 0 EU 0 WL WESTBOUND 0 0 WT WR 0 WU TOTAL 4:00 PM 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 4:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 4:45 PM 0 0 0 0 0 1 0 0 0 3 1 0 0 0 0 0 5 5:00 PM 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 1 0 0 0 0 1 0 0 0 4 1 0 0 4 0 0 11 APPROACH %'s : 100.00% 0.00% 0.00% 0.00% 0.00% 100.00% 0.00% 0.00% 0.00% 80.00% 20.00% 0.00% 0.00% 100.00% 0.00% 0.00% PEAK HR : 04:45 PM - 05:45 PM TOTAL PEAK HR VOL : 1 0 0 0 0 1 0 0 0 3 1 0 0 2 0 0 8 PEAK HR FACTOR : 0.250 0.000 0.000 0.250 0.000 0.000 0.250 0.000 0.250 0.000 0.000 0.250 0.250 0.250 0.000 0.000 0.500 0.000 0.500 0.000 0.400 0 0 0 0 0 0 0 0 0 3 0 0 Al National Data & Surveying Serviceslntersection Turning Movement Location: NW Miami Ct & NW 23rd St Count Project ID: 21-140337-002 City: Miami NS/EW Streets: Date: 12/16/2021 Data - Pedestrians (Crosswalks) NW Miami Ct NW Miami Ct NW 23rd St NW 23rd St AM NORTH LEG EB WB SOUTH LEG EB WB EAST LEG NB SB WEST LEG NB SB TOTAL 7:00 AM 7:15AM 7:30 AM 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 2 8:00 AM 0 0 0 3 0 0 0 0 3 8:15AM 0 0 0 0 0 0 1 0 1 8:30 AM 0 0 1 1 0 0 0 0 2 8:45 AM 0 0 1 0 0 0 0 0 1 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES : 0 0 3 4 0 0 2 0 9 APPROACH %'s : 42.86% 57.14% 100.00% 0.00% PEAK HR : 07:30 AM - 08:30 AM TOTAL PEAK HR VOL : 0 0 1 3 0 0 2 0 6 PEAK HR FACTOR : 0.250 0.250 0.333 0.500 0.500 0.500 PM NORTH LEG EB WB SOUTH LEG EB WB EAST LEG NB SB WEST LEG NB SB TOTAL 4:00 PM 4:15PM 4:30 PM 4:45PM 0 0 0 0 0 0 0 0 7 5 0 6 2 2 0 1 7 1 6 0 1 1 0 0 4 0 0 0 4 2 0 1 25 11 6 8 5:00 PM 0 0 2 3 0 4 5 2 16 5:15PM 0 0 6 0 1 0 1 9 17 5:30 PM 0 0 1 7 5 0 2 2 17 5:45PM 0 0 3 1 0 1 0 1 6 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES : 0 0 30 16 20 7 12 21 106 APPROACH %'s : 65.22% 34.78% 74.07% 25.93% 36.36% 63.64% PEAK HR : 04:45 PM - 05:45 PM _ TOTAL PEAK HR VOL : 0 0 15 11 6 4 8 14 58 PEAK HR FACTOR : 0.625 0.393 0.813 0.300 0.250 0.500 0.400 0.389 0.550 0.853 PEAK HR PEAK HR VOL : 5.000 PM - 6:000 PM I 12 11 I 6 5 TOTAL 14 II 56 LOCATION: NW Miami Ct & NW 23rd St CITY/STATE: Miami, FL ♦ 0 2 0 0 0 ♦ ♦ `► 336 2 J t 0 337 Peak Hour Factor 176 0.73 334 183 5 i r, 3 179 ♦ ♦ 2 0 3 3 it ♦ 8 5 �♦ L 0 2 ♦ 0 ♦ ♦ 0 0 0 ♦ ♦ 4 L. 1 z ♦ �0 0 0 o 2 r6 PRO Peak -Hour: 07:30 AM - 08:30 AM Peak 15-Minute: 07:45 AM - 08:00 AM ♦ 0.6 0.0 0.6 1.1 20.0 1, 0.♦ 0 ♦ 14.3 National Data & Surveying Services R-1 North 21-140337-002 This subrunal needs to be schoduletl fora public hearing in ccortlance wah timelines set forth in the City of Miami Code. The spplicatle decIsion-makIng bodywlll review the Informaaon a the public hearing to render a recommendation or a final decision. 0.0 PZ-21-11667 12/29/22 15-Min Count Period Beginning At NW Miami Ct Northbound NW Miami Ct Southbound NW 23rd St Eastbound NW 23rd St Westbound Left Thru Rgt U R Left Thru Rgt U R* Left Thru Rgt U R Left Thru Rgt U Total Hourly Total 7:00 AM 7:15 AM 7:30 AM 7:45 AM 0 0 2 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 O 0 0 0 O 0 0 0 0 0 0 0 0 3 2 0 O 21 0 0 O 44 2 1 0 61 1 0 0 12 0 0 2 60 0 0 0 90 0 1 1 117 0 0 19 83 139 181 422 525 525 417 8:00 AM 0 0 1 0 0 0 0 0 0 36 1 1 1 82 0 0 122 268 8:15 AM 0 0 2 0 0 0 0 0 0 35 1 0 0 45 0 0 83 146 8:30 AM 8:45 AM Peak 15-Min Flowrates Left 2 0 1 0 4 0 4 0 Northbound Thru Rqt U R* Left O 0 0 0 O 0 0 0 Southbound Thru Rgt U R* Left O 10 0 1 O 6 0 0 Eastbound Thru Rqt U R* Left 1 15 0 1 0 18 0 0 Westbound Thru Rgt U R* 31 63 32 32 Total All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 4 0 8 0 0 0 0 0 12 0 0 0 0 O 0 0 0 O 0 0 0 0 0 0 0 0 O 244 8 4 O 4 4 0 4 0 0 0 0 4 468 0 4 0 8 0 0 0 0 0 0 0 744 16 16 0 LOCATION: NW Miami Ct & NW 23rd St CITY/STATE: Miami, FL ♦ 0 4 0 0 0 ♦ O ♦ `► 132 4 J 127 ♦ 0.80 ♦ 123 139 8 i r, 6 137 ♦741♦ D 9 0 0 ♦ 14 19 Peak Hour Factor t 0 129 14 ♦ 4 ♦ ♦ 0 0 0 ♦ .1 ♦ 4 L. 0 J .� t 0 ♦ 1 ro PRO Peak -Hour: 04:45 PM - 05:45 PM Peak 15-Minute: 04:45 PM - 05:00 PM ♦ 1.5 0.0 0.0 0.0 0.0 7, ♦7, ♦ 0.0 National Data & Surveying Services R-1 North 21-140337-002 This submittal needs to be schoduletl fora public hearing in ccortlance wah timelines set forth in the City of Miami Code. The applicable decIsion-making body will review the Infonnaaon at the public hearing to render a recommendation or a inal decision. 0.0 PZ-21-11667 12/29/22 r ,7 15-Min Count Period Beginning At NW Miami Ct Northbound NW Miami Ct Southbound NW 23rd St Eastbound NW 23rd St Westbound Left Thru Rgt U R Left Thru Rgt U R* Left Thru Rgt U R Left Thru Rgt U Total Hourly Total 4:00 PM 4:15 PM 4:30 PM 4:45 PM 1 0 3 0 1 0 1 0 2 0 0 0 4 0 1 0 0 0 0 0 O 0 0 0 O 0 0 0 0 0 0 0 0 26 1 0 O 36 0 0 O 17 3 2 0 41 1 3 4 21 0 0 2 34 0 3 1 17 0 1 1 39 0 0 56 77 43 90 266 259 270 287 5:00 PM 5:15 PM 5:30 PM 0 2 0 0 0 0 0 0 16 1 0 2 26 0 0 O 3 0 0 0 0 0 0 46 4 1 1 29 0 1 O 4 0 0 0 0 0 0 24 2 0 1 29 0 0 49 273 88 224 60 136 5:45 PM 2 0 5 0 Peak 15-Min Northbound Flowrates Left Thru Rqt U O 0 0 0 Southbound R* Left Thru Rgt U O 19 0 0 Eastbound R* Left Thru Rqt U 1 48 0 1 Westbound R* Left Thru Rgt U R* 76 76 Total All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 16 0 16 0 4 0 0 0 32 4 0 0 0 O 0 0 0 O 0 0 0 0 0 4 0 0 O 184 16 12 O 0 0 0 40 0 12 4 0 8 156 0 4 0 4 0 0 20 0 4 0 0 412 8 92 28 National Data & Surveying Serviceslntersection Turning Movement Count Location: N Miami Ave & NW 23rd St City: Miami Control: 1-Way Stop(EB) Data - Total Project ID: 21-140337-003 Date: 12/16/2021 NS/EW Streets: N Miami Ave N Miami Ave NW 23rd St NW 23rd St AM 0 NL NORTHBOUND 0 0 NT NR 0 NU 0 SL SOUTHBOUND 0 0 ST SR 0 SU 0 EL EASTBOUND 0 0 ET ER 0 EU 0 WL WESTBOUND 0 0 WT WR 0 WU TOTAL 7:00 AM 4 47 0 0 0 116 19 0 10 0 1 0 0 0 0 0 197 7:15 AM 7 40 0 0 0 104 42 0 10 0 6 0 0 0 0 0 209 7:30 AM 11 73 0 0 0 122 93 0 29 0 20 0 0 0 0 0 348 7:45 AM 12 95 0 0 0 124 94 0 26 0 20 0 0 0 0 0 371 8:00 AM 12 123 0 0 0 195 81 0 28 0 22 0 0 0 0 0 461 8:15 AM 9 124 0 0 0 164 28 0 16 0 12 0 0 0 0 0 353 8:30 AM 6 92 0 0 0 162 20 0 14 0 5 0 0 0 0 0 299 8:45 AM 4 104 0 0 0 156 7 0 5 0 3 0 0 0 0 0 279 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 65 698 0 0 0 1143 384 0 138 0 89 0 0 0 0 0 2517 APPROACH %'s : 8.52% 91.48% 0.00% 0.00% 0.00% 74.85% 25.15% 0.00% 60.79% 0.00% 39.21% 0.00% PEAK HR : 07:30 AM - 08:30 AM TOTAL PEAK HR VOL : 44 415 0 0 0 605 296 0 99 0 74 0 0 0 0 0 1533 PEAK HR FACTOR: 0.917 0.837 0.000 0.850 0.000 0.000 0.776 0.787 0.816 0.000 0.853 0.000 0.841 0.865 0.000 0.000 0.000 0.000 0.000 0.831 PM 0 NL NORTHBOUND 0 0 NT NR 0 NU 0 SL SOUTHBOUND 0 0 ST SR 0 SU 0 EL EASTBOUND 0 0 ET ER 0 EU 0 WL WESTBOUND 0 0 WT WR 0 WU TOTAL 4:00 PM 9 163 0 0 0 171 27 0 24 0 11 0 0 0 0 0 405 4:15 PM 9 162 0 0 0 160 20 0 21 0 11 0 0 0 0 0 383 4:30 PM 7 201 0 0 0 119 27 0 17 0 7 0 0 0 0 0 378 4:45 PM 9 206 0 0 0 135 19 2 20 0 8 0 0 0 0 0 399 5:00 PM 5 170 0 0 0 139 29 0 25 0 4 0 0 0 0 0 372 5:15 PM 4 218 0 0 0 141 21 1 25 0 11 0 0 0 0 0 421 5:30 PM 6 216 0 0 0 149 36 0 20 0 6 0 0 0 0 0 433 5:45 PM 9 192 0 0 0 133 34 2 27 0 11 0 0 0 0 0 408 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 58 1528 0 0 0 1147 213 5 179 0 69 0 0 0 0 0 3199 APPROACH %'s : 3.66% 96.34% 0.00% 0.00°/o 0.00% 84.03% 15.60% 0.37% 72.18% 0.00% 27.82% 0.00% PEAK HR : 05:00 PM - 06:00 PM TOTAL PEAK HR VOL : 24 796 0 0 0 562 120 3 97 0 32 0 0 0 0 0 1634 PEAK HR FACTOR: 0.667 0.913 0.000 0.923 0.000 0.000 0.943 0.833 0.926 0.375 0.898 0.000 0.727 0.849 0.000 0.000 0.000 0.000 0.000 0.943 07:30 AM - 08:30 AM PEAK HR VOLUME I 44 415 PEAK HR I 5:00 PM - 6:00 PM PEAK HR VOLUME I 24 796 0 605 296 562 120 National Data & Surveying Serviceslntersection Turning Movement Count Location: N Miami Ave & NW 23rd St City: Miami Control: 1-Way Stop(EB) Data - Bikes Project ID: 21-140337-003 Date: 12/16/2021 NS/EW Streets: N Miami Ave N Miami Ave NW 23rd St NW 23rd St AM o NL NORTHBOUND 0 0 NT NR 0 NU 0 SL SOUTHBOUND 0 0 ST SR 0 SU 0 EL EASTBOUND 0 0 ET ER 0 EU 0 WL WESTBOUND 0 0 WT WR 0 WU TOTAL 7:00 AM 0 2 0 0 0 3 0 0 1 0 0 0 0 0 0 0 6 7:15AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7:45 AM 0 4 0 0 0 1 0 0 0 0 0 0 0 0 0 0 5 8:00 AM 0 2 0 0 0 1 1 0 0 0 0 0 0 0 0 0 4 8:15AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 0 12 0 0 0 6 1 0 1 0 0 0 0 0 0 0 20 APPROACH %'s : 0.00% 100.00% 0.00% 0.00% 0.00% 85.71% 14.29% 0.00% 100.00% 0.00% 0.00% 0.00% PEAK HR : 07:30 AM - 06:30 AM TOTAL PEAK HR VOL : 0 8 0 0 0 2 1 0 0 0 0 0 0 0 0 0 11 PEAK HR FACTOR : 0.000 0.500 0.000 0.500 0.000 0.000 0.500 0.250 0.375 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.550 PM o NL NORTHBOUND 0 0 NT NR 0 NU 0 SL SOUTHBOUND 0 0 ST SR 0 SU 0 EL EASTBOUND 0 0 ET ER 0 EU 0 WL WESTBOUND 0 0 WT WR 0 WU TOTAL 4:00 PM 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 4:15PM 0 4 0 0 0 2 1 0 1 0 0 0 0 0 0 0 8 4:30 PM 0 2 0 0 0 4 0 0 0 0 0 0 0 0 0 0 6 4:45 PM 0 1 0 0 0 5 0 0 0 0 0 0 0 0 0 0 6 5:00 PM 1 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 3 5:15PM 0 2 0 0 0 1 0 0 0 0 0 0 0 0 0 0 3 5:30 PM 0 0 0 0 0 3 1 0 0 0 2 0 0 0 0 0 6 5:45 PM 0 1 0 0 0 1 0 0 0 0 1 0 0 0 0 0 3 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 1 10 0 0 0 20 2 0 1 0 3 0 0 0 0 0 37 APPROACH %'s : 9.09% 90.91% 0.00% 0.00% 0.00% 90.91% 9.09% 0.00% 25.00% 0.00% 75.00% 0.00% PEAK HR : 05:00 PM - 06:00 PM TOTAL PEAK HR VOL : 1 3 0 0 0 7 1 0 0 0 3 0 0 0 0 0 15 PEAK HR FACTOR : 0.250 0.375 0.000 0.500 0.000 0.000 0.583 0.250 0.500 0.000 0.000 0.000 0.375 0.375 0.000 0.000 0.000 0.000 0.000 0.625 0 7 1 0 0 0 3 0 0 0 0 0 A National Data & Surveying Serviceslntersection Turning Movement Location: N Miami Ave & NW 23rd St Count Project ID: 21-140337-003 City: Miami NS/EW Streets: Date: 12/16/2021 Data - Pedestrians (Crosswalks) N Miami Ave N Miami Ave NW 23rd St NW 23rd St AM NORTH LEG EB WB SOUTH LEG EB WB EAST LEG NB SB WEST LEG NB SB TOTAL 7:00 AM 7:15AM 7:30 AM 7:45 AM 1 0 0 0 0 0 0 1 0 1 1 2 0 3 0 4 0 0 0 0 0 0 0 0 1 0 0 0 0 3 0 1 2 7 1 8 8:00 AM 0 1 1 0 0 0 0 0 2 8:15AM 0 0 1 0 0 0 0 2 3 8:30 AM 0 0 1 0 0 0 1 0 2 8:45 AM 0 0 0 0 0 0 1 0 1 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES : 1 2 7 7 0 0 3 6 26 APPROACH %'s : 33.33% 66.67% 50.00% 50.00% 33.33% 66.67% PEAK HR : 07:30 AM - 08:30 AM TOTAL PEAK HR VOL : 0 2 5 4 0 0 0 3 14 PEAK HR FACTOR : 0.500 0.500 0.625 0.250 0.375 0.375 0.375 0.438 PM NORTH LEG EB WB SOUTH LEG EB WB EAST LEG NB SB WEST LEG NB SB TOTAL 4:00 PM 4:15PM 4:30 PM 4:45 PM 1 3 2 0 1 0 0 0 13 7 3 9 6 6 6 4 0 0 0 0 0 0 0 0 6 2 3 4 2 3 6 3 31 20 19 20 5:OOPM 1 0 3 4 0 0 0 0 8 5:15PM 0 0 8 2 0 0 0 0 10 5:30 PM 0 0 3 2 0 0 0 9 14 5:45 PM 0 0 8 6 0 0 2 0 16 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES : 5 3 54 36 0 0 17 23 138 APPROACH %'s : 62.50% 37.50% 60.00% 40.00% 42.50% 57.50% PEAK HR : 05:00 PM - 06:00 PM _ TOTAL PEAK HR VOL : 1 0 22 14 0 0 2 9 48 PEAK HR FACTOR : 0.250 0.250 0.688 0.583 0.643 0.250 0.250 0.306 0.750 PEAK HR PEAK HR VOL ; S:OO PM - 6:OOOPM I 22 1 14 I 0 0 2 TOTAL 9 II 48 ♦ 0 LOCATION: N Miami Ave & NW 23rd St CITY/STATE: Miami, FL ♦ 901 514 ♦ 298 805 0 340 99 J t 0 0 Peak Hour Factor 0 0.83 173 74 i ♦� 1 f 415 ♦ 679 3 IF Peak -Hour: 07:30 AM - 08:30 AM Peak 15-Minute: 08:00 AM - 08:15 AM National Data & Surveying Services PRO ♦ 0.9 1.0 0.0 1.2 1.4 7, 0.♦ 0 ♦ North 21-140337-003 111 TT tlJ Thls submitlal needs to be schodu led fora public hearing In accord anrewilh timelines set forth in the City of Miami Cmde.The applica Lie decision -making body will renew the information at the public hearing to render a recommended on or a final decision. 2.9 PZ-21-11667 12/29/22 ro.o 9.0 0 1.5 2.6 ♦ 2 5 t tl ♦ 0 ✓ tl ♦ t ♦ r►7 15-Min Count Period Beginning At N Miami Ave Northbound N Miami Ave Southbound NW 23rd St Eastbound NW 23rd St Westbound Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Total Hourly Total 7:00 AM 4 47 0 0 0 116 19 0 10 0 1 0 0 0 0 0 197 1125 7:15 AM 7 40 0 0 0 104 42 0 10 0 6 0 0 0 0 0 209 1389 7:30 AM 11 73 0 0 O 122 93 0 29 0 20 0 7:45 AM 12 95 0 0 0 124 94 0 26 0 20 0 O 0 0 0 348 1533 O 0 0 0 371 1484 8:00 AM 8:15 AM 8:30 AM 8:45 AM Peak 15-Min Flowrates Left 12 123 0 0 9 124 0 0 6 92 0 0 4 104 0 0 Northbound Thru Rqt U R* Left 0 195 81 0 O 164 28 0 O 162 20 0 O 156 7 0 Southbound Thru Rgt U R* Left 28 0 22 0 16 0 12 0 14 0 5 0 5 0 3 0 Eastbound Thru Rqt U R* Left 0 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 Westbound Thru Rgt U R* 461 353 299 279 Total 1392 931 578 279 All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 48 496 0 0 0 16 0 0 24 0 16 0 0 O 780 376 0 O 12 8 0 4 0 4 4 0 116 0 88 0 4 0 4 0 8 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 1904 44 36 24 LOCATION: N Miami Ave & NW 23rd St CITY/STATE: Miami, FL ♦ 685 893 ♦ 120 562 3 ♦ 4 ♦ `► 144 97 J t 0 0 Peak Hour Factor 0 ♦ 0.94 ♦ 0 129 32 i r 0 3 ♦ ♦ r' 24 798 D ♦ 594 820 ♦ 9 2 ♦ 0 7,2 474 0 11 1 1-•1 ♦ 4 0 J /N t tl 0 ♦0 0 7%, ♦ �0 4 9 Peak -Hour: 05:00 PM - 06:00 PM Peak 15-Minute: 05:30 PM - 05:45 PM National Data & Surveying Services PRO ♦ 0.7 0.0 0.0 North 21-140337-003 111 BHT tlJ tl♦ 3 J This submitlal needs to be scheau led fora public hearing In accordance with ti mellow setforth in the City of Miami Code. The applica Lie decision -making body will review the information al the public hearing to render a recommendation or a inal decision. 0.5 PZ-21-11667 12/29/22 r0.0 0.0 (47_, 0.0 0.6 ♦ 7 0 t ♦0 rtl 3 ♦ 0 ♦ bI_ t ♦ r►7 15-Min Count Period Beginning At N Miami Ave Northbound N Miami Ave Southbound NW 23rd St Eastbound NW 23rd St Westbound Left Thru Rgt U R Left Thru Rgt U R* Left Thru Rgt U R Left Thru Rgt U Total Hourly Total 4:00 PM 4:15 PM 4:30 PM 4:45 PM 9 163 0 0 9 162 0 0 7 201 0 0 9 206 0 0 0 171 27 0 O 160 20 0 O 119 27 0 0 135 19 2 24 0 11 0 21 0 11 0 17 0 7 0 20 0 8 0 0 0 0 0 O 0 0 0 O 0 0 0 0 0 0 0 405 383 378 399 1565 1532 1570 1625 5:00 PM 5 170 0 0 0 139 29 0 25 0 4 0 0 0 0 0 372 1634 5:15 PM 4 218 0 0 0 141 21 1 25 0 11 0 0 0 0 0 421 1262 5:30 PM 5:45 PM Peak 15-Min Flowrates Left 6 216 0 0 9 192 0 0 Northbound Thru Rqt U R* Left O 149 36 0 O 133 34 2 Southbound Thru Rgt U R* Left 20 0 6 0 27 0 11 0 Eastbound Thru Rqt U R* Left O 0 0 0 O 0 0 0 Westbound Thru Rgt U R* 433 841 408 408 Total All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 36 872 0 0 4 8 0 0 56 4 8 0 0 O 596 144 8 O 20 0 4 4 0 12 4 0 108 0 44 0 0 0 0 0 36 0 0 8 0 O 0 0 0 0 0 0 0 0 0 0 0 0 1808 32 96 36 National Data & Surveying Serviceslntersection Turning Movement Count Location: NW Miami Ct & NW 22nd St/Perimeter Rd City: Miami Control: 2-Way Stop(EB/WB) Data - Total Project ID: 21-140336-002 Date: 12/16/2021 NS/EW Streets: NW Miami Ct NW Miami Ct NW 22nd St/Perimeter Rd NW 22nd St/Perimeter Rd AM 0 NL NORTHBOUND 0 0 NT NR 0 NU 0 SL SOUTHBOUND 0 0 ST SR 0 SU 0 EL EASTBOUND 0 0 ET ER 0 EU 0 WL WESTBOUND 0 0 WT WR 0 WU TOTAL 7:00 AM 1 2 1 0 0 2 0 0 0 1 0 2 6 4 0 0 19 7:15AM 1 1 1 0 1 2 0 2 0 3 0 0 3 3 0 0 17 7:30 AM 2 1 0 0 1 6 1 0 0 16 1 0 2 5 0 0 35 7:45 AM 1 3 3 0 6 9 8 0 0 34 2 0 1 23 3 0 93 8:00 AM 0 4 3 0 7 14 9 0 1 31 1 0 0 26 6 0 102 8:15 AM 1 0 2 0 1 4 1 0 0 14 0 0 0 4 1 1 29 8:30 AM 1 3 2 1 0 2 0 0 0 2 1 0 2 3 1 0 18 8:45 AM 2 1 1 0 0 1 0 0 0 3 2 0 0 8 1 0 19 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 9 15 13 1 16 40 19 2 1 104 7 2 14 76 12 1 332 APPROACH %'s : 23.68% 39.47% 34.21% 2.63% 20.78% 51.95% 24.68% 2.60% 0.88% 91.23% 6.14% 1.75% 13.59% 73.79% 11.65% 0.97% PEAK HR : 07:30 AM - 08:30 AM TOTAL PEAK HR VOL : 4 8 8 0 15 33 19 0 1 95 4 0 3 58 10 1 259 PEAK HR FACTOR: 0.500 0.500 0.667 0.714 0.000 0.536 0.589 0.528 0.558 0.000 0.250 0.699 0.500 0.694 0.000 0.375 0.558 0.417 0.563 0.250 0.635 PM 0 NL NORTHBOUND 0 0 NT NR 0 NU 0 SL SOUTHBOUND 0 0 ST SR 0 SU 0 EL EASTBOUND 0 0 ET ER 0 EU 0 WL WESTBOUND 0 0 WT WR 0 WU TOTAL 4:00 PM 3 4 2 0 1 4 3 0 1 9 2 0 2 4 1 0 36 4:15PM 0 7 5 0 2 3 3 0 3 12 1 0 1 11 1 0 49 4:30 PM 1 7 4 0 1 1 0 0 0 6 1 0 1 9 3 0 34 4:45 PM 2 3 3 0 1 3 0 0 0 12 1 0 0 4 2 0 31 5:00 PM 1 7 3 0 2 3 1 0 0 11 0 1 2 10 1 0 42 5:15 PM 0 9 5 0 1 7 1 0 0 15 1 0 0 11 3 0 53 5:30 PM 2 4 3 0 4 3 0 0 0 20 1 0 0 18 3 0 58 5:45PNI 2 9 1 0 1 2 1 0 0 11 1 0 2 5 2 0 37 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 11 50 26 0 13 26 9 0 4 96 8 1 8 72 16 0 340 APPROACH %'s : 12.64% 57.47% 29.89% 0.00% 27.08% 54.17% 18.75% 0.00% 3.67% 88.07% 7.34% 0.92% 8.33% 75.00% 16.67% 0.00% PEAK HR : 05:00 PM - 06:00 PM TOTAL PEAK HR VOL : 5 29 12 0 8 15 3 0 0 57 3 1 4 44 9 0 190 PEAK HR FACTOR: 0.625 0.806 0.600 0.821 0.000 0.500 0.536 0.750 0.722 0.000 0.000 0.713 0.750 0.726 0.250 0.500 0.611 0.750 0.679 0.000 0.819 07:30 AM - 08:30 AM PEAK HR VOLUME PEAK HR I 5:00 PM - 6:00 PM PEAK HR VOLUME 5 0 8 15 3 0 0 57 3 1 4 44 9 National Data & Surveying Serviceslntersection Turning Movement Count Location: NW Miami Ct & NW 22nd St/Perimeter Rd City: Miami Control: 2-Way Stop(EB/WB) Data - Bikes Project ID: 21-140336-002 Date: 12/16/2021 NS/EW Streets: NW Miami Ct NW Miami Ct NW 22nd St/Perimeter Rd NW 22nd St/Perimeter Rd AM o NL NORTHBOUND o o NT NR 0 NU o SL SOUTHBOUND 0 o ST SR o SU o EL EASTBOUND 0 o ET ER o EU o WL WESTBOUND o o WT WR o WU TOTAL 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 1 0 0 0 2 0 0 0 0 0 0 3 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 4 APPROACH %'s : 0.00% 100.00% 0.00% 0.00% 0.00% 100.00% 0.00% 0.00% PEAK HR : 07:30 AM - OS:30 AM TOTAL PEAK HR VOL : 0 0 0 0 0 1 0 0 0 2 0 0 0 0 0 0 3 PEAK HR FACTOR : 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.250 0.000 0.000 0.250 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.250 PM 0 NL NORTHBOUND 0 0 NT NR 0 NU 0 SL SOUTHBOUND 0 0 ST SR 0 SU 0 EL EASTBOUND 0 0 ET ER 0 EU 0 WL WESTBOUND 0 0 WT WR 0 WU TOTAL 4:00 PM 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 2 4:15PM 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4:30 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 2 4:45 PM 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 5:30 PM 0 2 0 0 0 1 0 0 1 0 0 0 0 0 0 0 4 5:45 PM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 1 4 0 0 0 3 1 0 1 2 0 0 0 1 0 0 13 APPROACH %'s : 20.00% 80.00% 0.00% 0.00% 0.00% 75.00% 25.00% 0.00% 33.33% 66.67% 0.00% 0.00% 0.00% 100.00% 0.00% 0.00% PEAK HR : 05:00 PM - 06:00 PM TOTAL PEAK HR VOL : 0 3 0 0 0 2 1 0 1 0 0 0 0 0 0 0 7 PEAK HR FACTOR : 0.000 0.375 0.000 0.375 0.000 0.000 0.500 0.250 0.750 0.000 0.250 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.438 0 2 1 0 1 0 0 0 0 0 0 0 A National Data & Surveying Serviceslntersection Turning Movement Location: NW Miami Ct & NW 22nd St/Perimeter Rd Count Project ID: 21-140336-002 City: Miami NS/EW Streets: Date: 12/16/2021 Data - Pedestrians (Crosswalks) NW Miami Ct NW Miami Ct NW 22nd St/Perimeter Rd NW 22nd St/Perimeter Rd AM NORTH LEG EB WB SOUTH LEG EB WB EAST LEG NB SB WEST LEG NB SB TOTAL 7:00 AM 7:15AM 7:30 AM 7:45 AM 0 0 0 0 0 1 1 1 0 0 0 1 0 0 0 0 19 8 4 5 0 2 5 2 0 0 1 2 0 1 2 0 19 11 13 12 8:00 AM 1 2 0 0 12 0 0 2 17 8:15AM 0 0 0 0 3 0 1 1 5 8:30 AM 1 2 3 0 4 2 0 1 13 8:45 AM 0 0 0 0 11 4 1 0 16 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES : 3 6 4 0 66 15 5 7 106 APPROACH %'s : 33.33% 66.67% 100.00% 0.00% 81.48% 18.52% 41.67% 58.33% PEAK HR : 07:30 AM - 08:30 AM TOTAL PEAK HR VOL : 2 4 1 0 24 7 4 5 47 PEAK HR FACTOR : 0.500 0.500 0.500 0.250 0.250 0.500 0.350 0.646 0.500 0.625 0.750 0.691 PM NORTH LEG EB WB SOUTH LEG EB WB EAST LEG NB SB WEST LEG NB SB TOTAL 4:OOPM 4:15 PM 4:30 PM 4:45PM 0 1 0 2 0 0 0 0 0 4 1 3 0 0 0 0 1 2 1 1 4 8 7 2 2 0 0 0 0 2 0 0 8 18 9 6 5:00 PM 3 1 0 2 0 1 1 1 9 5:15PM 0 0 0 3 0 0 0 0 3 5:30 PM 0 0 1 0 0 1 3 1 6 5:45PM 0 0 1 0 0 0 0 0 1 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES : 3 4 10 5 5 23 6 4 60 APPROACH %'s : 42.86% 57.14% 66.67% 33.33% 17.86% 82.14% 60.00% 40.00% PEAK HR : 05:00 PM - 06:00 PM _ TOTAL PEAK HR VOL : 3 1 2 5 0 2 4 2 19 PEAK HR FACTOR : 0.250 0.250 0.250 0.500 0.417 0.583 0.500 0.500 0.333 0.500 0.375 0.528 PEAK HR PEAK HR VOL : 530 PM - 6:OO1 PM I 2 5 0 2 4 TOTAL 2 II 19 LOCATION: NW Miami Ct & NW 22nd St/Perimeter Rd CITY/STATE: Miami, FL ♦ 67 19 ♦ 19 33 15 81 1 J t 10 72 Peak Hour Factor 95 0.63 100 4 i 41 ♦ 41 IZ 5 4 at ♦ 58 4 118 20 ♦ ♦ 7 ♦ 24 ♦ 4 t Peak -Hour: 07:30 AM - 08:30 AM Peak 15-Minute: 08:00 AM - 08:15 AM National Data & Surveying Services PRO ♦ 0.0 0.0 J 4.2 4.0 0.0 7, ♦4.1 0.0 ♦ 5.0 J n n J J .+1 44-• L21140336002 c T North This submittal needs to be sc hebu led fora public hearing in ccordance with t melines set forlh in the City of Miami Code. The applica de decision -making body -MR review the Information at the public hearing to render recommendation or a final decision. 0.0 r0.0 3.4 0 0.0 ♦ 2 milk 0 - h - 4J 15-Min Count Period Beginning At NW Miami Ct Northbound NW Miami Ct Southbound NW 22nd St/Perimeter Rd Eastbound NW 22nd St/Perimeter Rd Westbound Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Total Hourly Total 7:00 AM 1 2 1 0 0 2 0 0 0 1 0 2 7:15AM 1 1 1 0 1 2 0 2 0 3 0 0 6 4 0 0 19 164 3 3 0 0 17 247 7:30 AM 7:45 AM 2 1 0 0 1 3 3 0 1 6 1 0 6 9 8 0 0 16 1 0 O 34 2 0 2 5 0 0 35 259 1 23 3 0 93 242 8:00 AM 8:15 AM 8:30 AM 8:45 AM Peak 15-Min Flowrates Left 0 4 3 0 1 0 2 0 1 3 2 1 2 1 1 0 Northbound Thru Rqt U R* Left 7 14 9 0 1 4 1 0 O 2 0 0 O 1 0 0 Southbound Thru Rgt U R* Left 1 31 1 0 O 14 0 0 O 2 1 0 O 3 2 0 Eastbound Thru Rqt U R* Left 0 26 6 0 O 4 1 1 2 3 1 0 O 8 1 0 Westbound Thru Rqt U R* 102 29 18 19 Total 168 66 37 19 All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 8 16 12 0 0 0 0 0 4 0 0 0 0 28 56 36 0 O 8 0 0 12 0 4 0 0 4 136 8 0 O 4 0 0 12 0 8 0 0 8 104 24 4 0 0 0 0 48 0 0 0 0 444 12 76 12 LOCATION: NW Miami Ct & NW 22nd St/Perimeter Rd CITY/STATE: Miami, FL ♦ 26 39 ♦ 3 15 8 ♦4.1♦ `► 52 1 J t 9 57 Peak Hour Factor 57 0.82 61 3 i 5 29 ♦�� ♦ 22 2 4 0 9• h 3 ♦ 44 r 4 77 46 ♦ ♦ 2 4_57 ♦ 4 t ♦ 1 Peak -Hour: 05:00 PM - 06:00 PM Peak 15-Minute: 05:30 PM - 05:45 PM National Data & Surveying Services PRO ♦ 411 1.9 0.0 0.0 0.0 0.0 7, 0.♦ 0 ♦ 4.5 J .+1 44-• L21140336002 T North This subminal needs to be sc hobu led fora public hearing in ccordance with t melines set forth in the City of Miami Code.The applicase decision -making body will rSew the Information at the public hearing to render a recommendation or a final decision. 3.4 ♦ r0.0 0.0 2.2 ♦ 4 t ♦5 r5 ♦ 5 3 ♦ L t r ,7 15-Min Count Period Beginning At NW Miami Ct Northbound NW Miami Ct Southbound NW 22nd St/Perimeter Rd Eastbound NW 22nd St/Perimeter Rd Westbound Left Thru Rgt U R Left Thru Rgt U R* Left Thru Rgt U R Left Thru Rgt U Total Hourly Total 4:00 PM 4:15 PM 4:30 PM 4:45 PM 3 4 2 0 0 7 5 0 1 7 4 0 2 3 3 0 1 4 3 0 2 3 3 0 1 1 0 0 1 3 0 0 1 9 2 0 3 12 1 0 O 6 1 0 0 12 1 0 2 4 1 0 1 11 1 0 1 9 3 0 0 4 2 0 36 49 34 31 150 156 160 184 5:00 PM 1 7 3 0 2 3 1 0 0 11 0 1 2 10 1 0 42 190 5:15 PM 0 9 5 0 1 7 1 0 0 15 1 0 0 11 3 0 53 148 5:30 PM 5:45 PM Peak 15-Min Flowrates Left 2 4 3 0 2 9 1 0 Northbound Thru Rqt U R* Left 4 3 0 0 1 2 1 0 Southbound Thru Rgt U R* Left O 20 1 0 O 11 1 0 Eastbound Thru Rqt U R* Left 0 18 3 0 2 5 2 0 Westbound Thru Rgt U R* 58 95 37 37 Total All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 8 36 20 0 0 4 0 0 12 0 8 0 0 16 28 4 0 0 4 0 0 16 0 4 4 0 O 80 4 4 O 0 0 0 16 4 0 0 0 8 72 12 0 0 4 4 0 4 0 0 0 0 292 16 48 20 National Data & Surveying Serviceslntersection Turning Movement Count Location: N Miami Ave & NW 22nd St/Perimeter Rd City: Miami Control: 1-Way Stop(WB) Data - Total Project ID: 21-140336-003 Date: 12/16/2021 NS/EW Streets: N Miami Ave N Miami Ave NW 22nd St/Perimeter Rd NW 22nd St/Perimeter Rd AM 0 NL NORTHBOUND 0 0 NT NR 0 NU 0 SL SOUTHBOUND 0 0 ST SR 0 SU 0 EL EASTBOUND 0 0 ET ER 0 EU 0 WL WESTBOUND 0 0 WT WR 0 WU TOTAL 7:00 AM 0 37 1 0 1 76 5 0 2 0 0 0 1 0 1 0 124 7:15 AM 7 32 0 0 1 56 4 0 4 0 2 0 0 0 0 0 106 7:30 AM 0 43 0 0 1 93 4 0 1 0 9 0 1 0 0 0 152 7:45 AM 23 56 2 0 3 82 0 0 1 0 46 0 0 1 2 0 216 8:00 AM 31 50 2 0 0 150 3 0 2 0 34 0 0 0 2 0 274 8:15 AM 3 61 1 0 0 119 1 0 2 0 22 0 0 0 0 0 209 8:30 AM 2 62 1 0 1 108 4 0 3 0 1 0 0 0 1 0 183 8:45 AM 2 73 0 0 2 107 7 0 2 0 3 0 0 0 2 0 198 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 68 414 7 0 9 791 28 0 17 0 117 0 2 1 8 0 1462 APPROACH %'s : 13.91% 84.66% 1.43% 0.00% 1.09% 95.53% 3.38% 0.00% 12.69% 0.00% 87.31% 0.00% 18.18% 9.09% 72.73% 0.00% PEAK HR : 07:45 AM - 08:45 AM TOTAL PEAK HR VOL : 59 229 6 0 4 459 8 0 8 0 103 0 0 1 5 0 882 PEAK HR FACTOR: 0.476 0.923 0.750 0.886 0.000 0.333 0.765 0.500 0.770 0.000 0.667 0.000 0.560 0.590 0.000 0.000 0.250 0.625 0.500 0.000 0.805 PM 0 NL NORTHBOUND 0 0 NT NR 0 NU 0 SL SOUTHBOUND 0 0 ST SR 0 SU 0 EL EASTBOUND 0 0 ET ER 0 EU 0 WL WESTBOUND 0 0 WT WR 0 WU TOTAL 4:00 PM 2 146 0 0 0 161 2 0 7 0 6 0 0 0 0 0 324 4:15 PM 0 144 3 0 2 135 5 0 12 0 7 0 1 0 3 0 312 4:30 PM 9 146 0 0 2 130 6 0 4 0 4 0 1 1 4 0 307 4:45 PM 4 154 2 0 1 106 6 0 8 0 13 0 1 1 1 0 297 5:00 PM 15 139 1 0 0 129 3 0 7 0 2 0 2 0 1 0 299 5:15 PM 9 179 0 0 1 121 3 0 3 0 21 0 2 0 0 0 339 5:30 PM 13 156 0 0 0 143 4 0 10 0 19 0 0 0 1 0 346 5:45 PM 5 162 2 0 1 145 4 1 11 0 4 0 2 0 2 0 339 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 57 1226 8 0 7 1070 33 1 62 0 76 0 9 2 12 0 2563 APPROACH %'s : 4.42% 94.97% 0.62% 0.00% 0.63% 96.31% 2.97% 0.09% 44.93% 0.00% 55.07% 0.00% 39.13% 8.70% 52.17% 0.00% PEAK HR : 05:00 PM - 06:00 PM TOTAL PEAK HR VOL : 42 636 3 0 2 538 14 1 31 0 46 0 6 0 4 0 1323 PEAK HR FACTOR: 0.700 0.888 0.375 0.906 0.000 0.500 0.928 0.875 0.919 0.250 0.705 0.000 0.548 0.664 0.000 0.750 0.000 0.500 0.625 0.000 0.956 07:30 AM - 08:30 AM PEAK HR VOLUME I 57 210 PEAK HR I 5:00 PM - 6:00 PM PEAK HR VOLUME I 42 636 3 National Data & Surveying Serviceslntersection Turning Movement Count Location: N Miami Ave & NW 22nd St/Perimeter Rd City: Miami Control: 1-Way Stop(WB) Data - Bikes Project ID: 21-140336-003 Date: 12/16/2021 NS/EW Streets: N Miami Ave N Miami Ave NW 22nd St/Perimeter Rd NW 22nd St/Perimeter Rd AM o NL NORTHBOUND 0 0 NT NR 0 NU 0 SL SOUTHBOUND 0 0 ST SR 0 SU 0 EL EASTBOUND 0 0 ET ER 0 EU 0 WL WESTBOUND 0 0 WT WR 0 WU TOTAL 7:00 AM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2 7:15AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 7:30 AM 0 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 4 7:45 AM 0 1 0 0 0 1 0 0 0 0 2 0 0 0 0 0 4 8:00 AM 0 1 0 0 0 2 0 0 0 0 0 0 0 0 0 0 3 8:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 8:45 AM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 0 17 0 0 0 7 0 0 0 0 2 0 0 0 0 0 26 APPROACH %'s : 0.00% 100.00% 0.00% 0.00% 0.00% 100.00% 0.00% 0.00% 0.00% 0.00% 100.00% 0.00% PEAK HR : 07:45 AM - 06:45 AM TOTAL PEAK HR VOL : 0 11 0 0 0 3 0 0 0 0 2 0 0 0 0 0 16 PEAK HR FACTOR : 0.000 0.306 0.000 0.306 0.000 0.000 0.375 0.000 0.375 0.000 0.000 0.000 0.250 0.250 0.000 0.000 0.000 0.000 0.000 0.444 PM o NL NORTHBOUND 0 0 NT NR 0 NU 0 SL SOUTHBOUND 0 0 ST SR 0 SU 0 EL EASTBOUND 0 0 ET ER 0 EU 0 WL WESTBOUND 0 0 WT WR 0 WU TOTAL 4:00 PM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2 4:15PM 1 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 3 4:30 PM 0 1 0 0 0 5 0 0 0 0 0 0 0 0 0 0 6 4:45 PM 0 1 0 0 0 3 0 0 0 0 0 0 0 0 0 0 4 5:00 PM 0 1 0 0 0 1 0 0 0 0 1 0 0 0 0 0 3 5:15PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 5:30 PM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2 5:45 PM 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 1 7 0 0 0 14 0 0 0 0 2 0 0 0 0 0 24 APPROACH %'s : 12.50% 87.50% 0.00% 0.00% 0.00% 100.00% 0.00% 0.00% 0.00% 0.00% 100.00% 0.00% PEAK HR : 05:00 PM - 06:00 PM TOTAL PEAK HR VOL : 0 4 0 0 0 4 0 0 0 0 1 0 0 0 0 0 9 PEAK HR FACTOR : 0.000 0.500 0.000 0.500 0.000 0.000 0.500 0.000 0.500 0.000 0.000 0.000 0.250 0.250 0.000 0.000 0.000 0.000 0.000 0.750 0 4 0 0 0 0 1 0 0 0 0 0 A National Data & Surveying Serviceslntersection Turning Movement Location: N Miami Ave & NW 22nd St/Perimeter Rd Count Project ID: 21-140336-003 City: Miami NS/EW Streets: Date: 12/16/2021 Data - Pedestrians (Crosswalks) N Miami Ave N Miami Ave NW 22nd St/Perimeter Rd NW 22nd St/Perimeter Rd AM NORTH LEG EB WB SOUTH LEG EB WB EAST LEG NB SB WEST LEG NB SB TOTAL 7:00 AM 7:15AM 7:30 AM 7:45 AM 0 0 1 0 0 2 1 0 0 0 0 0 0 0 0 0 1 0 2 3 0 0 0 3 1 0 0 2 2 2 0 0 4 3 4 9 8:00 AM 0 0 0 0 1 0 1 0 2 8:15AM 0 1 0 0 6 3 0 1 11 8:30 AM 0 2 0 0 5 0 2 0 9 8:45 AM 1 0 0 1 2 2 1 1 8 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES : 3 5 0 1 20 8 7 6 50 APPROACH %'s : 37.50% 62.50% 0.00% 100.00% 71.43% 28.57% 53.85% 46.15% PEAK HR : 07:45 AM - 08:45 AM TOTAL PEAK HR VOL : 1 3 0 0 15 6 5 1 31 PEAK HR FACTOR : 0.250 0.375 0.500 0.625 0.500 0.583 0.625 0.250 0.750 0.705 PM NORTH LEG EB WB SOUTH LEG EB WB EAST LEG NB SB WEST LEG NB SB TOTAL 4:OOPM 4:15PM 4:30 PM 4:45 PM 1 0 0 0 1 0 0 0 0 2 0 0 0 3 0 0 5 3 2 12 1 6 7 3 1 1 3 0 2 1 4 4 10 16 17 19 5:OOPM 0 0 0 0 4 6 4 7 21 5:15PM 0 1 0 0 5 3 3 1 13 5:30 PM 0 0 2 0 8 9 1 1 21 5:45PM 0 0 0 0 1 3 2 8 14 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES : 2 1 4 3 40 38 15 28 131 APPROACH %'s : 66.67% 33.33% 57.14% 42.86% 51.28% 48.72% 34.88% 65.12% PEAK HR : 05:00 PM - 06:00 PM _ TOTAL PEAK HR VOL : 0 1 2 0 18 21 10 17 69 PEAK HR FACTOR : 0.250 0.250 0.250 0.250 0.563 0.583 0.574 0.625 0.531 0.614 0.821 PEAK HR PEAK HR VOL : 5.000 PM - 6:OO1 PM I 2 0 I 18 21 I 10 17 II T 69AL1 LOCATION: N Miami Ave & NW 22nd St/Perimeter Rd CITY/STATE: Miami, FL ♦ 471 242 ♦ 8 459 4 ♦ 0 + `► 68 8 J t 5 6 Peak Hour Factor 0 0.80 Alm 1 111 103 i r7_, 0 10 ♦ ♦ r' 53 229 6 ♦ 562 294 ♦ 5 J 0 3 ♦�h ♦ a 13 L + ♦ 15 4= 7tl e L.4 t 0 ♦tl Peak -Hour: 07:45 AM - 08:45 AM Peak 15-Minute: 08:00 AM - 08:15 AM National Data & Surveying Services PRO ♦ 1.5 12.5 0.0 3.6 I 11 • North 21-140336-003 r This submitlal needs to be sc hebuled fora public hearing in accordance with tl mellnes set forth in the City of Miami Code.The applica de decision -making bodywlll reIew the infonnaton al the public hearing to render a recommendation or a final decision. 5.7 ♦ 2.9 ♦ 2.8 J n 0J r0.0 0.0 4.4 ♦ 4 t tl 15-Min Count Period Beginning At N Miami Ave Northbound N Miami Ave Southbound NW 22nd St/Perimeter Rd Eastbound NW 22nd St/Perimeter Rd Westbound Left Thru Rgt U R Left Thru Rgt U R* Left Thru Rgt U R Left Thru Rgt U Total Hourly Total 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 0 37 1 0 7 32 0 0 0 43 0 0 23 56 2 0 31 50 2 0 1 76 5 0 1 56 4 0 1 93 4 0 3 82 0 0 0 150 3 0 2 0 0 0 4 0 2 0 1 0 9 0 1 0 46 0 2 0 34 0 1 0 1 0 O 0 0 0 1 0 0 0 O 1 2 0 0 0 2 0 124 106 152 216 274 598 748 851 882 864 8:15 AM 3 61 1 0 0 119 1 0 2 0 22 0 0 0 0 0 209 590 8:30 AM 2 62 1 0 1 108 4 0 3 0 1 0 0 0 1 0 183 381 8:45 AM 2 73 0 0 Peak 15-Min Northbound Flowrates Left Thru Rqt U 2 107 7 0 Southbound R* Left Thru Rgt U 2 0 3 0 Eastbound R* Left Thru Rqt U O 0 2 0 Westbound R* Left Thru Rgt U R* 198 198 Total All Vehicles Heavy Trucks Pedestrians Bicycles Ruses Stopped Buses 124 248 8 0 0 20 0 0 0 0 36 0 0 12 600 16 0 0 24 4 0 8 0 8 0 0 12 0 184 0 4 0 8 0 8 0 0 8 0 O 4 8 0 0 0 0 0 36 0 0 0 0 1216 60 52 52 LOCATION: N Miami Ave & NW 22nd St/Perimeter Rd CITY/STATE: Miami, FL ♦ 555 671 ♦ 14 538 3 ♦ ♦ `► ♦ 56 31 J L 4 ,0 Peak Hour Factor 0 ♦ 0.96 ♦ 0 77 46 ,. r 6 6 ♦ ♦ r' 42 37_, ♦ 590 681 ♦ ♦ 17 ♦ ♦ 21 Peak -Hour: 05:00 PM - 06:00 PM Peak 15-Minute: 05:30 PM - 05:45 PM National Data & Surveying Services PRO ♦ ♦ 1.8 0.0 0.0 mile 0.0 0.0 7, r 0.0 0.0 This submittal needs to be scheduled fora public hearing in ccordance with t melines set forth in the City of Miami Code.The applicat/e decision -making body -MR review the Information at the public hearing to render recommendation or a final decision. ♦� ♦ ,,7_,0.00 1.3 0.0 ♦ 1.0 1.2 ♦ I 11 • T North 21-140336-003 r n a 0 ro ♦ 4 J t ♦ r►7 15-Min Count Period Beginning At N Miami Ave Northbound N Miami Ave Southbound NW 22nd St/Perimeter Rd Eastbound NW 22nd St/Perimeter Rd Westbound Left Thru Rgt U R Left Thru Rgt U R* Left Thru Rgt U R Left Thru Rgt U Total Hourly Total 4:00 PM 4:15 PM 4:30 PM 4:45 PM 2 146 0 0 0 144 3 0 9 146 0 0 4 154 2 0 0 161 2 0 2 135 5 0 2 130 6 0 1 106 6 0 7 0 6 0 12 0 7 0 4 0 4 0 8 0 13 0 0 0 0 0 1 0 3 0 1 1 4 0 1 1 1 0 324 312 307 297 1240 1215 1242 1281 5:00 PM 15 139 1 0 0 129 3 0 7 0 2 0 2 0 1 0 299 1323 5:15 PM 9 179 0 0 1 121 3 0 3 0 21 0 2 0 0 0 339 1024 5:30 PM 5:45 PM Peak 15-Min Flowrates Left 13 156 0 0 5 162 2 0 Northbound Thru Rqt U R* Left 0 143 4 0 1 145 4 1 Southbound Thru Rgt U R* Left 10 0 19 0 11 0 4 0 Eastbound Thru Rqt U R* Left 0 0 1 0 2 0 2 0 Westbound Thru Rgt U R* 346 685 339 339 Total All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 60 716 8 0 0 12 0 0 8 0 8 0 0 4 580 16 4 0 12 4 0 4 0 8 0 0 44 0 84 0 0 0 0 0 44 0 0 4 0 8 0 8 0 0 0 0 0 68 0 0 0 0 1532 28 124 20 National Data & Surveying Serviceslntersection Turning Movement Count Location: NW 2nd Ave & NW 22nd St/Perimeter Rd City: Miami Control: 2-Way Stop(EB/WB) Data - Total Project ID: 21-140337-004 Date: 12/16/2021 NS/EW Streets: NW 2nd Ave NW 2nd Ave NW 22nd St/Perimeter Rd NW 22nd St/Perimeter Rd AM 0 NL NORTHBOUND 0 0 NT NR 0 NU 0 SL SOUTHBOUND 0 0 ST SR 0 SU 0 EL EASTBOUND 0 0 ET ER 0 EU 0 WL WESTBOUND 0 0 WT WR 0 WU TOTAL 7:00 AM 0 37 0 0 4 43 0 0 0 0 0 0 0 0 1 0 85 7:15 AM 0 35 1 0 0 27 0 0 0 0 0 0 1 0 2 0 66 7:30 AM 0 55 3 0 0 57 0 0 0 0 0 0 2 0 8 0 125 7:45 AM 0 60 4 0 3 33 0 0 0 0 0 0 0 0 23 0 123 8:00 AM 0 54 2 0 4 54 0 0 0 0 0 0 3 0 18 0 135 8:15 AM 0 55 1 0 1 65 0 0 0 0 0 0 2 0 7 0 131 8:30 AM 0 48 1 0 3 47 0 0 0 0 0 0 3 0 0 0 102 8:45 AM 0 51 1 0 5 52 0 0 0 0 0 0 1 0 6 0 116 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 0 395 13 0 20 378 0 0 0 0 0 0 12 0 65 0 883 APPROACH %'s : 0.00% 96.81% 3.19% 0.00% 5.03% 94.97% 0.00% 0.00% 15.58% 0.00% 84.42% 0.00% PEAK HR : 07:30 AM - 08:30 AM TOTAL PEAK HR VOL : 0 224 10 0 8 209 0 0 0 0 0 0 7 0 56 0 514 PEAK HR FACTOR: 0.000 0.933 0.625 0.914 0.000 0.500 0.804 0.000 0.822 0.000 0.000 0.000 0.000 0.000 0.583 0.000 0.609 0.685 0.000 0.952 PM 0 NL NORTHBOUND 0 0 NT NR 0 NU 0 SL SOUTHBOUND 0 0 ST SR 0 SU 0 EL EASTBOUND 0 0 ET ER 0 EU 0 WL WESTBOUND 0 0 WT WR 0 WU TOTAL 4:00 PM 0 100 4 0 9 67 0 0 0 0 0 0 2 0 12 0 194 4:15 PM 0 86 2 0 8 75 0 1 0 0 0 0 3 0 11 0 186 4:30 PM 0 98 3 0 6 65 0 1 0 0 0 0 2 0 19 0 194 4:45 PM 0 100 6 0 4 52 0 0 0 0 0 0 2 0 14 0 178 5:00 PM 0 113 2 0 10 64 0 1 0 0 0 0 12 0 14 0 216 5:15 PM 0 87 6 0 12 77 0 0 0 0 0 0 4 0 20 0 206 5:30 PM 0 112 5 0 8 60 0 1 0 0 0 0 7 0 22 0 215 5:45 PM 0 93 3 0 11 76 0 0 0 0 0 0 2 0 8 0 193 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 0 789 31 0 68 536 0 4 0 0 0 0 34 0 120 0 1582 APPROACH %'s : 0.00% 96.22% 3.78% 0.00% 11.18% 88.16% 0.00% 0.66% 22.08% 0.00% 77.92% 0.00% PEAK HR : 05:00 PM - 06:00 PM TOTAL PEAK HR VOL : 0 405 16 0 41 277 0 2 0 0 0 0 25 0 64 0 830 PEAK HR FACTOR: 0.000 0.896 0.667 0.900 0.000 0.854 0.899 0.000 0.899 0.500 0.000 0.000 0.000 0.000 0.521 0.000 0.727 0.767 0.000 0.961 07:30 AM - 08:30 AM PEAK HR VOLUME PEAK HR I 5:00 PM - 6:00 PM PEAK HR VOLUME 0 0 41 277 0 2 0 0 0 0 25 0 64 National Data & Surveying Serviceslntersection Turning Movement Count Location: NW 2nd Ave & NW 22nd St/Perimeter Rd City: Miami Control: 2-Way Stop(EB/WB) Data - Bikes Project ID: 21-140337-004 Date: 12/16/2021 NS/EW Streets: NW 2nd Ave NW 2nd Ave NW 22nd St/Perimeter Rd NW 22nd St/Perimeter Rd AM o NL NORTHBOUND 0 0 NT NR 0 NU 0 SL SOUTHBOUND 0 0 ST SR 0 SU 0 EL EASTBOUND 0 0 ET ER 0 EU 0 WL WESTBOUND 0 0 WT WR 0 WU TOTAL 7:00 AM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2 7:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 2 0 0 0 1 0 0 0 0 0 0 0 0 0 0 3 8:00 AM 0 2 0 0 0 1 0 0 0 0 0 0 0 0 0 0 3 8:15AM 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 8:30 AM 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 3 8:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 2 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 0 6 0 0 0 8 0 0 0 0 0 0 0 0 1 0 15 APPROACH %'s : 0.00% 100.00% 0.00% 0.00% 0.00% 100.00% 0.00% 0.00% 0.00% 0.00% 100.00% 0.00% PEAK HR : 07:30 AM - 06:30 AM TOTAL PEAK HR VOL : 0 4 0 0 0 4 0 0 0 0 0 0 0 0 0 0 8 PEAK HR FACTOR : 0.000 0.500 0.000 0.500 0.000 0.000 0.500 0.000 0.500 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.667 PM 0 NL NORTHBOUND 0 0 NT NR 0 NU 0 SL SOUTHBOUND 0 0 ST SR 0 SU 0 EL EASTBOUND 0 0 ET ER 0 EU 0 WL WESTBOUND 0 0 WT WR 0 WU TOTAL 4:00 PM 0 3 1 0 0 2 0 0 0 0 0 0 0 0 0 0 6 4:15PM 0 2 0 0 0 5 0 0 0 0 0 0 0 0 0 0 7 4:30 PM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2 4:45 PM 0 1 1 0 0 3 0 0 0 0 0 0 1 0 0 0 6 5:00 PM 0 2 0 0 1 2 0 0 0 0 0 0 0 0 1 0 6 5:15PM 0 2 1 0 0 0 0 0 0 0 0 0 1 0 0 0 4 5:30 PM 0 3 1 0 0 5 0 0 0 0 0 0 0 0 0 0 9 5:45 PM 0 1 1 0 0 5 0 0 0 0 0 0 0 0 0 0 7 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 0 15 5 0 1 23 0 0 0 0 0 0 2 0 1 0 47 APPROACH %'s : 0.00% 75.00% 25.00% 0.00°/u 4.17% 95.83% 0.00% 0.00°/u 66.67% 0.00% 33.33% 0.00% PEAK HR : 05:00 PM - 06:00 PM TOTAL PEAK HR VOL : 0 8 3 0 1 12 0 0 0 0 0 0 1 0 1 0 26 PEAK HR FACTOR : 0.000 0.667 0.750 0.688 0.000 0.250 0.600 0.000 0.650 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.250 0.500 0.000 0.722 1 12 0 0 0 0 0 0 1 0 1 0 4 National Data & Surveying Serviceslntersection Turning Movement Location: NW 2nd Ave & NW 22nd St/Perimeter Rd Count Project ID: 21-140337-004 Date: 12/16/2021 Data - Pedestrians (Crosswalks) City: Miami NS/EW Streets: NW 2nd Ave NW 2nd Ave NW 22nd St/Perimeter Rd NW 22nd St/Perimeter Rd AM NORTH LEG EB WB SOUTH LEG EB WB EAST LEG NB SB WEST LEG NB SB TOTAL 7:00 AM 7:15AM 7:30 AM 7:45 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 2 1 6 1 0 0 2 1 0 0 0 0 0 0 0 0 2 1 9 3 8:00 AM 1 0 3 0 6 0 0 0 10 8:15AM 0 1 1 1 6 2 0 0 11 8:30 AM 0 0 1 0 1 0 0 0 2 8:45 AM 0 0 0 1 0 1 0 0 2 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES : 1 2 5 3 23 6 0 0 40 APPROACH %'s : 33.33% 66.67% 62.50% 37.50% 79.31% 20.69% PEAK HR : 07:30 AM - 08:30 AM TOTAL PEAK HR VOL : 1 2 4 2 19 5 0 0 33 PEAK HR FACTOR : 0.250 0.500 0.750 0.333 0.500 0.500 0.792 0.625 0.750 0.750 PM NORTH LEG EB WB SOUTH LEG EB WB EAST LEG NB SB WEST LEG NB SB TOTAL 4:00 PM 4:15PM 4:30 PM 4:45 PM 4 4 0 2 1 3 4 0 5 3 1 2 3 1 3 1 14 8 6 13 16 3 7 9 0 0 0 0 0 0 0 0 46 17 21 29 5:00 PM 3 2 0 0 11 17 0 0 33 5:15 PM 4 7 0 1 12 19 0 0 43 5:30 PM 7 2 9 0 17 5 0 0 40 5:45 PM 3 9 5 1 19 18 0 0 55 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES : 26 29 25 10 100 94 0 0 284 APPROACH %'s : 47.27% 52.73% 71.43% 28.57% 51.55% 48.45% PEAK HR : 05:00 PM - 06:00 PM _ TOTAL PEAK HR VOL : 17 20 14 2 59 59 0 0 171 PEAK HR FACTOR : 0.607 0.556 0.771 0.389 0.500 0.444 0.776 0.776 0.797 0.777 PEAK HR PEAK HR VOL : 5:007 PM - 6:0 20M I 14 2 I 59 59 I 0 TOTAL 0 II 171 LOCATION: NW 2nd Ave & NW 22nd St/Perimeter Rd CITY/STATE: Miami, FL ♦ 217 280 0 209 8 ♦ ♦ `► S Peak Hour Factor 0 0 At 0.95 At. 56 63 ♦ 0 ✓ 7 18 22224 it. � ♦ 234 2I ♦ 13 + 19 t 4 t 3 0 7, r 0 7 41 0 I - Peak -Hour: 07:30 AM - 08:30 AM Peak 15-Minute: 08:00 AM - 08:15 AM National Data & Surveying Services PRO ♦ 0.0 0.0 0.0 0 h This submittal needs to be schoduletl fora public hearing in ccortlance wah timelines sot forth in the City of Miami Code. The spplicatle decIsion-makIng body NOR review the Inforrnaaon at the public hearing to render a recommendation or aline' decision. 4.9 4 ♦ PZ-21-11667 12/29/22 r0.0 0.0 0 4.7 4 t ♦5 r5 4 00 7 15-Min Count Period Beginning At NW 2nd Ave Northbound NW 2nd Ave Southbound NW 22nd St/Perimeter Rd Eastbound NW 22nd St/Perimeter Rd Westbound Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Total Hourly Total 7:00 AM 0 37 0 0 7:15 AM 0 35 1 0 4 43 0 0 0 27 0 0 0 0 0 0 O 0 0 0 0 0 1 0 85 399 1 0 2 0 66 449 7:30 AM 0 55 3 0 7:45 AM 0 60 4 0 0 57 0 0 3 33 0 0 0 0 0 0 O 0 0 0 2 0 8 0 125 514 0 0 23 0 123 491 8:00 AM 8:15 AM 8:30 AM 8:45 AM Peak 15-Min Flowrates Left 0 54 2 0 O 55 1 0 O 48 1 0 O 51 1 0 Northbound Thru Rut U R* Left 4 54 0 0 1 65 0 0 3 47 0 0 5 52 0 0 Southbound Thru Rgt U R* Left 0 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 Eastbound Thru Rut U R* Left 3 0 18 0 2 0 7 0 3 0 0 0 1 0 6 0 Westbound Thru Rgt U R* 135 131 102 116 Total 484 349 218 116 All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses O 240 16 0 O 24 0 0 12 0 8 0 0 16 260 0 0 0 20 0 0 4 0 8 0 0 O 0 0 0 O 0 0 0 0 0 0 0 0 12 0 92 0 0 0 8 0 32 0 0 0 0 636 52 48 16 LOCATION: NW 2nd Ave & NW 22nd St/Perimeter Rd CITY/STATE: Miami, FL ♦ 320 469 ♦ 0 277 43 o J t Peak Hour Factor 64 B9 O ♦ 0.96 O i ♦ 302 17 ♦ 0 r 25 59 ♦405 Ir►�♦ 421 ♦ 20 Peak -Hour: 05:00 PM - 06:00 PM Peak 15-Minute: 05:00 PM - 05:15 PM National Data & Surveying Services PRO ♦ 411 0.0 0.0 0.0 0.0 0.0 7. 0.♦ 0 ♦ 3.3 This submitlal needs to be scheduled fora public hearing In accordance with timelines set forth in the City of Miami Code. -The applied Lie decision -making body will review the information al the public hearing to render a recommendation or a final decision. 2.7 g. 3.1 PZ-21-11667 12/29/22 r0.0 3.5 0 12 1 _Lon ♦ J t1 ♦5 15-Min Count Period Beginning At NW 2nd Ave Northbound NW 2nd Ave Southbound NW 22nd St/Perimeter Rd Eastbound NW 22nd St/Perimeter Rd Westbound Left Thru Rgt U R Left Thru Rgt U R* Left Thru Rgt U R Left Thru Rgt U Total Hourly Total 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 0 100 4 0 O 86 2 0 O 98 3 0 O 100 6 0 0 113 2 0 9 67 0 0 8 75 0 1 6 65 0 1 4 52 0 0 10 64 0 1 0 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 0 0 0 0 2 0 12 0 3 0 11 0 2 0 19 0 2 0 14 0 12 0 14 0 194 186 194 178 216 752 774 794 815 830 5:15 PM 5:30 PM 5:45 PM 87 6 0 112 5 0 93 3 0 12 77 0 0 8 60 0 1 11 76 0 0 O 0 0 0 O 0 0 0 O 0 0 0 4 0 20 0 7 0 22 0 2 0 8 0 206 215 193 614 408 193 Peak 15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Rqt U R* Left Thru Rgt U R* Left Thru Rqt U R* Left Thru Rgt U R* Total All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses O 452 24 0 O 20 4 0 36 0 12 4 0 48 308 0 4 0 16 0 0 48 4 20 0 0 O 0 0 0 O 0 0 0 0 0 0 0 0 48 0 88 0 0 0 0 0 148 4 0 4 0 972 40 232 48 National Data & Surveying Serviceslntersection Turning Movement Count Location: NW 2nd Ave & NW 20th St City: Miami Control: Signalized Data - Total Project ID: 21-140336-004 Date: 12/16/2021 NS/EW Streets: NW 2nd Ave NW 2nd Ave NW 20th St NW 20th St AM 0 NL NORTHBOUND 0 0 NT NR 0 NU 0 SL SOUTHBOUND 0 0 ST SR 0 SU 0 EL EASTBOUND 0 0 ET ER 0 EU 0 WL WESTBOUND 0 0 WT WR 0 WU TOTAL 7:00 AM 0 1 0 0 13 0 26 0 21 100 0 0 0 76 7 0 244 7:15 AM 2 0 0 0 16 0 11 0 18 113 1 0 0 76 5 0 242 7:30 AM 0 0 2 0 29 0 22 0 25 143 1 0 0 89 9 0 320 7:45 AM 1 0 2 0 26 0 22 0 35 142 0 0 0 89 11 0 328 8:00 AM 1 0 3 0 40 1 31 0 38 147 0 0 0 121 17 0 399 8:15 AM 1 1 2 0 37 0 35 0 21 133 2 0 0 101 15 0 348 8:30 AM 0 1 1 0 27 0 24 0 27 143 0 0 0 94 11 0 328 8:45 AM 2 1 2 0 28 0 27 0 24 143 0 0 0 67 14 0 308 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 7 4 12 0 216 1 198 0 209 1064 4 0 0 713 89 0 2517 APPROACH %'s : 30.43% 17.39% 52.17% 0.00% 52.05% 0.24% 47.71% 0.00% 16.37% 83.32% 0.31% 0.00% 0.00% 88.90% 11.10% 0.00% PEAK HR : 07:45 AM - 08:45 AM TOTAL PEAK HR VOL : 3 2 8 0 130 1 112 0 121 565 2 0 0 405 54 0 1403 PEAK HR FACTOR: 0.750 0.500 0.667 0.813 0.000 0.813 0.250 0.800 0.844 0.000 0.796 0.961 0.250 0.930 0.000 0.000 0.837 0.794 0.832 0.000 0.879 PM 0 NL NORTHBOUND 0 0 NT NR 0 NU 0 SL SOUTHBOUND 0 0 ST SR 0 SU 0 EL EASTBOUND 0 0 ET ER 0 EU 0 WL WESTBOUND 0 0 WT WR 0 WU TOTAL 4:00 PM 2 0 3 0 42 0 32 0 43 131 0 1 0 125 40 0 419 4:15 PM 0 0 2 0 36 0 39 0 34 131 0 0 0 133 33 0 408 4:30 PM 0 0 2 0 23 0 32 0 46 112 0 0 0 142 38 0 395 4:45 PM 1 1 4 0 28 0 23 0 48 152 2 0 0 162 35 0 456 5:00 PM 0 0 5 0 39 0 32 0 54 143 0 0 0 121 33 0 427 5:15 PM 2 1 2 0 36 0 30 0 42 158 0 0 0 151 38 0 460 5:30 PM 1 0 4 0 37 0 35 0 53 154 0 0 0 148 50 0 482 5:45 PM 2 0 3 0 44 0 32 0 43 149 0 0 0 132 41 0 446 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 8 2 25 0 285 0 255 0 363 1130 2 1 0 1114 308 0 3493 APPROACH %'s : 22.86% 5.71% 71.43% 0.00% 52.78% 0.00% 47.22% 0.00% 24.26% 75.53% 0.13% 0.07% 0.00% 78.34% 21.66% 0.00% PEAK HR : 04:45 PM - 05:45 PM TOTAL PEAK HR VOL : 4 2 15 0 140 0 120 0 197 607 2 0 0 582 156 0 1825 PEAK HR FACTOR: 0.500 0.500 0.750 0.875 0.000 0.897 0.000 0.857 0.903 0.000 0.912 0.960 0.250 0.973 0.000 0.000 0.898 0.780 0.932 0.000 0.947 07:30 AM - 08:30 AM PEAK HR VOLUME PEAK HR I 5:00 PM - 6:00 PM PEAK HR VOLUME 5 0 156 0 129 0 119 565 192 604 0 0 0 552 162 National Data & Surveying Serviceslntersection Turning Movement Count Location: NW 2nd Ave & NW 20th St City: Miami Control: Signalized Data - Bikes Project ID: 21-140336-004 Date: 12/16/2021 NS/EW Streets: NW 2nd Ave NW 2nd Ave NW 20th St NW 20th St AM o NL NORTHBOUND 0 0 NT NR 0 NU 0 SL SOUTHBOUND 0 0 ST SR 0 SU 0 EL EASTBOUND 0 0 ET ER 0 EU 0 WL WESTBOUND 0 0 WT WR 0 WU TOTAL 7:00 AM 0 0 0 0 0 0 1 0 1 2 0 0 0 2 0 0 6 7:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 7:30 AM 1 0 0 0 0 0 1 0 0 1 0 0 0 1 1 0 5 7:45 AM 0 0 0 0 0 0 1 0 0 4 0 0 0 1 0 0 6 8:00 AM 0 0 0 0 0 0 0 0 0 2 0 0 0 1 1 0 4 8:15AM 0 0 0 0 0 1 2 0 0 0 0 0 0 2 0 0 5 8:30 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 8:45 AM 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 2 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 1 0 0 0 1 1 7 0 1 10 0 0 0 8 2 0 31 APPROACH %'s : 100.00% 0.00% 0.00% 0.00% 11.11% 11.11% 77.78% 0.00% 9.09% 90.91% 0.00% 0.00% 0.00% 80.00% 20.00% 0.00% PEAK HR : 07:45 AM - OS:45 AM TOTAL PEAK HR VOL : 0 0 0 0 0 1 4 0 0 7 0 0 0 4 1 0 17 PEAK HR FACTOR : 0.000 0.000 0.000 0.000 0.000 0.250 0.500 0.417 0.000 0.000 0.438 0.000 0.438 0.000 0.000 0.500 0.250 0.625 0.000 0.708 PM 0 NL NORTHBOUND 0 0 NT NR 0 NU 0 SL SOUTHBOUND 0 0 ST SR 0 SU 0 EL EASTBOUND 0 0 ET ER 0 EU 0 WL WESTBOUND 0 0 WT WR 0 WU TOTAL 4:00 PM 0 1 1 0 0 0 1 0 2 0 0 0 0 2 1 0 8 4:15PM 0 0 0 0 0 2 1 0 1 1 0 0 0 1 0 0 6 4:30 PM 1 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0 3 4:45 PM 0 1 0 0 1 1 0 0 0 1 0 0 0 2 0 0 6 5:00 PM 0 1 0 0 0 0 2 0 1 0 0 0 0 0 1 0 5 5:15PM 0 0 0 0 0 1 1 0 2 3 0 0 0 0 3 0 10 5:30 PM 0 1 1 0 1 0 2 0 2 4 0 0 0 2 2 0 15 5:45 PM 0 0 0 0 1 0 0 0 1 2 0 0 0 1 0 0 5 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 1 4 3 0 3 4 7 0 9 12 0 0 0 8 7 0 58 APPROACH %'s : 12.50% 50.00% 37.50% 0.00% 21.43% 28.57% 50.00% 0.00% 42.86% 57.14% 0.00% 0.00% 0.00% 53.33% 46.67% 0.00% PEAK HR : 04:45 PM - 05:45 PM TOTAL PEAK HR VOL : 0 3 1 0 2 2 5 0 5 8 0 0 0 4 6 0 36 PEAK HR FACTOR : 0.000 0.750 0.250 0.500 0.000 0.500 0.500 0.625 0.750 0.000 0.625 0.500 0.000 0.542 0.000 0.000 0.500 0.500 0.625 0.000 0.600 2 1 5 0 6 9 0 0 0 3 6 0 Al National Data & Surveying Serviceslntersection Turning Movement Location: NW 2nd Ave & NW 20th St Count Project ID: 21-140336-004 City: Miami Date: 12/16/2021 Data - Pedestrians (Crosswalks) NS/ EW Streets: NW 2nd Ave NW 2nd Ave NW 20th St NW 20th St AM NORTH LEG EB WB SOUTH LEG EB WB EAST LEG NB SB WEST LEG NB SB TOTAL 7:00 AM 7:15AM 7:30 AM 7:45 AM 0 1 0 0 0 1 0 0 0 2 1 0 0 0 1 2 1 1 0 0 0 0 0 0 0 0 1 1 0 1 0 0 2 4 4 3 8:00 AM 0 0 0 0 2 0 1 1 4 8:15AM 0 0 0 2 3 0 2 0 7 8:30 AM 1 0 2 1 0 1 0 0 5 8:45 AM 0 0 0 0 0 0 0 0 0 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES : 1 2 5 6 7 1 5 2 29 APPROACH %'s : 33.33% 66.67% 45.45% 54.55% 87.50% 12.50% 71.43% 28.57% PEAK HR : 07:45 AM - 08:45 AM TOTAL PEAK HR VOL : 1 0 2 5 5 1 4 1 19 PEAK HR FACTOR : 0.250 0.250 0.250 0.625 0.583 0.417 0.250 0.500 0.500 0.250 0.625 0.679 PM NORTH LEG EB WB SOUTH LEG EB WB EAST LEG NB SB WEST LEG NB SB TOTAL 4:00 PM 4:15PM 4:30 PM 4:45PM 1 2 0 0 0 1 1 4 3 2 5 3 3 1 2 0 0 1 0 1 1 0 1 1 1 3 7 1 0 1 3 1 11 8 19 12 5:00 PM 0 0 1 1 1 0 0 0 3 5:15PM 0 1 3 0 1 0 0 2 7 5:30 PM 1 0 0 1 0 0 1 2 5 5:45PM 1 1 2 4 0 2 3 0 13 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES : 4 9 19 12 4 5 16 9 78 APPROACH %'s : 30.77% 69.23% 61.29% 38.71% 44.44% 55.56% 64.00% 36.00% PEAK HR : 04:45 PM - 05:45 PM TOTA PEAK HR VOL : 2 5 7 2 3 1 2 5 27 PEAK HR FACTOR : 0.500 0.313 0.350 0.583 0.500 0.750 0.750 0.250 0.500 0.500 0.625 0.583 0.56 PEAK HR PEAK HR VOL 5:00:00 PM - 6:00 PM 2 2 6 6 2 2 4 4 LOCATION: NW 2nd Ave & NW 20th St PRO CITY/STATE: Miami, FL ♦ 243 177 At 112 1 130 ♦ ♦ `► 520 121 J L 54 4"Peak Hour Factor 565 0.88 688 2 i ♦�4„ 3 2 ♦ 3 ♦ 4 Alm 405 ✓ 0 703 13 At 47 7 9 0 5 .1 ♦ 4 2 J L 3 28 0 h 19 ✓ 5 Peak -Hour: 07:45 AM - 08:45 AM Peak 15-Minute: 08:00 AM - 08:15 AM National Data & Surveying Services T North 21-140336-004 5.4 1.7 5.0 4.4 0.0 7, ♦74, 0.0 ♦ 0.0 4 1 tlJ This submitlal needs to be sc hebuled fora public hearing in accordance with timelines set forth in the Sty of Miami Code.The applica de decision -making bodywlll reIew the infonnadon al the public hearing to render a recommendation or a final decision. 0.0 r0.0 4.7 0.0 ♦ 4 i+ 15-Min Count Period Beginning At NW 2nd Ave Northbound NW 2nd Ave Southbound NW 20th St Eastbound NW 20th St Westbound Left Thru Rgt U R Left Thru Rgt U R* Left Thru Rgt U R Left Thru Rgt U Total Hourly Total 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 0 1 0 0 2 0 0 0 0 0 2 0 1 0 2 0 1 0 3 0 13 0 26 0 16 0 11 0 29 0 22 0 26 0 22 0 40 1 31 0 21 100 0 0 18 113 1 0 25 143 1 0 35 142 0 0 38 147 0 0 0 76 7 0 O 76 5 0 O 89 9 0 O 89 11 0 0 121 17 0 244 242 320 328 399 1134 1289 1395 1403 1383 8:15 AM 1 1 2 0 37 0 35 0 21 133 2 0 0 101 15 0 348 984 8:30 AM 0 1 1 0 27 0 24 0 27 143 0 0 0 94 11 0 328 636 8:45 AM 2 1 2 0 Peak 15-Min Northbound Flowrates Left Thru Rot U 28 0 27 0 Southbound R* Left Thru Rgt U 24 143 0 0 Eastbound R* Left Thru Rot U O 67 14 0 Westbound R* Left Thru Rgt U R* 308 308 Total All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 4 4 12 0 0 0 0 0 12 0 0 0 0 160 4 140 0 12 0 12 0 4 0 4 8 0 152 588 8 0 4 32 0 0 8 0 16 0 0 O 484 68 0 0 24 4 0 12 0 8 4 0 1624 88 36 40 LOCATION: NW 2nd Ave & NW 20th St CITY/STATE: Miami, FL ♦ 260 120 706 197 J Peak 607 355 ♦ 0 140 ♦ Hour Factor t 156 738 0.95 ♦ 582 PRO Peak -Hour: 04:45 PM - 05:45 PM Peak 15-Minute: 05:30 PM - 05:45 PM 3.7 4.6 2.8 3.2 0.0 7, ♦ 0.0 National Data & Surveying Services —► T North 21-140336-004 FZ 5 J 8 0.0 Z h This submitlal needs to be sc hebu led fora public hearing in accordance with timelines set forth in the City of Miami Cede.The applica de decision -making bedywlll relew the infonnaton al the public hearing to render a recommendation or a final decision. 0.0 r0.0 2.8 0.0 ♦ 2 2 t6 ♦ 4 rtl 3 ♦ Ir1 Lli t Tr ♦ I+ 7 r 15-Min Count Period Beginning At NW 2nd Ave Northbound NW 2nd Ave Southbound NW 20th St Eastbound NW 20th St Westbound Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Total Hourly Total 4:00 PM 2 4:15 PM 0 4:30 PM 0 0 3 0 O 2 0 O 2 0 42 36 23 0 0 0 32 39 32 0 0 0 43 34 46 131 131 112 0 0 0 0 0 0 0 0 125 133 142 40 33 38 0 0 0 419 408 395 1678 1686 1738 4:45 PM 5:00 PM 5:15 PM 5:30 PM 0 2 0 0 4 0 5 0 2 0 4 0 28 39 36 37 0 0 0 0 23 32 30 35 0 0 0 0 48 54 42 53 152 143 158 154 2 0 0 0 0 0 0 0 0 0 0 0 162 121 151 148 35 33 38 50 0 0 0 0 456 427 460 482 1825 1815 1388 928 5:45 PM 2 Peak 15-Min Flowrates Left O 3 0 Northbound Thru Rot U 44 0 32 0 Southbound R* Left Thru Rgt U 43 149 0 0 Eastbound R* Left Thru Rot U O 132 41 0 Westbound R* Left Thru Rgt U R* 446 446 Total All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 8 0 0 4 20 0 O 0 0 12 4 4 0 156 0 140 0 8 0 12 0 20 4 4 8 0 216 632 8 0 12 20 0 0 12 8 16 0 0 O 648 200 0 0 28 8 0 8 0 8 12 0 2032 88 52 68 National Data & Surveying Serviceslntersection Turning Movement Count Location: N Miami Ave & NW 20th St City: Miami Control: Signalized Data - Total Project ID: 21-140336-005 Date: 12/16/2021 NS/EW Streets: N Miami Ave N Miami Ave NW 20th St NW 20th St AM 0 NL NORTHBOUND 0 0 NT NR 0 NU 0 SL SOUTHBOUND 0 0 ST SR 0 SU 0 EL EASTBOUND 0 0 ET ER 0 EU 0 WL WESTBOUND 0 0 WT WR 0 WU TOTAL 7:00 AM 4 18 2 0 15 76 13 0 17 58 21 0 0 50 15 0 289 7:15 AM 1 26 1 0 23 58 11 0 14 64 38 0 0 53 11 0 300 7:30 AM 0 49 2 0 32 94 13 0 13 85 55 0 0 65 16 0 424 7:45 AM 0 50 8 0 44 97 8 0 20 78 55 0 0 72 36 0 468 8:00 AM 0 65 7 0 67 140 10 0 25 110 61 0 0 96 44 0 625 8:15 AM 1 45 11 0 45 132 9 0 26 97 60 0 0 92 53 0 571 8:30 AM 3 49 3 0 29 108 11 0 18 78 62 0 0 81 35 0 477 8:45 AM 1 51 0 0 24 110 10 0 31 78 66 0 0 57 29 0 457 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 10 353 34 0 279 815 85 0 164 648 418 0 0 566 239 0 3611 APPROACH %'s : 2.52% 88.92% 8.56% 0.00% 23.66% 69.13% 7.21% 0.00% 13.33% 52.68% 33.98% 0.00% 0.00% 70.31% 29.69% 0.00% PEAK HR : 07:45 AM - 08:45 AM TOTAL PEAK HR VOL: 4 209 29 0 185 477 38 0 89 363 238 0 0 341 168 0 2141 PEAK HR FACTOR: 0.333 0.804 0.659 0.840 0.000 0.690 0.852 0.864 0.806 0.000 0.856 0.825 0.960 0.880 0.000 0.000 0.888 0.792 0.878 0.000 0.856 PM 0 NL NORTHBOUND 0 0 NT NR 0 NU 0 SL SOUTHBOUND 0 0 ST SR 0 SU 0 EL EASTBOUND 0 0 ET ER 0 EU 0 WL WESTBOUND 0 0 WT WR 0 WU TOTAL 4:00 PM 2 120 3 0 30 116 17 0 29 81 60 0 0 90 36 0 584 4:15 PM 0 75 4 0 26 108 19 0 31 68 55 0 0 105 26 0 517 4:30 PM 1 135 4 0 27 90 8 0 37 63 52 0 0 123 50 0 590 4:45 PM 1 98 3 0 18 81 14 0 36 87 57 0 0 113 48 0 556 5:00 PM 1 87 2 0 25 92 5 0 31 85 57 0 0 95 48 0 528 5:15 PM 2 121 3 0 28 123 9 0 47 109 54 0 0 123 52 0 671 5:30 PM 2 100 2 0 20 119 17 0 38 96 76 0 0 123 57 0 650 5:45 PM 1 104 6 0 30 89 21 0 46 99 57 0 0 98 52 0 603 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 10 840 27 0 204 818 110 0 295 688 468 0 0 870 369 0 4699 APPROACH %'s : 1.14% 95.78% 3.08% 0.00% 18.02% 72.26% 9.72% 0.00% 20.33% 47.42% 32.25% 0.00% 0.00% 70.22% 29.78% 0.00% PEAK HR : 05:00 PM - 06:00 PM TOTAL PEAK HR VOL : 6 412 13 0 103 423 52 0 162 389 244 0 0 439 209 0 2452 PEAK HR FACTOR : 0.750 0.851 0.542 0.855 0.000 0.858 0.860 0.619 0.903 0.000 0.862 0.892 0.803 0.946 0.000 0.000 0.892 0.917 0.900 0.000 0.914 07:30 AM - 08:30 AM PEAK HR VOLUME PEAK HR I 5:00 PM - 6:00 PM PEAK HR VOLUME 6 0 188 463 40 103 423 52 0 84 370 231 162 389 244 0 0 439 209 National Data & Surveying Serviceslntersection Turning Movement Count Location: N Miami Ave & NW 20th St City: Miami Control: Signalized Data - Bikes Project ID: 21-140336-005 Date: 12/16/2021 NS/EW Streets: N Miami Ave N Miami Ave NW 20th St NW 20th St AM o NL NORTHBOUND 0 0 NT NR 0 NU 0 SL SOUTHBOUND 0 0 ST SR 0 SU 0 EL EASTBOUND 0 0 ET ER 0 EU 0 WL WESTBOUND 0 0 WT WR 0 WU TOTAL 7:00 AM 0 2 0 0 1 3 0 0 0 2 0 0 0 1 0 0 9 7:15AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 2 7:30 AM 0 2 0 0 0 0 0 0 0 1 1 0 0 1 0 0 5 7:45 AM 0 1 1 0 1 0 0 0 0 0 0 0 0 1 2 0 6 8:00 AM 0 0 2 0 0 2 0 0 1 2 1 0 0 1 1 0 10 8:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 8:30 AM 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 2 8:45 AM 0 1 0 0 3 0 0 0 0 0 0 0 0 0 1 0 5 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 1 6 4 0 5 5 0 0 1 6 2 0 0 9 4 0 43 APPROACH %'s : 9.09°/o 54.55% 36.36% 0.00% 50.00% 50.00% 0.00% 0.00% 11.11% 66.67% 22.22% 0.00% 0.00% 69.23% 30.77% 0.00% PEAK HR : 07:45 AM - 06:45 AM TOTAL PEAK HR VOL : 1 1 3 0 1 2 0 0 1 3 1 0 0 6 3 0 22 PEAK HR FACTOR: 0.250 0.250 0.375 0.625 0.000 0.250 0.250 0.000 0.375 0.000 0.250 0.375 0.250 0.313 0.000 0.000 0.375 0.375 0.563 0.000 0.550 PM 0 NL NORTHBOUND 0 0 NT NR 0 NU 0 SL SOUTHBOUND 0 0 ST SR 0 SU 0 EL EASTBOUND 0 0 ET ER 0 EU 0 WL WESTBOUND 0 0 WT WR 0 WU TOTAL 4:00 PM 0 0 1 0 1 2 1 0 0 0 0 0 0 2 0 0 7 4:15PM 1 4 1 0 0 2 0 0 0 0 1 0 0 0 0 0 9 4:30 PM 0 3 0 0 0 4 0 0 0 1 0 0 0 0 0 0 8 4:45 PM 0 0 0 0 1 5 0 0 0 0 0 0 1 2 0 0 9 5:00 PM 0 1 0 0 0 1 1 0 0 0 0 0 0 1 2 0 6 5:15PM 0 4 0 0 0 1 2 0 0 3 0 0 0 5 2 0 17 5:30 PM 1 0 0 0 1 4 0 0 0 4 1 0 0 1 0 0 12 5:45 PM 0 1 0 0 0 2 0 0 0 2 2 0 0 1 0 0 8 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 2 13 2 0 3 21 4 0 0 10 4 0 1 12 4 0 76 APPROACH %'s : 11.76% 76.47% 11.76% 0.00% 10.71% 75.00% 14.29% 0.00% 0.00% 71.43% 28.57% 0.00% 5.88% 70.59% 23.53% 0.00% PEAK HR : 05:00 PM - 06:00 PM TOTAL PEAK HR VOL : 1 6 0 0 1 8 3 0 0 9 3 0 0 8 4 0 43 PEAK HR FACTOR : 0.250 0.375 0.000 0.438 0.000 0.250 0.500 0.375 0.600 0.000 0.000 0.563 0.375 0.600 0.000 0.000 0.400 0.500 0.429 0.000 0.632 1 8 3 0 0 9 3 0 0 8 4 0 4 National Data & Surveying Serviceslntersection Turning Movement Location: N Miami Ave & NW 20th St Count Project ID: 21-140336-005 City: Miami NS/EW Streets: Date: 12/16/2021 Data - Pedestrians (Crosswalks) N Miami Ave N Miami Ave NW 20th St NW 20th St AM NORTH LEG EB WB SOUTH LEG EB WB EAST LEG NB SB WEST LEG NB SB TOTAL 7:00 AM 7:15 AM 7:30 AM 7:45 AM 0 2 0 1 0 0 0 1 0 1 0 2 1 1 0 1 0 3 1 2 1 1 1 0 1 0 0 0 0 0 0 0 5 7 2 6 8:00 AM 1 0 0 3 1 2 0 2 9 8:15AM 3 0 0 3 2 1 0 1 10 8:30 AM 1 0 1 4 3 0 2 1 12 8:45 AM 0 3 1 2 8 1 3 2 20 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES : 5 7 5 15 20 7 6 6 71 APPROACH %'s : 41.67% 58.33% 25.00% 75.00% 74.07% 25.93% 50.00% 50.00% PEAK HR : 07:45 AM - 08:45 AM TOTAL PEAK HR VOL : 5 1 3 11 8 3 2 4 37 PEAK HR FACTOR : 0.417 0.250 0.500 0.375 0.688 0.700 0.667 0.375 0.917 0.250 0.500 0.500 0.771 PM NORTH LEG EB WB SOUTH LEG EB WB EAST LEG NB SB WEST LEG NB SB TOTAL 4:OOPM 4:15PM 4:30 PM 4:45 PM 1 1 2 4 0 3 3 0 2 1 0 3 3 0 1 1 3 2 6 3 2 1 1 4 1 2 6 2 2 7 5 4 15 19 22 20 5:OOPM 3 1 0 0 8 0 0 2 14 5:15 PM 0 1 0 3 11 3 4 2 24 5:30 PM 5 1 5 0 15 0 2 3 31 5:45 PM 3 2 1 6 4 5 1 6 28 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES : 17 13 12 14 52 16 18 31 173 APPROACH %'s : 56.67% 43.33% 46.15% 53.85% 76.47% 23.53% 36.73% 63.27% PEAK HR : 05:00 PM - 06:00 PM _ TOTAL PEAK HR VOL : 11 5 6 9 38 8 7 13 97 PEAK HR FACTOR : 0.550 0.625 0.667 0.300 0.375 0.536 0.633 0.400 0.767 0.438 0.542 0.714 0.782 PEAK HR PEAK HR VOL : 5110 PM - 6:005 PM I 6 9 I 38 8 I 7 TOTAL 13 II 97 ♦ 341 0 577 209 ♦ Ir►�♦ 242 ♦ LOCATION: N Miami Ave & NW 20th St CITY/STATE: Miami, FL ♦ 700 466 ♦ 38 477 185 ♦ ♦ `► ♦ 383 89 J 168 509 Peak Hour Factor 363 0.86 690 238 i 4 ♦ 715 J 5 Peak -Hour: 07:45 AM - 08:45 AM Peak 15-Minute: 08:00 AM - 08:15 AM National Data & Surveying Services PRO ♦ ♦ 3.1 6.7 4.1 5.5 7.1 1, 0.♦ 5 + 3.6 North 21-140336-005 4 3 1 J This subminal needs to be scheduled fora public hearing in rtoreance with timelines set forth in the city of Miami Code.The applied de decision -making bodywill renew the infomadon at the public hearing to render a recommendation or a final decision. 2.9 2.5 PZ-21-11667 12/29/22 r0.0 2.9 2 1 + L t 3 ♦ 6 ✓ 5 b 1_ t 15-Min Count Period Beginning At N Miami Ave Northbound N Miami Ave Southbound NW 20th St Eastbound NW 20th St Westbound Left Thru Rgt U R Left Thru Rgt U R* Left Thru Rgt U R Left Thru Rgt U Total Hourly Total 7:00 AM 7:15 AM 7:30 AM 7:45 AM 8:00 AM 4 18 2 0 1 26 1 0 O 49 2 0 O 50 8 0 0 65 7 0 15 76 13 0 23 58 11 0 32 94 13 0 44 97 8 0 67 140 10 0 17 58 21 0 14 64 38 0 13 85 55 0 20 78 55 0 25 110 61 0 0 50 15 0 O 53 11 0 O 65 16 0 O 72 36 0 0 96 44 0 289 300 424 468 625 1481 1817 2088 2141 2130 8:15 AM 1 45 11 0 8:30 AM 3 49 3 0 45 132 9 0 29 108 11 0 26 97 60 0 0 92 53 0 571 1505 18 78 62 0 O 81 35 0 477 934 8:45 AM 1 51 0 0 Peak 15-Min Northbound Flowrates Left Thru Rot U 24 110 10 0 Southbound R* Left Thru Rgt U 31 78 66 0 Eastbound R* Left Thru Rot U O 57 29 0 Westbound R* Left Thru Rgt U R* 457 457 Total All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 12 260 44 0 O 8 0 0 20 4 4 8 0 268 560 44 0 4 16 8 0 12 4 8 0 0 104 440 248 0 8 20 24 0 12 4 8 4 0 O 384 212 0 0 16 0 0 12 0 16 8 0 2576 104 56 68 LOCATION: N Miami Ave & NW 20th St CITY/STATE: Miami, FL ♦ 578 783 ♦ 52 423 103 ♦ ♦ `► 497 162 J t 209 648 Peak Hour Factor 389 0.91 Alm 439 795 244 i r 0 505 ♦74, 6 ♦��♦ 8 412 ♦ 557 431 ♦ 5 L 13 7 0 „ 3 4 7 7, ♦�h ♦ 8 Peak -Hour: 05:00 PM - 06:00 PM Peak 15-Minute: 05:15 PM - 05:30 PM National Data & Surveying Services PRO ♦ 2.0 1.9 J 1.0 1.8 2.9 7, ♦7., 18.7 ♦ 2.7 North 21-140336-005 4 9 3 J This submittal needs to be scheduled fora pubic hearing in morel ante with tl marines set forth in the city of Miami Code. The applied de decision -making bodywill renew the infomadon at the public hearing to render a recommendation or a finaI eecia on. 1.0 PZ-21-11667 12/29/22 r0.0 0.8 1.2 ♦ t 4 8 ✓ 9 6 ♦ 5 4- ♦ b� t 15-Min Count Period Beginning At N Miami Ave Northbound N Miami Ave Southbound NW 20th St Eastbound NW 20th St Westbound Left Thru Rgt U R Left Thru Rgt U R* Left Thru Rgt U R Left Thru Rgt U Total Hourly Total 4:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM 5:15 PM 2 120 3 0 0 75 4 0 1 135 4 0 1 98 3 0 1 87 2 0 2 121 3 0 30 116 17 0 26 108 19 0 27 90 8 0 18 81 14 0 25 92 5 0 28 123 9 0 29 81 60 0 31 68 55 0 37 63 52 0 36 87 57 0 31 85 57 0 47 109 54 0 0 90 36 0 O 105 26 0 O 123 50 0 O 113 48 0 0 95 48 0 0 123 52 0 584 517 590 556 528 671 2247 2191 2345 2405 2452 1924 5:30 PM 2 100 2 0 20 119 17 0 38 96 76 0 0 123 57 0 5:45 PM 1 104 6 0 30 89 21 0 46 99 57 0 O 98 52 0 650 1253 603 603 Peak 15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Rqt U R* Left Thru Rgt U R* Left Thru Rqt U R* Left Thru Rgt U R* Total All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 8 484 24 0 4 8 0 0 28 4 16 0 0 120 492 84 0 0 16 0 0 24 4 16 8 0 188 436 304 0 8 4 12 0 28 0 16 8 0 O 492 228 0 0 24 4 0 60 0 20 8 0 2860 80 140 100 National Data & Surveying Services Intersection Turning Movement Count Location: N Miami Ave & NW 20th 5t City: Miami Project ID: Control: Signalized Date: 9 Total NS/EW Streets: N Miami Ave N Miami Ave NW 20th St NW 20th AM 0 NL NORTHBOUND 0 o NT NR a NU o SL SOUTHBOUND o o ST SR o SU o EL EASTBOUND 0 a ET ER a EU o WL WESTBOUNE dip 0 o WT WR A► IC 1 2/2. Y � 626 7:00 AM 7:15 AM 7:30 AM 7:45 AM 0 0 1 0 23 28 46 53 3 1 3 4 0 0 0 0 17 15 47 66 80 67 121 171 13 12 13 11 0 0 0 0 16 12 7 14 51 56 83 103 32 35 45 73 0 0 0 0 0 1 0 0 48 62 71 95 11 12 37 36 0 0 0 8:00 AM 0 39 6 0 75 137 4 0 18 109 68 0 1 93 30 0 578 8:15 AM 2 31 3 0 57 172 11 0 10 88 58 0 0 94 36 0 562 6:30 AM 0 43 1 1 35 125 13 0 6 81 48 0 0 103 41 0 497 8:45 AM 0 36 3 0 31 192 8 0 13 82 60 0 1 107 28 0 561 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 3 299 24 1 343 1065 85 0 94 653 419 0 3 673 231 0 3893 APPROACH ek's : 0.920'0 91.44% 7.34% 0.31% 22.97% 71.33% 5.69% 0.00% 8.06% 56.00% 35.93%'u 0.00% 0.33% 74.20.E 25.47% 0.00% PEAK HR : 07:45 AM . 06:45 AM TOTAL PEAK HR VOL: 2 166 14 1 233 605 39 0 46 381 247 0 1 385 143 0 2263 PEAK HR FACTOR : 0.250 0-783 0-583 0.803 0-250 0-777 0-879 0,884 0.750 0-000 0.719 0-874 0.873 0-846 0-000 0-250 0-934 0916 0-872 0-000 0.904 PM 0 NL NORTHBOUND 0 0 NT NCR 0 NU 0 SL SOUTHBOUND 0 0 ST SR 0 SU 0 EL EASTBOUND 0 a ET ER 0 EU 0 VOL WESTBOUND 0 a WT WR 0 WU TOTAL ?00 58.1 2 96 4 0 32 90 21 0 33 88 44 0 0 88 38 0 536 4:15 PM 4 74 3 0 31 91 14 0 24 70 31 0 1 91 29 0 463 4:30 PM 0 86 2 0 37 78 8 0 42 79 46 0 0 94 33 0 505 4:45 PM 0 95 4 0 20 84 14 0 28 83 47 0 1 92 42 0 510 5:00 PM 0 92 3 0 27 91 21 0 34 98 50 0 2 120 42 0 580 5:15 PM 0 97 3 0 42 72 9 0 44 110 14 0 1 107 47 0 581 5:30 PM 1 83 2 0 33 65 17 0 33 100 47 0 0 93 31 0 505 5:45 PM 0 105 5 0 28 100 16 0 37 98 53 0 0 84 30 0 556 NL NT NR NU SL 5T 5R SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 7 728 26 0 250 671 120 0 280 726 362 0 5 769 292 0 4236 APPROACH i s : 0.92% 95.66 % 3.42 % 0.00 A. 24.02% 69.96% 11.53% 0.00% 20.47% 53.07% 26.46% 0.00% 0.47 % 72.14 % 27.39 % 0.00% PEAK HR : 05:00 PM - 06:00 PM TOTAL PEAK HR VOL: 1 377 13 0 130 326 63 0 153 406 194 0 3 404 150 0 2222 PEAK HR FACTOR : 0.250 0.898 0.650 0.000 0.774 0.820 0.750 0.000 0.781 0.923 0.915 0.000 0.375 0.842 0.798 0.000 0.956 0.889 0.905 0.927 0.849 *Data used for COVID-factor ©,gyp PUBLIC NOTICE \\\51 This submittal needs b be scheduled bra public hearing In acoortlancewhh bmellnee set forth in the City of Miami Code. The applica de decision -malting body will resiew the information at the public hearing to render a recommended on or a final dec6 on. PZ-21-11667 /22 Location: N Miami Ave & NW 20th St City: Miami Control: Signalized NS/EW Streets: National Data & Surveying Services Intersection Turning Movement Count N Miami Ave N Miami Ave Cars NW 20th St Project ID: Date: 9 NW 20th St AM 0 NL NORTHBOUND 0 D NT NR 0 NU D SL 50UT1-80U o 0 5T SR 0 SU 0 EL EEASTBOUNDWESTBOUND o 0 ET ER D EU o WL 1/441:4',- 0 0 WT WR r14i 295 465 601 7:00 AM 7:15 AM 7:30 AM 7:45 AM 0 0 1 0 21 26 45 52 3 1 3 4 0 0 0 0 17 15 47 66 77 67 120 167 13 11 13 11 0 0 0 0 13 11 7 13 49 54 80 96 25 35 42 66 0 0 0 0 0 1 0 0 46 11 0 62 12 0 70 37 0 91 35 0 8:00 AM 0 36 5 0 74 134 3 0 14 107 61 0 1 92 30 0 557 8:15 AM 2 30 3 0 57 171 1I 0 9 84 55 0 0 92 36 0 550 8:30 AM 0 41 1 1 35 122 13 0 6 77 45 0 0 96 41 0 478 8:45 AM 0 34 3 0 31 189 8 0 12 76 56 0 1 104 27 0 541 NL NT NR NU SL 5T 5R SU EL ET ER 80 WL WT 9R WU TOTAL TOTAL VOLUMES : 3 285 23 1 342 1047 83 0 85 623 385 0 3 653 229 0 3762 APPROACH %'s : 0.96% 91.35% 7.37% 0.32% 23.23% 71.13% 5.69% 0.00% 7.78% 57.00% 35.22% 0.00% 0.39% 73.794Ya 25.88% 0. PEAK HR : 07:45 AM - 00:45 AM TOTAL PEAK HR VOL: 2 159 13 1 232 594 38 0 92 364 227 0 1 371 142 0 2186 PEAK HR FACTOR : 0.25 0.764 0.650 0.250 0.789 0.868 0.731 0.000 0.750 0.850 0.860 0.000 0.250 0.966 0.866 0.000 0.409 0.781 0.885 0.870 0.938 PM 0 NL NORTHBOUND D 0 NT NR 0 NU 0 5L SOUTHBOUND 0 0 ST 5R 0 SU 0 EL EASTBOUND 0 0 ET ER 0 EU 0 WL WESTBOUND 0 0 WT WR 0 WU TOTAL 4:50 PM 2 93 4 0 31 90 21 0 32 84 42 0 0 85 38 0 522 4:1.5 PM 4 73 3 0 31 89 14 0 24 70 31 0 1 89 29 0 458 9:30 PM 0 85 2 0 37 75 8 0 40 77 95 0 0 89 32 0 990 4;45 939 0 94 4 0 20 84 14 0 27 80 94 0 1 90 42 0 500 5:00 PM 0 90 3 0 27 90 21 0 34 95 50 0 2 117 42 0 571 5:15 PM 0 96 3 0 42 72 9 0 49 106 43 0 1 104 46 0 571 5:30 PM 0 83 2 0 33 65 16 0 33 96 96 0 0 91 30 0 495 5:45 PM 0 103 5 0 28 100 16 0 37 96 53 0 0 78 29 0 545 NL NT NR NU SL ST SR SU F1 ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 6 717 26 0 249 665 119 0 276 704 354 0 5 743 288 0 4152 APPROACH %'s : 0.80% 95.73% 3.47% 0.00% 24.10 % 69.38% 11.52% 0.00% 20.69% 52.77% 26.59% 0.5Q% P.46% 71.72% 27.80 % 0.00% PEAK HR : 05:00 PM - 06:00 PM TOTAL PEAK HR VOL: 0 372 13 0 130 327 62 0 153 393 192 0 3 390 147 0 2182 PEAK HR FACTOR : 0.00 0.903 0.650 0.891 0.000 0.774 0.818 0.738 0.901 0.000 0381 0.927 0.906 0.932 0.000 0.375 0.833 0.799 0.839 0.000 0.955 *Data used for COVID-factor ©,gyp PUBLIC G4o \\.per NOTICE This submittal needs to be scheduled fora puboc hearing In accordance whh bmellnes set forth in the City of Miami Code. The applicable decision-mahing body will review the Information at the pubdo hearing to render a recommendation or a final deda on. PZ-21-11667 /22 Location: N Miami Ave & NW 20th St City: Miami Control: Signalized NS/EW Streets: National Data & Surveying Services Intersection Turning Movement Count N Miami Ave N Miami Ave HT NW 2005 St Project ID: Date: 9 NW 20th St AM o NL NORTHBOUND o a NT NR o NU 0 SL SOUTH80UND 0 0 ST SR 0 5U 0 EL EASTBOUND 0 0 ET ER 0 EU 0 WL WESTBOUND 0 a WT WR 7:00 AM 0 2 0 0 a 3 a 0 3 2 7 0 0 2 0 0 7:15 AM 0 2 0 0 0 0 1 4 1 2 0 0 0 0 0 4 6 7:34AM 0 1 0 0 0 1 0 0 0 3 3 0 0 1 0 0 9' 7:45 AM 0 1 0 0 0 4 0 0 1 7 7 0 0 4 1 0 25 8:00 AM 0 3 1 0 1 3 1 0 2 2 7 0 0 1 0 0 21 8:15 AM 0 1 0 0 0 1 0 0 1 4 3 0 0 2 0 4 12 B:30AM 0 2 0 0 0 3 0 0 0 4 3 0 0 7 0 4 19 8:45 AM 0 2 0 0 0 3 0 0 1 6 4 0 0 3 1 0 20 NL NT MR NU SL sr SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 0 14 1 0 1 18 2 0 9 30 34 0 0 20 2 0 131 APPROACH No's: 100% 93.339ti 6.67% 0.00% 4.76% 85.71% 9.52% 0.005:5 12.33% 41.10% 46.5846 0.00% 0.0095 90.91% 9.09% 0. PEAK HR : 67:45 AM - 08:65 AM TOTAL PEAK NR VOL: 0 7 1 0 1 11 1 0 4 17 20 0 0 14 1 a 77 PEAK HR FACTOR: 0.000 0.583 0.250 0.000 0.250 0.688 0.250 0.000 0.500 0,607 0,714 0,000 9.000 0.500 0,250 0.004 0.770 0.500 0.650 0.663 0.536 PM 0 NL NORTHBOUND 0 a NT rift 0 NU 0 IL SOUTH BOUND 0 0 sr SR 0 SU 0 EL EASTBOUND 0 0 ET ER a EU 0 WL WESTBOUND 0 0 WT WR 0 WU TOTAL 4:00934 0 3 0 0 1 0 0 0 1 4 2 0 0 3 0 0 14 4:15 PM a 1 0 0 0 2 0 0 0 0 0 0 0 2 0 0 5 4:30 PM 0 1 0 0 0 3 0 a 2 2 1 0 a 5 1 0 15 4:45 PM 0 1 0 0 0 0 0 0 1 3 3 0 0 2 0 0 10 5:00 PM 0 2 0 0 0 1 0 0 0 3 0 0 0 3 0 0 9 5:15 PM 0 1 0 0 0 0 0 0 0 4 1 0 0 3 1 0 10 5:30 PM 1 0 0 0 0 0 1 0 0 4 1 0 0 2 1 0 10 5:45 PM 0 2 0 0 0 0 0 0 0 2 0 a 0 6 1 0 11 NL NT NR NU SL s-r SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 1 11 0 0 1 6 1 0 4 22 8 0 0 26 4 0 84 APPROACH %'s : 8.33% 91.67% 0.00% 9.00 i 12.50% 75.00% 1.2.50% 0.00% 31.76% 64.71% 23.53% 0.00% 0-0p. 86.67 % 13.33% 0.00% PEAK HR : 05:00 PM - 06:00 PM TOTAL PEAK HR VOL: 1 5 0 0 0 1 1 0 0 13 2 0 0 14 3 0 40 PEAK HR FACTOR : 0.25 0.625 0.000 0.750 0.000 0.000 0.250 0.250 0.500 0.000 0.060 0.813 0.500 0.750 0.000 0.000 0.583 0.750 0.607 0.000 0.909 *Data used for COVID-factor ©,gyp PUBLIC G4o \\.per NOTICE This submittal needs to be scheduled fora pubic hearing In acoordanre whh bmellnee set forth in the City of Miami Code. The appli®Lie decision -malting body NOR review the information at the pubic hearing to render a recommendation or a anal decla on. PZ-21-11667 /22 Location: N Miami Ave & NW 20th St City: Miami Control: Signalized NS/EW Streets: National Data & Surveying Services Intersection Turning Movement Count N Miami Ave N Miami Ave Bikes NW 20th St Project ID: Date: 9 NW 20th St AM o NL NORTHBOUND ❑ ❑ NT NR 0 NU D SL SOUTHBOUND a a ST 5R a S1J a EL EASTBOUND 0 a ET ER a EU a WL 1 0 0 0 0 0 WESTBOUND Nitigrft WT WR 0 0 0 1 1 0 1 0 0 0 0 0 S 3 0 7:00 AM 7:15AM 7:30 AM 7:45 AM 0 0 0 0 0 0 0 0 1 0 0 0 a 0 0 0 0 0 1 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 1 0 0 0 0 0 0 0 1 0 0 0 1 0 0 3 3:1S AN 0 0 1 0 0 1 0 0 0 1 0 0 0 0 1 0 4 830 AM 0 I 0 0 0 1 0 0 0 0 0 0 0 0 1 0 3 8:45 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 NL NT NR NU SL ST SR 5U EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 0 3 1 0 1 5 0 0 0 5 0 0 1 3 3 0 22 APPROACH Wo"s: 6.00% 75.00% 25.00% 0.00% 16.67°A, 83.33% 0.00% 0.00% 0.00% t00.00% 0.0.0% D.DO% 14.29%. 42. SfiTo 42. SG% 0.60% PEAK HR : 07:45 AM - 0B:45 AM TOTAL PEAK HR VOL: 0 2 1 0 0 2 0 0 0 2 0 0 0 1 2 0 10 PEAK HR FACTOR : D-D00 D.500 0.250 0.750 D.000 0.000 D.504 9.500 0.00d O.D00 0.000 0.5d0 0.500 03300 0.000 0400 0.250 9.750 0-500 0400 J 0.625 1 PM 0 NL NORTHBOUND 0 0 NT NR a NU U SL 50UTHBOUND 0 0 ST SR a SU 0 EL EASTBOUND a a ET ER 0 EU 0 WL WESTBOUND 0 U WT WR 0 Wl) TOTAL 4:09 PM 0 L 1 0 L 2 0 0 0 1 0 0 1 I 1 0 9 4:15 PM 0 2 0 0 0 0 0 0 0 3 0 0 0 0 1 0 6 4:30 PM 0 1 0 0 0 2 0 0 1 1 0 0 1 0 0 0 6 4:45 PM 0 0 0 0 0 1 0 0 1 1 0 0 0 1 0 0 4 5:00 PM- 1 1 0 0 2 1 0 0 0 0 0 0 0 3 0 0 8 5:15 PM 0 1 0 0 0 2 1 0 0 0 0 0 0 0 0 0 4 5:30 PM 0 0 0 0 0 1 0 0 0 0 I 0 0 1 1 0 4 5:45 PM 1 0 0 0 0 1 1 0 0 1 1 0 1 1 0 0 7 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES : 2 6 1 0 3 10 2 0 2 7 2 0 3 7 3 0 48 APPROACH /'s : 22.22 % 66.67 % 11.11 % 0.00 % 20.00% 66.67% 13.33% 0.00% 18.18% 63.64% 18.18% 0.00% 23.08 % 53.85 % 23.06 % 0.00% PEAK HR : 05:00 PM - 06:00 PM TOTAL PEAK HR VOL : 2 2 0 0 2 5 2 0 0 1 2 0 I 5 1 0 23 PEAK HR FACTOR : 0.50 0.500 0.000 0.000 0.250 0.625 0.500 0.000 0.000 0.250 0.50C 0.000 0.250 0.417 0.250 0.000 0.719 0.500 0.750 0.375 0.583 *Data used for COVID-factor NOTICE This submittal needs to be scheduled fora pubic hearing In acoordance whh bmellnes set forth in the City of Miami Code. The applicable decision -making body will re0ew the information at the public hearing to render a recommendation or a anal deda on. PZ-21-11667 /22 National Data & Surveying Services Locatio�SrfGWiKbe$iOh` P Turning MoNiqas,caco City: Miami Date: 9/11/2019 Pedestrians (Crosswalks) NS/EW Streets: N Miami Ave N Miami Ave NW 20th St NW 20th St This submittal needs to be' scheduled fora pubic hearing In acoordanre whh bmellnee set forth in the City of Miami Code. The appli®de decision -malting body NOR rosiew the information at the pubic hearing to render a recommended on or a final decid on. PZ-21-11667 12/29/22 AM 1V1 NORTH LEG EB WB SOUTH LEG EB WB EAST LEG NB SB WEST LEG NB SB TOTA 7:00 AM 7:15AM 7:30 AM 7:45 AM 0 0 1 1 0 0 0 0 1 1 0 0 3 1 3 1 0 2 0 1 0 2 0 1 0 0 0 0 0 0 0 1 4 8 3 4 8:00 AM 3 1 0 3 1 0 0 0 8 8:15AM 1 0 1 3 0 4 0 0 9 8:30 AM 1 1 1 0 0 1 1 0 5 8:45 AM 2 0 0 2 0 0 0 0 4 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES: 8 3 4 16 4 8 1 1 45 APPROACH %'s : 72.73% 27.27% 20.00% 80.00% 33.33% 66.67% 50.00% 50.00% PEAK HR : 07:45 AM - 08:45 AM TOTAL PEAK HR VOL : 5 2 2 7 2 6 1 1 26 PEAK HR FACTOR : 0.417 0.500 0.438 0.500 0.583 0.563 0.500 0.375 0.500 0.250 0.250 0.500 0.722 PM NORTH LEG EB WB SOUTH LEG EB WB EAST LEG NB 5B WEST LEG NB SB TOTAL 4:00 PM 4:15PM 4:30 PM 4:45 PM 1 5 0 1 0 0 3 1 0 2 0 6 4 1 1 1 1 0 1 1 0 0 1 1 1 0 1 1 2 0 1 1 14 4 5 15 5:00 PM 1 1 0 3 3 0 1 1 10 5:15PM 4 1 2 3 2 0 1 0 13 5:30 PM 1 1 1 0 0 0 0 0 3 5:45 PM 7 4 3 5 3 5 0 2 29 EB WB EB WB NB SB NB SB TOTAL TOTAL VOLUMES : 17 14 14 18 11 7 5 7 93 APPROACH %'s : 54.84% 45.16% 43.75% 56.25% 61.11% 38.89% 41.67% 58.33% PEAK HR : 05:00 PM - 06:00 PM TOTAL PEAK HR VOL : 13 7 6 11 8 5 2 3 55 PEAK HR FACTOR : 0.464 0.438 0.455 0.500 0.550 0.531 0.667 0.250 0.406 0.500 0.375 0.625 0.474 *Data used for COVID-factor ID: Historical City: Miami PEAK HOURS 07:45 AM - 08:45 AM NONE 05:00 PM - 06:00 PM AM NOON PM 426 46 381 247 Prepared by National Data & Surveying Services N Miami Ave & NW 20th St Peak Hour Turning Movement Count N Miami Ave SOUTHBOUND AM 39 NOON 605 233 355 0 PM 63 468 a 0 153 1 0 406 0 194 0 AM NOON PM Cars (AM) 00 Obi m M N «1 + 1.► 42J t142 364 2273 N t I ♦ 371 41 W Cars (NOON) I z< z< z< I N/AJ� ♦ ~t N/A N/A.+ ♦ N/A N/AZT ♦ �r N/A z z z D D D Cars (PM) N n O N Cr1 m 1» 153J t147 393 kN♦ 390 1921) 3 ♦ ror o to N� N W 328 130 ♦ 4 It 0 0 0 0 TEV PHF PM 525 NOON AM 854 CONTROL Signalized 2263 AM 0.90 0 NOON 680 2222 PM 0.96 0 0 0 AM NOON PM This submittal needs to be' scheduled fora puboc hearing In acoordanre wM1h bmellnee set forth in the City of Miami Code. The appLI®Lie decision -malting body NOR rodew the information at the pubec hearing to render a recommendation or a final decM on. Day: Wed Date: 09/11/2 07:00 AM - 09:00 AM NONE 04:00 PM - 06:00 PM PM NOON AM 0 t 150 0 ♦ 404 0 r 41 11 t 1 377 549 13 PM 0 NOON 14 AM NORTHBOUND N Miami Ave PM NOON AM AM NOON PM Pedestrians Crosswalks) z o • a z z a z tV O zo • ¢ o z a 2 A� a 9� ti O O ♦ 0 6 2 * 0 NOON 8 PM oo� e PM NOON AM AM 143 385 628 PM NOON AM 4J 17 20 Zti O V HT (AM) PZ-21-11667 12/29/22 SaORl3d 1NflOO HT (NOON) I ¢ ¢ ¢ I z z z N/A J� ♦ ~ L N/A N/A y 4\` ♦ N/A N/A Z7 � * r N/A z z z D D D *Data used for COVID-factor p PUBS/ LOCATION: N Miami Ave & NW 20th St CITY/STATE: Miami, FL PROJECT ID: Historic DATE: 09/11/ ♦ 877 355 t 39 605 233 4- ♦ ♦ 4 427 45 J t 143 529 Peak Hour Factor 381 0.90 385 57d 797 .4 4 1 528 ♦-1 3 t r►�♦ 3 156 14 ♦ 853 183 t � y ♦ L1♦ ♦6 n y 1 ♦ 4 t 1 14 20 , \F r 0 —141 ti 7 e. ♦ t Peak -Hour: 07:45 AM - 08:45 AM Peak 15-Minute: 07:45 AM - 08:00 AM National Data & Surveying Services ♦ 1.5 34 2.5 1.8 0.4 +, 4-iv 4 3.5 8.7 J /-. t 4.5 y 3.6 s NOTICE This submittal needs b be scheduled for a pubdc hearing In accordance with timelines set forth in the City of Miami Code.The applica de decision -making body will relew the information at the public hearing to render a recommendation or a final decision. 'cA 5.1 8.1 i \� 4 0.0 3.0 ♦ � ♦ _ 0.00 4.2 7.1 ♦ 3.6 4.4 t _14 ♦ 4t J t 2 2 ♦ ♦ 1 0 4, -h t 5 2 , _14 ♦ 4L J t y r t ,r 15-Min Count Period Beginning At N Miami Ave Northbound N Miami Ave Southbound NW 20th St Eastbound NW 20th St Westbound Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Total Hourly Total 07:00 AM 0 23 3 0 17 80 13 0 16 51 32 0 0 48 11 0 294 1695 07:15 AM 0 28 1 0 15 67 12 0 12 56 35 0 1 62 12 0 301 1979 07:30 AM 1 46 3 0 47 121 13 0 7 83 45 0 71 37 0 474 2240 07:45 AM 0 53 4 0 66 171 11 0 14 103 73 0 95 36 0 626 2263 08:00 AM 0 39 6 0 75 137 4 0 16 109 68 0 08:15 AM 2 31 3 0 57 172 11 0 10 88 58 0 08:30 AM 0 43 1 1 35 125 13 0 6 81 48 0 93 30 0 94 36 0 103 41 0 578 2198 562 1620 497 1058 08:45 AM 0 36 3 0 31 192 8 0 13 82 60 0 1 107 28 0 561 561 Peak 15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Total All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 8 212 0 12 4 16 0 4 4 24 4 300 688 52 4 16 4 16 0 4 0 0 64 436 8 28 28 4 0 4 0 292 0 4 412 164 0 D 28 4 16 0 4 4 2660 136 52 24 *Data used for COVID-factor PZ-21-11667 12/29/22 sew co11Q LOCATION: N Miami Ave & NW 20th St PROJECT ID: Historic • CITY/STATE: Miami, FL DATE: 09/11/ ♦ 1- 52I 680 63 328 130 4 ♦ % t Peak -Hour: 05:00 PM - 06:00 PM ♦ Peak 15-Minute: 05:15 PM - 05:30 PM r ♦4.1 0.4 12 1.6 0.3 0.0 ♦ b This sub In aon eW .l n 468 153 J Peak Hour Factor t 150 557 3.4 0.0 J ,. 406 ♦ 0.96 ♦ 404 3.7 ♦ ♦ 3.5 753 194 .4 r 3 549 7.0 1.0 i r 0.0 2.4 ♦ 4,525 «f ♦ r► 377 391 ♦1 fI ♦ f -1 ♦ ♦ h ♦ 0 0.6 1.5 r4, 13 1 r4 National Data & Surveying Services L 2 5 1 ♦ I. 3♦ + 5 -y a J 1 ♦1:05)♦ (9crla.y t 1 5 2 t ♦ 8 2 .4 r 1 —1-0. .41 ,_ —1 4,, t r, p , 2 2 0 p ♦ t ♦ I ♦ I �— +I ♦ b J t _1 J t 0 3/1> 13 y Alm 14% 2 z ra >/71 z- r -. —I++ ♦ t g* 1 5 0 r . t 15-Min Count Period Beginning At N Miami Ave Northbound N Miami Ave Southbound NW 20th St Eastbound NW 20th St Westbound Total Hourly Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 04:00 PM 04:15 PM 04:30 PM 04:45 PM 05:00 PM 2 96 4 0 4 74 3 0 0 86 2 0 0 95 4 0 0 92 3 0 32 90 21 0 31 91 14 0 37 78 8 0 20 84 14 0 27 91 21 0 33 88 44 0 24 70 31 0 42 79 46 0 28 83 47 0 34 98 50 0 0 88 38 0 1 91 29 0 0 94 33 0 1 92 42 0 2 120 42 0 536 463 505 510 580 2014 2058 2176 2176 2222 05:15 PM 0 97 3 0 42 72 9 0 49 110 44 0 1 107 47 0 581 1642 05:30 PM 05:45 PM 1 83 2 0 0 105 5 0 33 65 17 0 28 100 16 0 33 100 47 0 37 98 53 0 0 93 31 0 0 84 30 0 505 556 1061 556 Peak 15-Min Flowrates Northbound Southbound Eastbound Westbound Total Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses 4 420 20 0 4 8 0 32 4 4 0 168 400 84 0 0 4 4 44 8 8 4 196 440 212 0 0 16 4 8 0 4 4 8 480 188 0 0 24 4 32 4 12 4 2620 68 116 56 *Data used for COVID-factor NOTICE tat needs to be scheduled bra public hearing ordance whh bmellnee set forth in the City of mde. The appli®Lie decision-ma1ing bodyodL e information at the public hearing to render a recommended on or a final decla on. PZ-21-11667 12/29/22 4 PUet 2019 PEAK SEASON FACTOR CATEGORY REPORT - REPORT TYPE: ALL CATEGORY: 8700 MIAMI-DADE NORTH MOCF: 0.97 WEEK DATES SF PSCF 1 01/01/2019 2 01/06/2019 3 01/13/2019 4 01/20/2019 * 5 01/27/2019 * 6 02/03/2019 * 7 02/10/2019 * 8 02/17/2019 * 9 02/24/2019 *10 03/03/2019 *11 03/10/2019 *12 03/17/2019 *13 03/24/2019 *14 03/31/2019 *15 04/07/2019 *16 04/14/2019 *17 04/21/2019 18 04/28/2019 19 05/05/2019 20 05/12/2019 21 05/19/2019 22 05/26/2019 23 06/02/2019 24 06/09/2019 25 06/16/2019 26 06/23/2019 27 06/30/2019 28 07/07/2019 29 07/14/2019 30 07/21/2019 31 07/28/2019 32 08/04/2019 33 08/11/2019 34 08/18/2019 35 08/25/2019 36 09/01/2019 37 09/08/2019 38 09/15/2019 39 09/22/2019 40 09/29/2019 41 10/06/2019 42 10/13/2019 43 10/20/2019 44 10/27/2019 45 11/03/2019 46 11/10/2019 47 11/17/2019 48 11/24/2019 49 12/01/2019 50 12/08/2019 51 12/15/2019 52 12/22/2019 53 12/29/2019 * PEAK SEASON - 01/05/2019 - 01/12/2019 - 01/19/2019 - 01/26/2019 - 02/02/2019 - 02/09/2019 - 02/16/2019 - 02/23/2019 - 03/02/2019 - 03/09/2019 - 03/16/2019 - 03/23/2019 - 03/30/2019 - 04/06/2019 - 04/13/2019 - 04/20/2019 - 04/27/2019 - 05/04/2019 - 05/11/2019 - 05/18/2019 - 05/25/2019 - 06/01/2019 - 06/08/2019 - 06/15/2019 - 06/22/2019 - 06/29/2019 - 07/06/2019 - 07/13/2019 - 07/20/2019 - 07/27/2019 - 08/03/2019 - 08/10/2019 - 08/17/2019 - 08/24/2019 - 08/31/2019 - 09/07/2019 - 09/14/2019 - 09/21/2019 - 09/28/2019 - 10/05/2019 - 10/12/2019 - 10/19/2019 - 10/26/2019 - 11/02/2019 - 11/09/2019 - 11/16/2019 - 11/23/2019 - 11/30/2019 - 12/07/2019 - 12/14/2019 - 12/21/2019 - 12/28/2019 - 12/31/2019 14-FEB-2020 15:39:30 1.03 1.02 1.01 1.00 0.98 0.97 0.96 0.96 0.96 0.96 0.97 0.97 0.97 0.97 0.98 0.98 0.98 0.99 0.99 1.00 1.00 1.01 1.01 1.02 1.02 1.02 1.02 1.03 1.03 1.03 1.02 1.02 1.02 1.02 1.02 1.03 1.03 1.03 1.02 1.01 1.00 0.99 1.00 1.00 1.01 1.01 1.02 1.02 1.02 1.03 1.03 1.02 1.01 1.06 1.05 1.04 1.03 1.01 1.00 0.99 0.99 0.99 0.99 1.00 1.00 1.00 1.00 1.01 1.01 1.01 1.02 1.02 1.03 1.03 1.04 1.04 1.05 1.05 1.05 1.05 1.06 1.06 1.06 1.05 1.05 1.05 1.05 1.05 1.06 1.06 1.06 1.05 1.04 1.03 1.02 1.03 1.03 1.04 1.04 1.05 1.05 1.05 1.06 1.06 1.05 1.04 G 0 Q Q. NOTICE This submittal needs to be' scheduled fora pubic hearing In acoordanre whh bmellnee set forth in the City of Miami Code. The appLIca o decision -malting bodyodL rodew the information at the pubic hearing to render a recommendation or a final decM on. PZ-21-11667 12/29/22 830UPD 6 8700 PKSEASON.TXT !EW COV Print Date: 12/7/2021 TOD Schedule Report for 2395: NW 1 PI&NW 20 St Print Time: 2:23 PM TOD TOD Active Active Asset Intersection Schedule Op Mode Plan # Cycle Offset Settine PhaseBank Maximum 2395 NW 1 PI&NW 20 St DOW-3 TOD [09] MID-AFT./AFTNOO 95 78 N/A 1 Max 2 Splits PH l PH 2 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8 WBT - EBT NBT SBT 0 27 0 0 0 27 21 29 Active Phase Bank: Phase Bank 1 Phase Walk Don't Walk Min Initial Veh Ext Max Limit Max 2 Yellow Red Phase Bank 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 2 WBT 7 - 7 - 7 14 - 14 - 14 7 - 7 - 7 1 - 1 - 1 30 - 30 - 30 0 - 30 - 30 4 2 3- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 4- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 5- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 6 EBT 7 - 7 - 7 14 - 14 - 14 7 - 7 - 7 1 - 1 - 1 30 - 30 - 30 0 - 30 - 30 4 2 7 NBT 7 - 7 - 7 13 - 13 - 13 7 - 7 - 7 2 - 2 - 2 20 - 20 - 20 30 - 30 - 30 4 2 8 SBT 7 - 7 - 7 18 - 18 - 18 7 - 7 - 7 2 - 2 - 2 20 - 20 - 20 30 - 30 - 30 4 2.4 Page 1 of 2 Last In Service Date: unknown Permitted Phases 12345678 Default-2---678 External Permit 0 External Permit 1 External Permit 2 Print Date: 12/7/2021 TOD Schedule Report for 2395: NW 1 PI&NW 20 St Print Time: 2:23 PM Current Plan Cycle 1 2 - WBT Green Time 6 EBT 7 NBT 8 SBT Ring Offset Offset 3 - 4 5 - - TOD Schedule Free 0200 Flash 0600 Free 0700 4 95 0 27 0 0 0 27 21 29 0 0 0845 9 95 0 27 0 0 0 27 21 29 0 78 1445 3 95 0 27 0 0 0 27 21 29 0 78 [1630 9 95 0 27 0 0 0 27 21 29 0 78 1745 12 95 0 27 0 0 0 27 21 29 0 82 1930 Free 1 90 0 26 0 0 0 26 21 25 0 14 2 90 0 27 0 0 0 27 21 24 0 14 5 90 0 27 0 0 0 27 21 24 0 14 8 90 0 27 0 0 0 27 21 24 0 14 Current Time of Day Function Time Function 0000 TOD OUTPUTS Settings * Day of Week SuM T W ThF S Local TOD Schedule Time Plan DOW 0000 Free Su M T W Th F S 0200 Flash Su M T W Th F S 0600 Free M T W Th F S 0630 Free Su 0700 4 M T W Th F 0845 9 M T W Th F 1445 3 M T W Th F 1530 9 W 1630 9 MT ThF 1745 12 M T W Th F 1930 Free M T W Th F Local Time of Day Function Time Function Settings * Day of Week 0000 TOD OUTPUTS ------- SuM T W ThF S No Calendar Defined/Enabled Page 2 of 2 * Settings Blank - FREE - Phase Bank 1, Max 1 Blank - Plan - Phase Bank 1, Max 2 1 - Phase Bank 2, Max 1 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 7 - X-PED OMIT 8 - TBA Print Date: 10/13/2021 TOD Schedule Report for 2393: N Miami Blvd&N 20 St Print Time: 2:00 AM Asset 2393 Intersection N Miami Blvd&N 20 St TOD Schedule Op Mode Plan # DOW-4 TOD SDlits PH 1 PH 2 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8 NBL SBT EBL WBT SBL NBT EBT 0 0 0 0 0 0 0 0 Active Phase Bank: Phase Bank 1 N/A TOD Active Active Cycle Offset Settine PhaseBank Maximum 0 0 N/A 0 Max 0 Phase Walk Don't Walk Min Initial Veh Ext Max Limit Max 2 Yellow Red Phase Bank 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 NBL 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 2 SBT 7 - 7 - 7 10 - 10 - 10 7 - 7 - 7 1 - 1 - 1 60 - 40 - 40 0 - 40 - 40 4 2 3 EBL 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 4 WBT 7 - 7 - 7 10 - 10 - 10 7 - 7 - 7 2.5 -2.5 - 2.5 60 - 30 - 30 70 - 40 - 40 4 2.3 5 SBL 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 6 NBT 7 - 7 - 7 10 - 10 - 10 7 - 7 - 7 1 - 1 - 1 60 - 40 - 40 0 - 40 - 40 4 2 7- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 8 EBT 7 - 7 - 7 10 - 10 - 10 7 - 7 - 7 2.5 -2.5 - 2.5 60 - 30 - 30 70 - 40 - 40 4 2.3 Current Cvcle 1 NBL 2 SBT 3 EBL Green Time 6 NBT 7 8 - EBT Ring Offset Offset 4 WBT 5 SBL TOD Schedule Plan 1 90 0 53 0 25 0 53 0 25 0 14 2 90 0 60 0 18 0 60 0 18 0 14 3 90 0 50 0 28 0 50 0 28 0 78 4 100 0 50 0 38 0 50 0 38 0 48 5 90 0 53 0 25 0 53 0 25 0 14 8 90 0 53 0 25 0 53 0 25 0 14 9 90 0 34 0 44 0 34 0 44 0 78 12 90 0 39 0 39 0 39 0 39 0 82 13 80 0 34 0 34 0 34 0 34 0 48 Page 1 of 2 Last In Service Date: unknown Permitted Phases 12345678 Default-2-4-6-8 External Permit 0 External Permit 1 External Permit 2 Local TOD Schedule Time 0600 0630 0700 0845 1445 1530 1630 1745 1930 Plan DOW 13 MTWThF S 13 Su 4 9 3 Print Date: 10/13/2021 TOD Schedule Report for 2393: N Miami Blvd&N 20 St Print Time: 2:00 AM Current Time of Day Function Time Function Settings * Day of Week 0000 TOD OUTPUTS ------- S u M T W Th F S Local Time of Day Function Time Function Settings * Day of Week 0000 TOD OUTPUTS SuM T W ThF S No Calendar Defined/Enabled Page 2 of 2 * Settings Blank - FREE - Phase Bank 1, Max 1 Blank - Plan - Phase Bank 1, Max 2 1 - Phase Bank 2, Max 1 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 7 - X-PED OMIT 8 - TBA 4 PURL/ COVID ADJUSTMENT FACTOR CALULATION ARLO HOTEL G 0 4- Q Description / Roadway AM Covid Factor NW 20 Street 1.06 NOTICE This submittal needs to be' scheduled fora pubic hearing In acoordance whh bmellnee set forth in the City of Miami Code. The appLI®Lie decision -malting body NOR resiew the information at the pubic hearing to render a recommendation or a final decM on. N Miami Avenue 1.03 0. PZ-21-11667 12/29/22 v� !EW CO�Q Average 1.05 0.92 Description / Roadway EB NW 20th Street WB NW 20th Street 09/11/2019 AM Peak -Hour Counts * 674 529 2021 AM Synopsis Data (growth 1.34%) 683 536 12/16/2021 AM Peak -Hour Counts ** 685 474 AM Adjustment Factor 1.00 1.13 Average AM Adjustment Factor 1.06 04/02/2019 PM Peak -Hour Counts * 753 557 2021 PM Synopsis Data (growth 1.34%) 763 564 12/16/2021 PM Peak -Hour Counts ** 795 648 PM Adjustment Factor 0.96 0.87 Average PM Adjustment Factor — 0.92 *2019 data based on EB & WB traffic data at the intersection of N Miami Avenue and NW 20th Street **2021 data based on EB & WB traffic data at the intersection of N Miami Avenue and NW 20th Street Description / Roadway NB N Miami Avenue SB N Miami Avenue 09/11/2019 AM Peak -Hour Counts * 183 877 2021 AM Synopsis Data (growth 1.34%) 185 889 12/16/2021 AM Peak -Hour Counts ** 238 691 AM Adjustment Factor 0.78 1.29 Average AM Adjustment Factor 1.03 09/11/2019 PM Peak -Hour Counts * 391 521 2021 PM Synopsis Data (growth 1.34%) 396 528 12/16/2021 PM Peak -Hour Counts ** 431 578 PM Adjustment Factor 0.92 0.91 Average PM Adjustment Factor 0.92 *2019 data based on NB & SB traffic data at the intersection of N Miami Avenue and NW 20th Street **2021 data based on NB & SB traffic data at the intersection of N Miami Avenue and NW 20th Street GROWTH RATE CALCULATION ARLO HOTEL Table 3a - FDOT Historical Volume Growth Linear Exponential Decaying Roadway FDOT Site 5 Year Trend 5 Year Trend 5 Year Trend NW 2ND AVENUE -- 200' NORTH OFNW 24 ST 8612 0.00% 0.31% 1.55% NW 20 ST -- 200 FT E OF NW 1 CT 8418 12.50% 10.41% 9.53% NORTH MIAMI AVENUE -- 200' SOUTH OF NW 20TH STREET 8268 -12.13% -11.25% -18.35% Average Annual Growth Rate 0.12% -0.18% -2.42% Table 3b - FDOT Historical Volume Growth Linear Exponential Decaying Roadway FDOT Site 8 Year Trend 8 Year Trend 8 Year Trend NW 2ND AVENUE -- 200' NORTH OFNW 24 ST 8612 2.15% 2.03% 2.26% NW 20 ST -- 200 FT E OF NW 1 CT 8418 5.69% 4.53% 4.37% NORTH MIAMI AVENUE -- 200' SOUTH OF NW 20TH STREET 8268 -9.01% -12.82% -11.41% Average Annual Growth Rate -0.39% -2.09% -1.59% Table 3c - 2015 to 2045 SERPM Traffic Volumes Growth Roadway FDOT Site 2015 2045 NW 2 Avenue from 1-195 (NW 37th Street) to 1-395 overpass 8612 8,130 17,060 NW 20 Street from 1-95 Overpass to NE 2 Ave 8418 9,870 17,300 N Miami Avenue from NE 17 Street to 1-195 8268 36,390 46,750 Total 54,390 81,110 Annual Growth Rate 1.34% LANGA ENGINEERING & ENVIRONMENTAL SERV FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2020 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 8268 - NORTH MIAMI AVENUE, 200' SOUTH OF NW 20TH STREET YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2020 16400 F N 8600 S 7800 9.00 54.20 10.40 2019 17200 C N 9000 S 8200 9.00 54.60 11.00 2018 14000 S N 5100 S 8900 9.00 54.30 12.10 2017 13800 F N 5000 S 8800 9.00 55.00 12.60 2016 13400 C N 4900 S 8500 9.00 54.50 13.50 2015 32000 T N 19000 S 13000 9.00 54.70 13.70 2014 31000 S N 18500 S 12500 9.00 54.50 17.40 2013 31000 F N 18500 S 12500 9.00 52.40 16.20 2012 31500 C N 19000 5 12500 9.00 55.70 16.00 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES Traffic Trends - V3.0 NORTH MIAMI AVENUE -- 200' SOUTH OF NW 20TH STREET FIN# Location 0 1 County: Station #: Highway: Miami -Dade (87) 8268 NORTH MIAMI AVENUE 40000 — 20000 a) 7 t 0 d u ra -20000 ❑ a) E -40000 a) -60000 2015 2020 -80000 — Observed Count Fitted Curve 2030 2035 2040 204 Year D ** Annual Trend Increase: Trend R-squared: Trend Annual Historic Growth Rate: Trend Growth Rate (2019 to Design Year): Printed: -2,900 33.45% -12.13% -23.58% 6-Dec-21 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 32000 23900 2016 13400 21000 2017 13800 18100 2018 14000 15200 2019 17200 12300 2024 Opening Year Trend 2024 N/A -2200 2035 Mid -Year Trend 2035 N/A -34100 2045 Design Year Trend 2045 N/A -63100 TRANPLAN Forecasts/Tren';dy�' Att C N *Axle -Adjusted Traffic Trends - V3.0 NORTH MIAMI AVENUE -- 200' SOUTH OF NW 20TH STREET FIN# Location 0 1 County: Station #: Highway: Miami -Dade (87) 8268 NORTH MIAMI AVENUE 35000 — 30000 ra a) 25000 a) 20000 'Es 15000 ❑ a) ns > 10000 5000 0 2015 Observed Count Fitted Curve 2020 2025 2 ear 2035 2040 2045 Trend R-squared: 26.67% Compounded Annual Historic Growth Rate: -11.25% Compounded Growth Rate (2019 to Design Year): -11.26% Printed: 20-Dec-21 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 32000 21600 2016 13400 19200 2017 13800 17000 2018 14000 15100 2019 17200 13400 2024 Opening Year Trend 2024 N/A 7400 2035 Mid -Year Trend 2035 N/A 2000 2045 Design Year Trend 2045 N/A 600 TRANPLAN Forecasts/Tren';dy�' C N *Axle -Adjusted Traffic Trends - V3.0 NORTH MIAMI AVENUE -- 200' SOUTH OF NW 20TH STREET FIN# Location 0 1 County: Station #: Highway: Miami -Dade (87) 8268 NORTH MIAMI AVENUE 35000 — 30000 rt 25000 a) 7 20000 15000 (a 10000 0 a) co 5000 a) 0 -5000 Observed Count Fitted Curve 2015 2020 2025 2030 • 2040 204 -10000 — Year Trend R-squared: 55.53% Compounded Annual Historic Growth Rate: -18.35% Compounded Growth Rate (2019 to Design Year): #NUM! Printed: 20-Dec-21 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 32000 27000 2016 13400 20500 2017 13800 16800 2018 14000 14100 2019 17200 12000 2024 Opening Year Trend 2024 N/A 5600 2035 Mid -Year Trend 2035 N/A -1300 2045 Design Year Trend 2045 N/A -4900 TRANPLAN Forecasts/Tren';dy�' C N *Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2020 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 8418 - NW 20 ST, 200 FT E OF NW 1 CT YEAR 2020 2019 2018 2017 2016 2015 2014 2013 2012 AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 13500 C E 7700 16000 C E 8100 16400 C E 9300 12500 C E 6500 10500 C E 5200 12200 C E 6800 12900 C E 6900 11600 F E 6500 11600 C E 6500 W 5800 9.00 56.00 2.70 W 7900 9.00 56.00 4.20 W 7100 9.00 54.30 3.10 W 6000 9.00 55.70 3.00 W 5300 9.00 56.10 5.40 W 5400 9.00 57.40 10.00 W 6000 9.00 59.30 21.10 W 5100 9.00 58.90 16.20 W 5100 9.00 59.70 16.00 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES Traffic Trends - V3.0 NW 20 ST -- 200 FT E OF NW 1 CT FIN# Location 0 1 County: Station #: Highway: Miami -Dade (87) 8418 NW 20 ST 60000 — 50000 a) 7 40000 u (a i` 30000 ❑ a) 20000 a) 10000 0 2015 Observed Count Fitted Curve 2020 2025 2 ea 2035 2040 2045 ** Annual Trend Increase: Trend R-squared: Trend Annual Historic Growth Rate: Trend Growth Rate (2019 to Design Year): Printed: 1,350 69.17% 12.50% 8.33% 6-Dec-21 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 12200 10800 2016 10500 12200 2017 12500 13500 2018 16400 14900 2019 16000 16200 2024 Opening Year Trend 2024 N/A 23000 2035 Mid -Year Trend 2035 N/A 37800 2045 Design Year Trend 2045 N/A 51300 TRANPLAN Forecasts/Tren';dy�' C N *Axle -Adjusted Traffic Trends - V3.0 NW 20 ST -- 200 FT E OF NW 1 CT FIN# Location 0 1 County: Station #: Highway: Miami -Dade (87) 8418 NW 20 ST 250000 — 0200000 a) 7 t a) r150000 (a 0100000 a) co ns a) 50000 0 2015 2020 2025 i Observed Count Fitted Curve i 2 Year 2035 2040 2045 Trend R-squared: 67.25% Compounded Annual Historic Growth Rate: 10.41% Compounded Growth Rate (2019 to Design Year): 10.40% Printed: 20-Dec-21 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 12200 10900 2016 10500 12100 2017 12500 13300 2018 16400 14700 2019 16000 16200 2024 Opening Year Trend 2024 N/A 26600 2035 Mid -Year Trend 2035 N/A 78900 2045 Design Year Trend 2045 N/A 212000 TRANPLAN Forecasts/Tren;erS C N *Axle -Adjusted Traffic Trends - V3.0 NW 20 ST -- 200 FT E OF NW 1 CT FIN# Location 0 1 County: Station #: Highway: Miami -Dade (87) 8418 NW 20 ST 25000 — 20000 a) 7 t a) r 15000 (a 0 10000 a) co ns a) 5000 0 Observed Count Fitted Curve 111 2015 2020 2025 2Qear 2035 2040 2045 Trend R-squared: Compounded Annual Historic Growth Rate: Compounded Growth Rate (2019 to Design Year): 53.46% 9.53% 1.16% Printed: 20-Dec-21 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 12200 10700 2016 10500 12700 2017 12500 13900 2018 16400 14800 2019 16000 15400 2024 Opening Year Trend 2024 N/A 17500 2035 Mid -Year Trend 2035 N/A 19700 2045 Design Year Trend 2045 N/A 20800 TRANPLAN Forecasts/Tren;erS C N *Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2020 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 8612 - NW 2ND AVENUE, 200' NORTH OFNW 24 ST (2011 OFF SYSTEM CYCLE) YEAR AADT DIRECTION 1 DIRECTION 2 2020 11800 C N 6600 S 5200 2019 7800 T N 3600 S 4200 2018 8000 S N 3700 S 4300 2017 8900 F N 4100 S 4800 2016 9100 C N 4200 S 4900 2015 7200 T 0 0 2014 7300 S 2013 7300 F 0 0 2012 7300 C N 0 5 0 *K FACTOR D FACTOR T FACTOR 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 56.00 3.40 56.00 2.50 54.30 3.80 59.30 3.00 56.10 5.20 57.40 5.00 59.30 10.70 58.90 16.20 59.70 16.00 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES Traffic Trends - V3.0 NW 2ND AVENUE -- 200' NORTH OFNW 24 ST FIN# Location 0 1 County: Station #: Highway: Miami -Dade (87) 8612 NW 2ND AVENUE Average Daily Traffic (Vehicles/Day) 10000 — 9000 8000 7000 6000 5000 4000 3000 2000 1000 0 2015 Observed Count Fitted Curve 111 2020 2025 2,0t30 2035 2040 2045 ** Annual Trend Increase: Trend R-squared: Trend Annual Historic Growth Rate: Trend Growth Rate (2019 to Design Year): Printed: 10 0.04% 0.00% 0.14% 6-Dec-21 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 7200 8200 2016 9100 8200 2017 8900 8200 2018 8000 8200 2019 7800 8200 2024 Opening Year Trend 2024 N/A 8300 2035 Mid -Year Trend 2035 N/A 8400 2045 Design Year Trend 2045 N/A 8500 TRANPLAN Forecasts/Tren';dy�' C N *Axle -Adjusted Traffic Trends - V3.0 NW 2ND AVENUE -- 200' NORTH OFNW 24 ST FIN# Location 0 1 County: Station #: Highway: Miami -Dade (87) 8612 NW 2ND AVENUE Average Daily Traffic (Vehicles/Day) 10000 — 9000 8000 7000 6000 5000 4000 3000 2000 1000 0 Observed Count Fitted Curve 111 2015 2020 2025 2Qear 2035 2040 2045 Trend R-squared: 5.51% Compounded Annual Historic Growth Rate: 1.55% Compounded Growth Rate (2019 to Design Year): 0.22% Printed: 20-Dec-21 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 7200 7900 2016 9100 8100 2017 8900 8200 2018 8000 8300 2019 7800 8400 2024 Opening Year Trend 2024 N/A 8600 2035 Mid -Year Trend 2035 N/A 8800 2045 Design Year Trend 2045 N/A 8900 TRANPLAN Forecasts/Tren';dy�' C N *Axle -Adjusted Traffic Trends - V3.0 NW 2ND AVENUE -- 200' NORTH OFNW 24 ST FIN# Location 0 1 County: Station #: Highway: Miami -Dade (87) 8612 NW 2ND AVENUE Average Daily Traffic (Vehicles/Day) 10000 — 9000 8000 7000 6000 5000 4000 3000 2000 1000 0 2015 Observed Count Fitted Curve 0111 111 2020 2025 2,0t30 2035 2040 2045 Trend R-squared: 0.26% Compounded Annual Historic Growth Rate: 0.31 % Compounded Growth Rate (2019 to Design Year): 0.32% Printed: 20-Dec-21 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2015 7200 8100 2016 9100 8100 2017 8900 8200 2018 8000 8200 2019 7800 8200 2024 Opening Year Trend 2024 N/A 8400 2035 Mid -Year Trend 2035 N/A 8600 2045 Design Year Trend 2045 N/A 8900 TRANPLAN Forecasts/Tren';dy�' C N *Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2020 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 8268 - NORTH MIAMI AVENUE, 200' SOUTH OF NW 20TH STREET YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2020 16400 F N 8600 S 7800 9.00 54.20 10.40 2019 17200 C N 9000 S 8200 9.00 54.60 11.00 2018 14000 S N 5100 S 8900 9.00 54.30 12.10 2017 13800 F N 5000 S 8800 9.00 55.00 12.60 2016 13400 C N 4900 S 8500 9.00 54.50 13.50 2015 32000 T N 19000 S 13000 9.00 54.70 13.70 2014 31000 S N 18500 S 12500 9.00 54.50 17.40 2013 31000 F N 18500 S 12500 9.00 52.40 16.20 2012 31500 C N 19000 5 12500 9.00 55.70 16.00 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES Traffic Trends - V3.0 NORTH MIAMI AVENUE -- 200' SOUTH OF NW 20TH STREET FIN# Location 0 1 County: Station #: Highway: Miami -Dade (87) 8268 NORTH MIAMI AVENUE 40000 — 20000 a) 7 t 0 d u ra -20000 ❑ a) E -40000 a) -60000 Observed Count Fitted Curve 2012 2017 2022 2027 2032 2037 2042 -80000 — Year ** Annual Trend Increase: Trend R-squared: Trend Annual Historic Growth Rate: Trend Growth Rate (2019 to Design Year): Printed: -3,039 67.74% -9.01% -24.53% 5-Jan-22 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2012 31500 33600 2013 31000 30600 2014 31000 27500 2015 32000 24500 2016 13400 21500 2017 13800 18400 2018 14000 15400 2019 17200 12400 2024 Opening Year Trend 2024 N/A -2800 2035 Mid -Year Trend 2035 N/A -36300 2045 Design Year Trend 2045 N/A -66700 TRANPLAN Forecasts/Tren';dy�' Att C N *Axle -Adjusted Traffic Trends - V3.0 NORTH MIAMI AVENUE -- 200' SOUTH OF NW 20TH STREET FIN# Location 0 1 County: Station #: Highway: Miami -Dade (87) 8268 NORTH MIAMI AVENUE 40000 — 35000 ra d 30000 0 t a) > 25000 u I` 20000 ❑ a) 15000 ns a) Q 10000 5000 0 Observed Count Fitted Curve i I I i 1 1 1 1 1 I I 2012 2017 2022 2027Year 2032 2037 2042 Trend R-squared: 64.34% Compounded Annual Historic Growth Rate: -12.82% Compounded Growth Rate (2019 to Design Year): -12.58% Printed: 5-Jan-22 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2012 31500 34500 2013 31000 30100 2014 31000 26200 2015 32000 22900 2016 13400 19900 2017 13800 17400 2018 14000 15200 2019 17200 13200 2024 Opening Year Trend 2024 N/A 6700 2035 Mid -Year Trend 2035 N/A 1500 2045 Design Year Trend 2045 N/A 400 TRANPLAN Forecasts/Tren';dy�' At C N *Axle -Adjusted Traffic Trends - V3.0 NORTH MIAMI AVENUE -- 200' SOUTH OF NW 20TH STREET FIN# Location 0 1 County: Station #: Highway: Miami -Dade (87) 8268 NORTH MIAMI AVENUE 40000 — 35000 rt d 30000 0 t a) > 25000 u I` 20000 ❑ a) 15000 ns a) Q 10000 5000 0 Observed Count Fitted Curve i I I i i I i i I i I I I I I I I I I i 2012 2017 2022 2027Year 2032 2037 2042 Trend R-squared: Compounded Annual Historic Growth Rate: Compounded Growth Rate (2019 to Design Year): Printed: 60.24% -11.41% -10.01% 5-Jan-22 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2012 31500 36200 2013 31000 29300 2014 31000 25300 2015 32000 22400 2016 13400 20200 2017 13800 18300 2018 14000 16800 2019 17200 15500 2024 Opening Year Trend 2024 N/A 10600 2035 Mid -Year Trend 2035 N/A 4500 2045 Design Year Trend 2045 N/A 1000 TRANPLAN Forecasts/Tren';dy�' At C N *Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2020 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 8418 - NW 20 ST, 200 FT E OF NW 1 CT YEAR 2020 2019 2018 2017 2016 2015 2014 2013 2012 AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 13500 C E 7700 16000 C E 8100 16400 C E 9300 12500 C E 6500 10500 C E 5200 12200 C E 6800 12900 C E 6900 11600 F E 6500 11600 C E 6500 W 5800 9.00 56.00 2.70 W 7900 9.00 56.00 4.20 W 7100 9.00 54.30 3.10 W 6000 9.00 55.70 3.00 W 5300 9.00 56.10 5.40 W 5400 9.00 57.40 10.00 W 6000 9.00 59.30 21.10 W 5100 9.00 58.90 16.20 W 5100 9.00 59.70 16.00 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES Traffic Trends - V3.0 NW 20 ST -- 200 FT E OF NW 1 CT FIN# Location 0 1 County: Station #: Highway: Miami -Dade (87) 8418 NW 20 ST 35000 — 30000 rt a) 25000 a) 20000 'Es 15000 ❑ a) r4 > 10000 5000 0 2012 2017 Observed Count Fitted Curve ii 2022 2027Year 2032 2037 2042 ** Annual Trend Increase: Trend R-squared: Trend Annual Historic Growth Rate: Trend Growth Rate (2019 to Design Year): Printed: 618 50.71% 5.69% 4.10% 5-Jan-22 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2012 11600 10800 2013 11600 11400 2014 12900 12000 2015 12200 12700 2016 10500 13300 2017 12500 13900 2018 16400 14500 2019 16000 15100 2024 Opening Year Trend 2024 N/A 18200 2035 Mid -Year Trend 2035 N/A 25000 2045 Design Year Trend 2045 N/A 31200 TRANPLAN Forecasts/Tren';dy�' C N *Axle -Adjusted Traffic Trends - V3.0 NW 20 ST -- 200 FT E OF NW 1 CT FIN# Location 0 1 County: Station #: Highway: Miami -Dade (87) 8418 NW 20 ST 50000 — 45000 40000 a) .2 35000 a) 30000 25000 20000 a) a) ns 15000 10000 5000 0 Observed Count Fitted Curve i I I i i I i i I i I I I I I I I I I i 2012 2017 2022 2027Year 2032 2037 2042 Trend R-squared: 48.15% Compounded Annual Historic Growth Rate: 4.53% Compounded Growth Rate (2019 to Design Year): 4.54% Printed: 5-Jan-22 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2012 11600 11000 2013 11600 11500 2014 12900 12000 2015 12200 12500 2016 10500 13100 2017 12500 13700 2018 16400 14300 2019 16000 15000 2024 Opening Year Trend 2024 N/A 18700 2035 Mid -Year Trend 2035 N/A 30500 2045 Design Year Trend 2045 N/A 47600 TRANPLAN Forecasts/Tren';dy�' C N *Axle -Adjusted Traffic Trends - V3.0 NW 20 ST -- 200 FT E OF NW 1 CT FIN# Location 0 1 County: Station #: Highway: Miami -Dade (87) 8418 NW 20 ST 18000 — 16000 rt 0 14000 a) d 12000 ra 10000 8000 a) 6000 a) 4000 2000 0 Observed Count Fitted Curve i I I i i I i i I i I I I I I I I I I i 2012 2017 2022 2027Year 2032 2037 2042 Trend R-squared: Compounded Annual Historic Growth Rate: Compounded Growth Rate (2019 to Design Year): Printed: 34.46% 4.37% 0.64% 5-Jan-22 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2012 11600 10600 2013 11600 11800 2014 12900 12600 2015 12200 13100 2016 10500 13500 2017 12500 13800 2018 16400 14100 2019 16000 14300 2024 Opening Year Trend 2024 N/A 15200 2035 Mid -Year Trend 2035 N/A 16200 2045 Design Year Trend 2045 N/A 16900 TRANPLAN Forecasts/Tren';dy�' C N *Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2020 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 8612 - NW 2ND AVENUE, 200' NORTH OFNW 24 ST (2011 OFF SYSTEM CYCLE) YEAR AADT DIRECTION 1 DIRECTION 2 2020 11800 C N 6600 S 5200 2019 7800 T N 3600 S 4200 2018 8000 S N 3700 S 4300 2017 8900 F N 4100 S 4800 2016 9100 C N 4200 S 4900 2015 7200 T 0 0 2014 7300 S 2013 7300 F 0 0 2012 7300 C N 0 5 0 *K FACTOR D FACTOR T FACTOR 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 56.00 3.40 56.00 2.50 54.30 3.80 59.30 3.00 56.10 5.20 57.40 5.00 59.30 10.70 58.90 16.20 59.70 16.00 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES Traffic Trends - V3.0 NW 2ND AVENUE -- 200' NORTH OFNW 24 ST FIN# Location 0 1 County: Station #: Highway: Miami -Dade (87) 8612 NW 2ND AVENUE 14000 — _ 12000 a) • 10000 a) • 8000 Es 6000 ❑ a) a) r4 > 4000 2000 0 Observed Count Fitted Curve i 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 I I 2012 2017 2022 2027Year 2032 2037 2042 ** Annual Trend Increase: Trend R-squared: Trend Annual Historic Growth Rate: Trend Growth Rate (2019 to Design Year): Printed: 163 27.80% 2.15% 1.97% 5-Jan-22 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2012 7300 7300 2013 7300 7500 2014 7300 7600 2015 7200 7800 2016 9100 7900 2017 8900 8100 2018 8000 8300 2019 7800 8400 2024 Opening Year Trend 2024 N/A 9200 2035 Mid -Year Trend 2035 N/A 11000 2045 Design Year Trend 2045 N/A 12700 TRANPLAN ;dy�' Forecasts/Tren'Of C N *Axle -Adjusted Traffic Trends - V3.0 NW 2ND AVENUE -- 200' NORTH OFNW 24 ST FIN# Location 0 1 County: Station #: Highway: Miami -Dade (87) 8612 NW 2ND AVENUE 16000 — 14000 ra 12000 7 t a) > 10000 u ra I` 8000 ❑ 6000 ns a) Q 4000 2000 0 2012 Observed Count Fitted Curve 2017 2022 2027Year 2032 2037 2042 Trend R-squared: 29.77% Compounded Annual Historic Growth Rate: 2.03% Compounded Growth Rate (2019 to Design Year): 2.12% Printed: 5-Jan-22 Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2012 7300 7300 2013 7300 7400 2014 7300 7600 2015 7200 7800 2016 9100 7900 2017 8900 8100 2018 8000 8300 2019 7800 8400 2024 Opening Year Trend 2024 N/A 9300 2035 Mid -Year Trend 2035 N/A 11800 2045 Design Year Trend 2045 N/A 14500 TRANPLAN Forecasts/Tren';dy�' C N *Axle -Adjusted Traffic Trends - V3.0 NW 2ND AVENUE -- 200' NORTH OFNW 24 ST FIN# Location 0 1 County: Station #: Highway: Miami -Dade (87) 8612 NW 2ND AVENUE Average Daily Traffic (Vehicles/Day) 10000 — 9000 8000 7000 6000 5000 4000 3000 2000 1000 0 2012 2017 oObserved Count Fitted Curve i 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 I I 2022 2027Year 2032 2037 2042 Trend R-squared: Compounded Annual Historic Growth Rate: Compounded Growth Rate (2019 to Design Year): Printed: 30.55% 2.26% 0.40% 5-Jan-22 Decaying Exponential Growth Option Year Traffic (ADT/AADT) Count* Trend** 2012 7300 7100 2013 7300 7500 2014 7300 7700 2015 7200 7900 2016 9100 8000 2017 8900 8100 2018 8000 8200 2019 7800 8300 2024 Opening Year Trend 2024 N/A 8600 2035 Mid -Year Trend 2035 N/A 9000 2045 Design Year Trend 2045 N/A 9200 TRANPLAN Forecasts/Tren';dyr' C N *Axle -Adjusted 2. NE 20th Street from NW 7th Ave to NE 2nd Avenue - 2045 12230 14540 NV4'' 1° r ST tkct' H T F L n 0 a 6710 6060 2 • z 6130, _rrTH ST 7920 NW 215T ST m w 0 I� '- I N,1 21TH TEF. :1ST 4110 5320 602Q 7190 0 0 8620 6030 63s0 109 50 2 sn u3 3770 NE_ NE 20TH TEF . 3760 NE1CTH TER : 2 0 NE 1 1H 5T St NE215TST o 4600 s NE:3770TER z ENE 197 rn 2 2 r*. m In N NE NE 20th Street from NW 7th Ave to NE 2nd Avenue - 2015 2530 2380 Y F NE 19TH TER 3. NW 2nd Avenue from 195 (NW 37th Street) to 1-395 overpass North — South Segments — 2045 Figure 2- Mid section Figure 1- North by 195 P.W.: 54101 ST 0 604 0 13830 N. 36TH ST NW 34TH T E K.n L.1 :4TH ST Ch 14190 NW 34TH lER H',',134TH ST 22ND ST r." iM 3 OTH ST a9T H ST Nvo 32ND ST = rqvi 32 Tr ST 0 mt< N1A611:10H 51 NW 28TH ST NW 27TH TER 9350 1,1 0 < NW 28TH 5 NW 27TH sr LIN TH ST CO 0 NW 30TH ST 0 RAO-WI-1ST 9350 0 NW 28TH ST —hi TER TH ST gi - .iTH ST -t. 0 0 NW 27TH ST NW 26TH ST 5TH ST NW 25TH ST 3.31 GO CO iqW 22ND ST 1111 215T ST ov0 0 0 Figure 1-South by 395 NW 2nd Avenue from 195 (NW 37th Street) to 1-395 overpass North — South Segments — 2015 Figure 2- Mid section Figure 1- North by 195 9520 7T H c66°1 na 17401 ST o 2720 , 5340 H ST 6240 NW 35TH ST NW34THTER 0 NW 33RD ST ® ▪ NW 34711 ST NW33RD ST NW 32ND 5T NVV 315T ST NW 3 0TH 51 4830 rJ.'v29TH5T N."i 32ND ST NW 315T ST N 0 5920 - 23THST NW 47THTER NW3CTHSST N,',3660H S 5250 Nob 28TH ST 1- u NW 27TH ST 0 0 NW rVTH 5T —u cr N. 76TH ST ST TER NW 28TH ST jT L 0 1 _-T • N4.427THST 0 NW 26TH ST NW 25TH ST 4,11 131 0 NW 0 2780 2940 0 0 0 93 0 1850~' 2850, Figure 2 South by 395 2151 `T ke �1s80's� ▪ 1• 680 1850- 2850, 4. N Miami Avenue (and NW 2"d Ave) between 195 & 395 Highways —2045 South by 395 6020 5620 411C 50 8030 6310 I c 2360 1.%_ -- w I,a _ W a Lg 10350 It i N 3 0 o 5620 6 24 0 z 2750 -1980 2180 z220 12270 12030 10520 1384 CO W 600 0 8600 Mid Section between 195 and 395 North by 195 - _ , 8055 NY.' 32ND ST ..428THST t 27T H T ER I.'1 27TH : o 'IN 25TH Sr 14190 i ST NW 34TH TER rn v or 34TH ST NW 33RD ST NW 28TH ST ig NW 27TH ST MN 2€TH ST NW 25TH ST M.V 33RD ST NW 32ND St NW 3IST ST N ;•, 76401 11070 NV128TH 5T toy 25TH ST NW 24TH ST 71350- n� �4IF-._ ..' m 1::62230 S860 15150 NE25Th ST N Miami Avenue (and NW 2"d Ave) between 195 & 395 Highways —2015 Mid Section between 195 and 395 South by 395 1350 ✓ o m ▪ ▪ - 60 2050 CO y m a 1050 1570 0 0 N 4351' 5510 2790 3410 5140 2830 2530 2350 450 1470 1630 1830 E410 .3230 3230 12 7 5 a 2 21r� North by 195 399- H'� 9520 6ct;1C —H I 2332{1 o r•rr; 2720-1 7 53-0 35TH ST -- 16a50- 5, II 2720 6240 NYv 25TH a 6340 05TH ST 34TH TER NYJ 34TH TER 0 0 0 1 �=7 N m CO N1V 34TH 5T uV 334.0 ST 31SI ST ti T. 34TH ST IM 3.4THTEr NW" 33RC' ITII M1P;t 32ND 5T NVY 34TH 57 N5V' 33RC 3-3 NV s_ 315T ST rn 30TH5T N,Ad 3157 S P{W 30TH 5T 5250 5. s NV143201 ST 5760 p4 ME PAMmorMiami-Dade County GIS Open Data Cuo OGRGeoJSD OBJECSO 983 OGRGe &ON 7AZ 00000515 OG R.Ge oJ S DN:WOR.KER.S0 o 622 OGRGeoJ&Dk POP10 376 DC RGeoJSD SHAPE end 21 276506 OGRGe SDk SHA E Area 2731301.820607 L Traffic Analysis Zones 2010 J &i TAZ of Origin ounty Regional TAZ Trips / Percent DIRECTIONAL TRIP DISTRI Miami -Dade 2015 Base Year Direction Trip Distribution Summary Cardinal Directions ENE NOTICE This submMal needs to be scheduled for a public hearing In accordance whh timelines set forth in the City of Miami Colt Th, applira de decision -making body thil re,ewthe Information at the pubbc hearing to render recommendation or a final decision. PZ-21-11667 12/29/22 495 495 496 496 497 497 3395 3395 Trips Percent 186 11.0 105 12.0 65 74 91 241 264 422 181 Rttr' Ew CO 4.4 49 5.4 14.3 15.6 25.0 10.7 3396 Trips 49 90 139 15.9 83 214 89 139 874 3396 Percent Trips 5.6 5.6 10.3 24.6 10.2 15.9 3397 53 7.5 115 90 108 129 75 722 3397 Percent 9.1 16.0 12.5 11.5 15.0 18.0 10.5 498 3398 Trips 684 152 226 200 457 482 399 647 3,255 498 3398 Percent 21.1 4.7 7.0 6.2 14.1 14.8 12.3 19.9 499 3399 Trips 314 134 184 239 246 366 327 293 2,133 499 3399 Percent 14.9 6.4 8.8 11.4 11.7 17.4 15.5 13.9 500 3400 I Trips 589 217 285 227 440 606 575 522 3,519 500 3400 Percent 17.0 6.3 8.2 6.6 12.7 17.5 16.6 15.1 501 3401 Trips 273 112 266 115 104 284 238 272 1,672 501 3401 Percent 16.4 6.8 16.0 6.9 6.3 17.1 14.3 16.4 502 3402 1 3402 3403 3403 Trips 121 54 93 107 94 234 189 114 1,021 502 Percent 12.0 5.4 9.2 10.7 9.4 23.3 18.8 11.3 503 Trips 408 141 131 256 287 358 354 244 2,202 503 Percent 18.7 6.5 6.0 11.8 13.2 16.4 16.3 11.2 504 L 3404 Trips 106 75 65 87 106 159 206 121 937 504 34041 3405 3405 3406 i 3406 3407 3407 I 3408 3408 3409 3409 Percent 11.5 8.1 7.0 9.5 11.5 17.2 22.2 13.0 505 Trips 279 151 224 318 289 522 485 18.7 446 16.5 327 2,697 505 Percent 10.8 5.8 8.7 12.3 11.1 20.1 12.6 506 1 Trips 483 76 171 329 324 554 313 2,777 506 Percent 17.9 2.8 6.4 12.2 12.0 20.5 11.6 507 Trips 391 148 215 353 341 515 308 458 2,753 507 Percent 14.3 5.4 7.9 13.0 12.5 18.9 11.3 16.8 508 1 Trips 47 17 14 48 58 109 44 49 394 508 Percent 12.1 4.4 3.5 12.5 15.1 28.3 11.5 12.6 509 Trips 103 98 60 106 110 166 75 90 808 509 Percent 12.7 12.1 7.5 13.1 13.6 20.6 9.3 11.2 510 i 3410 Trips 591 330 299 463 648 699 484 471 4,116 510 3410 3411 3411 I 3412 Percent 14.8 8.3 7.5 11.6 16.3 17.5 12.1 11.8 511 Trips 390 91 223 408 372 632 292 363 2,860 511 Percent 14.1 3.3 8.1 14.7 13.4 22.8 10.5 13.1 512 i Trips 134 49 106 122 233 309 141 240 1,344 512 3412 Percent 10.0 3.7 8.0 9.2 17.4 23.2 10.6 18.0 513 3413 3413 3414 Trips 746 104 248 760 749 1,260 632 824 5,503 513 Percent 14.0 2.0 4.7 14.3 14.1 23.7 11.9 15.5 514 Trips 210 83 75 222 259 474 258 276 1,858 514 3414 Percent 11.3 4.5 4.1 12.0 13.9 25.5 13.9 14.9 515 3415 Trips 655 305 233 472 616 808 449 706 4,282 515 3415 Percent 15.4 7.2 5.5 11.1 14.5 19.0 10.6 16.6 516 3416 Trips 3416 Percent 3417 Trips 1,764 13.6 366 682 1,406 2,174 2,919 1,415 2,265 13,250 516 2.8 5.3 10.8 16.7 22.5 10.9 17.4 517 850 167 308 239 1,605 1,619 887 1,188 7,083 517 3417 Percent 12.4 2.4 4.5 3.5 23.4 23.6 12.9 17.3 518 3418 Trips 554 126 228 179 1,298 1,478 820 944 5,703 518 3418 Percent 9.9 2.3 4.1 3.2 23.1 26.3 14.6 16.8 519 3419 Trips 1,252 576 371 846 1,489 1,804 1,418 1,771 9,802 519 3419 Percent 13.1 6.1 3.9 8.9 15.6 18.9 14.9 18.6 520 3420 Trips 922 196 358 262 1,654 2,044 1,469 1,221 8,370 520 3420 Percent 11.4 2.4 4.4 3.2 20.4 25.2 18.1 15.0 24 PUBLic TAZ of Origin County Regional DIRECTIONAL TRIP DISTRI Miami -Dade 2045 Cost Feasible Plan Direction Trip Distribution Summar Cardinal Directions Trips / Percent NOTICE This submttal needs to be scheduled for a public hearing In accordance whh timelines set forth in the City of Miami Code. The applies tie decision -ma long baby will review the information at the public hearing to render a recommend10on or a final decision. PZ-21-11667 TAZ 495 495 496 496 497 497 TAZ 3395 3395 Trips Percent MilIMENIFIIIMWIMENIMMill. 451 14.1 192 498 441 13.8 658 353 A„,; i L/Ly/ZZ Q 223 RFV' 7.0 6.0 15.6 20.6 11.1 EW CO 3396 Trips 123 62 59 115 238 217 99 114 1,035 3396 Percent 12.0 6.0 5.7 11.2 23.2 21.1 9.7 11.1 3397 Trips 91 115 65 181 128 130 126 86 922 3397 Percent 9.9 12.5 7.0 19.7 13.9 14.1 13.7 9.3 498 3398 Trips 876 211 319 331 730 533 503 716 4,235 498 3398 3399 3399 Percent 20.8 5.0 7.6 7.9 17.3 12.6 11.9 17.0 499 Trips 538 210 250 396 413 668 546 406 3,491 499 Percent 15.7 6.1 7.3 11.6 12.1 19.5 15.9 11.8 500 3400 Trips 817 383 380 316 614 730 942 880 5,197 500 3400 Percent 16.1 7.6 7.5 6.2 12.1 14.4 18.6 17.4 501 3401 3401 3402 Trips 437 210 270 144 230 503 636 550 3,063 501 Percent 14.7 7.0 9.1 4.8 7.7 16.9 21.4 18.5 502 Trips 290 114 161 248 212 477 614 349 2,512 502 3402 Percent 11.8 4.6 6.5 10.1 8.6 19.4 24.9 14.2 503 3403 Trips 461 201 236 283 330 424 512 387 2,856 503 3403 Percent 16.3 7.1 8.3 10.0 11.6 15.0 18.1 13.7 504 3404 Trips 212 78 63 141 173 307 250 149 1,372 504 3404 3405 3405 3406 i 3406 3407 3407 Percent 15.5 5.7 4.6 10.3 12.6 22.4 18.2 10.8 505 Trips 279 158 202 327 390 638 479 409 2,992 505 Percent 9.7 5.5 7.0 11.4 13.5 22.1 16.6 14.2 506 I Trips 913 178 354 659 649 1,227 881 681 5,673 506 1 Percent 16.5 3.2 6.4 11.9 11.7 22.1 15.9 12.3 507 Trips 1,334 429 597 1,047 1,080 1,956 1,133 958 8,705 507 Percent 15.6 5.0 7.0 12.3 12.7 22.9 13.3 11.2 508 3408 Trips 119 53 66 128 189 243 154 157 1,125 508 3408 Percent 10.8 4.8 5.9 11.6 17.1 21.9 13.9 14.2 509 3409 Trips 130 97 86 146 250 263 140 116 1,228 509 3409 Percent 10.6 7.9 7.0 11.9 20.4 21.4 11.4 9.5 510 3410 Trips 837 325 327 592 1,070 975 671 693 5,663 510 3410 Percent 15.3 5.9 6.0 10.8 19.5 17.8 12.2 12.6 511 3411 Trips 590 183 184 546 749 887 521 603 4,416 511 3411 Percent 13.8 4.3 4.3 12.8 17.6 20.8 12.2 14.1 512 3412 Trips 304 86 106 259 478 491 316 366 2,464 512 3412 Percent 12.6 3.6 4.4 10.8 19.9 20.4 13.2 15.2 513 3413 Trips 1,331 287 544 1,151 1,713 2,702 1,445 1,406 11,014 513 3413 Percent 12.6 2.7 5.1 10.9 16.2 25.5 13.7 13.3 514 3414 Trips 606 285 189 446 600 1,047 522 551 4,303 514 3414 Percent 14.3 6.7 4.4 10.5 14.1 24.7 12.3 13.0 515 3415 Trips 725 397 285 645 705 1,180 658 739 5,432 515 3415 Percent 13.6 7.4 5.4 12.1 13.2 22.1 12.3 13.9 516 3416 3416 Trips Percent 2,894 745 1,048 2,185 9.6 3,635 5,772 3,094 3,438 13.6 15.1 24,020 516 12.7 3.3 4.6 15.9 25.3 517 3417 Trips 1,105 242 409 287 2,128 2,629 1,429 1,391 9,874 517 3417 3418 3418 3419 3419 Percent 11.5 2.5 4.3 3.0 22.1 27.3 14.9 14.5 518 Trips 839 173 358 238 1,663 2,343 1,264 1,259 8,310 518 Percent 10.3 2.1 4.4 2.9 20.4 28.8 15.5 15.5 519 Trips 1,442 730 441 870 1,711 2,534 2,207 1,912 12,502 519 Percent 12.2 6.2 3.7 7.4 14.5 21.4 18.6 16.1 520 3420 Trips 1,053 253 503 365 1,688 2,744 2,085 1,442 10,411 520 3420 Percent 10.4 2.5 5.0 3.6 16.7 27.1 20.6 14.2 84 An official website of the United States government Here's how you know COMMUTING CHARACTERISTICS BY SEX 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. ZCTA5 33127 Total Label Estimate V Workers 16 years and over V MEANS OF TRANSPORTATION TO WORK V Car, truck, or van Drove alone V Carpooled In 2-person carpool In 3-person carpool In 4-or-more person carpool Workers per car, truck, or van This submittal needs to to scheduled fora public hearing In accordance whh timelines set forth In the City of Miami Code. The applica Pie decision -making body will renew the information at the public hearing to render a recommended on or a final decision PZ-21-11667 12/29/22 12,616 76.6% 68.5% 8.1% 6.0% 1.0% 1.06 Public transportation (excluding taxicab) Walked Bicycle 12.4% 2.1% 2.8% Taxicab, motorcycle, or other means Worked from home V PLACE OF WORK 4.7% 1.4% V Worked in state of residence Worked in county of residence Worked outside county of residence Worked outside state of residence V Living in a place Worked in place of residence 99.4% 92.9% 6.5% 0.6% 100.0% 59.6% Worked outside place of residence 40.4% Not living in a place 0.0% V Living in 12 selected states 0.0% Worked in minor civil division of residence 0.0% 4 P U 1/4/22, 12:20 PM Census - Table Results An official website of the United States government Here's how you know MEANS OF TRANSPORTATION TO WORK L 0 Q. Note: This is a modified view of the original table produced by the U.S. Census Bureau. This download or printe version may have missing information from the original table. Label S/ Total: V Car, truck, or van: Drove alone ZCTA5 33127 Estimate 12,616 9,667 8,647 NOTICE Thls submRtal needs to he scheduled fora public hearing In accordance with timelines set forth In the City of Miami Code. The applica decision -making body MI revewthe information at the public hearing to render a recommendation or a final decision. PZ-21-11667 12/29/22 V� VIEW COV Margin of Error ±1,183 ±1,023 ±959 V Carpooled: In 2-person carpool 1,020 759 ±288 ±230 In 3-person carpool In 4-person carpool In 5- or 6-person carpool In 7-or-more-person carpool 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 Taxicab Motorcycle 135 39 33 54 1,565 1,457 74 18 16 90 21 ±100 ±40 ±51 ±88 ±377 ±373 ±62 ±20 ±25 ±29 ±78 ±33 Bicycle 347 ±223 Walked 266 ±137 Other means Worked from home 486 174 ±178 ±157 https://data.census.gov/cedsci/table?q=ZCTA5 33127&tid=ACSDT5Y2019.B08301 1/2 Page 1 - 01/12/2022 12:22 PM Project Details - NW00144 Field Name Field Value LRTP Project Code NW00144 Facility SMART Terminal Connector - N Miami Ave Limit From NE 14 St Limit To US 27 / NW 36 St Description Protected On -Road Bicycle Facility and Pedestrian Improvements LRTP Year 2045 Project Type Bicycle/Pedestrian Improvements Agency Name Miami -Dade Dept. of Transportation and Public Works Purpose Last Approved Date Last Approved User Name Last Amended Date Last Amended User Name Project Costs Funded $2656.969M Total Capital Cost $1296.083M Priority Data P1 2020-2025(Y-O-E$) P2 2026-2030(Y-O-ES) P3 2031-2035(Y-O-E$) P4 2036-2045(Y-O-E$) Preliminary Engineering $M $M $M $272.51M Right of Way $M $M $M $M Construction $M $M $M $2384.46M Operations and Maintenance $M $M $M $M Capital $M $M $M $M Page 1 - 01/12/2022 12:24 PM Project Details - NW00119 Field Name Field Value LRTP Project Code NW00119 Facility SMART Terminal Connector - NW 20th St Limit From NW 27 Ave Limit To US 1 / Biscayne Boulevard Description Protected On -Road Bicycle Facility and Pedestrian Improvements LRTP Year 2045 Project Type Bicycle/Pedestrian Improvements Agency Name Miami -Dade Dept. of Transportation and Public Works Purpose Last Approved Date Last Approved User Name Last Amended Date Last Amended User Name Project Costs Funded $4190.046M Total Capital Cost $2703.255M Priority Data P1 2020-2025(Y-O-E$) P2 2026-2030(Y-O-ES) P3 2031-2035(Y-O-E$) P4 2036-2045(Y-O-E$) Preliminary Engineering $M $M $429.748M $M Right of Way $M $M $M $M Construction $M $M $3760.298M $M Operations and Maintenance $M $M $M $M Capital $M $M $M $M PUet/ NE 167 St GOLDEN GLADES a) E NORT1 MIAM ONE MORNING TRIP AND TWO AFTERNOON TRIPS ONLY SEE SCHEDULE FOR TIMES Old N N N etrobus Terminal etrorail Station etromover Station 1 SW/NW2Ave 1* NW3St GVT Q CTR O® SW2St DOWNTOWN a) > Q (V Z HORACE MANN MIDDLE SCHOOL 16 163 St � O TER 95 St 91 St NW 79 St 08.2021 CV z > > (weekd N w z MIAMI SHORES short turn LITTLE HAITI > WYNWOOD m z 20St riji 14 St F Z > • NORTH 08/2021 @GoMiamiDade GO Miami -Dade Transit miamidade.gov/transit 0 311 or 305.468.5900 TTY/Fla Relay: 711 NOTICE This submittal needs to be' scheduled fora pubic hearing In acoordanre whh bmellnee set forth in the City of Miami Code. The appLI®Lie decision -malting body NOR rodew the information at the pubic hearing to render a recommendation or a final decM on. PZ-21-11667 12/29/22 110.. EW COV MIAMI•DADE COUNTY NORTHBOUND RUMBO NORTE/ DIREKSYON NO SW 1 Ave & 1 St NW2Ave&35St NW2Ave&79St 5:57 MORNING MANANA / MATEN 5:30 5:55 WEEKDAYS / DIAS LABORABLES / LACEMEN EVERY CADA/(HAK 20 min FROM DESDE/DE TO HASTA/A 6:25 a E 7:10 7:35 8:05 EVENING / NOCHE / ASWE 8:35 9:05 9:40 10:15 11:10 5:46 NE 84 St & 2 Ave 6:02 6:57 NW2Ave &91St N Miami Ave & NE 119 St NE 167 St & N Miami Ave NE 167 St & 15 Ave SOUTHBOUND RUMBO SUR / DIREKSYON SID { NE 167 St & 15 Ave N Miami Ave & NW 167 St 6:08 6:19 EVERY CADA/CHAK 20 min FROM DESDE/DE 7:44 TO HASTA/A 8:24 6:28 6:39 6:48 5:23 7:24 8:45 8:54 6:41 6:52 7:27 7:40 MORNING MANANA/MATEN 904 9:48 9:23 10:03 7:36 9:06 10:00 7:45 6:16 9:15 10:09 10:23 11:03 1:23 7:52 8:05 8:22 8:35 8:52 9:05 9:20 9:31 9:55 10:06 10:30 10:41 11:25 11:36 AFTERNOON & EVENING / TARDE Y NOCHE /APREMIDI, CHAKASWE 12:03 12:23 12:58 10:48 11:48 12:48 1:00 11:09 12:09 1:10 11:00 MORNING MANANA/ MATEN 7:09 8:08 9:31 12:00 10:32 11:29 1:18 2:00 1:46 1:58 2:08 2 20 3:01 3:23 4:03 4:23 5:08 5:27 6:07 6 27 7:11 2:46 3:50 4:50 5:53 2:58 4:02 3:08 4:12 5:03 6:06 5:14 6:17 7:29 8:10 9:10 9:36 6:58 10:11 7:51 7:11 8:03 7:20 8:12 10:46 11:41 8:46 8:58 9:07 AFTERNOON & EVENING / TARDE Y NOCHE /APREMIDI, CHAKASWE 12:27 1:27 2:26 3:29 4:32 5:34 6:24 7:31 9:22 5:31 6:24 7:20 8:19 9:42 10:43 11:39 12:37 1:37 2:36 3:40 4:43 5:48 6:38 7:41 9:29 N Miami Ave & NW 119 St NW2Ave &91St 5:41 NE 84 St & 2 Ave 4:56 NW 2 Ave & 79 St NW2Ave&35St SW 1 Ave & 1 St 6:34 7:32 MORNING MANANA/ MATEN 5:28 5:53 8:31 758 8:17 9:54 10:55 EVERY CADA/CHAK 20 min FROM DESDE/DE 5:52 6:23 a TO HASTA/A 6:31 7:08 11:50 12:48 1:48 2:47 3:51 4:54 5:59 6:49 7:51 9:39 10:28 AFTERNOON & EVENING / TARDE Y NOCHE / APREMIDI, CHAK ASWE 7:13 7:33 7:31 7:43 8:03 10:33 10:42 8:33 9:03 Scheduled times are approximate. Actual arrival and departure times may vary depending on traffic and road conditions. Las horas publicaclas son aproximadas, pbes dependen del trafico y otras condiciones oe las vias. / Ore yo apwoksimatif. / Vre le bis yo ap rive oswa deplase ka varye selon kondisyon sikil O ©O @GoMiamiDade t miamidade.gov/transit O 311 or 305.46 NORTHBOUND RUMBO NORTE / DIREKSYON NU SW 1 Ave & 1 St NW2Ave&355t NW 2 Ave & 79 St NE 84 St & 2 Ave MORNING MANANA/MATEN 6:00 6:30 SATURDAY / SABADO / SAMDI EVERY CDA/CHAK 20 min FROM DESDE/DE TO HASTA/A 7:00 ¢ F. 5:40 AFTERNOON & EVENING TARDEY NOCHE/APREMIDI, CHAKASWE 6:00 6:30 7:10 7:50 8:30 9:10 10:00 6:18 6:48 7:18 5:59 6:17 6:47 7:27 8:07 8:47 9:25 10:15 6:28 6:58 7:28 6:10 6:28 6:58 7:38 8:18 8:58 9:34 10:24 11:10 11:25 11:34 SOUTHBOUND RUMBO SUR / DIREKSYON SID NE84St&2Ave 6:32 7:02 MORNING MANANA / MATEN 5:27 5:53 7:32 6:15 EVERY CADA/CHAK 20 min FROM DESDE/DE TO HASTA/A 6:22 a a 5:22 6:33 7:03 7:43 8:23 9:03 9:39 10:29 11:39 AFTERNOON & EVENING TARDEY NOCHE/APREMIDI, CHAKASWE 5:52 6:33 7:13 7:53 8:33 9:24 10:30 NW 2 Ave & 79 St 5:32 5:58 6:28 5:28 5:58 6:39 7:19 7:59 8:39 9:30 10:36 NW 2 Ave & 35 St 5:40 6:09 6:39 5:39 6:09 6:49 7:29 8:09 8:49 9:40 10:46 SW 1 Ave & 1 St 5:53 6:25 6:55 5:55 6:25 7:05 7:45 8:25 9:05 9:55 11:01 SUNDAY / DOMINGO / DIMANCH NORTHBOUND RUMBO NORTE / DIREKSYON NU MORNING MANANA / MATEN m m AFTERNOON & EVENING TARDE Y NOCHE /APREMIDI, CHAKASWE SW 1 Ave & 1 St 5:54 6:30 7:00 7:37 8:07 8:33 9:00 9:30 10:00 10:30 11:00 11:30 12:00 12:30 1:00 1:30 2:00 2:30 3:00 3:30 4:00 4:30 5:00 5:30 6:00 6:30 7:10 7:50 8:30 9:10 NW 2 Ave & 35 St 6:12 6:48 7:18 7:55 8:25 8:51 9:18 9:48 10:19 10:49 11:19 11:49 1219 12:49 1:19 1:49 2:19 2:49 3:19 3:49 419 4:49. 5:19 5:49 6:16 6:46 7:26 8:06 8:46 9:25 NW 2 Ave & 79 St 6:22 6:58 7:28 8:05 8:35 9:01 9:28 9:58 10:31 11:01 11:31 12:01 1231 1:01 1:31 2:01 2:31 3:0"1 3:31 4:01 4,31 5:01 5:31 6:01 6:26 6:56 7:36 8:16 8:56 9:34 NE 84 5t & 2 Ave 6:26 7:02 732 8:09 8:39 9:05 9:32 10:02 10:35 11:05 11:35 12:05 12:35 1:05 1:35 2:05 2:35 3:05 3:35 4:05 435 5:05 5:35 6:05 6:30 7:00 7:40 820 9:00 938 SOUTHBOUND RUMBO SUR / DIREKSYON SID MORNING MANANA/ MATEN Qa AFTERROON & EVENIRIG TARDEY NOCHE /APREMIDI CHAKASWE NE 84 St & 2 Ave 5:24 5:55 6:28 7:04 7:34 7:56 8:23 8:53 9:23 9:52 10:21 10:51 11:21 11:51 12:21 12:51 1:21 1:51 2:21 2:51 3:21 3:51 4:21 4:51 5:21 5:52 6:33 7:13 7:53 8:33 NW 2 Ave & 79 St 5:27 5:58 6:31 7:07 7:37 8:01 8:28 8:58 9:28 9:57 10:27 10:57 11:27 11:57 12:27 12:57 1:27 1:57 2:27 2:57 3:27 3:57 4:27 4:57 5:27 5:58 6:39 7:19 759 8:39 NW 2 Ave & 35 St 5:35 6:09 6:42 7:18 7:48 8:12 8:39 9:09 9:39 10:08 10:38 11:08 11:38 12:08 12:38 1:08 1:38 2:08 2:38 3:08 3:38 4:08 4:38 5:08 5:38 6:09 6:49 7:29 8:09 8:49 SW 1 Ave & 1 St 5:49 6:25 6:58 7:34 8:04 8:28 8:55 9:25 9:55 10:25 10:55 11:25 11:55 12:25 12:55 1:25 1:55 2:25 2:55 3:25 3:55 4:25 4:55 5:25 5:55 6 S PP — O ':05 Scheduled times are approximate. Actual arrival and departure times may vary depending on traffic and road conditions. Las horas publicadas son aproximadas, pbes dependen del trafico y otras condlclones oe las vias. / Ore yo apwoksimatif. / Vre le bis yo ap rive oswa deplase ka varye selon kondisyon sikil O ©O @GoMiamiDade f miamidade.gov/transit Q 311 or 305.46 PURL/ WYNWOOD z I\) CD NW 36 St NE 36 St NW 26 St 1 NW 21 St NW 20 St z N CD Map Not to Scale Effective 09/24/2017 env ivaem N any !wen N 1111110. G 0 4- Q NOTICE This submittal needs to be scheduled fora puboc hearing In accortlance whh timelines set forth in the City of Miami Code. The appLIca decision -making body NOR redew the information at the pubdc hearing to render a recommended on or a final decla on. PZ-21-11667 )4,/ Ew cO12/29/22 sN �Qv For more information: www.miamitrolley.com For comments and questions: Please dial 311 mg au/(eos!8 as aaogsAe9 N Adrienne Arsht Metromover Station 4 PURL/ G 0 4- Q APPENDIX E INTERSECTION VOLUME SPREADSHEETS NOTICE This submittal needs to be scheduled fora puboc hearing In accortlance whh timelines set forth in the City of Miami Code. The appLIca decision -making body NOR redew the information at the pubdc hearing to render a recommended on or a final decla on. PZ-21-11667 SEW 12/29/22 sN cO�Qv 4 PURL/ G 0 4- Q PM PEAK HOUR TRAFFIC VOLUME CALCULATIONS ARLO HOTEL NOTICE This submittal needs to be' scheduled fora pubic hearing In acoordanre whh bmellnee set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommendation or a final decM on. PZ-21-11667 12/29/22 Intersection Mgr Scenario Traffic Volumes .12T EBLT EBT EBRT WBLT WBT WBRT NBLT NBT NBRT SBLT NW 23rd Street & NW Miami Court Traffic Count 0 106 7 7 132 0 7 0 14 0 0 0 Peak Season Conversion 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 COVID Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2021 Peak Season Traffic , 0 112 7 7 140 0 7 0 15 0 0 0 Compound Growth Rate 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% Existing plus Background Growth 0 117 8 8 146 0 8 0 15 0 0 0 Committed Development Trips 0 0 0 0 0 0 0 0 0 0 0 0 2024 Background Traffic 0 117 8 8 146 0 8 0 15 0 0 0 In/Out 0 0 0 0 0 0 Out 0 Out 0 0 0 Project Assignment 0% 0% 0% 0% 0% 0% 100% 0% 65% 0% 0% 0% Net New Project Trips 0 0 0 0 0 0 85 0 52 0 0 0 2024 Total Traffic 0 117 8 8 146 0 93 0 67 0 0 0 NW 23rd Street & N Miami Avenue Traffic Count 97 0 32 0 0 0 24 796 0 0 565 120 Peak Season Conversion 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 COVID Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2021 Peak Season Traffic 103 0 34 0 0 0 25 844 0 0 599 127 Compound Growth Rate 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% Existing plus Background Growth 107 0 35 0 0 0 26 878 0 0 623 132 Committed Development Trips 0 0 0 0 0 0 0 78 0 0 85 0 2024 Background Traffic 107 0 35 0 0 0 26 956 0 0 708 132 In/Out Out 0 Out 0 0 0 0 0 0 0 In 0 Project Assignment 38% 0% 27% 0% 0% 0% 0% 0% 0% 0% 38% 0% Net New Project Trips 30 0 22 0 0 0 0 0 0 0 38 0 2024 Total Traffic 137 0 0 0 26 0 0 746 132 NW 22nd Street & NW Miami Court Traffic Count 1 57 3 4 44 9 5 29 12 8 15 3 Peak Season Conversion 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 COVID Factor 1.00 1 .00 1 .00 1.00 1.00 1.00 1 .00 1 .00 1.00 1 .00 1 .00 1 .00 2021 Peak Season Traffic 1 1 60 3 4 47 10 5 31 13 8 16 3 Compound Growth Rate 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% Existing plus Background Growth 1 63 3 4 49 10 6 32 13 9 17 3 Committed Development Trips 0 6 0 0 8 0 0 0 0 0 0 0 2024 Background Traffic 1 69 3 4 57 10 6 32 13 9 17 In/Out In 0 0 0 0 In 0 In 0 0 Out Out Project Assignment 21% 0% 0% 0% 0% 65% 0% 14% 0% 0% 14% 21% Net New Project Trips 21 0 0 0 0 66 0 14 0 0 11 17 In/Out Valet Out Project Assignment 100% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Net New Project Trips 85 0 0 0 0 0 0 0 0 0 0 0 Total of Net New Project Trips 106 0 0 0 0 66 0 14 0 0 11 17 2024 Total Traffic 107 69 3 4 57 76 6 46 13 9 28 20 LANGAN ENGINEERING & ENV/RONMEN7AL SERVICES PM PEAK HOUR TRAFFIC VOLUME CALCULATIONS ARLO HOTEL Intersection Scenario Traffic Volumes reWewihe Information evle Catle.Theaion recmomendationorannaidecleon. PZ-21-11667 ade tlecisio at the pubic 1 2/29/22 heann to hearing to rend. GD J 15 EBT EBRT WELT WET WBRT NBLT NET NW 22nd Street & N Miami Avenue Traffic Count 31 0 46 6 0 4 42 636 fI 4#7 Peak Season Conversion Factor 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 9fi. RE`� 3 COVID Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ew �Y t 2021 Peak Season Traffic 33 0 49 6 0 4 45 674 3 Compound Growth Rate 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% Existing plus Background Growth 34 0 51 7 0 4 46 702 3 3 594 15 Committed Development Trips 0 6 0 50 8 44 0 34 40 35 50 0 2024 Background Traffic 57 8 48 46 73, In/Out 0 0 0 0 0 0 In 0 0 0 Out In Project Assignment 0% 0% 0% 0% 0% 0% 27% 0% 0% 0% 27% 38% Net New Project Trips 0 0 0 0 0 0 27 0 0 0 22 38 2024 Total Traffic 34 6 51 57 8 48 73 736 43 38 666 53 Traffic Count 0 0 0 25 0 64 0 405 16 43 277 0 Peak Season Conversion 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 COVID Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2021 Peak Season Traffic 0 0 0 27 0 68 0 429 17 46 294 0 Compound Growth Rate 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% NW 22nd Street & NW 58= Existing plus Background Growth 0 0 0 28 0 71 0 447 18 47 306 0 Avenue Committed Development Trips 0 0 0 4 0 4 0 53 3 3 9 0 2024 Background Traffic 0 0 32 0 75 0 500 21 50 an 315 0 In/Out 0 0 0 Out 0 Out 0 0 In In 0 0 Project Assignment 0% 0% 0% 10% 0% 11% 0% 0% 10% 11% 0% 0% Net New Project Trips 0 0 0 8 0 9 0 0 10 11 0 0 2024 Total Traffic 0 0 0 40 0 84 0 500 31 61 315 0 NW 20th Street & NW 2nd Avenue Traffic Count 192 604 0 0 552 162 0 0 20 156 0 129 Peak Season Conversion 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 COVID Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2021 Peak Season Traffic 204 640 0 0 585 172 0 0 21 165 0 137 Compound Growth Rate 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% Existing plus Background Growth 212 666 0 0 609 179 0 0 22 172 0 142 Committed Development Trips 40 16 0 0 29 16 0 0 0 2 0 11 2024 Background Traffic 252 682 0 0 638 195 0 0 22 174 0 153 In/Out In In 0 0 Out 0 0 0 In 0 0 Out Project Assignment 10% 10% 0% 0% 14 % 0% 0% 0% 4 % 0% 0% 10% Net New Project Trips 10 10 0 0 11 0 0 0 4 0 0 8 2024 Total Traffic 262 692 0 0 649 195 0 0 26 174 0 161 Traffic Count 162 389 244 0 439 209 6 412 13 103 423 52 Peak Season Conversion 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 COVID Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2021 Peak Season Traffic 172 412 259 0 465 222 6 437 14 109 448 55 Compound Growth Rate 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% 1.34% NW 20f , Existing plus Background Growth 179 429 269 0 484 231 7 455 14 114 467 57 Avenue Committed Development Trips 20 2 0 0 6 51 0 6 0 50 21 29 2024 Background Traffic 199 431 269 0 490 282 7 461 14 164 488 86 In/Out 0 0 0 0 0 In 0 In 0 Out Out 0 Project Assignment 0% 0% 0% 0% 0% 15 % 0% 12 % 0% 15 % 12 % 0% Net New Project Trips 0 0 0 0 0 15 0 12 0 12 10 0 2024 Total Traffic 199 431 269 0 490 297 7 473 14 176 498 86 NOTICE This submittal needs to be scheduled fora pubic hearng In accordance whh bmellnee set forth in the City of IL LANGAN ENGINEERING & ENV/RONMEN7AL SERVICES 4 PURL/ G 0 4- Q APPENDIX F INTERSECTION CAPACITY REPORTS NOTICE This submittal needs to be'scheduled fora pubic hearing In acoorrlanre whh bmellnee set forth in the City of Miami Code. The appLI®Lie decision -malting body NOR redew the intonation at the pubdc hearing to render recommended on or a final decM on. PZ-21-11667 SEW 12/29/22 sN cO�Qv PURL/ 4 0 4- Q EXISTING CONDITIONS NOTICE This submittal needs to be'scheduled fora pubic hearing In acoorrlanre whh bmellnee set forth in the City of Miami Code. The appLIca n decision -malting body NOR redew the intonation at the pubdc hearing to render recommended on or a final decM on. PZ-21-11667 SEW 12/29/22 sN cO�Qv Table 1.1 - 2021 Existing Intersection Capacity Analysis Summary Movement/Approach Level of Service" Time NW 23rd Street & NW Miami Court NW 23rd Street & N Miami Avenue NW 22nd Street & NW Miami Court NW 22nd Street & N Miami Avenue NW 22nd Street & NW 2nd Avenue NW 20th Street & NW 2nd Avenue NW 20th Street & N Miami Avenue LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay EBL FM B 13.2 F 109.4 EBT PM A 9.0 C 24.6 EBR FM C 21.9 EB Approach FM F 67.0 B 10.0 C 23.0 A 11.2 D 41.1 VVBL FM A 0.0 WBT FM A 9.6 C 27.1 WBR PM C 21.0 \VB Approach FM A 9.8 D 25.5 C 20.1 A 9.6 C 25.1 NBL FM B 18.2 NBT PM A 0.0 NBR FM C 33.9 A 0.0 NB Approach PM A 9.9 C 33.9 B 18.2 SBL PM D 42.6 B 18.1 SBT FM A 0.0 SBR PM C 34.5 B 19.9 SB Approach FM D 39.0 B 19.6 Overall PM B 15.2 C 27.8 I1/ Deay Is average delay per vehicle in seconds Table 1.2 - 2021 Existing Intersection Queue Lengths Summary Time 95th Percentile Queue Lenghts (ft) EBL EBR WBL WBR NBL NBR SBL SBL Storage (ft) ,,, 95%tile Storage (ft) ,, 95 %tile Storage (ft) ,, 95,%tile Storage ,,, 95 %tile Storage ,,, 95 %tile)ft) Storage (ft) ,,, 95 %tile Storage (ft) ,,, 95 %tile Storage (ft) ,,, 95 %tile NW 23rd Street & NW Miami Court FM NW 23rd Street & N Miami Avenue FM NW 22nd Street & NW Miami Court PM NW 22nd Street & N Miami Avenue PM NW 22nd Street & NW 2nd Avenue PM NW 20th Street & NW 2nd Avenue PM 100 #265 105 158 NW 20th Street & N Miami Avenue PM 140 #247 105 84 202 81 # 95th percentile vo'ume exceeds capacity, queue may be longer. rn Volume for 95th percentile queue 's metered by upstream signal. LANGAN EN&NEERIIG & ENVIRONMENTAL SERVICES 4 PUaLi Arlo Hotel Existing 1: N Miami Court & NW 23rd Street G 0 a. Intersection Int Delay, s/veh Movement 1 EBT EBR WBL WBT NBL NBR NOTICE This submittal needs to be scheduled fora pubic hearing In acoorlonre whh bmellnee set forth in the City of Miami Code. The applicable decision -making bodywlll reNew the information at the pu biic hearing to render a recommendation or a final decib on. Lane Configurations 41 Traffic Vol, veh/h 112 7 7 140 7 15 Future Vol, veh/h 112 7 7 140 7 15 Conflicting Peds, #/hr 0 23 23 0 22 11 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 - Veh in Median Storage, # 0 0 0 Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 122 8 8 152 8 16 PZ-21-11667 12/29/22 44, Rti/1 EW CO ' Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 153 0 339 160 Stage 1 - 149 Stage 2 - 190 - Critical Hdwy - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - 1428 - 657 885 Stage 1 - 879 • Stage 2 - 842 Platoon blocked, % Mov Cap-1 Maneuver - 1397 - 625 857 Mov Cap-2 Maneuver - 625 Stage 1 - 854 Stage 2 - 824 Approach EB WB NB HCM Control Delay, s 0 0.4 9.9 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 766 - - 1397 - HCM Lane V/C Ratio 0.031 - 0.005 HCM Control Delay (s) 9.9 - 7.6 0 HCM Lane LOS A A A HCM 95th %tile Q(veh) 0.1 0 HCM 6th TWSC Synchro 10 Report Page 1 Arlo Hotel Existing 2: N Miami Avenue & NW 23rd Street Movement EBL EBR NBL NBT SBT SBR Lane Configurations Ise 41, +I Traffic Vol, veh/h 103 34 25 844 599 127 Future Vol, veh/h 103 34 25 844 599 127 Conflicting Peds, #/hr 1 36 11 0 0 11 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 110 36 27 898 637 135 This submittal needs to be scheduled fora pubic hearing In accordance whh bmellnee set forth in the City of Miami Code. The applicable decision -making body will reNew the information at the public hearing to render a recommended on or a final decld on. PZ-21-11667 12/29/22 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 1220 433 783 0 - 0 Stage 1 716 Stage 2 504 - Critical Hdwy 6.84 6.94 4.14 Critical Hdwy Stg 1 5.84 - Critical Hdwy Stg 2 5.84 Follow-up Hdwy 3.52 3.32 2.22 Pot Cap-1 Maneuver 172 571 831 Stage 1 445 Stage 2 572 Platoon blocked, % Mov Cap-1 Maneuver 157 546 822 Mov Cap-2 Maneuver 157 Stage 1 412 Stage 2 566 Approach EB NB SB HCM Control Delay, s 67 0.6 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 822 - 191 HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 0.032 - 0.763 9.5 0.3 67 A A F 0.1 - 5.1 HCM 6th TWSC Synchro 10 Report Page 2 PUat/ Arlo Hotel Existing 3: N Miami Court & NW 22nd Street 4 0 a. Intersection Int Delay, s/veh 6.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 60 3 4 47 10 5 31 13 8 16 3 Future Vol, veh/h 1 60 3 4 47 10 5 31 13 8 16 3 Conflicting Peds, #/hr 4 0 7 7 0 4 6 0 2 2 0 6 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - - None - - None - - None Storage Length Veh in Median Storage, # 0 0 0 0 Grade, % - 0 - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 1 65 3 4 51 11 5 34 14 9 17 3 Vv NOTICE This submittal needs to be scheduled fora pubic hearing In acoorlonre whh bmellnee set forth in the City of Miami Code. The applicable decision -making bodywlll reNew the information at the pu biic hearing to render a recommendation or a final decib on. PZ-21-11667 12/29/22 44, Rti/1 EW CO�Q Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap-1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap-1 Maneuver Mov Cap-2 Maneuver Stage 1 Stage 2 129 103 43 43 86 60 7.12 6.52 6.12 5.52 6.12 5.52 3.518 4.018 844 787 971 859 922 845 781 781 962 851 774 774 849 841 32 131 97 47 26 0 0 50 0 0 - 53 53 - 78 44 - 6.22 7.12 6.52 6.22 4.12 - 6.12 5.52 - 6.12 5.52 - 3.318 3.518 4.018 3.318 2.218 1042 841 793 1022 1588 - 960 851 - 931 858 1029 772 - 772 - 955 - 846 780 1016 1579 780 - 847 848 - 4.12 - 2.218 - 1557 - 1554 Approach EB WB NB SB HCM Control Delay, s 10 9.8 0.7 2.2 HCM LOS A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1579 - - 783 810 1554 - HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 0.003 - 0.089 0.082 0.006 7.3 0 - 10 9.8 7.3 0 A A - B A A A 0 - 0.3 0.3 0 HCM 6th TWSC Synchro 10 Report Page 3 PU$I./ Arlo Hotel Existing 4: N Miami Avenue & NW 22nd Street/NE 22nd Street 4 0 a. Intersection Int Delay, s/veh 1.9 Movement EBL EBT EBR WBL WBT WBR NBL Lane Configurations 44. Traffic Vol, veh/h 33 0 49 6 0 4 45 Future Vol, veh/h 33 0 49 6 0 4 45 Conflicting Peds, #/hr 1 0 2 2 0 1 27 Sign Control Stop Stop Stop Stop Stop Stop Free RT Channelized - None - - None - Storage Length Veh in Median Storage, # 0 0 Grade, % - 0 - 0 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 34 0 51 6 0 4 96 2 47 NBT NBR SBL SBT SBR 3, 414 674 3 3 570 15 674 3 3 570 15 0 39 39 0 27 Free Free Free Free Free - None - - None 0 0 0 - - 0 - 96 96 96 96 96 2 2 2 2 2 702 3 3 594 16 Vv NOTICE This submittal needs to be scheduled fora pubic hearing In acoorlonre wM1h bmellnee set forth in the City of Miami Code. The applicable decision -making bodywlll reNew the information at the pu biic hearing to render a recommendation or a final decib on. PZ-21-11667 12/29/22 44, Rti/1 EW GO�Q Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap-1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap-1 Maneuver Mov Cap-2 Maneuver Stage 1 Stage 2 1081 635 446 7.54 6.54 6.54 3.52 172 433 561 155 155 386 510 1473 635 838 6.54 5.54 5.54 4.02 126 471 380 108 108 456 335 334 6.94 3.32 662 644 1142 837 305 7.54 6.54 6.54 3.52 155 327 680 128 128 288 622 1480 393 637 0 0 744 0 0 837 643 - 6.54 6.94 4.14 5.54 - 5.54 - - 4.02 3.32 2.22 124 606 943 380 467 106 583 919 106 335 453 - 4.14 - 2.22 - 859 - 827 Approach EB HCM Control Delay, s 23 WB 25.5 NB 0.8 SB 0 HCM LOS Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 919 - - 284 186 827 - HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 0.051 9.1 0.3 A A 0.2 - 0.301 0.056 0.004 - 23 25.5 9.4 0 - C D A A - 1.2 0.2 0 HCM 6th TWSC Synchro 10 Report Page 4 G 4 P U Arlo Hotel Existing 5: NW 2nd Avenue & NW 22nd Street a a. Intersection Int Delay, s/veh 2.7 Movement WBL WBR NBT NBR SBL SBT NOTICE This submittal needs to be scheduled fora pubic hearing In acoorlonre whh bmellnee set forth in the City of Miami Code. The applicable decision -making bodywlll reNew the information at the pu biic hearing to render a recommendation or a final decib on. Lane Configurations 41 Traffic Vol, veh/h 27 68 429 17 46 294 Future Vol, veh/h 27 68 429 17 46 294 Conflicting Peds, #/hr 16 37 0 118 118 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - Veh in Median Storage, # 0 0 0 Grade, % 0 - 0 - 0 Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 28 71 447 18 48 306 PZ-21-11667 12/29/22 44, Rti/1 EW CO ' Major/Minor Minorl Majorl Major2 Conflicting Flow All 992 611 0 0 583 0 Stage 1 574 Stage 2 418 - Critical Hdwy 6.42 6.22 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 5.42 - Follow-up Hdwy 3.518 3.318 Pot Cap-1 Maneuver 272 494 Stage 1 563 - 4.12 - 2.218 - 991 Stage 2 664 Platoon blocked, % Mov Cap-1 Maneuver 222 423 - 880 Mov Cap-2 Maneuver 222 Stage 1 467 Stage 2 654 Approach WB NB SB HCM Control Delay, s 20.1 0 1.3 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - 336 880 - HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 0.295 0.054 - 20.1 9.3 0 - C A A - 1.2 0.2 HCM 6th TWSC Synchro 10 Report Page 5 4 P U Arlo Hotel Existing 6: NW 2nd Avenue & NW 20th Street G 0 a. Lane Group EBL EBT WBT NBR SBL SBR 08 Lane Configurations ' 44 fT4 r Traffic Volume (vph) 204 640 585 21 165 137 Future Volume (vph) 204 640 585 21 165 137 Lane Group Flow (vph) 217 681 805 22 176 146 J Turn Type Perm NA NA Perm Prot Perm Protected Phases 2 6 7 8 Permitted Phases 2 7 7 Detector Phase 2 2 6 7 7 7 NOTICE This submittal needs to be' scheduled fora pubic hearing In acoordanre whh bmellnee set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubic hearing to render a recommendation or a final decM on. PZ-21-11667 12/29/22 v14/ !EW G3- Switch Phase Minimum Initial (s) 7.0 7.0 7.0 5.0 5.0 5.0 5.0 Minimum Split (s) 24.0 24.0 24.0 11.0 11.0 11.0 24.0 Total Split (s) 33.0 33.0 33.0 35.0 35.0 35.0 27.0 Total Split (%) 34.7% 34.7% 34.7% 36.8% 36.8% 36.8% 28% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode C-Max C-Max C-Max None None None None v/c Ratio 0.55 0.29 0.35 0.03 0.64 0.40 Control Delay 21.0 9.4 9.5 0.1 47.7 9.1 Queue Delay 0.0 0.0 10.9 0.0 0.0 0.0 Total Delay 21.0 9.4 20.4 0.1 47.7 9.1 Queue Length 50th (ft) 50 64 75 0 101 0 Queue Length 95th (ft) #265 206 243 0 158 48 1 Internal Link Dist (ft) 519 55 Turn Bay Length (ft) 100 105 Base Capacity (vph) 30 540 572 Starvation Cap Reductn 0 0 1441 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.55 0.29 0.97 0.03 0.33 0.26 Intersection Summary Cycle Length: 95 Actuated Cycle Length: 95 Offset: 78 (82%), Referenced to phase 2:EBTL and 6:WBT, Start of Yellow Natural Cycle: 90 Control Type: Actuated -Coordinated # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 6: NW 2nd Avenue & NW 20th Street -PP -Py,2 :R 33 s ill- ill- 33s 35s 27s i uiuiiya oynunu iu Rciun Page 6 Arlo Hotel Existing 6: NW 2nd Avenue & NW 20th Street This submittal needs To be schedu lee fora public hearing In accordance with timelines set forth in the City of Miami Code. The applies Lie deoislon-making body NOR ro ew theinformation at the public hearing to rendera recommendation or a final decid on. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations "j 44 Traffic Volume (vph) 204 640 0 0 585 172 0 0 Future Volume (vph) 204 640 0 0 585 172 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 Lane Util. Factor 1.00 0.95 0.95 Frpb, ped/bikes 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 Frt 1.00 1.00 0.97 Flt Protected 0.95 1.00 1.00 Satd. Flow (prot) 1764 3539 3391 Flt Permitted 0.32 1.00 1.00 Satd. Flow (perm) 588 3539 3391 Peak -hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 217 681 0 0 622 183 0 0 RTOR Reduction (vph) 0 0 0 0 15 0 0 0 Lane Group Flow (vph) 217 681 0 0 790 0 0 0 Confl. Peds. (#/hr) 4 6 6 4 8 Confl. Bikes (#/hr) 15 9 r 21 21 165 1900 1900 1900 1900 6.0 6.0 6.0 1.00 1.00 1.00 0.98 1.00 0.96 1.00 1.00 1.00 0.86 1.00 0.85 1.00 0.95 1.00 1573 1770 1523 1.00 0.95 1.00 1573 1770 1523 0.94 0.94 0.94 0.94 22 176 0 146 19 0 0 123 3 176 0 23 4 4 8 3 8 PZ-21-11667 12/29/22 Turn Type Perm NA NA Perm Prot Perm Protected Phases 2 6 7 Permitted Phases 2 7 7 Actuated Green, G (s) 58.6 58.6 58.6 14.8 14.8 14.8 Effective Green, g (s) 58.6 58.6 58.6 14.8 14.8 14.8 Actuated g/C Ratio 0.62 0.62 0.62 0.16 0.16 0.16 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 1.0 1.0 1.0 3.0 3.0 3.0 Lane Grp Cap (vph) 362 2183 2091 245 275 237 v/s Ratio Prot 0.19 0.23 c0.10 v/s Ratio Perm c0.37 0.00 0.01 v/c Ratio 0.60 0.31 0.38 0.01 0.64 0.10 Uniform Delay, d1 11.1 8.6 9.1 33.9 37.6 34.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 7.2 0.4 0.5 0.0 5.0 0.2 Delay (s) 18.2 9.0 9.6 33.9 42.6 34.5 Level of Service B A A C D C Approach Delay (s) 11.2 9.6 33.9 39.0 Approach LOS B A C D Intersection Summary HCM 2000 Control Delay 15.2 HCM 2000 Level of Service HCM 2000 Volume to Capacity ratio 0.58 Actuated Cycle Length (s) 95.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 57.2% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis Synchro 10 Report Page 7 Arlo Hotel Existing 7: N Miami Avenue & NW 20th Street at Lane Group EBL EBT EBR WBT WBR NBL NBT SBL SBT Lane Configurations Vi 11 r 1 rf I I Traffic Volume (vph) 172 412 259 465 222 6 437 109 448 Future Volume (vph) 172 412 259 465 222 6 437 109 448 Lane Group Flow (vph) 187 448 282 505 241 0 497 118 547 Turn Type Perm NA Perm NA Perm Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases 4 4 8 2 6 Detector Phase 4 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 24.0 24.0 24.0 24.0 24.0 24.0 24.0 24.0 24.0 Total Split (s) 40.0 40.0 40.0 40.0 40.0 50.0 50.0 50.0 50.0 Total Split (%) 44.4% 44.4% 44.4% 44.4% 44.4% 55.6% 55.6% 55.6% 55.6% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None None C-Max C-Max C-Max C-Max v/c Ratio 1.05 0.64 0.39 0.72 0.36 0.55 0.33 0.61 Control Delay 113.0 28.0 4.8 30.9 8.8 19.0 17.2 20.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 113.0 28.0 4.8 30.9 8.8 19.0 17.2 20.1 Queue Length 50th (ft) -117 205 5 241 30 189 39 213 Queue Length 95th (ft) #247 308 55 359 84 283 81 318 Internal Link Dist (ft) 1105 477 185 843 Turn Bay Length (ft) 140 105 202 Base Capacity (vph) 1 703 672 897 360 896 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 1.05 0.64 0.39 0.72 0.36 0.55 0.33 0.61 This submittal needs to be' scheduled fora pubic hearing In acoordanre whh bmellnee set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubic hearing to render a recommendation or a final decM on. PZ-21-11667 12/29/22 Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 78 (87%), Referenced to phase 2:NBTL and 6:SBTL, Start of Yellow Natural Cycle: 60 Control Type: Actuated -Coordinated - Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 7: N Miami Avenue & NW 20th Street I' D E : R., dun 50s [:10s lir o€:R. 1- v 50s f -:40s Page 9 Arlo Hotel Existing 7: N Miami Avenue & NW 20th Street Movement EBL EBT EBR WBL Lane Configurations V r Traffic Volume (veh/h) 172 412 259 0 Future Volume (veh/h) 172 412 259 0 Initial Q (Qb), veh 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.95 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 Work Zone On Approach No Adj Sat Flow, veh/h/In 1870 1870 1870 0 Adj Flow Rate, veh/h 187 448 282 0 Peak Hour Factor 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 0 Cap, veh/h 186 707 567 0 Arrive On Green 0.38 0.38 0.38 0.00 Sat Flow, veh/h 715 1870 1502 0 Grp Volume(v), veh/h 187 448 282 0 Grp Sat Flow(s),veh/h/In 715 1870 1502 0 Q Serve(g_s), s 13.3 17.6 12.9 0.0 Cycle Q Clear(g_c), s 34.0 17.6 12.9 0.0 Prop In Lane 1.00 1.00 0.00 Lane Grp Cap(c), veh/h 186 707 567 0 V/C Ratio(X) 1.01 0.63 0.50 0.00 Avail Cap(c_a), veh/h 186 707 567 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 41.2 22.9 21.4 0.0 Incr Delay (d2), s/veh 68.1 1.7 0.5 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 7.6 7.7 4.4 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 109.4 24.6 21.9 0.0 27.1 21.0 LnGrp LOS F C C A C C Approach Vol, veh/h 917 746 Approach Delay, slveh 41.1 25.1 Approach LOS D C Timer - Assigned Phs 1' WBT WBR NBL NBT r 465 222 6 437 14 465 222 6 437 14 109 0 0 0 0 0 0 0 0.97 1.00 0.93 1.00 0.96 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 No No No 1870 1870 1870 1870 1870 1870 1870 1870 505 241 7 475 15 118 487 60 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 2 2 2 2 2 2 2 2 707 580 44 872 27 430 794 98 0.38 0.38 0.49 0.49 0.49 0.49 0.49 0.49 1870 1535 8 1783 56 905 1623 200 505 241 497 0 0 118 0 547 1870 1535 1846 0 0 905 0 1823 20.7 10.4 0.0 0.0 0.0 0.7 0.0 19.7 20.7 10.4 16.8 0.0 0.0 17.5 0.0 19.7 1.00 0.01 0.03 1.00 0.11 707 580 943 0 0 430 0 891 0.71 0.42 0.53 0.00 0.00 0.27 0.00 0.61 707 580 943 0 0 430 0 891 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 23.9 20.7 16.1 0.0 0.0 16.5 0.0 16.8 3.2 0.4 2.1 0.0 0.0 1.6 0.0 3.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9.2 3.6 7.3 0.0 0.0 1.8 0.0 8.5 This submittal needs To be schedu lee fora public hearing In accordance with timelines set forth in the City of Mlaml Code. The applies Lie deoislon-making body NOR reNew the Information at the public hearing to render a recommendation or a final decid on. PZ-21-11667 12/29/22 18.2 0.0 0.0 18.1 0.0 19.9 B A A B A B 497 665 18.2 19.6 B B 2 4 6 8 Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s 50.0 40.0 50.0 40.0 6.0 6.0 6.0 6.0 44.0 34.0 44.0 34.0 18.8 36.0 21.7 22.7 1.1 0.0 1.5 2.6 Intersection Summary HCM 6th Ctrl Delay 27.8 HCM 6th LOS C HCM 6th Signalized Intersection Summary Synchro 10 Report Page 11 PURL/ 4 0 4- Q FUTURE No BUILD CONDITIONS NOTICE This submittal needs to be'scheduled fora pubic hearing In acoorrlanre whh bmellnee set forth in the City of Miami Code. The appLIca n decision -malting body NOR redew the intonation at the pubdc hearing to render recommended on or a final decM on. PZ-21-11667 SEW 12/29/22 sN cO�Qv Table 2.1 - 2024 No Build Intersection Capacity Analysis Summar Movement/Approach Time Level of Service"' NW 23rd Street & NW Miami Court NW 23rd Street & N Miami Avenue NW 22nd Street & NW Miami Court NW 22nd Street & N Miami Avenue NW 22nd Street & NW 2nd Avenue NW 20th Street & NW 2nd Avenue NW 20th Street & N Miami Avenue LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay EBL PM D 36.5 F 217.7 EBT PM A 9.4 C 25.4 EBR PM PM C 22.2 EB Approach F 150.2 B 10.2 F 55.2 B 16.7 E 67.0 WBL PM Mr A 0.0 WBT PM B 10.3 C 28.8 VVBR PM PM C 22.5 WO Approach B 10.0 F 148.9 C 24.5 B 10.3 C 26.5 NBL PM B 18.7 NBT PM - A 0.0 NBR PM PM C 33.5 A 0.0 NB Approach B 10.0 C 33.5 B 18.7 SBL PM D 42.4 C 23.1 SBT PM A 0.0 SBR PM PM C 34.2 C 22.7 SB Approach D 38.5 C 22.7 Overall PM B 17.7 D 36.8 11 De'ay is average delay per vehicle in seconds Table 2.2 - 2024 No Build Intersection Queue Lengths Summary Time 95th Percentile Queue Lenghts (ft) EBL EBR WBL WBR NBL NBR SBL SBR Storage (ft) 95`h %tile Storage (ft) 95`h %tile Storage (ft) 95`h %tile Storage (ft) 95�h the Storage (tt) 95�h %the Storage (ft) 95�h %tile Storage (ft) 95°h %tile Storage (ft) 95'h %tile NW 23rd Street & NW Miami Court PM NW 23rd Street & N Miami Avenue PM NW 22nd Street & NW Miami Court PM NW 22nd Street & N Miami Avenue PM NW 22nd Street & NW 2nd Avenue PM NW 20th Street & NW 2nd Avenue PM 100 #361 1D5 164 NW 20th Street & N Miami Avenue PM 140 #303 105 110 202 132 # 95th percentile vo'unse exceeds capacity, queue tray be longer. m Volume for 95th percentile queue 's metered by upstream gnat. LANGAN ENGINEERING &ENVIRONMENTAL SERVICES PURL/ Arlo Hotel No Build 1: N Miami Court & NW 23rd Street 4 0 Art Q. Intersection Int Delay, s/veh Movement 1 EBT EBR WBL WBT NBL NBR Vr NOTICE This submittal needs to be scheduled fora pubic hearing In acoorlonre whh bmellnee set forth in the City of Miami Code. The applicable decision -making bodywlll reNew the information at the pu biic hearing to render a recommendation or a final decib on. Lane Configurations Traffic Vol, veh/h 117 8 8 146 8 15 Future Vol, veh/h 117 8 8 146 8 15 Conflicting Peds, #/hr 0 23 23 0 22 11 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 - Veh in Median Storage, # 0 0 0 Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 127 9 9 159 9 16 PZ-21-11667 12/29/22 44, Rti/1 EW CO ' Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 159 0 354 166 Stage 1 - 155 Stage 2 - 199 - Critical Hdwy - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - 1420 - 644 878 Stage 1 - 873 Stage 2 - 835 Platoon blocked, % Mov Cap-1 Maneuver - 1389 - 612 850 Mov Cap-2 Maneuver - 612 Stage 1 - 848 Stage 2 - 817 • Approach EB WB NB HCM Control Delay, s 0 0.4 10 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 749 - - 1389 - HCM Lane V/C Ratio 0.033 - 0.006 HCM Control Delay (s) 10 - 7.6 0 HCM Lane LOS B A A HCM 95th %tile Q(veh) 0.1 0 HCM 6th TWSC Synchro 10 Report Page 1 Arlo Hotel No Build 2: N Miami Avenue & NW 23rd Street Movement EBL EBR NBL NBT SBT SBR Lane Configurations Ise 41, +I Traffic Vol, veh/h 107 35 26 956 708 132 Future Vol, veh/h 107 35 26 956 708 132 Conflicting Peds, #/hr 1 36 11 0 0 11 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 114 37 28 1017 753 140 This submittal needs to be scheduled fora pubic hearing In accordance whh bmellnee set forth in the City of Miami Code. The applicable decision -making body will reNew the information at the public hearing to render a recommended on or a final decld on. PZ-21-11667 12/29/22 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 1400 494 904 0 - 0 Stage 1 834 Stage 2 566 - Critical Hdwy 6.84 6.94 4.14 Critical Hdwy Stg 1 5.84 - Critical Hdwy Stg 2 5.84 Follow-up Hdwy 3.52 3.32 2.22 Pot Cap-1 Maneuver 131 521 748 Stage 1 387 Stage 2 532 Platoon blocked, % Mov Cap-1 Maneuver 117 498 740 Mov Cap-2 Maneuver 117 Stage 1 350 Stage 2 527 Approach EB NB SB HCM Control Delay, s 150.2 0.7 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 740 - 144 - HCM Lane V/C Ratio 0.037 - 1.049 HCM Control Delay (s) 10.1 0.4 150.2 HCM Lane LOS B A F HCM 95th %tile Q(veh) 0.1 8 HCM 6th TWSC Synchro 10 Report Page 2 PURL/ Arlo Hotel No Build 3: N Miami Court & NW 22nd Street 4 G'' 0 Art Q. Intersection Int Delay, s/veh Movement Lane Configurations 7 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR •' V r NOTICE This submittal needs to be scheduled fora pubic hearing In acoorlonre wM1h bmellnee set forth in the City of Miami Code. The applicable decision -making bodywlll reNew the information at the pu biic hearing to render a recommendation or a final decib on. 44, R�V1 EW CO ' PZ-21-11667 12/29/22 Traffic Vol, veh/h 1 69 3 4 57 10 6 32 13 9 17 3 Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow 1 69 4 0 Stop Stop 3 7 Stop None 4 7 Stop 57 10 0 4 Stop Stop - None 6 6 Free 32 0 Free 13 2 Free None 9 2 Free 17 0 Free 3 6 Free None 0 0 0 0 - 0 - 0 - - 0 - - 0 - 92 92 92 92 92 92 92 92 92 92 92 92 2 2 2 2 2 2 2 2 2 2 2 2 1 75 3 4 62 11 7 35 14 10 18 3 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap-1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap-1 Maneuver Mov Cap-2 Maneuver Stage 1 Stage 2 143 111 46 46 97 65 7.12 6.52 6.12 5.52 6.12 5.52 3.518 4.018 826 779 968 857 910 841 752 752 957 827 763 763 846 835 33 144 105 48 27 0 0 51 0 0 - 58 58 - 86 47 - 6.22 7.12 6.52 6.22 4.12 - 6.12 5.52 - 6.12 5.52 - 3.318 3.518 4.018 3.318 2.218 1041 825 785 1021 1587 - 954 847 - 922 856 1028 747 - 747 - 947 - 826 769 1015 1578 769 - 841 845 - 4.12 - 2.218 - 1555 - 1552 Approach EB WB NB SB HCM Control Delay, s 10.2 10 0.9 2.3 HCM LOS B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1578 - - 771 795 1552 - HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 0.004 - 0.103 0.097 0.006 7.3 0 - 10.2 10 7.3 0 A A - B B A A 0 - 0.3 0.3 0 HCM 6th TWSC Synchro 10 Report Page 3 PU$I./ Arlo Hotel No Build 4: N Miami Avenue & NW 22nd Street/NE 22nd Street 4 G'' 0 Art a. Intersection Int Delay, s/veh 13.5 Movement EBL EBT EBR WBL WBT WBR NBL Lane Configurations Traffic Vol, veh/h 34 6 51 57 8 48 46 Future Vol, veh/h 34 6 51 57 8 48 46 Conflicting Peds, #/hr Sign Control Stop Stop Stop Stop Stop Stop Free RT Channelized - None - - None - Storage Length Veh in Median Storage, # 0 0 Grade, % - 0 - 0 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 35 6 53 59 8 50 NBT NBR SBL SBT SBR 3, 414 736 43 38 644 15 736 43 38 644 15 •' V r NOTICE This submittal needs to be scheduled fora pubic hearing In acoorlonre wM1h bmellnee set forth in the City of Miami Code. The applicable decision -making bodywlll reNew the information at the pu biic hearing to render a recommendation or a final decib on. PZ-21-11667 12/29/22 R4-3/1 EW CO ' 1 0 2 2 0 1 27 0 39 39 0 27 96 2 48 Free Free Free Free Free - None - - None 0 0 0 - - 0 - 96 96 96 96 96 2 2 2 2 2 767 45 40 671 16 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap-1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap-1 Maneuver Mov Cap-2 Maneuver Stage 1 Stage 2 1271 786 485 7.54 6.54 6.54 3.52 125 351 532 87 87 307 420 1733 786 947 6.54 5.54 5.54 4.02 87 401 338 67 67 357 292 373 6.94 3.32 624 607 1346 925 421 7.54 6.54 6.54 3.52 110 290 581 77 77 251 475 1719 446 714 0 0 851 0 0 925 794 - 6.54 6.94 4.14 5.54 - 5.54 - - 4.02 3.32 2.22 89 560 882 346 398 68 539 859 68 299 354 - 4.14 - 2.22 - 783 - 754 Approach EB WB NB SB HCM Control Delay, s 55.2 148.9 0.9 0.9 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 859 - - 161 119 754 - HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 0.056 9.4 0.4 A A 0.2 - 0.589 0.989 0.052 - 55.2 148.9 10 0.4 -F F B A - 3.1 6.6 0.2 HCM 6th TWSC Synchro 10 Report Page 4 PURL/ Arlo Hotel No Build 5: NW 2nd Avenue & NW 22nd Street 4 0 Art Q. Intersection Int Delay, s/veh Movement 3.1 WBL WBR NBT NBR SBL SBT Vr NOTICE This submittal needs to be scheduled fora pubic hearing In acoorlonre whh bmellnee set forth in the City of Miami Code. The applicable decision -making bodywlll reNew the information at the pu biic hearing to render a recommendation or a final decib on. Lane Configurations 41 Traffic Vol, veh/h 32 75 500 21 50 315 Future Vol, veh/h 32 75 500 21 50 315 Conflicting Peds, #/hr 16 37 0 118 118 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - Veh in Median Storage, # 0 0 0 Grade, % 0 - 0 - 0 Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 33 78 521 22 52 328 PZ-21-11667 12/29/22 44, Rti/1 EW CO ' • Major/Minor Minorl Majorl Major2 Conflicting Flow All 1098 687 0 0 661 0 Stage 1 650 Stage 2 448 - Critical Hdwy 6.42 6.22 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 5.42 - Follow-up Hdwy 3.518 3.318 Pot Cap-1 Maneuver 235 447 Stage 1 520 - 4.12 - 2.218 - 927 Stage 2 644 Platoon blocked, % Mov Cap-1 Maneuver 190 383 - 823 Mov Cap-2 Maneuver 190 Stage 1 426 Stage 2 634 Approach WB NB SB HCM Control Delay, s 24.5 0 1.3 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - 294 823 - HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 0.379 0.063 - 24.5 9.7 0 - C A A - 1.7 0.2 HCM 6th TWSC Synchro 10 Report Page 5 4 P U Arlo Hotel No Build 6: NW 2nd Avenue & NW 20th Street G 0 4- a. Lane Group EBL EBT WBT NBR SBL SBR 08 Lane Configurations ' 44 fT4 r Traffic Volume (vph) 252 682 638 22 174 153 Future Volume (vph) 252 682 638 22 174 153 Lane Group Flow (vph) 268 726 886 23 185 163 J Turn Type Perm NA NA Perm Prot Perm Protected Phases 2 6 7 8 Permitted Phases 2 7 7 Detector Phase 2 2 6 7 7 7 •' V r NOTICE This submittal needs to be' scheduled fora pubic hearing In acoordanre whh bmellnee set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubic hearing to render a recommendation or a final decM on. PZ-21-11667 12/29/22 v� IEWGO�Q Switch Phase Minimum Initial (s) 7.0 7.0 7.0 5.0 5.0 5.0 5.0 Minimum Split (s) 24.0 24.0 24.0 11.0 11.0 11.0 24.0 Total Split (s) 33.0 33.0 33.0 35.0 35.0 35.0 27.0 Total Split (%) 34.7% 34.7% 34.7% 36.8% 36.8% 36.8% 28% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode C-Max C-Max C-Max None None None None v/c Ratio 0.77 0.31 0.39 0.03 0.65 0.42 Control Delay 33.6 9.8 10.1 0.1 47.7 8.9 Queue Delay 0.0 0.0 19.0 0.0 0.0 0.0 Total Delay 33.6 9.8 29.2 0.1 47.7 8.9 Queue Length 50th (ft) 81 71 87 0 106 0 Queue Length 95th (ft) #361 224 278 0 164 51 Internal Link Dist (ft) 519 55 Turn Bay Length (ft) 100 105 Base Capacity (vph) 348 2344 2255 827 540 584 Starvation Cap Reductn 0 0 1378 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.77 0.31 1.01 0.03 0.34 0.28 Intersection Summary Cycle Length: 95 Actuated Cycle Length: 95 Offset: 78 (82%), Referenced to phase 2:EBTL and 6:WBT, Start of Yellow Natural Cycle: 100 Control Type: Actuated -Coordinated # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 6: NW 2nd Avenue & NW 20th Street � _ 02R0 33 s ill- ill- 33 s MI3 5 s il4 27 .. 1 IIIIIIIyJ a7yIIUIIlu IU Repu11. Page 6 Arlo Hotel No Build 6: NW 2nd Avenue & NW 20th Street This submittal needs To be schedu lee fora public hearing In accordance with timelines set forth in the City of Miami Code. The applies Lie deoislon-making body NOR ro ew theinformation at the public hearing to rendera recommendation or a final decid on. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations "j 44 Traffic Volume (vph) 252 682 0 0 638 195 0 0 Future Volume (vph) 252 682 0 0 638 195 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 Lane Util. Factor 1.00 0.95 0.95 Frpb, ped/bikes 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 Frt 1.00 1.00 0.96 Flt Protected 0.95 1.00 1.00 Satd. Flow (prot) 1765 3539 3387 Flt Permitted 0.28 1.00 1.00 Satd. Flow (perm) 525 3539 3387 Peak -hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 268 726 0 0 679 207 0 0 RTOR Reduction (vph) 0 0 0 0 16 0 0 0 Lane Group Flow (vph) 268 726 0 0 870 0 0 0 Confl. Peds. (#/hr) 4 6 6 4 8 Confl. Bikes (#/hr) 15 9 r 22 22 174 1900 1900 1900 1900 6.0 6.0 6.0 1.00 1.00 1.00 0.98 1.00 0.96 1.00 1.00 1.00 0.86 1.00 0.85 1.00 0.95 1.00 1574 1770 1524 1.00 0.95 1.00 1574 1770 1524 0.94 0.94 0.94 0.94 23 185 0 163 19 0 0 137 4 185 0 26 4 4 8 3 8 PZ-21-11667 12/29/22 Turn Type Perm NA NA Perm Prot Perm Protected Phases 2 6 7 Permitted Phases 2 7 7 Actuated Green, G (s) 58.1 58.1 58.1 15.3 15.3 15.3 Effective Green, g (s) 58.1 58.1 58.1 15.3 15.3 15.3 Actuated g/C Ratio 0.61 0.61 0.61 0.16 0.16 0.16 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 1.0 1.0 1.0 3.0 3.0 3.0 Lane Grp Cap (vph) 321 2164 2071 253 285 245 v/s Ratio Prot 0.21 0.26 c0.10 v/s Ratio Perm c0.51 0.00 0.02 v/c Ratio 0.83 0.34 0.42 0.01 0.65 0.11 Uniform Delay, d1 14.6 9.0 9.6 33.5 37.3 34.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 21.9 0.4 0.6 0.0 5.0 0.2 Delay (s) 36.5 9.4 10.3 33.5 42.4 34.2 Level of Service D A B C D C Approach Delay (s) 16.7 10.3 33.5 38.5 Approach LOS B B C D Intersection Summary HCM 2000 Control Delay 17.7 HCM 2000 Level of Service HCM 2000 Volume to Capacity ratio 0.76 Actuated Cycle Length (s) 95.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 62.6% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis Synchro 10 Report Page 7 4 PURL/ Arlo Hotel No Build 7: N Miami Avenue & NW 20th Street G 0 Art a. at Lane Group EBL EBT EBR WBT WBR NBL NBT SBL SBT Lane Configurations Vi 11 r 1 r I vi Traffic Volume (vph) 199 431 269 490 282 7 461 164 488 Future Volume (vph) 199 431 269 490 282 7 461 164 488 Lane Group Flow (vph) 216 468 292 533 307 0 524 178 623 Turn Type Perm NA Perm NA Perm Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases 4 4 8 2 6 Detector Phase Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 24.0 24.0 24.0 24.0 24.0 24.0 24.0 24.0 24.0 Total Split (s) 40.0 40.0 40.0 40.0 40.0 50.0 50.0 50.0 50.0 Total Split (%) 44.4% 44.4% 44.4% 44.4% 44.4% 55.6% 55.6% 55.6% 55.6% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None None C-Max C-Max C-Max C-Max v/c Ratio 1.38 0.67 0.41 0.76 0.44 0.59 0.51 0.70 Control Delay 231.5 28.9 6.6 32.8 10.0 19.7 22.2 22.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 231.5 28.9 6.6 32.8 10.0 19.7 22.2 22.6 Queue Length 50th (ft) -164 217 20 259 43 203 66 258 Queue Length 95th (ft) #303 326 76 386 110 304 132 387 Internal Link Dist (ft) 1105 477 185 843 Turn Bay Length (ft) 140 105 202 Base Capacity (vph) 157 703 705 703 692 895 347 891 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 1.38 0.67 0.41 0.76 0.44 0.59 0.51 0.70 •' V r NOTICE This submittal needs to be' scheduled fora pubic hearing In acoordanre whh bmellnee set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubic hearing to render a recommendation or a final decM on. PZ-21-11667 12/29/22 v14/ !EW COV 4 4 4 8 8 2 2 6 6 Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 78 (87%), Referenced to phase 2:NBTL and 6:SBTL, Start of Yellow Natural Cycle: 65 Control Type: Actuated -Coordinated - Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 7: N Miami Avenue & NW 20th Street tc2 :R. 4f -Pr,_ 50 40 s r,c'.'R ♦Is ��'55 06 :ryry R: -. .r 4. 50s 1Os Page 9 Arlo Hotel No Build 7: N Miami Avenue & NW 20th Street 1' Movement EBL EBT EBR WBL WBT WBR NBL NBT Lane Configurations Vi 11 r I- r Traffic Volume (veh/h) 199 431 269 0 490 282 7 461 14 Future Volume (veh/h) 199 431 269 0 490 282 7 461 14 164 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.95 1.00 0.97 1.00 0.93 1.00 0.96 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1870 1870 1870 0 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 216 468 292 0 533 307 8 501 15 178 530 93 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 0 2 2 2 2 2 2 2 2 Cap,veh/h 165 707 567 0 707 580 45 872 26 412 751 132 Arrive On Green 0.38 0.38 0.38 0.00 0.38 0.38 0.49 0.49 0.49 0.49 0.49 0.49 Sat Flow, veh/h 655 1870 1502 0 1870 1535 9 1783 53 885 1537 270 Grp Volume(v), veh/h 216 468 292 0 533 307 524 0 0 178 0 623 Grp Sat Flow(s),veh/h/In 655 1870 1502 0 1870 1535 1844 0 0 885 0 1807 Q Serve(g_s), s 11.7 18.7 13.5 0.0 22.3 14.0 0.0 0.0 0.0 6.3 0.0 24.2 Cycle Q Clear(g_c), s 34.0 18.7 13.5 0.0 22.3 14.0 18.1 0.0 0.0 24.4 0.0 24.2 Prop In Lane 1.00 1.00 0.00 1.00 0.02 0.03 1.00 0.15 Lane Grp Cap(c), veh/h 165 707 567 0 707 580 942 0 0 412 0 883 V/C Ratio(X) 1.31 0.66 0.51 0.00 0.75 0.53 0.56 0.00 0.00 0.43 0.00 0.71 Avail Cap(c_a), veh/h 165 707 567 0 707 580 942 0 0 412 0 883 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 42.0 23.2 21.6 0.0 24.4 21.8 16.4 0.0 0.0 19.8 0.0 17.9 Incr Delay (d2), s/veh 175.7 2.1 0.6 0.0 4.4 0.7 2.4 0.0 0.0 3.3 0.0 4.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 11.7 8.2 4.6 0.0 10.1 4.9 7.8 0.0 0.0 3.2 0.0 10.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 217.7 25.4 22.2 0.0 28.8 22.5 18.7 0.0 0.0 23.1 0.0 22.7 LnGrp LOS F C C A C C B A A C A C Approach Vol, veh/h 976 840 524 801 Approach Delay, slveh 67.0 26.5 18.7 22.7 Approach LOS E C B C This submittal needs To be schedu lee fora public hearing In accordance with timelines set forth in the City of Mlaml Code. The applies Lie deoislon-making body NOR reNew the Information at the public hearing to render a recommendation or a final decid on. Timer - Assigned Phs PZ-21-11667 12/29/22 2 4 6 8 Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s 50.0 40.0 50.0 40.0 6.0 6.0 6.0 6.0 44.0 34.0 44.0 34.0 20.1 36.0 26.4 24.3 1.2 0.0 1.9 2.6 Intersection Summary HCM 6th Ctrl Delay 36.8 HCM 6th LOS D HCM 6th Signalized Intersection Summary Synchro 10 Report Page 11 PURL/ 4 0 4- Q FUTURE BUILD CONDITIONS NOTICE This submittal needs to be'scheduled fora pubic hearing In acoorrlanre whh bmellnee set forth in the City of Miami Code. The appLI®Lie decision -malting body NOR redew the intonation at the pubdc hearing to render recommended on or a final decM on. PZ-21-11667 SEW 12/29/22 sN cO�Qv Table 5.1 - 2024 Build Intersection Capacity Analysis Summa Movement/Approach Time Level of Service' NW 23rd Street & NW Miami Court NW 23rd Street & N Miami Avenue NW 22nd Street & NW Miami Court NW 22nd Street & N Miami Avenue NW 22nd Street & NW 2nd Avenue NW 20th Street & NW 2nd Avenue NW 20th Street & N Miami Avenue LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Day EBL PM D 43.6 F 222.0 EBT PM A 9.5 C 25.4 EBR PM C 22.2 EB Approach PM F 296.6 B 12.6 F 89.3 B 18.9 E 68.0 WBL PM A 0.0 WBT PM B 10.3 C 28.8 WBR PM C 23.1 WO Approach PM B 10.1 F 229.7 D 28.6 B 10.3 C 26.6 NBL PM 3 19.0 NBT PM A 0.0 NBR PM C 33.6 A 0.0 NB Approach PM B 11.9 C 33.6 B 19.0 SBL PM D 42.4 C 24.7 SBT PM A 0.0 SBR PM C 34.3 C 23.1 SB Approach PM D 38.5 C 23.5 Overall PM i B 18.7 D 37.2 171 Deay is average delay per vehicle in seconds Table 5.2 - 2024 Build Intersection Queue Lengths Summary Lo42Illir 4 Time 95th Percentile Queue Lenghts (ft) EBL EBR WBL WBR NBL NBR SBL SBR Storage (ft) °h 95 %tile Storage (ft) °h 95 %tile Storage (ft) 95th%tile Storage (ft) th %tile Storage (ft) 95th%tileStora a (ft)95 th95%tile95„ Storage (ft) 95th %tile Storage (ft) %tile NW 23rd Street & NW Miami Court PM NW 23rd Street & N Miami Avenue PM NW 22nd Street & NW Miami Court PM NW 22nd Street & N Miami Avenue PM NW 22nd Street & NW 2nd Avenue PM NW 20th Street & NW 2nd Avenue PM 100 #378 105 164 NW 20th Street & N Miami Avenue PM 140 #303 105 115 202 148 # 95th percentile volume exceeds capacity, queue may be longer. m Voiume for 95th percentire queue is metered by upstream signal. LANGAN ENGINEERING & ENVIRONMENTAL SERVICES 4 PUaLi Arlo Hotel 1: N Miami Court & NW 23rd Street Build G 0 a. Intersection Int Delay, s/veh 4.5 Movement EBT EBR WBL WBT NBL NBR NOTICE This submittal needs to be scheduled fora pubic hearing In acoorlonre whh bmellnee set forth in the City of Miami Code. The applicable decision -making bodywlll reNew the information at the pu biic hearing to render a recommendation or a final decib on. Lane Configurations Traffic Vol, veh/h 117 8 8 146 93 67 Future Vol, veh/h 117 8 8 146 93 67 Conflicting Peds, #/hr 0 23 23 0 22 11 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 - Veh in Median Storage, # 0 0 0 Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 127 9 9 159 101 73 PZ-21-11667 12/29/22 44, Rti/1 EW CO ' • Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 159 0 354 166 Stage 1 - 155 Stage 2 - 199 - Critical Hdwy - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - 1420 - 644 878 Stage 1 - 873 Stage 2 - 835 Platoon blocked, % Mov Cap-1 Maneuver - 1389 - 612 850 Mov Cap-2 Maneuver - 612 Stage 1 - 848 Stage 2 - 817 • Approach EB WB NB HCM Control Delay, s 0 0.4 11.9 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 693 - - 1389 - HCM Lane V/C Ratio 0.251 - 0.006 HCM Control Delay (s) 11.9 - 7.6 0 HCM Lane LOS B A A HCM 95th %tile Q(veh) 1 0 HCM 6th TWSC Synchro 10 Report Page 1 Arlo Hotel 2: N Miami Avenue & NW 23rd Street Movement EBL EBR NBL NBT SBT SBR Lane Configurations Ise 41, +I Traffic Vol, veh/h 137 57 26 956 746 132 Future Vol, veh/h 137 57 26 956 746 132 Conflicting Peds, #/hr 1 36 11 0 0 11 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 146 61 28 1017 794 140 This submittal needs to be scheduled fora pubic hearing In acoorlonre whh bmellnee set forth in the City of Miami Code. The applicable decision -making bodywlll reNew the information at the pu biic hearing to render a recommended on or a final declb on. PZ-21-11667 12/29/22 Build Major/Minor Minor2 Majorl Major2 Conflicting Flow All 1441 514 945 0 - 0 Stage 1 875 Stage 2 566 - Critical Hdwy 6.84 6.94 4.14 Critical Hdwy Stg 1 5.84 - Critical Hdwy Stg 2 5.84 Follow-up Hdwy 3.52 3.32 2.22 Pot Cap-1 Maneuver — 123 505 722 Stage 1 368 Stage 2 532 Platoon blocked, % Mov Cap-1 Maneuver — 110 483 714 Mov Cap-2 Maneuver — 110 Stage 1 332 Stage 2 527 Approach EB NB SB HCM Control Delay, s 296.6 0.7 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 714 - 142 - HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 0.039 - 1.453 10.2 0.4 296.6 B A F 0.1 - 13.7 Notes —: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Synchro 10 Report Page 2 PURL/ Arlo Hotel Build 3: N Miami Court & NW 22nd Street 4 0 a. Intersection Int Delay, s/veh 8.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 107 69 3 4 57 76 6 46 13 9 28 20 Future Vol, veh/h 107 69 3 4 57 76 6 46 13 9 28 20 Conflicting Peds, #/hr 4 0 7 7 0 4 6 0 2 2 0 6 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - - None - - None - - None Storage Length Veh in Median Storage, # 0 0 0 0 Grade, % - 0 - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 116 75 3 4 62 83 7 50 14 10 30 22 . Vr n NOTICE This submittal needs to be scheduled fora pubic hearing In acoorlonre whh bmellnee set forth in the City of Miami Code. The applicable decision -making bodywlll reNew the information at the pu biic hearing to render a recommendation or a final decib on. PZ-21-11667 12/29/22 44, Rti/1 EW CO ' Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap-1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap-1 Maneuver Mov Cap-2 Maneuver Stage 1 Stage 2 215 147 67 67 148 80 7.12 6.52 6.12 5.52 6.12 5.52 3.518 4.018 742 744 943 839 855 828 624 624 933 719 729 729 828 822 54 180 151 63 58 0 0 66 0 0 - 73 73 - 107 78 - 6.22 7.12 6.52 6.22 4.12 - 6.12 5.52 - 6.12 5.52 - - 3.318 3.518 4.018 3.318 2.218 1013 782 741 1002 1546 - 937 834 - 898 830 1000 705 - 705 - 930 - 803 726 996 1537 726 828 819 - 4.12 - 2.218 - 1536 - 1533 Approach EB WB NB SB HCM Control Delay, s 12.6 10.1 0.7 1.2 HCM LOS B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1537 - - 665 854 1533 - HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 0.004 - 0.293 0.174 0.006 7.4 0 - 12.6 10.1 7.4 0 A A - B B A A 0 - 1.2 0.6 0 HCM 6th TWSC Synchro 10 Report Page 3 PURL/ Arlo Hotel Build 4: N Miami Avenue & NW 22nd Street/NE 22nd Street 4 0 a. Intersection Int Delay, s/veh 19.9 Movement EBL EBT EBR WBL WBT WBR NBL Lane Configurations Traffic Vol, veh/h 34 6 51 57 8 48 73 Future Vol, veh/h 34 6 51 57 8 48 73 Conflicting Peds, #/hr Sign Control Stop Stop Stop Stop Stop Stop Free RT Channelized - None - - None - Storage Length Veh in Median Storage, # 0 0 Grade, % - 0 - 0 - - Peak Hour Factor 96 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 2 2 2 2 Mvmt Flow 35 6 53 59 8 50 76 NBT NBR SBL SBT SBR 3, 414 736 43 38 666 53 736 43 38 666 53 . Vr n NOTICE This submittal needs to be scheduled fora pubic hearing In acoorlonre wM1h bmellnee set forth in the City of Miami Code. The applicable decision -making bodywlll reNew the information at the pu biic hearing to render a recommendation or a final decib on. PZ-21-11667 12/29/22 44, Rti/1 EW GO�Q 1 0 2 2 0 1 27 0 39 39 0 27 Free Free Free Free Free - None - - None 0 0 0 - - 0 - 96 96 96 96 96 2 2 2 2 2 767 45 40 694 55 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap-1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap-1 Maneuver Mov Cap-2 Maneuver Stage 1 Stage 2 1370 829 541 7.54 6.54 6.54 3.52 105 331 493 66 66 267 359 1832 829 1003 6.54 5.54 5.54 4.02 75 383 318 53 53 339 254 404 6.94 3.32 596 1413 981 432 7.54 6.54 6.54 3.52 98 268 572 580 63 63 214 462 1837 446 776 0 0 851 0 0 981 856 - 6.54 6.94 4.14 5.54 - 5.54 - 4.02 3.32 2.22 75 560 836 326 373 - 4.14 - 2.22 - 783 53 539 815 53 260 330 - 754 Approach EB WB NB SB HCM Control Delay, s 89.3 229.7 1.5 0.9 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 815 - - 127 99 754 - HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 0.093 9.9 0.7 A A 0.3 - 0.746 1.189 0.052 - 89.3 229.7 10 0.4 - F F B A - 4.3 7.9 0.2 HCM 6th TWSC Synchro 10 Report Page 4 4 PUei. Arlo Hotel 5: NW 2nd Avenue & NW 22nd Street Build G 0 a. Intersection Int Delay, s/veh Movement 4 WBL WBR NBT NBR SBL SBT NOTICE This submittal needs to be scheduled fora pubic hearing In acoorlonre whh bmellnee set forth in the City of Miami Code. The applicable decision -making bodywlll reNew the information at the pu biic hearing to render a recommendation or a final decib on. PZ-21-11667 12/29/22 sN Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow 40 40 16 Stop 0 0 0 96 2 42 4 84 500 31 61 315 84 500 31 61 315 37 0 118 118 0 Stop Free Free Free Free None - None - None 96 2 88 0 0 96 2 521 96 2 32 0 - 0 96 96 2 2 64 328 • Major/Minor Minorl Majorl Major2 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap-1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap-1 Maneuver Mov Cap-2 Maneuver Stage 1 Stage 2 1127 692 0 0 671 0 655 472 - 6.42 6.22 5.42 - 5.42 - 3.518 3.318 226 444 517 628 179 380 179 415 619 - 4.12 - 2.218 - 919 - 816 Approach WB HCM Control Delay, s 28.6 NB 0 SB 1.6 HCM LOS Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - 279 816 - HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 0.463 0.078 - 28.6 9.8 0 - D A A - 2.3 0.3 HCM 6th TWSC Synchro 10 Report Page 5 4 P U Arlo Hotel 6: NW 2nd Avenue & NW 20th Street Build G 0 a. Lane Group EBL EBT WBT NBR SBL SBR Lane Configurations ' 44 fT4 r Traffic Volume (vph) 262 692 649 26 174 161 Future Volume (vph) 262 692 649 26 174 161 Lane Group Flow (vph) 279 736 897 28 185 171 Turn Type Perm NA NA Perm Prot Perm Protected Phases 2 6 7 Permitted Phases 2 7 7 Detector Phase 2 2 6 7 7 7 08 NOTICE This submittal needs to be' scheduled fora pubic hearing In acoordanre whh bmellnee set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubic hearing to render a recommendation or a final decM on. PZ-21-11667 12/29/22 v� !EW COV 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 5.0 5.0 5.0 5.0 Minimum Split (s) 24.0 24.0 24.0 11.0 11.0 11.0 24.0 Total Split (s) 33.0 33.0 33.0 35.0 35.0 35.0 27.0 Total Split (%) 34.7% 34.7% 34.7% 36.8% 36.8% 36.8% 28% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode C-Max C-Max C-Max None None None None v/c Ratio 0.81 0.31 0.40 0.04 0.65 0.44 Control Delay 37.5 9.8 10.2 0.1 47.7 8.9 Queue Delay 0.0 0.0 20.5 0.0 0.0 0.0 Total Delay 37.5 9.8 30.7 0.1 47.7 8.9 Queue Length 50th (ft) 89 72 90 0 106 0 Queue Length 95th (ft) #378 228 283 0 164 52 Internal Link Dist (ft) 519 55 Turn Bay Length (ft) 100 105 Base Capacity (vph) 344 2344 2254 826 540 589 Starvation Cap Reductn 0 0 1371 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.81 0.31 1.02 0.03 0.34 0.29 Intersection Summary Cycle Length: 95 Actuated Cycle Length: 95 Offset: 78 (82%), Referenced to phase 2:EBTL and 6:WBT, Start of Yellow Natural Cycle: 100 Control Type: Actuated -Coordinated # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 6: NW 2nd Avenue & NW 20th Street -IP y,2:R 33 s 33s 35s 27s i uiuiiya oynunu iu Rciun Page 6 Arlo Hotel Build 6: NW 2nd Avenue & NW 20th Street This submittal needs to be schedu lee fora public hearing In accordance wilh timelines set forth in the City of Miami Code. The applies Lie deolslon-mahing body NOR ro ew theinformation at the public hearing to rendera recommendation or a final deed on. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations "j ft' fra. r Traffic Volume (vph) 262 692 0 0 649 195 0 0 26 Future Volume (vph) 262 692 0 0 649 195 0 0 26 174 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 0.99 0.98 1.00 0.96 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.97 0.86 1.00 0.85 Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1765 3539 3389 1574 1770 1524 Flt Permitted 0.28 1.00 1.00 1.00 0.95 1.00 Satd. Flow (perm) 518 3539 3389 1574 1770 1524 Peak -hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 279 736 0 0 690 207 0 0 28 185 0 171 RTOR Reduction (vph) 0 0 0 0 16 0 0 0 23 0 0 143 Lane Group Flow (vph) 279 736 0 0 881 0 0 0 5 185 0 28 Confl. Peds. (#/hr) 4 6 6 4 8 4 4 8 Confl. Bikes (#/hr) 15 9 3 8 PZ-21-11667 12/29/22 Turn Type Perm NA NA Perm Prot Perm Protected Phases 2 6 7 Permitted Phases 2 7 7 Actuated Green, G (s) 58.1 58.1 58.1 15.3 15.3 15.3 Effective Green, g (s) 58.1 58.1 58.1 15.3 15.3 15.3 Actuated g/C Ratio 0.61 0.61 0.61 0.16 0.16 0.16 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 1.0 1.0 1.0 3.0 3.0 3.0 Lane Grp Cap (vph) 316 2164 2072 253 285 245 v/s Ratio Prot 0.21 0.26 c0.10 v/s Ratio Perm c0.54 0.00 0.02 v/c Ratio 0.88 0.34 0.43 0.02 0.65 0.11 Uniform Delay, d1 15.6 9.0 9.7 33.5 37.3 34.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 28.0 0.4 0.6 0.0 5.0 0.2 Delay (s) 43.6 9.5 10.3 33.6 42.4 34.3 Level of Service D A B C D C Approach Delay (s) 18.9 10.3 33.6 38.5 Approach LOS B B C D Intersection Summary HCM 2000 Control Delay 18.7 HCM 2000 Level of Service HCM 2000 Volume to Capacity ratio 0.79 Actuated Cycle Length (s) 95.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 63.4% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis Synchro 10 Report Page 7 4 P U Arlo Hotel Build 7: N Miami Avenue & NW 20th Street G 0 a. at Lane Group EBL EBT EBR WBT WBR NBL NBT SBL SBT Lane Configurations Vi 11 r 1 r I Traffic Volume (vph) 199 431 269 490 297 7 473 176 498 Future Volume (vph) 199 431 269 490 297 7 473 176 498 Lane Group Flow (vph) 216 468 292 533 323 0 537 191 634 Turn Type Perm NA Perm NA Perm Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases 4 4 8 2 6 Detector Phase 4 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 24.0 24.0 24.0 24.0 24.0 24.0 24.0 24.0 24.0 Total Split (s) 40.0 40.0 40.0 40.0 40.0 50.0 50.0 50.0 50.0 Total Split (%) 44.4% 44.4% 44.4% 44.4% 44.4% 55.6% 55.6% 55.6% 55.6% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None None C-Max C-Max C-Max C-Max v/c Ratio 1.38 0.67 0.42 0.76 0.46 0.60 0.56 0.71 Control Delay 231.5 28.9 7.0 32.8 10.1 20.1 24.1 23.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 231.5 28.9 7.0 32.8 10.1 20.1 24.1 23.1 Queue Length 50th (ft) -164 217 22 259 45 210 73 265 Queue Length 95th (ft) #303 326 80 386 115 314 148 397 Internal Link Dist (ft) 1105 477 185 843 Turn Bay Length (ft) 140 105 202 Base Capacity (vph) 157 703 701 703 699 895 341 891 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 1.38 0.67 0.42 0.76 0.46 0.60 0.56 0.71 NOTICE This submittal needs to be' scheduled fora pubic hearing In acoordanre whh bmellnee set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubic hearing to render a recommendation or a final decM on. PZ-21-11667 12/29/22 Q\sN A...�! EW CO,' Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 78 (87%), Referenced to phase 2:NBTL and 6:SBTL, Start of Yellow Natural Cycle: 75 Control Type: Actuated -Coordinated - Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 7: N Miami Avenue & NW 20th Street t.)- :R., u-,_ 50 s [:40s lir o€: v 1- 50 s l -.. ; s ls: . Page 9 Arlo Hotel Build 7: N Miami Avenue & NW 20th Street Movement EBL EBT EBR WBL Lane Configurations V r Traffic Volume (veh/h) 199 431 269 0 Future Volume (veh/h) 199 431 269 0 Initial Q (Qb), veh 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.95 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 Work Zone On Approach No Adj Sat Flow, veh/h/In 1870 1870 1870 0 Adj Flow Rate, veh/h 216 468 292 0 Peak Hour Factor 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 0 Cap, veh/h 164 707 567 0 Arrive On Green 0.38 0.38 0.38 0.00 Sat Flow, veh/h 645 1870 1502 0 Grp Volume(v), veh/h 216 468 292 0 Grp Sat Flow(s),veh/h/In 645 1870 1502 0 Q Serve(g_s), s 11.7 18.7 13.5 0.0 Cycle Q Clear(g_c), s 34.0 18.7 13.5 0.0 Prop In Lane 1.00 1.00 0.00 Lane Grp Cap(c), veh/h 164 707 567 0 V/C Ratio(X) 1.32 0.66 0.51 0.00 Avail Cap(c_a), veh/h 164 707 567 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 42.0 23.2 21.6 0.0 Incr Delay (d2), s/veh 180.0 2.1 0.6 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 11.8 8.2 4.6 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 222.0 25.4 22.2 0.0 LnGrp LOS F C C A Approach Vol, veh/h 976 Approach Delay, slveh 68.0 Approach LOS E Timer - Assigned Phs 1' WBT WBR NBL NBT r 490 297 7 473 14 490 297 7 473 14 176 0 0 0 0 0 0 0 0 0.97 1.00 0.93 1.00 0.96 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 No No No 1870 1870 1870 1870 1870 1870 1870 1870 533 323 8 514 15 191 541 93 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 2 2 2 2 2 2 2 2 707 580 45 873 25 403 754 130 0.38 0.38 0.49 0.49 0.49 0.49 0.49 0.49 1870 1535 9 1785 52 874 1543 265 533 323 537 0 0 191 0 634 1870 1535 1845 0 0 874 0 1808 22.3 14.9 0.0 0.0 0.0 7.9 0.0 24.8 22.3 14.9 18.7 0.0 0.0 26.6 0.0 24.8 1.00 0.01 0.03 1.00 0.15 707 580 943 0 0 403 0 884 0.75 0.56 0.57 0.00 0.00 0.47 0.00 0.72 707 580 943 0 0 403 0 884 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 24.4 22.1 16.5 0.0 0.0 20.7 0.0 18.1 4.4 1.0 2.5 0.0 0.0 4.0 0.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10.1 5.2 8.1 0.0 0.0 3.6 0.0 10.9 This submittal needs to be schedu lee fora public hearing In accordance wilh timelines set forth in the City of Mlaml Code. The applies Lie deolslon-mahing body NOR reNew the Information at the public hearing to render a recommendation or a final deed on. PZ-21-11667 12/29/22 28.8 23.1 19.0 0.0 0.0 24.7 0.0 23.1 C C B A A C A C 856 537 825 26.6 19.0 23.5 C B C 2 4 6 8 Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s 50.0 40.0 50.0 40.0 6.0 6.0 6.0 6.0 44.0 34.0 44.0 34.0 20.7 36.0 28.6 24.3 1.2 0.0 1.9 2.7 Intersection Summary HCM 6th Ctrl Delay 37.2 HCM 6th LOS D HCM 6th Signalized Intersection Summary Synchro 10 Report Page 11 PURL/ 4 0 4- Q DRIVEWAYS NOTICE This submittal needs to be'scheduled fora pubic hearing In acoorrlanre whh bmellnee set forth in the City of Miami Code. The appLIca n decision -malting body NOR redew the intonation at the pubdc hearing to render recommended on or a final decM on. PZ-21-11667 SEW 12/29/22 sN cO�Qv 4 PURL/ Arlo Hotel 8: N Miami Court & Driveway Build G O a. Intersection Int Delay, s/veh Movement 2.8 WBL WBR NBT NBR SBL SBT NOTICE This submittal needs to be scheduled fora pubic hearing In acoorlonre whh bmellnee set forth in the City of Miami Code. The applicable decision -making bodywlll reNew the information at the pu biic hearing to render a recommended on or a final declb on. PZ-21-11667 12/29/22 sN .0,c.Rtyl EW GO�Qv Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow 0 0 0 Stop 0 0 0 92 2 0 85 85 0 Stop None 75 75 0 Free 106 106 0 Free None 0 0 0 Free 4 16 16 0 Free None 0 0 0 - 0 92 92 92 92 92 2 2 2 2 2 92 82 115 0 17 Major/Minor Minorl Majorl Major2 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap-1 Maneuver Stage 1 Stage 2 1006 Platoon blocked, % Mov Cap-1 Maneuver 834 908 Mov Cap-2 Maneuver 834 Stage 1 887 Stage 2 1006 157 140 0 0 197 0 140 17 - 6.42 6.22 5.42 - 5.42 - 3.518 3.318 834 908 887 - 4.12 - 2.218 - 1376 - 1376 Approach WB HCM Control Delay, s 9.4 NB 0 SB 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - 908 1376 - HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 0.102 - 9.4 - A - 0.3 0 A 0 HCM 6th TWSC Synchro 10 Report Page 1 LANGAN ENGINEERING & ENVIRONMENTAL SERVICES Right Turn Lane Warrant Analyst: MGP Date: 01/25/2022 Analysis Year: 2024 PM Job#: 300237401 Intersection: N/S : NW Miami Court E/W: Driveway 1 Northbound Right Turn Figure 2 - 6. Guideline for determining the need for a major -road right -turn bay at a two-way stop -controlled intersection. INPUT Roadway geometry: 2-lane roadw ay Variable Value Major -road speed, mph: 30 Major -road volume (one direction), veh/h: 160 Right -turn volume, veh/h: 106 OUTPUT Variable Value Limiting right -turn volume, veh/h: 133739 Guidance for determining the need for a major -road right -turn bay for a 2-lane roadway: Do NOT add right -turn bay. Right -Turn Volume, veh/h 140 120 100 80 60 40 -- 20 0 200 Add right- turn bay 400 600 800 1000 1200 1400 1600 Major -Road Volume (one direction), veh/h Data Source: NCHRP 457 Evaluation of Intersection Improvements PURL/ 4 0 4- Q APPENDIX G COMMITTED DEVELOPMENTS NOTICE This submittal needs to be'scheduled fora pubic hearing In acoorrlanre whh bmellnee set forth in the City of Miami Code. The appLI®Lie decision -malting body NOR redew the intonation at the pubdc hearing to render recommended on or a final decM on. PZ-21-11667 SEW 12/29/22 sN cO�Qv PUBiic Traffic Impact Analysis for Submittal to the City of Miami Society Wynwood Miami, Florida Prepared for: PMG Acquisitions, LLC Miami, Florida Prepared by: Kimley-Horn and Associates, Inc. Kimley» Horn ©2021 Kimley-Horn and Associates, Inc. Updated October 2021 July 2021 March 2021 043797002 •r 0 it NOTICE This submrtal needs to be scnedu Led for a public hearing in accordance with timelines set forth in the City of Miami Ccde. The appliedbte decision -making body will reviewtheintormaton at the public hearing to render recommended on or a final decision. PZ-21-11667 12/29/22 44 EVIEW C0 ' v 0 a 814.3 Omar Kanaan, P.E. Florida Registration Number 81433 Kimley-Horn and Associates, Inc. 8201 Peters Road, Suite 2200 Plantation, Florida 33324 Registry # 00000696 PMG Greyhrook Wynwood Trustee LLC society wynwood •ame. n. asv- 4,C up II III Iv 11 111 111 • N N0Sts S REE Hl (l� z,, ,Q-,, �r a n .., P. i I I I a M sr� •,•-^ o Ilk k Mk ►� _ h.. ors Ra11 aA o�R a.. i�.w\ ' jr N, o iiilli ni0 ._.asx _. 0 N aPP 3..... _0 To ■®� 0■ �° mn�"dal SI — 02 MC> LIIIM I 13° o 0 i 00 II do 0 OI 0++,AA ee���� 0.' •ILIW.Ir I I 11 o0 0 0 MID 0° • nom mww� '' k o Ivp i .^: yaw — ■fie regnifiErilitil PA .161a ilk vRa® _aaroc A 6.4 L o IL O. ® ® 0 "alu 1111111111 mmnn L 11l1YFEI11111 ��Inrrnnanllllll iiNI :e� `as fl c Z,7. oryo,,,. r. „ V11111111111111A! iiiiiiiiIMOAlRl �YY 1Iiiiii gu�1111111111 A■116l�fil111g1i.. ■■88'l■l 111Y91110 �� III11111111111 c�inme�cl, ,.o wk� u�ov, gw,. „so©I .f s,oc m `I r 47 no calms® I14 1� Itik . ssns,o — sans, Imnv�� ®©� ., ,J,--..:0' ,,,, 0tl vu L. m mP see silt. A00 for waterproo ing notes) { �.__ ���e { „�=rs e, see sht.A or elevators�pecs 00� f floor plan - level 01 - ground N.W.201.. STREET see sht. A112 & A113 for additional information Tk; 3/32" Sie er Suarez Architects L.L.C. floor plan - level 01 - ground PURL/ enueny !we!IN y}JON anuany puZ MN M L s (s) 1 4 of (5) 1 L (L) sL (s) r oz (zl) .° NOTICE This submittal needs to be scheduled fora pubic hearing In aaoreance with timelines set forth in the City of Kam Code. The applicalde decision -ma ItIng body will reWew)M Information at the public hearing to render a recorranendat on or a final decM on. . EL (8) r (b) he Aemenpa ;Oa[OJd (ea) s2 J oz (IL) (L) 6L (bL) sz NW 20th Street J1 (9) L — (5L) 8L — (6L) 6L J PZ-21-11667 12/29/22 V ' Vg Ew CO' L TO u U ZN O ,/ N o / O This subrnertat needs to be scheduled for a public hearing In accordance whh timelines set forth in the City of Miami Code. The applicable decision -ma Ming body will review the information at the public hearing to render a resommendah on or a final deed on. PZ-21-11667 12/29/22 Li !JYj'JWD.fJU flJJ%lC CJ•J% Prepared By; David Plummier & ASSOCLdL S Prepared For: r't r .1 i Prepared In: r:l. r ri 2021 DPAJob tt: CIAVIO PLUMMER di ASSOCIATES • vroiec! rto 29206 • - 311 1111=21.12=11nr.:nr01- - '4- ---r SIEETVECIFICKEIWITEI Ma 1...111110.0.1•101,-- 1.II 'VFW •• 1.1 w.--......-.....-.,-..-,....--...,-,,-.2. Yd. 601111.11.C.11.V.W.IP .11;;MLMFD47.1.171XF.167=7.74' *V.V. • A• 0 U. - --IF 11.- ,P PIM LEiti • • « • Trrrt.::?2' O MN, •-••••=11M. .61 1ft 11. 11. PILi1P :EY ELS- HAIGH CUSSIFICAIHM :V.:•.;741•' • FINISH FLOOR HATCH LEND El kb Pr. I 1 I , wr E 4 .4111441/6.1 - - - qt- 41 10 la 0 / 4/ 0 • 111 • •'••.-"" ••• NW 24th street NW 2Hth Street NW 27th Street NW 26th Street NW 25th street NW 24th Street NW 23rd Street NW 1SC Avenue 1 I 4,-3wi ( J .41 4151 —r 4=,s- iI 14171_' i r 4121-P. tIR ry L dr— j I145?1_ 'AR (46l �+ NW 22nd Street- 21st street NW 20th Street ▪ In ■ Out 00 AM j00j PM Exhibit 13 Project Location Project Trip Assignment 2 z NW 1st Place NW tst Cou ' i. NW Miami Co North Miami Avenue FAT. `1 NW 23rd Stre- W 24th Street ThIs sebrn tal needs to be schebu lei for a pubic hearing In accordance whh timelines set forth in the City of Miami Code_ The applicable decision -making body will review the information at the public hearing to render a recommenbali on or a final decision. PZ-21-11667 12/29/22 0 NORTH ve 1•11 rns.Ml [ k JD PLLMM_R & ASSO1_IAT=S" I P1oIecl Flo- 202D p.27 4 PURL/ G 0 4- a. TRAFFIC IMPACT A 2400 N. s.0 . Vv NOTICE Thin submittal needs to be scheduled for a puboc hearing In accordance with timelines set forth in the City of Miami Cede. The applicalie decision -making bury wIll reWewthe information at the public hearing to render a recommendation or a final decision. 44, V REVIEW CO ' PZ-21-11667 12/29/22 City of Miami, Florida Prepared For: East End Capital 100 N. Biscayne Boulevards, Suite 503 Miami, Florida 33132 Prepared By: Langan Engineering & Environmental Services, Inc. 15150 NW 79 Court Miami Lakes, FL 33016 FL Certificate of Authorization No: 6601 LAN1iAN .`SOHN iPegsg^, `r 4 �ENs'F•., Digitally signed ~;:•' No 82400 W=Lby John P Kim * =Date: bpi• STATE aF w 2020.10.29 6pC./,' 15:09:40-04'00' John P. Kim, P.E., PTOE P.E. License No. 62400 Eric Schwarz, P.E., LEED AP Principal/Vice President 29 October 2020 300253801 14 13 00 O 4 1� i'%CIEk YN�E'wLk1�Sf FLOOR PLAN - LEVEL 1 0 3A Date Date 6 Clil L.CAIIIEN15 u..u+_i — 2400 N. MIAMI AVE. 2400 N. MIAMI AVE. 01IAMI FI 33137 Fj. NW 24.t.hS,tre_et LANGAN 15150 N W 79' Courl, Suite 200. ellaml Lakes. FL 330' 6 P'. 786.264,7221 F,86.264.7201 ovve.lungun.mm FL GERTIFIC uiTE OF ?UTHORIZST DN No. 0000600' Project 2400 N MIAMI AVENUE DADE 1 FLORIDA SITE LOCATION M NW 29th Street (3) ti +— 4 (1) 6 (2) NW 25th Street FsT ti n 4] NE 2nd Avenue (5) 18 NW 24th Street NW 20th Street (3) 10 (7) 23 m m 6 N. Miami Ave. a � a a r ♦ 4— 2 (4) (2) 6 t a This submittal needs to be scheduled fora public hearing In acoordonre whh b matins set forth in the City of Miami Code. The applicable decision -making body NOR reNew the information at the public hearing to render a recommended on or a final decM on. PZ-21-11667 12/29/22 LEGEND #! AM Peak Hour (1) PM Peak Hour LANGAN EN6/NEFRihtiaEN4rRu5AM55i4 iE6kiCts 15150 NW 79"' Court, Suite 200, Miami Lakes, FL 33016 P: 786.264.7221 F: 786.264.7201 www.langan.cam FL CERTIFICATE OF AUTHORIZATION No. 00006601 Project 2400 N MIAMI AVENUE MIAMI MIAMI DADE FLORIDA Figure Title PROJECT TRAFFIC Project No. 300253801 Date 10/2/2020 Scale NTS FIGURE 6 •"', ' saw" o NOTICE This submr tal needs to be saute let bra public hearing In accordance whh timelines set forth in the City of Miami Code_ The applicable decision -making body will review the information at the public hearing to render a recommendali on or a final dads on. PZ-21-11667 tom\ 12/29/22 4 PURL, .1 ou NOTICE Tills sobmRtal needs to be schebu Led for a pubic hearing In accordance whh timelines set forth in the City of Miami Code. The applicable decision -malting body Wit review the information at the public hearing to render a reeommendali on or a final decision. PZ-21-11667 12/29/22 V� VIEW GO�� Prepared By: David Plummer & Associates Prepared For: Prepared In: 2020 DPA Job 0: DAVID PLUMMER di ASSOCIATE: 'Poled IRO 2.3134 W,22NDgT ET I.I I I 1! I lE RETAIL SPACE STAIR -I IRETDOM. IC AR iP KGII PUMP PUMPROOM SGIlVIC'E- '- IBICTC LE • STORAGE i LOADING. SERVICEAREA MAIN I GEAR P FPL EMERGENCYj! VAULT GENERATOR ROOM ,ROOM- - - - II 1"_.PE3.r.'n= 1-71-11 I I CFE ELECT ELEV - I -- -11 --- -I _ - _ iSERVICE CORRIDOR_ - _ - A L -` RECEPTION - • - -1.RETAIL SPADE- --- - 1 1 I r •w7.smkrx1,4 N -N GROUND PLAN — TOWER 3/64" = 12_011 -e I PROGRAM RESIDENTAIL ADMINSTRATIQN RETAIL COMMON AREAS BACK OF WOU'SSE OUTDOOR AREA PARKING PRH N. 2119N MOM AVE CFE Architects, v.:- GROUND LEVEL - GARAGE 1" = 3D'-0" PROGRAM FF5IOENTAIL OFFICES AOIv1NSTRATION RETAJL COMMON AREAS DACI( OF HOUSE PARKING OUTDOOR AR FA PRH N. a, N YIAN AVE Nail NOTICE NW 29th Street NW 28th Street NW 27th Street NW 26th Street NW d5th Strff_ NW 24th Street NW 23rd Strmt NW 22nd Street — NW 21st Stree: NW 21}th Street In 00 AM Out (00) PM Project Location Exhibit 13 Project Trip Assignment z Z7 Z NW 1st Avenue NW 1st Avenue North Miami AN, 12 (61 r'a r=� NICl 15g7 0 irk, NW 22nd Street 44 I23► This submttal needs to be schetluletl for in accordance wrthflmelines set forth Miami Code. The applicatte decision-rm reWew the In formation at the public hear re commendat on or a final tec PZ-21-1166 12/29/22 0 WilN RTh DAVID) PLOdIMFH ! ASSDCIA1ZS 1 G:ol:lct No. 71133t! p25 public hearing the City of Xing body will ng to rendera Traffic Impact Analysis for Submittal to the City of Miami The Collective Miami, Florida Prepared for: Wynwood Gateway I1, LLC Prepared by: Kimley-Horn and Associates, Inc. Kimiey»>Horn C2021 Kimley-Horn and Associates, Inc. Updated May 2021 April 2021 143131000 This submRtal needs to be scheduled fora public hearing in accordance whh bmelinr, set forth in the City of Miami Cede.The applicable decision -making body rrtl renew the Information at the public hearing to render a recommendation or a final deci, on. PZ-21-11667 12/29/22 / S/i5/20zt * r No. 85462 1 * cc ©\ STATE OF /.QZ !il l Cory D. Dorman, P.E., PTOE Florida Registration Number 85462 Kimley-I-Lornand Associates, Inc. 8201 Peters Road, Suite 2200 Plantation, Florida 33324 Registry # 00000696 N.W. 29TH STREET 0 0 0 ROM 0 ©� 0 0 0 „� 9 10 11 12 13 1 1 .. :.:::: ::.:::::: .. ,.L, , m . s © IMhI■■Irll r 'NM n -N.W.28TH STREET re . III 1.. a e i 0 e ® . ,UP. 11 III a ,OO rm: o T - 'll 1 , „ �_I <.� op _lama.-®mmMI o ®JIB 1 III•® i ., e^ g iYJ s�� �'%ia ® I he. �� - .... • ■ I o ®.....oils., ® ■ • sal ' ®9 dii 1, �I -- [r — K i 1 — — -- ,,, ,--- 1 3 WALL & SYMBOL LEGEND 7 8 N.W. 2ND AVENUE GROUND FLOOR PLAN FLOOR PLAN KEYNOTES LEGEND q=n ., -,1 4=V ❑ �.s uE, ��� o . = = ate., o ,---.. o°�� 0000000.0 C". CORWIL . 4 nARCHITECTS oEc The Collective Wy d GVVylmood Gateway II LAC GROUND FLOOR PLAN PHASE WATERPROOFING LEGEND 1009E DO PROGRESS SET o REVISIONS SEAL t N NOT TO SCALE u7 NW 2nd Avenue (6) 6 tr' O fA (67) 47 SITE �d- Project Driveway L 34 (23) 65 CV r 12 (7) 4 4— 10 (9) v ' t (7) 11 0 Note: The traffic volumes in and out of the "c project driveways are total project trips, while the volumes at external intersections are net new trips accounting for the existing development. Kimley>»Horn O 2021 0 (7) (2) Legend Study Roadway 0 Study Intersection XX A.M. Peak Hour Trip Assignment (XX) P.M. Peak Hour Trip Assignment N Miami Avenue NW 28th Street 2 (2) Peak Hour Proj NW 29th Street 1 PURL/ 4 0 4- Q APPENDIX H TRIP GENERATION DATA NOTICE This submittal needs to be'scheduled fora pubic hearing In acoorrlanre whh bmellnee set forth in the City of Miami Code. The appLI®Lie decision -malting body NOR redew the intonation at the pubdc hearing to render recommended on or a final decM on. PZ-21-11667 SEW 12/29/22 sN cO�Qv TRIP GENERATION ANALYSIS ARLO HOTEL AFTERNOON PEAK HOUR Land Use ITE Code Six, Trip Generation Rate In Out Base ITE Trips Multimodal Reduction Factor (17.3%) Sub -Total T ips Internal Trips External Trips Pass by Net New Trips In Out Total In Out Total In Out Total In Out Total % In Out Total Trips % In Out Total Approved Uses 310 217 Rooms T= 0.74 ()0 - 27.89 51% 49% 68 65 133 12 11 23 56 54 110 1 5 6 4.5% 55 49 104 0 D% 55 49 104 Hotel Strip Retail Plaza <40k 822 9,387 SF Ln (T) = 0.71 Ln(X) + 2.72 50% 50% 37 37 74 6 6 13 31 31 61 5 1 6 8.1% 26 30 55 19 34% 17 19 36 Total 105 102 207 18 18 36 87 84 171 6 6 12 81 79 159 19 72 68 140 Proposed Uses Strip Retail Plaza <40k B22 3,185 SF Ln (T) = 0.71 Lo(X) + 2.72 50% 50% 18 17 35 3 3 6 15 14 29 0 1 1 2.9% 15 13 28 10 34% 10 8 18 Hotel 31D 217 Rooms T= D.74 (X) - 27.89 51% 49% 68 65 133 12 11 23 56 54 110 2 1 3 2.3% 54 53 107 0 0% 54 53 107 Drinking Place 975 6,202 SF T= 11.36 (X) 0.00 66% 34% 46 24 70 8 4 12 38 20 58 1 1 2 2.9% 37 19 56 0 0% 37 19 56 Total 132 106 238 23 18 41 109 88 197 3 3 6 106 85 191 101 80 181 Difference (Approved less Proposed) 29 12 41 LANGAN FNGINFER/NG & ENVIRONMENTAL SERV/CES 4 PURL/ Strip Retail Plaza (<40k) (822) Vehicle Trip Ends vs: 1000 Sq. Ft. GLA On a: Weekday Setting/Location: General Urban/Suburban Number of Studies: 4 Avg. 1000 Sq. Ft. GLA: 19 Directional Distribution: 50% entering, 50% exiting NOTICE This submittal needs to be' scheduled fora pubic hearing In acoordanre whh bmellnee set forth in the City of Miami Code. The appLI®Lie decision -malting body NOR rodew the information at the pubic hearing to render a recommendation or a final decM on. PZ-21-11667 12/29/22 sN SEW cO�Qv Vehicle Trip Generation per 1000 Sq. Ft. GLA Average Rate Range of Rates Standard Deviation 54.45 47.86 - 65.07 7.81 Data Plot and Equation T = Trips Ends 2000 1000 0 • i • • • • • • • X Study Site 10 20 X = 1000 Sq. Ft. GLA Fitted Curve Equation: T = 42.20(X) + 229.68 Fitted Curve 30 Average Rate R'= 0.96 40 General Urban/Suburban and Rural (Land Uses 800-999) 229 PURL/ Strip Retail Plaza (<40k) (822) Vehicle Trip Ends vs: 1000 Sq. Ft. GLA On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location: General Urban/Suburban Number of Studies: 5 Avg. 1000 Sq. Ft. GLA: 18 Directional Distribution: 60% entering, 40% exiting NOTICE This submittal needs to be scheduled fora puboc hearing In accortlance whh timelines set forth in the City of Miami Code. The appLIca decision -making body NOR redew the information at the pubdc hearing to render a recommended on or a final decM on. PZ-21-11667 12/29/22 sN SEW cO�Qv Vehicle Trip Generation per 1000 Sq. Ft. GLA Average Rate Range of Rates Standard Deviation 2.36 1.60 - 3.73 0.94 Data Plot and Equation T = Trips Ends 80 60 40 20 0 0 X Study Site 10 20 X = 1000 Sq. Ft. GLA Fitted Curve Equation: Ln(T) = 0.66 Ln(X) + 1.84 Fitted Curve 30 Average Rate R'= 0.57 40 230 Trip Generation Manual 11th Edition • Volume 5 ;� PURL/ Strip Retail Plaza (<40k) (822) Vehicle Trip Ends vs: 1000 Sq. Ft. GLA On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location: General Urban/Suburban Number of Studies: 25 Avg. 1000 Sq. Ft. GLA: 21 Directional Distribution: 50% entering, 50% exiting NOTICE This submittal needs to be' scheduled fora puboc hearing In accortlancewhh timelines set forth in the City of Miami Code. The appLIca decision -making body NOR redew the information at the pubdc hearing to render a recommended on or a final decM on. PZ-21-11667 12/29/22 sN SEW cO�Qv Vehicle Trip Generation per 1000 Sq. Ft. GLA Average Rate Range of Rates Standard Deviation 6.59 2.81 - 15.20 2.94 Data Plot and Equation T = Trips Ends 300 200 100 0 0 X Study Site 10 20 X = 1000 Sq. Ft. GLA Fitted Curve Equation: Ln(T) = 0.71 Ln(X) + 2.72 Fitted Curve 30 Average Rate R'= 0.56 40 General Urban/Suburban and Rural (Land Uses 800-999) 231 PURL/ Hotel (310) Vehicle Trip Ends vs: Rooms On a: Weekday Setting/Location: General Urban/Suburban Number of Studies: 7 Avg. Num. of Rooms: 148 Directional Distribution: 50% entering, 50% exiting NOTICE This submittal needs to be' scheduled fora pubic hearing In acoordanre whh bmellnee set forth in the City of Miami Code. The appll®de decision -malting body NOR rodew the information at the pubic hearing to render a recommendation or a final decM on. PZ-21-11667 12/29/22 sN SEW cO�Qv Vehicle Trip Generation per Room Average Rate Range of Rates Standard Deviation 7.99 5.31 - 9.53 1.92 Data Plot and Equation T = Trips Ends 3000 2000 1000 0 0 X Study Site 100 X = Number of Rooms Fitted Curve Fitted Curve Equation: T = 10.84(X) - 423.51 200 Average Rate R'= 0.85 300 500 Trip Generation Manual 11th Edition • Volume 3 ;ti 4 PURL/ Hotel (310) Vehicle Trip Ends vs: Rooms On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location: General Urban/Suburban Number of Studies: 28 Avg. Num. of Rooms: 182 Directional Distribution: 56% entering, 44% exiting NOTICE This submittal needs to be' scheduled fora pubic hearing In acoordanre whh bmellnee set forth in the City of Miami Code. The appll®de decision -malting body NOR rodew the information at the pubic hearing to render a recommendation or a final decM on. PZ-21-11667 12/29/22 sN SEW cO�Qv Vehicle Trip Generation per Room Average Rate Range of Rates Standard Deviation 0.46 0.20 - 0.84 0.14 Data Plot and Equation T = Trips Ends 300 200 100 0 0 X Study Site 100 200 X = Number of Rooms Fitted Curve Equation: T = 0.50(X) - 7.45 Fitted Curve 300 400 Average Rate R'= 0.84 500 General Urban/Suburban and Rural (Land Uses 000-399) 501 4 PURL/ Hotel (310) Vehicle Trip Ends vs: Rooms On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location: General Urban/Suburban Number of Studies: 31 Avg. Num. of Rooms: 186 Directional Distribution: 51 % entering, 49% exiting NOTICE This submittal needs to be' scheduled fora pubic hearing In acoordanre whh bmellnee set forth in the City of Miami Code. The appll®de decision -malting body NOR rodew the information at the pubic hearing to render a recommendation or a final decM on. PZ-21-11667 12/29/22 sN SEW cO�Qv Vehicle Trip Generation per Room Average Rate Range of Rates Standard Deviation 0.59 0.26 - 1.06 0.22 Data Plot and Equation T = Trips Ends 400 300 200 100 0 0 X Study Site 100 200 X = Number of Rooms Fitted Curve Equation: T = 0.74(X) - 27.89 Fitted Curve 300 400 Average Rate R'= 0.78 500 502 Trip Generation Manual 11th Edition • Volume 3 ;ti 4 PURL/ Drinking Place (975) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location: General Urban/Suburban Number of Studies: 12 Avg. 1000 Sq. Ft. GFA: 4 Directional Distribution: 66% entering, 34% exiting NOTICE This submittal needs to be' scheduled fora puboc hearing In accortlance whh timelines set forth in the City of Miami Code. The appLIca decision -making body NOR redew the information at the pubdc hearing to render a recommendation or a final decM on. PZ-21-11667 iffe 12/29/22 le . /!EW C00 Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 11.36 3.74 - 30.09 7.81 Data Plot and Equation T = Trips Ends 200 100 0 X X X X ,'�, X X X X X 0 X Study Site 2 Fitted Curve Equation: Not Given 4 X = 1000 Sq. Ft. GFA 6 Average Rate R2= *** 8 972 Trip Generation Manual 11th Edition • Volume 5 ;� Analyst MP Data 1/19/2022 Exit to External 49 .411 55 Enter from External 1 Hotel ITE LU Code: 310 Size: 217 Rooms Total Internal External 56 1 Enter 55 54 5 Exit 49 Total 110 6 104 % 100% 5% 95% 0 Demand 0 Balanced 0 Demand Exit to External 0 .411 0 Enter from External 0 0 0 0 MULTI -USE DEVELOPMENT TRIP GENERATION AND INTERNAL CAPTURE SUMMARY Demand 2% 1 Balanced 1 Demand 5% 2 16% 9 0 ITE LU Code: #N/A Size: #N/A #N/A Total Internal External 0 0 Enter 0 0 0 Exit 0 Total 0 0 0 % 100% #DIVIO! #DIVIO! 0 0 Demand 0 5 0 0 0 Balanced 0 0 17% 5 0 0 0 Demand 0 Name of Dvlpt Time Period ARLO HOTEL PM Peak Hour Strip Retail Plaza <40k ITE LU Code: 822 Size: 9,387 SF Total Internal External 31 5 26 Enter 31 1 Exit 30 Total 62 6 56 % 100% 10% 90% 0 Demand 0 Balanced 0 Demand 0 0 0 0 ITE LU Code: #N/A Size: #N/A #N/A Total Internal External 0 0 0 Enter 0 0 Exit 0 Total 0 0 0 % 100% #DIV/0! #DIV/0! Net External Trips for Multi -Use Development Hotel Strip Retail Plaza <40k #NIA #N/A TOTAL Enter 55 26 0 0 81 Exit 49 30 0 0 79 Total 104 56 0 0 160 Single -Use Trip Gen.Est 110 62 0 0 172 Net Internal Trips for Multi -Use Development In Out TOTAL Hotel 1 5 6 Strip Retail Plaza <40k 5 1 6 #NIA 0 0 0 #NIA 0 0 0 Total 6 6 12 Enter from External 26 30 Exit to External 0 Demand 0 Balanced 0 Demand Enter from External 0 0 Exiting to External Source: Kaku Associates, Inc. INTERNAL CAPTURE 7% Analyst MP Data 1/19/2022 Exit to External 13 .411 15 Enter from External 1 Strip Retail Plaza <40k ITE LU Code: 822 Size: 3,185 SF Total Internal External 15 0 Enter 15 14 1 Exit 13 Total 29 1 28 % 100% 3% 97% 0 Demand 0 Balanced 0 Demand Exit to External 19 .411 37 Enter from External 0 MULTI -USE DEVELOPMENT TRIP GENERATION AND INTERNAL CAPTURE SUMMARY Demand 2% 0 Balanced 0 Demand 16% 9 5% 1 0 0 0 0 3 Drinking Place ITE LU Code: 975 Size: 6,202 SF Total Internal External 38 1 Enter 37 20 1 Exit 19 Total 58 2 56 % 100% 3% 97% 0 5% Demand 0 1 1 1 2% 17% 1 10 Balanced 1 0 16% 17% 10 9 0 0 Demand 0 Name of Dvlpt Time Period 2 Hotel ARLO HOTEL PM Peak Hour ITE LU Code: 310 Size: 217 Rooms Total Internal External 56 2 54 Enter 54 1 Exit 53 Total 110 3 107 % 100% 3% 97% 0 Demand 0 Balanced 0 Demand 0 0 0 0 ITE LU Code: #N/A Size: #N/A #N/A Total Internal External 0 0 0 Enter 0 0 Exit 0 Total 0 0 0 % 100% #DIV/0! #DIV/0! Net External Trips for Multi -Use Development Strip Retail Plaza <40k Hotel Drinking Place #NIA TOTAL Enter 15 54 37 0 106 Exit 13 53 19 0 85 Total 28 107 56 0 191 Single -Use Trip Gen.Est 29 110 58 0 197 Net Internal Trips for Multi -Use Development In Out TOTAL Strip Retail Plaza <40k 0 1 1 Hotel 2 1 3 Drinking Place 1 1 2 #N/A 0 0 0 Total 3 3 6 Enter from External 54 53 Exit to External 0 Demand 0 Balanced 0 Demand Enter from External 0 0 Exiting to External Source: Kaku Associates, Inc. INTERNAL CAPTURE 3% This su bm MaL needs to be schedu led for a publc hearing In accordance vith tl rnelines set forth in the City of Miami Code. The applicable decision -malting body will reeewthe Information at the public hearing to render recommendai on or a final deci4on. Table E.9 (Cont d) Pass -By and Non -Pass -By Trips Weekday, PM Peak Period Land Use Code 820—Shopping Center SIZE (1,000 SQ. LF7. GLA) WEEKDAY SURVEY DATE N0. OF INTERVIEWS TIME PERIOD PASS BY TRIP (a%PRIMARY NON-PASS-BYTRIP (%) ADJ. STREET PEAK HOUR VOLUME AVERAGE 24-HOUR TRAFFIC SOURCE DIVERTED TOTAL 921 Albany, NV &Aug. 1985Assoc. 196 4:00-6:00July p.m. 23 42 35 77 — 60,950 Raymond Keyes 108 Overland Park, KS July 1988 111 4:30-5:30 p.m. 26 81 13 74 — 34,000 — 118 Overland Park, KS Aug. 1988 123 4:30-5:30 p.m. 25 55 20 75 256 Greece, NV June 1988 120 4:00-6:00 p.m. 38 62 — 62 — 23,410 Sear Brown 160 Greece, NY June 1988 78 4:00-6:00 p.m. 29 71 — 71 — 57,306 Sear Brown 550 1 Greece, NY June 1988 117 4:00-6:00 p.m. 48 52 — 52 — 40,763 Sear Brown 51 Boca Raton, FL Dec. 1987 110 4:00-8:00 p.m. 33 34 33 67 — 42,225 Kimsey-Hom and Assoc. Inc. 1,090 Ross Twp, PA July 1988 411 2:00-8:00 p.m. 34 56 10 66 — 51,500 Wilbur Smith and Assoc. 97 Upper Dublin Twp, PA Winter 1988/89 — 4:00-6:00 p.m. 41 — — 59 — 34,000 McMahon Associates 118 Tredyfrin Twp, PA Winter 1988/89 — 4:00-6:00 p.m. 24 — — 76 — 10,000 Booz Allen & Hamilton 122 Lawnside, NJ Winter 1988/89 — 4:00-6:00 p.m. 37 — — 63 — 20,000 Pennoni Associates 126 Boca Raton, FL Winter 1988/89 — 4:00-8:00 p.m. 43 — — 57 — 40,000 McMahon Associates 150 Willow Grove, PA Winter 1988/89 — 4:00-8:00 p.m. 39 — — 61 — 26,000 Booz Allen & Hamilton 153 Broward Cnty., FL Winter 1988/89 — 4:00-6:00 p.m. 50 — — 50 — 85,000 McMahon Associates 153 Arden, DE Winter 1988/89 — 4:00-6:00 p.m. 30 — — 70 — 26,000 Orth-Rodgers & Assoc. Inc. 154 Doylestown, PA Winter 1988/89 — 4:00-6:00 p.m. 32 — — 68 — 29,000 odh-Rodgers a Assoc. Inc. 164 Middletown Twp, PA Winter 1988/89 — 4:00-6:00 p.m. 33 — — 67 — 25,009 Boaz Allen & Hamilton 166 Haddon Twp, NJ Winter 1988/89 — 4:00-8:00 p.m. 20 — — 80 — 6,000 Pennoni Associates 205 Broward Cnty., FL Winter 1988/89 — 4:00-6:00 p.m. 55 — — 45 — 62,000 McMahan Associates Table E.9 (Cont'd) Pass -By and Non -Pass -By Trips Weekday, PM Peak Period Land Use Code 820—Shopping Center SIZE(1,000 SQ. FT. GLA) LOCATION WEEKDAY SURVEY DATE NO. OF INTERVIEWS TIME PERIOD PASS -BY TRIP (%) NON -PASS -BY TRIP (86) ADJ STREET PEAK HOUR VOLUME AVERAGE 24-HOUR TRAFFIC SOURCE PRIMARY DIVERTED TOTAL 237 W.Windsor Twp, NJ Writer 1988/89 — 4:00-6:00 p.m. 48 — — 52 — 46,000 Boaz Allen & Hamilton 242 Willow Grove, PA Winter 1988/89 — 4:00�90 p.m. 37 — — 63 — 2g 00p McMahon Associates 297 Whitehall, PA Wnter 1988/89 — 400-6:00 p.m. 33 — — 67 — 26,000 Orth-Rodgers &Assoc. Inc. 360 Broward Cnty., FL Winter 1988/89 — 4:00-6:00 p.m. 44 — — 56 — 73 000 McMahon Associates 370 Pittsburgh, PA Winter 1988/69 — 4:00-6:00 p.m. 19 — — el — 33,000 Wilbur Smith 150 Portland, OR — 519 4:00-6:00 p.m. 68 6 26 32 — 25000 Kittelson and Associates 150 Portland, OR — 655 4:00-6:00 p.m. 65 7 28 35 — 3P 000 • Ki and Associates 760 Calgary, Alberta Oct. -Dec. 1987 15,436 4:00-6:00 p.m. 20 39 41 80 City of Calgary DOT 178 Bordentown, NJ Apr. 1989 154 2:00-6:00 p.m. 35 — — 65 — 37,980 Raymond Keyes Assoc. 144 Manalapan, NJ July 1990 176 3:30-6:15 p.m. 32 44 24 68 — 69,347 Raymond Keyes Assoc. 549 Natick, MA Feb. 1989 — 4:45-5:45 p.m. 33 26 41 67 — 48,782 Raymond Keyes Assoc. Average Pass -By Trip Percentage: 34 means no data were provided 190 Trip Generation Handbook, 3rd Edition PZ-21-11667 12/29/22 This submrtal needs to be scheduled for a public hearing accordance wish If mines nes set forth in the City & Mon Code The applica tle. decision-making body will reneww Ne Norma. at the pu bec hearing to render recommendation or a final dada on. PZ-21-11667 12/29/22 Table 6.1 Unconstrained Internal Person Trip Capture Rates for Trip Origins within a Mixed -Use Development WEEKDAY AM Peak Hour PM Peak Hour From OFFICE To Retail To Restaurant 28% 63% 20% 4% To Cinema/Entertainment 0% 0% To Residential 1% 2% To Hotel 0% 0% From RETAIL To Office 29% 2% To Restaurant 13% 29% To Cinema/Entertainment 0% 4% To Residential 14% 26% To Hotel 0% 5% From RESTAURANT To Office 31% 3% To Retail 14% 41% To Cinema/Entertainment 0% 8% To Residential 4% 18% To Hotel 3% 7% From To Office 0% 2% CINEMA/ENTERTAINMENT To Retail 0% 21% To Restaurant 0% 31% To Residential 0% 8% To Hotel O% 2% From RESIDENTIAL To Office 2% 4% To Retail 1% 42% To Restaurant 20% 21% To Cinema/Entertainment 0% 0% To Hotel 0% 3% From HOTEL To Office 75% 0% To Retail 14% 16% To Restaurant 9% 68% To Cinema/Entertainment 0% 0% To Residential 0% 2% Source: Bochner, B., K. Hooper, B. Sperry, and R. Dunphy. NCHRP Report 684: Enhancing Internal Trip Capture Estimation for Mixed -Use Developments. Washington, DC: Transportation Research Board, Tables 99 and 100, 2011. Chapter 6: Trip Generation for Mixed -Use Development 57 This submrtal needs to be scheduled for a public hearing accordance wish If mines nes set forth in the City & Mon Code The applica tle. decision-making body will reneww Ne Norma. at the pu bec hearing to render recommendation or a final dada on. PZ-21-11667 Table 6.2 Unconstrained Internal Person Trip Capture Rates for Trip Destinations within a Mixed -Use Development Weekday AM Peak Hour PM Peak Hour To OFFICE From Retail 4% 31% From Restaurant 14% 30% From Cinema/Entertainment 0% 6% From Residential 3% 57% From Hotel 3% 0% To RETAIL From Office 32% 8% From Restaurant 8% 50% From Cinema/Entertainment 0% 4% From Residential 17% 10% From Hotel 4% 2% To RESTAURANT From Office 23% 2% From Retail 50% 29% From Cinema/Entertainment 0% 3% From Residential 20% 14% From Hotel 6% 5% To From Office 0% 1% CINEMA/ENTERTAINMENT From Retail 0% 26% From Restaurant 0% 32% From Residential 0% 0% From Hotel 0% 0% To RESIDENTIAL From Office 0% 4% From Retail 2% 46% From Restaurant 5% 16% From Cinema/Entertainment 0% 4% From Hotel 0% 0% To HOTEL From Office 0% 0% From Retail 0% 17% From Restaurant 4% 71% From Cinema/Entertainment 0% 1% From Residential 0% 12% Source: Bochner, B., K. Hooper, B. Sperry, and R. Dunphy. NCHRP Report 684: Enhancing Internal Trip Capture Estimation for Mixed -Use Developments. Washington, DC: Transportation Research Board, Tables 101 and 102, 2011. 58 Trip Generation Handbook, 3rd Edition 12/29/22 4 PURL/ G 0 4- Q APPENDIX VALET OPERATION QUEUING ANALYSIS NOTICE This submittal needs to be scheduled fora puboc hearing In accortlance whh timelines set forth in the City of Miami Code. The appLIca decision -making body NOR redew the information at the pubdc hearing to render a recommended on or a final decla on. PZ-21-11667 SEW 12/29/22 sN cO�Qv Valet Service Time Drop-off Activity Service Time (min) Vehicle Pick -Up 0.40 Vehicle Travel Time (Weighted Avg.) 0.59 Return to Valet booth (Weighted Avg.) 0.25 Total Service Time 1.24 Valet Service Time Pick-up Activity Service Time (min) Get Ticket/Keys 0.15 Pickup Car Time (Weighted Avg.) 0.25 Vehicle Travel Time (Weighted Avg.) 1.13 Return car 0.20 Total Service Time 1.73 Valet Service Time Calculations ARLO HOTEL VALET OPERATIONS Travel Time from Valet Booth to Valet Parking Spaces Speed (mph) Speed (mps) Furthest Distance to Car (m) Travel Time (sec) From Valet 10 4.44 165.00 37.13 Travel Time from Parking Garage to Valet Drop -Off Speed (mph) Speed (mps) Travel Distance (m) Travel Time (sec) From Valet 15 6.67 450.00 67.50 *Assumes Valet operator will need to travel to NW 1st Ave to go to the valet stand. Valet Parking Spaces Single Parking Spaces 4 spaces Lift Spaces in the Parking Garage 68 spaces Valet Operator time to return to Valet Booth Return to Valet booth from Parking Garage I 0.25Imin *A valet operator will be located at the parking garage level controlling the lifts. LANGAN f4�INMC�I�Nf;S W1v'i,,i1NMll.".1 St'I JLS VALET QUEUING ANALYSIS AT THE ARLO HOTEL Estimated Service Time Entrance Type Time (min) Drop-off Valet Operation 1.24 Pick-up Valet Operation 1.73 Afternoon Ingress Peak Hour Valet Parking Queuing Analysis Peak Hour Arrival Rate (veh/hr): 106 Probablity of Back-up on Adjacent Street: 5% Service Time (min): 1.24 Number of Operators: 4 N I T Q I q 1 1 195.D0 I Q. I M 106 ( 0.5436 I 0.5436 I 2.9 Afternoon Egress Peak Hour Valet Parking Queuing Analysis Peak Hour Arrival Rate (veh/hr): 85 Probablity of Back-up on Adjacent Street: Service Time (min): Number of Operators: 4 5% N I Q I q 1 I Qm I 1 140.00 M 85 ( 0.6071 I 0.6071 I 4.0 Table of Q. Values Afternoon Peak Hour Trip Generation Summar Land Use ITE Code In Out Total Trips Strip Retail Plaza <40k 822 15 13 28 Hotel 310 54 53 107 Drinking Place 975 37 19 56 Total 106 85 191 r N=1 2 3 4 6 8 10 D.1 0.1000 0.0182 0.0037 0.0008 0.0000 0.0000 D.0000 D.2 0.2000 0.0666 0.0247 0.0093 0.0015 0.0002 D.0000 D.3 0.3000 0.1385 0.0700 0.0370 0.0111 0.0036 D.0011 D.4 0.4DDO 0.2286 0.1411 0.0907 0.0400 0.0185 0.0088 D.5 0.5000 0.3333 0.2368 0.1739 0.0991 0.0591 0.0360 D.6 0.6000 0.4501 0.3548 0.2870 0.1965 0.1395 D.1013 D.7 0.7000 0.5766 0.4923 0.4286 0.3359 0.2706 D.2218 D.8 0.8000 0.7111 0.6472 0.5964 0.5178 0.4576 D.4093 D.9 0.9000 0.8526 0.8172 0.7878 0.7401 0.7014 0.6687 1.0 1. DDDO 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 ITE Transportation and Development Table 8.11 Required queuing storage equation: M= where: N= Q= q= r= Qm = M= In(0.05) - Ln(Q,,,1 Number of bares Average Service Hate lveh/hr ) Peak Hour Arrival Rate (veh/hr) Coefticiert et Utiliaticn. (q/NQ) I L0Ule Vdllle m IeIauursrip uelvveen queue lannth nilrrhor of attandantc and I rt'ili7at'inn Queue length which is exceeded 5°rn of the time Ivehl PUat,C INSTITUTE OF TRANSPORTATION ENGINEERS n Vergil G. Stover Texas A & M University tILtlO 1 Frank J. Koepke The Traffic Institute, Northwestern University Prentice Hall, Englewood Cliffs, New Jersey 07632 NOTICE This submtlel needs to be scheduled fora public hearing in accordance wth timelines set forth in the City or Miami Coble. The applicable decision -making body will rerlewthe Information at the public hearing to render a recommenbat on or a final decision. PZ-21-11667 12/29/22 \r4 am !EW CO� 226 Chap. APPLICATIONS OF QUEUEING ANALYSIS Providing an adequate and well-defined storage area for drive-thru tra critical, especially at fast-food restaurants and drive-thru bank facilities w and do, become quite long. Waiting vehicles should be stored on private pro driveways so that traffic back-up does not interfere with movement on the arteri At fast-food restaurants, the menu board should be installed upstream of the service window to permit drive-thru customers to place their orders prior to their arrival at the service window. Preparation of their order can then begin before they reach the service Window, thus minimizing their time at the service window. A well-defined storage area for the waiting traffic should be Iocated so that the waiting vehicles do not block or impede the movement of driveway traffic. Where a single service position is involved, the situation is referred to as a single - channel problem. Multiple -channel problems arise when two or more service positions are available. Such problems commonly arise with bank tellers (indoor as well as drive-in windows), entrances and exits at large parking lots and garages, at passenger pick-up areas at transit stations and taxi stands, truck terminals or loading/unloading areas, supermarket checkout counters, telephone calls, building entrances, and transit -station turnstiles. The assumptions of Poisson arrivals and negative exponential service time are commonly acceptable and used for both single- and multiple-clrannel problems. Thurgood ill] found these assumptions to be representative of drive-in facilities. Customers arriving randomly at a drive-in facility may enter into service immedi- ately or may have to enter the queue until they can be served. Waiting lines occur whenever the immediate demand for service exceeds the current capacity of the facility providing that service. This submtlel needs to be scheduled fora public hearing in accordance wth timelines set forth in the City or Miami Coble. The applicable decision -making body will rerlewthe informaffin at the public hearing to render a recommenbaton or a nnat deciaon. PZ-21-11667 12/29/22 Basic Notation and Terminology The following notation is employed throughout this section: n = number of customers in the drive-in system M = number of customers in the queue waiting to be served (number of customers in the system minus the number being served) P(n) = steady-state probability that exactly n customers are in the queueing system P(0) = probability that zero vehicles are in the queueing system N = number of parallel service positions q = mean average arrival rate of vehicles into the system (vehicles/hour) Q = mean average service rate per service position (vehicles/hour/position) Avg (t) = 03/12 = mean service time expressed in minutes per vehicle p = Q/nrQ = coefficient of utilization E(m) expected (average) number of customers in the system E(n) = expected (average) number of customers waiting in the queue E(t) = expected (average) waiting time in system (includes service time) E(w) = expected (average) waiting time in queue (excludes service time) The equations employed in the analysis of queueing problems are given in Table 8-10. Jones, Woods, and Thurgood [4] have developed a graph (Figure 8-6) for deter- mining the probability that there will be no customers in the system —values for P(0), They also developed graphs for determining the average number of waiting customers (Figure 8-7), the average waiting time (Figure 8-8), and average queue length (Figure 8-9). These figures avoid the necessity to perform the time-consuming, although simple, queueing -analysis calculations. See pp. 228-30. Applications of Queueing Analysis TABLE 8-10 Queueing System Equations ThIs submtfal needs to be scheduled fora public hearing in accordance wth timelines set forth in the City or Miami Cbtle. The applicable decision -making body will rerlewthe Information at the public hearing to render a recommenbat on or a final decision. Equation Number Variable Equation (8-1) Coefficient of utilization (8-2) Probability of no customers in the system (8-3) Mean number in the queue (8-4) Mean number in the system (8-5) Mean wait time in queue (hours) (8-6) Mean time in the system (hours) (8-7) Proportion of customers who wait (8-8) Probability of a queue exceeding a length M __ P NQ P(0) _ _1 \Q/ n + \Q�N ' ,o n! NI(1 — p) ((q\lN E(m) N!(1 A1Q1 p) 2 P(0) — E(n) E(m) + E(w) = E(m) E(t) = E(w) + Q = E(w) + Avg (t) q N P [E(w) > 0] = l( Q P(0) N!(1 — p) P(x > M) = (pN{')P{E(w) > 0] (8-9a) Queue storage required M — [in P(x > M In In E(w) > 0] 1 p (8-9b)* Queue storage required M = [In P(x >M)--InQM] In p 1 PZ-21-11667 12/29/22 *Om is a statistic which is a function of the utilization rate and the number of service channels (service positions); see Table 8-11.. The table of Qr,, values and use of Equation (8.9b) greatly simplifies the calculations compared to those using Equations (8-9a). Use of the equations and the graphs may be illustrated by the following example of a drive-in bank. Conditions: Number of drive-in windows, N = 3 Demand on the system, q = 70 Service capacity per channel, Q = 28.6 for an average service time, Avg (t) = 2.1 minutes Solution Using Graphs: • Coefficient of utilization = 70/(3) (28.6) = 0.816 o Probability that there are customers waiting in the system, Figure 8-6: P(0) = 0.05 e Expected average number of customers waiting in the queue, Figure 8-7: E(nr)/N = 1.0; and the average number E(m) = (3) (1.0) = 3 Applications of Queueing Analysis location, a 5% probability of back-up onto the adjacent street is judged t Demand on the system for design is expected to be 110 vehicles in a 45- Average service time was expected to be 2.2 minutes. Is the queue stora Such problems can be quickly solved using Equation (8-9b) given in Table repeated below for convenience. M = [in P(.. > M) - In In p This submtfal needs to be scheduled fora public hearing in accordance wth timelines set forth in the City or Miami Coble. The applicable decision -making body will rerlewthe Information at the public hearing to render a recommenbat on or a final decision. where: PZ-21-11667 12/29/22 M = queue length which is exceeded p percent of the time N = number of service channels (drive-in positions) Q = service rate per channel (vehicles per hour) demand rate' q = p utilization factor - - service rate NQ q = demand rate on the system (vehicles per hour) Qm = tabled values of the relationship between queue length, number of channels, and utilization factor (see. Table 8.11) TABLE 8-11 Table of Qm Values Ni=2 .3 4 6 8 10 o.o o.0000 o.0000 o.0000 0.0000 0.1 .1000 - .0182 .0037 .0008 .0000 0.0000 0.0000 .2 .2000 .0666 .0247 .0096 .0015 .0002 .0000 .3 .3000 .1385 .0700 .0370 .0111 .0036 .0011 .4 .4000 .2286 .1411 .0907 .0400 .0185 .0088 .5 .5000 .3333 .2368 .1739 .0991 .0591 .0360 .6 .6000 .4501 .3548 .2870 .1965 .1395 .1013 .7 .7000 .5766 .4923 .4286 .3359 .2706 .2218 .8 .8000 .7111 .6472 .5964 .5178 .4576 .4093 .9 .9000 .8526 .8172 .7878 .7401 .7014 .6687 1.0 1.d000 1.odoo 1.0000 1.0000 1.0000 1.0000 1.0000 q - arrival rate, total P - NQ (number of channels) (service rate per channel) N = number of channels (service positions) Solution Step 1: Q = 60 min/hr 27.3 services per hour 2.2 min/service Step 2: q = (110 veh/45 min) X (60 min/hr) = 146.7 vehicles per hour q 146.7 Step 3: p W NQ = = 0.8956 (6) (27.3) Step 4: QM = 0.7303 by interpolation between 0.8 and 0.9 for N = 6 from the table of QM values (see Table 8-11). Step 5: The acceptable probability of the queue, M, being longer than the storage, 18 spaces in this example, was stated to be 5%. P(x > M) 0.05, and: M_ [In O.On 0.895673031 1 j -2996 0 1100.314} 1 I= 24.38 - 1 = 23.38, sllay 23 vehicles. 232 Chap. 8 The number of vehicles in the queue would be expected to exce of the time. Since the site plan will accommodate a queue of 18 vehi not sufficient for the conditions stated. It is important to realize that, for any P (x > M) value, the queue le increases very rapidly for values of p > 0.85 (see Figure 8-9). When p .> solution is indeterminate and the queue length theoretically becomes infinite. Analysis of Service Times. In many instances it is effective to demonstrate that a proposed design not only is inadequate to store vehicles waiting for service but will result in unacceptable wait times as well. The necessary equations are given in Table 8-10. For purposes of checking computations it is convenient to know that the limit of P(0), as the number of channels approaches infinity (in practical terms when N > 10), is: limit P(0) = e' where A = q/Q N-� Drive -In Bank Example: Under the site -development approval requirements, representa- tives of a bank presented a site plan for the construction of a new bank having three service positions. Information provided by bank officials and observations at other local banks provided the following data: o Expected average arrival rate during the design hour (4:30-5:30 p.m. on Fri- days) = 70 vehicles per hour (vph) • Average service time per customer = 2.1 minutes Does the site plan provide for sufficient storage to accommodate all vehicles arriving 95% of the time? q = 70 vph arrival rate 60 minutes per hour = 28 6 vph service rate Q = 2.1 minutes per service _ 70 = 0.816 p (3)(28.6) . q 70 2.45 Q 28.6 QM = 0.674 by interpolation from Table 8-11 P(x > M) = 1.00 — 0.95 = 0.05 This submttal needs to be scheduled fora public hearing in accordance wth timelines set forth in the City or Miami Cbtle. The applicable decision -making body will rerlewthe Information at the public hearing to render a recommendaton or a final decision PZ-21-11667 12/29/22 By Equat on (8-9b) [In 0.05 — In 0.674 2.996 — (-0.396)1 "M = 1 = 1 = 11.8, say 12 In 0.816 —0.203 Thus, it would be necessary to store 12 vehicles, exclusive of the three service positions, in order to accommodate the arriving vehicles 95% of the time; or alternatively, to have waiting vehicles extending back into the adjacent street no more than 5% of the time between 4:30 and 5:30 p.m. on Fridays. Since the site plan provides for six spaces, the site plan as submitted is inadequate and should be disapproved. A solution to the problem would be to increase the storage, or if this is not possible add a service position in order to reduce the average service time. Addition of a service position would reduce the number of storage spaces needed to three (three storage plus four service positions) —assuming the same arrival rate and service time: 0.05 — In 0.3011 [in In 0.612 1 =- 2.7, say 3 Applications of Queueing Analysis A redesign to provide four service positions would have the a of substantially reducing the expected waiting time (from over 4 min minute) for the bank customers using the drive-in windows: With Three Service Positions: q Q q Q P = 70 vph = 28.6 vph 2.45 70 = 0.816 (3) (28.6) P(0) - [(2.45)G + (2.45)' + (2.45)2 + (2.45)3 -I 0! 1! 2! 31[1 - (23J45)1 = [1 + 2.45(_73..)31 + 3.00 + 13.37]-' = 0.0505 (0.816) E(m)8'0.0505 = 2.97 3!(1 - 0.816)2 E(n) = 2.97 + 7 28 6_= 5.42 2.97 2.r`� E(t) = 70 = 0.0424 hours or 2.55 minutes E(w) = 0.0424 + 28 6 = 0.0774 hours or 4.64 minutes With Four Service Positions: q = 70 vph Q = 28.6 vph = 2.45 = 70 = 0.612 (4) (28.6) P(0) = (2.45)° + (2.45)' + (2.45)2 + (2.45)3 + (2.45)4 0! 1! 2! 3! 4![1 - (.)] 4 = 0.0783 E(m} = [(0.612)(2.45)4� 0.0783 = 0.48 4!(1 - 0.612)2 E(n) = 0.48 + 2.45 = 2.93 E(t) = 0.007 + 2$ 6 = 0.042 hours or 2.51 minutes This submttal needs to be scheduled fora public hearing in accordance wth timelines set forth in the City or Miami Cbtle. The applicable decision -making body will rerlewthe Information at the public hearing to render a recommendaton or a tineI debiton PZ-21-11667 12/29/22 0.48 = 0.007 hours or 0.41 minutes E(w) = 70 .. However, the service time would increase somewhat unless an additional teller were also added. Nevertheless, an increase to 2.5 minutes, or more, would still reduce the storage space required and result in better service (less time in the system). Besides, time spent being served is less irritating to the customer than an equal time spent waiting. 234 Chap. 8 Conversion of a Residence. An existing single-family res on a 2.5-acre tract fronting on the major north —south arterial in the u a metropolitan area of 100,000 population. The 85th percentile speed however, it was anticipated that the speed limit would be reduced to 4 urbanization occurred. Requests for rezoning from single-family residential to general commerc received negative recommendations from the PIanning and Zoning' Commission and denied by the City Council. Nevertheless, -the fact that changing conditions in the vicinity of the site were making the property Iess desirable as a single-family residence was generally recognized. Therefore, when an application was submitted for a Conditional Use Permit to establish a private school using the existing residence for classrooms, the Planning and Zoning Commission was very favorably disposed to the request. The applicant provided the following information prior to the public hearing. 1. The completed application for a conditional use 2. A statement that the intended use was for a Montessori school using the existing structure • 3. A'site plan as required for all proposed development, other than single-family and duplex residential development, before a building permit will be issued for a new structure and for remodeling of an existing one The following information was presented at' the public hearing by the applicant: 1. At least 40 students would be enrolled before any change would be made in the site circulation. 2. Eighty percent of the students were expected to be picked up within a 20-minute period --a substantial additional fee was to be charged for children picked up more than 30 minutes after school. • 3. A strong parent —school relationship was intended, so that average pick-up time of at least 2 minutes and visits of 5 minutes or longer would not be unusual. The following were agreed upon at the public hearing: 1. The probability of vehicles backing up onto the main lane of the major arterial should be negligible, less than 1%. 1 The site plan, with no change in the circulation pattern, would provide for four service positions and three storage positions. Based upon these conditions, the following analysis was performed using Equa- tion (8-9b): This submtlel needs to be scheduled fora public hearing In accordance wth timelines eel forth in the City or Miami Cbtle. The applicable decision -making body will rerlewthe Information at the public hearing to render a recommendation or a final decib on. M 3 N=4 Q = 60 minutes per hour - 2 minutes per service = 30 vph q = (40 students) (80% in 20 minutes) (9) = 96 vph 20 96= 0.8000 P (4) (30) P(x > 3) = 0.01 (a 1% chance of vehicles backing up onto the arterial) Qm = 0.8585, from Table 8-11 3 = [In P(.x > 3) —. In 0.59641 1 In 0.8000 3 — [In P(x > 3) — (--0.5168)1 —0.2231 PZ-21-11667 12/29/22 Applications of Queueing Analysis Then, and In P(x > 3) — (4) (---0.2231) — 0.5168 =—1.4092 P(x > 3) = e-`.4092 = 0.244 or 24% Thus, the calculated probability that the queue could back up onto the arterial is 24% (given the stated conditions), which is considerably greater than the acceptable probability of less than 1%, and the application was denied. The Planning and Zoning Commission suggested various compromises of redesign of the site and issuance of a conditional use permit for a school (under the ordinance, a school can be located in any zoning district by condition) with the condition that the maximum enrollment would not exceed 24 students, which is the number necessary to achieve a value of P(x > 3) < 0.01. All such proposals were rejected by the applicant. The site was subsequently rezoned to the Administra- tive and Professional District (a restricted office district) and is now being used as a dentist's office, This submtlel needs to be scheduled fora public hearing in accordance wth timelines set forth in the City or Miami Cbtle. The applicable decision -making body will rerlewthe Information at the public hearing to render a recommendat on or a final decib on. PZ-21-11667 12/29/22 REFERENCES I. Barton-Aschman Associates, Inc., McDonald's Site Traffic Analysis Manual, 1980. 2. Fairfax County, Virginia, Stacking Space Standards for Drive -In Windows At Fast Food Restaurants, 1980. 3. Institute of Transportation Engineers, Trip Generation Rates, 1976. 4. Jones, Robert L., Woods, Donald, L., and Thurgood, Glen S., "Drive -In Banking: Managing for Maximum Service," ITE Journal, publication pending. 5. Lalani, Nazir, "Factoring `Passer -By' Trips Into Traffic Impact Analyses," Public Works, May 1984. 6. Lopata, Roy H. and Jaffe, Stuart J., "Fast Food Restaurant Trip Generation: Another Look," ITE Journal, 1980. 7. Petersen, David O., `Bank -Savings and Loan Traffic and Parking Analysis," unpub- lished internal memorandum, Barton-Aschman Associates Inc., February 1974. 8. Scifres, Peter N., "Traffic PIanning for Drive -In Financial Institutions," Traffic Engineering, September 1975. 9. The Traffic Institute, Northwestern University, Selected Studies of Burger King Restaurants. 10. The Traffic Institute, Northwestern University, short course notes. 11. Thurgood, Glen S., "The Application of Stochastic Queueing Theory in the Devel- opment of Suggested Traffic Design Guidelines for Drive -In Service Facilities," doctoral dissertation, Texas A&M University, December 1975. PURL/ 4 0 4- Q APPENDIX J GATE QUEUING ANALYSIS NOTICE This submittal needs to be'scheduled fora pubic hearing In acoorrlanre whh bmellnee set forth in the City of Miami Code. The appLI®Lie decision -malting body NOR redew the intonation at the pubdc hearing to render recommended on or a final decM on. PZ-21-11667 SEW 12/29/22 sN cO�Qv GATE QUEUING ANALYSIS ARLO HOTEL Afternoon Peak Hour Visitor Lane (NW 97 Ave.) Queuing Analysis Peak Hour Arrival Rate (veh/hr): 106 Probablity of Back-up on Adjacent Street: 5% *Service Time (min): 0.10 q I r I . Qm I M 1 600 106 I 0.1767 I 0.1767 I 0.0 * Service Time based on Table 14-17 Service Rates from ITE Parking Manual Table of Qr., Values r N=1 2 3 4 6 8 10 0.1 0.1000 0.0182 0.0037 0.0008 0.0000 0.0000 0.0000 0.2 0.2000 0.0666 0.0247 0.0093 0.0015 0.0002 0.0000 0.3 0.3000 0.1385 0.0700 0.0370 0.0111 0.0036 0.0011 0.4 0.4000 0.2286 0.1411 0.0907 0.0400 0.0185 0.0088 0.5 0.5000 0.3333 0.2368 0.1739 0.0991 0.0591 0.0360 0.6 0.6000 0.4501 0.3548 0.2870 0.1965 0.1395 0.1013 0.7 0.7000 0.5766 0.4923 0.4286 0.3359 0.2706 0.2218 0.8 0.8000 0.7111 0.6472 0.5964 0.5178 0.4576 0.4093 0.9 0.9000 0.8526 0.8172 0.7878 0.7401 0.7014 0.6687 1.0 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 * ITE Transportation and Development Table 8.11 _ Trip Generation* Ingress 106 *Based on anticipated ingress volumes from Trip Generation Estimates Required queuing storage equation: M= where: In(0.05) - Ln(Qm Lnp N = Number of Lanes Q = Average Service Rate (veh/hr ) q = Peak Hour Arrival Rate (veh/hr) r = Coefficient of Utiliation (e/NQ) Qm = ITE table value of relationship between queue length, number of attendants and utilization factor IITE Transportation and Land Development Table 8.11 M = Queue length which is exceeded 5°/ of the time (veh) LANIGAN L & ENVIRONMENTAL SERVICES The impact of PARC systems on vehicle capacity is significant. Table 14-17 highlights the se PARC systems. The service rates are affected by the approach to the access point. Sharp turns r Figure 14-21 highlights the relationship between the turn radius approach to the access point vice rate. As the radius decreases, turning speed also decreases, which lowers capacity. For examp inside radius may reduce service rates by 7 sec. per vehicle. The increase in time per vehicle noted be added to the PARC service rates (shown as sec. per vehicle) in Table 14-17. This submMal needs to be scheduled fora public hearing in accordance whh timelines set forth in the City of Miami Code. The applicable decision -ma Xing body xWLI review the Information at the pubbc hearing to render a recommendation or a fine l deciu on. PZ-21-11667 12/29/22 Table 14-17. PARC Service Rates. ;r�� Vehicle/Hour Seconds/Vehicic No Pay, No Gate Entry 800 4.5 —clear access, no controls Exit —little street traffic, no controls (sensitive to street traffic flow) 400 9 Prepaid Systems —Entry or Exit System Card insertion 435 R.3 Proximity card 600 6 AutuuLauc. vehicle ID tip0 4.5 Pay Per Use —Entry Systems Pushbutton ticket spitter 400 9 Auto -spit ticket 450 8 Pay fee, 200 18 on entry —flat gated, ticketed Pay on entry --fiat fee, non -gated, ticketed 300 12 Pay Per Use —Exit Systems Cashier —cash only, variable rate 135 27 Cashier —flat rate 180 20 Cashier —credit card, online check (telephone), sign 95 38 Cashier —credit card, online check, no sign 110 33 Cashier -credit card, batch check, high speed, no sign 175 21 Validated for free parking 300 12 Pay -on -foot ticket insertion 360 10 License plate recognition 120 30 Note: These service rates can be affected by the curvature of the approach to the parking entrance or exit, the volume of traffic on the street adjacent to the parking facility and the frequency of pedestrian conflicts. Source: Chrest, Smith, Bhuyan, Monahan and lgbal. Parking Structures: Planning, Design, Construction, Maintenance and Repair, 3rd Edition. New York, NY, USA: Kluwer Academic Publishers, 2001. 2. Arrival and Departure Rates The vehicle trip generation rate of a parking facility can be linked to its associated land use in most suburban cases. In situations where there is a single land use or a mixed -use site, Trip Generation: An ITElnformational Report provides a tool for estimating vehicle trip flow at peak hours in the morning or afternoon.27 Many parking situations do not involve a single land use. Table 14-18 provides a comparison of the peak -hour vehicle trip rates (peak a.m. and p.m. average vehicle trip rates from Trip Generation) for various land uses to the 85th-per- centile peak parking demand (from Parking Generation). These ratios represent the number of vehicle trips per parked vehicle —a tool that can be used to estimate arrival and departure rates from a parking facility by multiplying the ratio times the number of spaces. In central cities, parking lots or structures serve many land uses and commonly fall into short-term parking and long- term parking. Counts of short-term parking facilities provide trip rates per space in the peak hours. Parking • 497 Lii of 4f11iami in This submtal needs to be scheduled fora public hearing accordance whh timelines set forth in the City of Mlami Code. The applicable decision -making body sill review the Information at the pubbc hearing to render a recommendation or a final decisl on. PZ-21-11667 12/29/22 January 26, 2022 Ian Bacheikov Three Brickell City Centre Miami, FL 33131 Re: Alcohol Reservation Letter for a 4COP-S or 4COP Quota located at 2217, 2233 & 2235 NW Miami Court within the Wynwood Specialty District Dear Mr. Bacheikov: The Office of Zoning has received your request for an Alcohol Reservation Letter ("Reservation") dated October 11, 2021 for the property located at 2217, 2233 & 2235 NW Miami Court, Miami Florida 33127 for a 4COP-S or 4COP Quota Alcoholic Beverage License. The subject property is located within the Wynwood Specialty District. A Liquor Survey dated October 8, 2021 signed, sealed and certified by Francisco L. Nunez Jr., Professional Surveyor & Mapper No. 6382 indicates the subject property meets the distance separation requirements for the District, as outlined in Chapter 4, Section 4-4 of the City Code. By way of this letter, the reservation for the above referenced location is now being held for you for a period of three (3) months. We will extend this reservation upon your submittal of reasonable progress in acquiring a certificate of use for an alcohol service establishment pursuant to Chapter 4, Section 4-7 of the Code of the City of Miami, Florida, as amended ("Code"). Please note, you must obtain a Warrant to allow the Use of an Alcohol Service Establishment within a Specialty District. Additionally, please note that establishments occupying more than 5,000 square feet of Floor Area shall require an Exception with approval by the City Commission, pursuant to Article 6, Table 13 of the Miami 21 Code. You may also have to comply with any other requirements found in the Zoning Ordinance and/or Chapter four of the City of Miami Code of Ordinances. OFFICE OF ZONING 444 S.W. 2nd Avenue, 2nd Floor / Miami, Florida 33130 / Phone: (305) 416-1499 Fax (305) 416-2156 Mailing Address: P.O. Box 330708 Miami, Florida 33233-0708 If you have any questions, please email Mr. Rafael Rodriguez, Jr. at rafaelrodriguez@miamigov.com. Sincerely G o Id be r Digitally signed by g Goldberg, Daniel DanCpt�� Date:2022.01.26 DEre t rv,inistfjal 1:26-05'00' Cc: Zoning Pending Applications File PZ-21-11442 OFFICE OF ZONING 444 S.W. 2nd Avenue, 2nd Floor / Miami, Florida 33130 / Phone: (305) 416-1499 Fax (305) 41 6-2156 Mailing Address: P.O. Box 330708 Miami, Florida 33233-0708 This submittal needs to be schebu led bra public hearing In accordance wilt timelines set forth in the City of Miami Code. The appllcade deoIdon-making body mil review the Information at the public hearing to render a recommendation or a final decision. 1 I I I L�LJ J I- I- —I �� _iL�LT�_-4— II TI'- -1 Ey-1 fil -12 1 ' NNE77TH 4 r T 11 � T nni I I I r nnI nnn � �n �� NE 25I E_ i= "---Jr. e I n --IVJE HST � E���� I I I LI - - IE 1 1 - 26T cT n n n Ery 1 L �L I UC/�� BEY 1 nT r { — IE.� = _- I NE 2541!ST� I P!�5TH/ST � NVJ 251'H �l � t �Y ST �� n� I / `'�-�-� I I I I 1 J 1 1 I Y m E T11 1 / 1 1 I I ( 1 y 1 1 �1JL—1 1 Ld-1_ -E� I' --r-T-� --r-/n- C inl—' -�I sTI n—! IS j / T N RE ST � 1 1 I/4 6 A� 176_' 1 2 i �� ; ) L 1 E�- L . —- L�_I —. -� T �" -�r - / " 2(3 U ST-Pe\est nl 1** -E \� / 1 I I I I LIILllY_, �(_J�11 fee i 'IrY"ENTR9SEE4 _ 1I 9>IirX.721I.� III 2ND II 2 II 11 N) I I I E -- T —T -' �_- _� L-- - --4 1 1 F I� I 1 1 n �NW ��� V �I 1 1 I IIIII I -- 2ND ST�—L, ,L7, _ u I I T I [ \ .- -1 � � � J 1 1�i1� L�LL�I T1-n -7,--� I 1 1 I/I 1 �s _ _- z / I/I NE 215TIST I \—L� T]_ Jz LJ - - I 1 21 NT 51' _ _.I -- I I� I� t� / l l l 1Il va _ 11 I1_� I- _I,— J r - I— �h_ -- _ 1 I 1i NE 20T TERR r��-� LysWI N JL `-- 1 /I —, NE 20TH ST NW 20TF1 ST _ T T`fi Ia-i- - z Iz- NE24TH ST IIIII I I I I I I ITEM No. ADDRESS (-1 NAME )_JE-19 _ST LICENSE STATUS DISTANCE TYPE (Alongg the Route of Ordinary Pedestrian Traffic) 1 2315 NORTH MIAMI AVENUE, MIAMI, FL 33127 MISTER 01 EXTRAORDINARY PIZZA 2COP 585 FEET 2 95 NW 23rd STREET, MIAMI, FL 33127 MIAMIARTS CHARTER SCHOOL ACTIVE 611 FEET 3 3 137-143 NW 23rd STREET, MIAMI, FL 33127 I-800-LUCKY 4COP 1,004 FEET 4 165 NW 23rd STREET, MIAMI. FL 33127 THE BUTCHER SHOP BEER GARDEN & GRILL 4COP 1,053 FEET m 5 2328 NORTH MIAMI AVENUE, MIAMI, FL 33127 BACK DOOR MONKEY 4COP 855 FEET ` 6 120 NW 241h STREET, MIAMI, FL 33127 J WAKEFIELD BREWING 2COP-CMB 1,566 FEET A 7 130 NW 241h STREET, MIAMI, FL 33127 MAYAMI MEXICANTINA/ MY F***ING WAY CHELAS Y TACOS M*G 4COP 1,614 FEET 8 150 NW 241h STREET, MIAMI, FL 33127 RACKET 4COP 1,684 FEET 9 2136 NW 1st AVENUE, MIAMI, FL 33127 SOHO STUDIOS 4COP 1,195 FEET 1 300' GRAPHIC SCALE 0 150' 300' 600' ON FEET) 1 inch=300 ff. 1. THIS IS NOT A BOUNDARY SURVEY, THIS IS LIQUOR SURVEY FOR PROPOSED LIQUOR LICENSE. 2. DATE OF SURVEY: 0 07 2021 J ACCORDING TO MEASUREMENTS TAKEN AT THE SITE THERE IS NOT A RELIGIOUS FACILITIES WITHIN 500 FEET ALONG THE ROUTE OF ORDINARY PEDESTRIAN TRAFFIC, MEASURED FROM THE MAIN FRONT ENTRANCE OF THE PROPOSED PLACE OF BUSINESS TO THE NEAREST POINT ON A PARCEL OF LAND OCCUPIED BY A RELIGIOUS FACILITY. 4. ACCORDING TO MEASUREMENTS TAKEN AT THE SITE THERE IS NOT A PUBLIC OR PRIVATE ELEMENTARY SCHOOL, MIDDLE SCHOOL, OR SECONDARY SCHOOL WITHIN 500 FEET ALONG THE ROUTE OF ORDINARY PEDESTRIAN TRAFFIC, MEASURED FROM THE MAIN FRONT ENTRANCE OF THE PLACE OF BUSINESS TO THE NEAREST POINT ON A PARCEL OF LAND OCCUPIED BY A PARCEL OF LAND SET ASIDE FOR, AND USED, OR PROPOSED TO BE USED, FOR PUBLIC OR PRIVATE ELEMENTARY SCHOOL, MIDDLE SCHOOL, OR SECONDARY SCHOOL PURPOSES. 5. ACCORDING TO MEASUREMENTS TAKEN AT THE SITE, THERE IS NOT ESTABLISHMENTS WITH ALCOHOL BEVERAGE LICENSES OR LIQUOR PACKAGE STORE WITHIN 500 FEET ALONG THE ROUTE OF ORDINARY PEDESTRIAN TRAFFIC, MEASURED FROM THE MAIN DOOR OF THE PROPOSED PLACE OF BUSINESS TO THE MAIN FRONT DOOR OF THE ESTABLISHED SIMILAR USE. 6. ACCORDING TO MEASUREMENTS TAKEN AT THE SITE THERE IS NOT A RESIDENTIAL DISTRICT WITHIN 500 FEET ALONG THE ROUTE OF ORDINARY PEDESTRIAN TRAFFIC, MEASURED FROM THE MAIN ENTRANCE OF THE PLACE OF BUSINESS TO THE NEAREST POINT ON A PARCEL OF LAND IN A RESIDENTIAL DISTRICT. THE RESIDENTIAL DISTRICT IS LOCATED OUTSIDE OF THE PROJECT LIMITS, AND THIS PARTICULARLY CASE CAN'T SHOWN ON SURVEY. 7. LIQUOR LICENSING TYPES SHOWN HERE ON ACCORDING TO FLORIDA DEPARTMENT OF BUSINESS PROFESSIONAL REGULATION, IN CASE OF A DISCREPANCY, HAS BEEN PROVIDED AND VERIFIED BY THE CLIENT OR LAWYER COMPANY. 8. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON. 9. PROPOSED MAIN ENTRANCE FOR COMMERCIAL SPACE, LOCATED AT NORTHEAST CORNER OF MAIN BUILDING SPACE E, ACCORDING TO OVERALL GROUND LEVEL 1 SHEET A102, PREPARED BY NICHOLS BROSCH WURST WOLFE & ASSOCIATES, INC ARCHITECTURE & PLANNING (161 ALMERIA AVENUE, CORAL GABLES, FL, 33134, PH: (305) 443-5206). 6_ - URBAN CENTRAL BUSINESS DISTRICT (UCBD) BOUNDARY LINE - WYNWOOD CAFE DISTRICT BOUNDARY (ACCORDING TO CITY OF MIAMI LIQUOR LICENSE REGULATION MAP, EXHIBIT J OF AMENDED CODE -ALCOHOLIC BEVERAGES) - WYNWOOD CAFE DISTRICT AREA - PROJECT SITE I HEREBY CERTIFY, THAT THE ATTACHED "LIQUOR SURVEY" OF THE ABOVE DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED UNDER MY DIRECTION, AND WAS PREPARED IN ACCORDANCE WITH CURRENT STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA STATE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, PURSUANT TO RULE 5J-17 OF THE FLORIDA ADMINISTRATIVE CODE AND ITS IMPLEMENTING LAW, CHAPTER 472.027 OF THE FLORIDA STATUTES. Digitally signed by Francisco L Nunez Jr. DN: c=US, o=6M Design Group LLC, dnQualifier=A01410000000176E00F3087000020F3, n=Francisco L Nunez Jr. Date: 2021.10.0818:41:37-04'00' Francisco L. Nunez Jr. PROFESSIONAL SURVEYOR AND MAPPER Na.6382 STATE OF FLORIDA desi roup SURVEYORS MAPPERS I LAND PLANNERS 305 551-8511 P 786 877-7176 a: 15045 SW 26th Terrace, Miami, FL 33185-5617 e: bm@bmsurveyors.com License Business No.: 6369 RECORD OF REVISION No. Date Description JOB No. Project Nome: Type of Project: LIG?UOR SURVEY Address of Proposed Liquor Survey: 2217 NW MIAMI COURT, MIAMI, FL 33127 2233 NW MIAMI COURT, MIAMI, FL 33127 2235 NW MIAMI COURT, MIAMI, FL 33127 Folio No(s).: 01-3125-048-0110 01-3125-048-0080 01-3125-048-0070 Scale: As shown Field Date: October 07, 2021 Drown By: BM Drawn Dole: October 08, 2021 Checked By: F.N. FILE/CM-FMB Prepared for: Date. 10.08.2021 The seal appearing on this document was authorized by: Francisco L Nunez, Jr, PSM, on the date adjacent to seal THIS SURVEY IS CONSIDERED VALID ONLY: I) IN HARD COPY, WITH ORIGINAL SIGN AND RAISED SEAL 2) IN ELECTRONIC FILE, DIGITALLY SIGNED AND SEALED UNDER RULE 5J-17.062, F.A.C. Project No.: 21-0221 Sheet: 1 of 1 1/11/22, 10:35 AM Global Inquiry iBuild Miami Global Inquiry BD19-017107-001 Manage Application Manage Permit Inspections This submtal needs to be scheduled fora pubic hearing in accord ante 'oath timelines set forth In the City of Miami Code. The applicable decision -making body will review the information at the public hearing to render recommendat on or a final decitl on. PZ-21-11667 12/29/22 Print Property Address: Folio Number: 2217 NW MIAMI CT 01-3125-048-0110 Process Plans Job Category: NEW CONSTRUCTION Process Number Plan Status Work Items BD19-017107-001 Permit Issued - Permit Issued • SITE WORK ONLY - SITE AND SOIL IMPROVEMENTS Permit Types Required Inspections Why Not Final Permit Type Permit Number Permit Status Issued Date BUILDING (Master) B019-017107-001-B001 Active - Permit is Active. Ready for Inspections. Sep/05/2019 COPYRIGHT © 2022 CITY OF MIAMI Best used with Internet Explorer 11 - Download I Download Acrobat Reader IP User Working Online v.3.2021.1124.1 Privacy Policy I Contact Us I Fee Guide apps.miamigov.com/iBuildPortal/PlanReview/Globallnquiry/Globallnquiry/BD19017107 1/1 4 PURL/ CI T Y 0 F M I A WYN WO OD BID WYNWOOD DESIGN REVIEW COMMITTEE RESOLUTION FOR RECOMMENDATION WDRC MEETING- December 8, 2020 NOTICE This submittal needs to be'scheduled fora puboc hearing in coordance whh bmellnee set forth in the City of Miami Code. The appll®Lie decision -malting body will resiew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-11667 12/29/22 sN �VIEW cO°Qv Item Number: 4 A motion was made by: V. Sanchez and seconded by: A. Hertzler for a Resolution recommending to the Director of the Department of Planning of: Approval w/ Conditions for the project: located at: with a vote of CONDITIONS: Arlo (BD20024088001)) 2217-2235 NW Miami Court 4 to 0 Vote List: Yes No Recused Absent Victor Sanchez (Chairman) ►a ■ ■ ■ Marc Coleman (Vice Chair) ►a ■ ■ ■ Paul Lardi • • ■ a Gustavo Berenblum ►a ■ ■ ■ David Charette a Amanda Hertzler ►a ■ ■ ■ • ■ ■ ■ 1. Location 3: Replace with aluminum reverse lit letters 2. Location 4: N/A 3. Location 5: Conceal all neon conduits behind beam 4. General, conceal all electric conduits Attest: Snow, David Digitally signed by Snow, David DN: do=net, dc=CMGov, dc=RIVERSIDE,ou=All_Users, ou=Planning, cn=Snow, David Date: 2020.12.21 10:49:31 -0s00' Cesar Garcia -Pons, Planning Director Martin, Kevin Digitally signed by Martin, Kevin Date: 2020.12.16 16:25:47 -05'00' Kevin J. Martin WDRC Liaison C r T Y' 0 F V Y H F ® P D a I D A M [ " V C. O O D DESIGN REVIEW COMMITTEE 01, a u s o L u r r n H FOR R E c 2019 NkTh irl©D D WDG R G MEETING- j u s. r 11 t t€rn /1-1"- va A ?notion. was made by IJ S r i•, r and seconded by C. k? �` & Zorn for ResoIutian recommending to the Director of the Department of Planning g of for the project located at � I� � +rrr , r+i C az,r' with a vote a _ to � 7— CONDITIONS: `a Dtc LiisL Ye,s Recused P st nr Victor Sanchez [ t) Lerman (Vice (Liu) Pau' I aurdie Del z,t:uz C t;uyrw I3erenb.wn ;lazie exis&goede I 4� r n nit f + th1i ► Pr t 141 o, pro r eY14, i, f zl fc /C � r -f - .. $a #- -, U Y T; 4iy 3Acc _c, c1- prei ,r) Glird0 5-"44z) ity,„4:Dj. 4176 11,,y0 0 C] 0 D 0 0 0 ❑t Lei? tiire ay -i 7`-e 5 frec This submittal needs to be schebu Led bra public hearing In accordance wilt timelines set forth in the City of Miami Dade. The appllcade de=Idon-making body mil review the Information at the public hearing to render a recommendation or a final decision. irc 5 6(641 r 74 Attest: Franciscco Garcia, Pluming & Zoning Director Joseph Eisenberg, UDRB LiE icon car, City of Miami Planning Department ANALYSIS FOR Warrant This submittal needs ro be scheduled fora public hearing in accordance with Iimelines set forth in the City of Miami Cale. the applicable decision-rna king body sill revex:e Inormadon at the pubic hearing to render a recorunennati on or a final decision. PZ-21-11667 12/29/22 Staff Analysis Report No. PZ-20-7661 Location 2217-2235 NW Miami CT Miami, Florida 33127 Folio Number 0131250480110,0131250480080,0131250480070 Miami 21 Transect T6-8-O Urban Core Transect Zone - Open MCNP Designation General Commercial Commission District District 5 - Commissioner Jeffrey Watson Office Wynwood Planner Hellena Lahens (hlahens@miamigov.com) Property Owner Wynwood DC PROPCO LLC Project Representative Marissa Amuial on behalf of Wynwood DC PROPCO LLC A. REQUEST Pursuant to Article 10, Section 10.3.6 and Article 7, Section 7.1.1.2 and 7.1.2.4 of Ordinance 13114 ("Miami 21"), as amended, the Wynwood DC PROPCO LLC ("Applicant"), requests a Warrant to allow a sign higher than fifty (50) feet above grade ("Project") for a property located at 2217-2235 NW Miami CT Miami, Florida ("the Property"). The proposed Warrant is to install a wall reverse channel letter sign on the West elevation. 1. Warrant to allow a sign higher than fifty (50) feet above grade for a property located at 2217-2235 NW Miami CT Miami, Florida. B. RECOMMENDATION Pursuant to Miami 21 Code, Article 7, Section 7.1.1.2 and 7.1.2.4 of Ordinance 13114 ("Miami 21"), as amended, the Planning Department Approves with Conditions the requested Warrant for a sign higher than fifty (50) feet above grade, based upon the facts and findings in this staff report. C. NEIGHBORHOOD SERVICES Pursuant to Article 7, Section 7.1.3.4 of the above Miami 21 Code, the Planning Department has made referrals to the agencies below: • Office of Zoning • Department of Human Service Neighborhood Service Center • Department of Resilience & Public Works • Wynwood Design Review Committee Their comments and recommendations have been considered and are reflected in this final decision. Staff Analysis Report No. (PZ-20-7661) — Page 1 D. FINDINGS 1. The applicant's proposal consists of a wall reverse channel letter, mounted to the West elevation, higher than fifty feet above sidewalk elevation for the Arlo H located within T6-8-O Urban Core Transect Zone -Open. This submittal need to be scheduled fora public hearing In accordance with iimelines set forth in the city of Miami Gude. The applicable decision-rna king body will reItwtle Idlonnadon at the public hearing to render a recormendat on or a final decision. 2. The proposed wall reverse channel letter sign measures 61 square feet and fronts NW Miami CT situated approximately 118 feet and 8 inches above ground level on the building's West elevation. PZ-21-11667 12/29/22 3. The reverse channel letter sign will be aluminum letters with internal lighting, there are no graphic embellishments, such as borders or backgrounds, on the sign. 4. Pursuant to Article 10, Sections 10.1.4 and10.3.6, the applicant provided a plan depicting the sign placement, elevations, renderings, and a survey showing compliance with all the general and supplemental requirements. As required by the code, the proposed signage is in harmony with the building's architectural features and does not disrupt the facade's ornamentation. 5. The Applicant has submitted the necessary information, which is attached to this file, and is considered an official record on file with the Planning Department. The information attached demonstrates compliance with the guidelines and criteria required for this type of permit, as specified in the Miami 21 Code. 6. Planning Department and Office of Zoning comments were provided in ePlan pursuant to a comprehensive review of the application materials. All comments have been addressed through the ePlan review process. 7. Notices were sent to all abutting property owners and registered associations in Wynwood by certified mail on or about January 22, 2021; the Planning Department received no objections for the requests. 8. Pursuant to Article 7, Section 7.1.2.4 of the Miami 21 Code, the City of Miami Zoning Ordinance, the application has been reviewed and found sufficient. E. CONCLUSION The Applicant's proposal consists of a wall reverse channel letter sign higher than fifty (50) feet above grade on the West elevation. Based on the above findings and the considered advice of the officers and agencies consulted on this matter, and pursuant to Article 7, Section 7.1.1.2 and 7.1.2.4 of Miami 21, the Applicant's request is Approved with Conditions subject to the plans on file with the Planning Department and the following conditions. CONDITIONS 1. The Project shall be developed in accordance with the plans prepared by Crown Sign Systems, INC. and supporting documents, bearing the City of Miami ePlan stamp for application PZ-20-7661. Staff Analysis Report No. (PZ-20-7661) — Page 2 2. Please note the approval of this Warrant is for one sign above 50 feet and an signs above 50 feet require a separate permit. This submittal needs to to scheckJ lea for a public hearing in coorban a with timelines set forth in the Crly of Miami Code. The applicable decision -mailing body stlll re eewtne Inlormatlon at the public hearing to tender a recommended on or a Mal decision. PZ-21-11667 12/29/22 3. The signs shall comply with requirements in Articlel0, Section 10.1.4 of Miami 21 Code. 4. Protect residential areas from the spillover effect of light. Orient outdoor lighting to minimize glare to the public realm and adjacent properties. 5. Any modification to the approved plans as results or consequence of applicant's compliance with other departments and/or agencies conditions and /or codes, will require a new review for approval confirmation from the Planning Director. 6. Pursuant to Miami 21 Code, Section 7.1.2.4(c) 4 "A Warrant shall be valid for a period of two (2) years during which a building permit or Certificate of Use must be obtained. This excludes a demolition or landscape permit. A one-time extension, for a period not to exceed an additional year, may be obtained if approved by the Planning Director. 7. Failure to comply with the conditions herein may result in the immediate revocation of this Warrant and shall be subject to any fines and penalties pursuant to City Code. 8. The City reserves the right to inspect the site to ensure compliance with the conditions as listed. Ellis Digitally signed by i Ellis, Jacqueline Jacqueline Date:2021.02.25 12:02:42 -05'00' NOTICE The Final Decision of the Planning Director, or his designee, may be appealed to the Planning, Zoning and Appeals Board by any aggrieved party within fifteen (15) days of the date of the posting of the decision on the City's website. The filing of an appeal, and payment of appropriate fee, may be submitted online at https://www.miamigov.com/Services/Solve-a-Problem/Appeal-a-Warrant-or-a-Waiver. Staff Analysis Report No. (PZ-20-7661) — Page 3 Ali PUBL.IC Prepared by and return to: Akerman LLP Three Brickell City Centre 98 SE 7th Street, Suite 1100 Miami, Florida 33131 Attention: Kristofer D. Machado, Esq. Folios: 01-3125-048-0110 01-3125-048-0080 01-3125-048-0070 UNITY OF TITLE Fr=n fIR RK 3:1.77MIAM 0 ift NOTICE This submittal needs to be scheduled bra public hearing in accordance wM1h timelines set forth in the City of Mlami Code. The appllce de decision -making body mil review the Information at the public hearing to render a recommendation or a final decision. PZ-21-11667 IA% 12/29/22 <fr REV? EW COS WYNWOOD DC PROPCO LLC, a Delaware Limited Liability Company ("Owner"), owns the property("Property") legally described as: Lots 6, 7, 10 and 11, in Block 1, of WADDELL'S ADDITION TO THE TOWN OF MIAMI, FLORIDA, also known as JOHNSON AND WADDELL'S ADDITION TO THE CITY OF MIAMI, FLORIDA, according to the plat thereof as recorded in Plat Book B, Page 53, of the Public Records of Miami - Dade County, Florida. AND A portion of the twelve foot wide alley Vacated and reserved as a utility easement by City of Miami Ordinance No. 13492, recorded in Official Records Book 29757, Page 1686 & recorded in Official Records Book 29778, Page 3598, lying in Block 1 of WADDELL'S ADDITION TO THE TOWN OF MIAMI, FLORIDA, also known as JOHNSON AND WADDELL'S ADDITION TO THE CITY OF MIAMI, FLORIDA, according to the plat thereof, as recorded in Plat Book B at Page 53 of the Public Records of Miami -Dade County, Florida, being more particularly described as follows: The West one half of the twelve (12) foot wide public alley in said Block 1 of Plat Book B at Page 53 being bounded on the North by the North line of Lot 6 in said Block 1, prolongated Easterly, and being bounded on the South by the North Right -of -Way line of N.W. 22nd Street, and bounded on the West by the East line of Lots 6, 7, 10 and 11, all being in said Block 1 and bounded on the East by the center line of said twelve foot wide alley, which has been closed and vacated by the City of Miami Ordinance "CHAPTER 54 Streets and Sidewalks as recorded in Official Records Book 29757 at Page 1686 of said Public Records of Miami -Dade County, Florida. Addresses: 2217, 2233, and 2235 NW Miami Court, Miami, FL 33127 Folios: 01-3125-048-0110; 01-3125-048-0080; 01-3125-048-0070 The Property is also described in Exhibit "A." 50580525;2 PUBLIC 4 0 Q. In consideration of the issuance of perinits for the Property and for other good consideration, the receipt and sufficiency of which are hereby acknowledged, hereby agrees to restrict the use of the Property in the following manner: That the Property shall be considered as one plot and parcel of land and that no portion of said plot and parcel of land shall be encumbered, mortgaged, sold, transferred, divided, conveyed, devised or assigned separately, except in its entirety as one plot or parcel of land. NOTICE This submittal needs to be scheduled fora public hearing in accordance wM1h timelines set forth in the city of Miami Code. The sppllca de decision -ma Xing body mil review the Information at the public hearing to render a recommendation or a final decision. PZ-21-11667 12/29/22 Covenant Running with the Land. This Unity of Title on the part of the Owner shall constitute a covenant running with the land and shall be recorded, by the Owner and at the Owner's expense, in the public records of Miami -Dade County, Florida within ten (10) days of acceptance by the City of Miami ("City") and shall remain in full force and effect and be binding upon the undersigned Owner, and its heirs, successors and assigns until such time as the same is modified or released. The City's Office of Zoning shall be promptly furnished with a recorded copy of this Unity of Title within thirty (30) days of recording. Teim. This Unity of Title is to run with the land and shall be binding on all parties and all persons claiming under it for a period of thirty (30) years from the date this Unity of Title is recorded, after which time it shall be extended automatically for successive periods of ten (10) years each, unless an instrument signed by the then owner(s) of the Property has been recorded agreeing to change the covenant in whole, or in part, and that the Unity of Title has first been modified or released in. writing by the City as specified herein. Modification, Amendment, Release. This Unity of Title may only be modified, amended or released as to the Property, or any portion thereof, by a written instrument executed by the then owner(s) of the Property, including joinders by all mortgagees, if any, provided that the same is also approved in writing by the Zoning Administrator and the City Attorney as to legal form and correctness, or their designees or successors, upon the demonstration and affirmative finding that the same is no longer necessary to preserve and protect the Property for the purposes herein intended. Authorization for the City to Withhold Permits and Inspections. In the event the terins of this Unity of Title are not being complied with, in addition to any other remedies available, the City is hereby authorized to withhold any further permits, and refuse to make any inspections or grant any approvals, until such time as this Unity of Title is complied with. Inspection and Enforcement. It is understood and agreed that any official inspector of the City may have the right at any time during normal business hours to enter upon the Property for the purpose of investigating the use of the Property and for determining whether the conditions of this Unity of Title are being complied with. Enforcement of this Unity of Title shall be by action against the parties to this Unity of Title or persons violating or attempting to violate any covenants in this Unity of Title or the then owner(s) at the time the violation is committed. This enforcement provision shall be in addition to any other remedies available at law, in equity, or both. The violations may also be enforced by City Code, C Article X, entitled "Code Enforcement." V� !EW COV 4 PUBL.IC 00 OP 0 Q. Election of Remedies. All rights, remedies and privileges granted herein shall b be cumulative and the exercise of any one or more shall neither be deemed to co election of remedies, nor shall it preclude the party exercising the same from exerci other additional rights, remedies or privileges. NOTICE This submittal needs to be scheduled fora public hearing in accordance wM1h timelines set forth in the city of Miami Code. The sppllca de decision -ma Xing body mil review the Information at the public hearing to render a recommendation or a final decision. PZ-21-11667 IA% 12/29/22 <tr RE VI EW CO Severability. Invalidation of any one of these covenants, by judgment of court, shall not affect any of the other provisions which shall remain in full force and effect. [Signatures follow] PUBLIC 4 Signed, witnessed, executed and acknowledged on this 2J day of 7 2019, at Miami, Florida. WITNESSES: HA2/AAl0 11110scEA/0 toe t Print Name Signature 0 ,,, Z NOTICE WYNWOOD DC PROPCO LLC, a Delaware limited liabilityompany By: Name: Bryan Davis Title: Authorized Signatory This submittal needs to be scheduled fora public hearing in accordance wM1h timelines set forth in the city of Miami Code. The sppllca de decision -ma Xing body mil review the Information at the public hearing to render a recommendation or a final decision. Print Name Signature PZ-21-11667 12/29/22 v� IEW CC) PUBL.IC 4 0 ert Q. e�G STATE OF CA-rir4- O COUNTY OF S r.�r� The foregoing instrument was acknowledged before me this day of �i 2019, by Bryan Davis, as Authorized Signatory of Wynwood DC Propco LLC, a Delaware limited liability company. Personally Known or Produced Identification i . Type of Identification Produced �,U. 4 rVE2 4cE rtg'2 Ji /za 076 :— e 3 - zi4=4 ) SS 60 OP NOTICE This submittal needs to be scheduled fora public hearing in accordance wM1h timelines set forth in the city of Miami Code. The appllca de decision -ma Xing body mil review the Information at the public hearing to render a recommendation or a final decision. PZ-21-11667 12/29/22 � IEW CC) r-�".K.� DLGA CARDOZD U "�►s�:. COMM. # 2207814 NOTARY PUBLIC • CALIFORNIA 0 `t r SAN DIEGO COUNTY h ) F.. \• COMM. EXPIRES AUG. 8, 2021'` o a Notaf Public Print or Stamp Name ofNotary Public: d�C �t CIA-2.11 Notary Public, State of f t �N Commission No.: ?76, 7-S-)/ 9' My Commission Expires: Ge/41`2o:4._/ WITNESS my hand official seal in the county and state named above this s2 S day of c,c 66-,e_ 2019. PUBtic 4 0 ert Q. Exhibit "A" Legal Description Lots 6, 7, 10 and 11, in Block 1, of WADDELL'S ADDITION TO THE TOWN OF MIAMI, FLORIDA, also known as JOHNSON AND WADDELL'S ADDITION TO THE CITY OF MIAMI, FLORIDA, according to the plat thereof as recorded in Plat Book B,. Page 53, of the Public Records of Miami - Dade County, Florida. AND A portion of the twelve foot wide alley Vacated and reserved as a utility easement by City of Miami Ordinance No. 13492, recorded in Official Records Book 29757, Page 1686 & recorded in Official Records Book 29778, Page 3598, lying in Block 1 of WADDELL'S ADDITION TO THE TOWN OF MIAMI, FLORIDA, also known as JOHNSON AND WADDELL'S ADDITION TO THE CITY OF MIAMI, FLORIDA, according to the plat thereof, as recorded in Plat Book B at Page 53 of the Public Records of Miami -Dade County, Florida, being more particularly described as follows: The West one half of the twelve (12) foot wide public alley in said Block 1 of Plat Book B at Page 53 being bounded on the North by the North line of Lot 6 in said Block 1, prolongated Easterly, and being bounded on the South by the North Right -of -Way line of N.W. 22nd Street, and bounded on the West by the East line of Lots 6, 7, 10 and 11, all being in said Block 1 and bounded on the East by the center line of said twelve foot wide alley, which has been closed and vacated by the City of Miami Ordinance "CHAPTER 54 Streets and Sidewalks as recorded in Official Records Book 29757 at Page 1686 of said Public Records of Miami -Dade County, Florida. Addresses: 2217, 2233, and 2235 NW Miami Court, Miami, FL 33127 Folios: 01-3125-048-0110; 01-3125-048-0080;.01-3125-048-0070 NOTICE This submittal needs to be scheduled fora public hearing in accordance wM1h timelines set forth in the city of Mlami Code. The appllca de decision -making body mil review the Information at the public hearing to render a recommendation or a final decision. PZ-21-11667 12/29/22 V� IEW COV L...''h -��-h s P A GIF PUBLIC Approved: r2 Joseph A. Ruiz, Esq. Zoning Administrator Approved as to Legal Fo and Correctness: Victoli Mendez,' Esq. CIIV.1,J City ttomey -xi' - C 3TAtfE OF FLORIDA, COUNT OF DADE HEREBY CERTIFY that this is a true copy of the .,rrgrnp/l filed in this office en 10`1" clay of Uan(ra(11 ,AD20a0.__ NITNI SS my han1 and Official Seal. ;WIVEY HUVIN,PLE K, ofCircurtandCou Courts ,(( _ f ((.,"Cri.P D.C. /'/Itir)9 0 ift NOTICE This submittal needs to be scheduled fora public hearing in accordance wM1h timelines set forth in the city of Miami Code. The sppllca de decision -ma Xing body mil review the Information at the public hearing to render a recommendation or a final decision. PZ-21-11667 12/29/22 V� !EW COtQ This submittal needs to be scheduled fora public hearing in accordance with smelines set forth in the City or Miami Code. The applicable decision -making bcdynnll renew the Information at the public hearing to render a recommended on or a final decision. 40 N. Mi Phone (30 Fax (305) www.miamiparking.co Date: 9/16/2019 City of Miami Department of Planning and Zoning 444 SW 2rld Avenue Miami, Florida 33128 Re: Parking Spaces at 2217 — 2235 Nw Miami Ct Miami, FL. PZ-21-11667 12/29/22 This letter is being submitted as proof that Marissa Amuial has contacted the Miami Parking Authority in order to verify the number of parking spaces available for use by customers of this prospective business to be located at 2217 — 2235 Nw Miami Ct Miami, FL. After carefully reviewing the site plans provided by the customer, we have confirmed that there will be 3 spaces on Nw 22 St and 7 spaces on Nw Miami Ct that will be readily available once construction is completed. Should any other information be required of this office regarding this application, please do not hesitate to contact me directly at 305-373-6789. Respectfully, Humberto Escandon Senior Manager of Operations WRITTEN CONSENT OF WYNWOOD DC PROPCO LLC This submittal needs to be schebu led bra public hearing In accordance wilt timelines set forth in the City of Miami Code. The appllcade deoIdon-making body mil review the Information at the public hearing to render a recommendation or a final decision. The undersigned, being Director of WYNWOOD DC PROPCO LLC, a Delaware limited liability company (the "Company"), does hereby consent and agree to the adoption of, and does hereby adopt, the following resolutions of the Company in lieu of holding a meeting in accordance with the governing documents of the Company, and directs that these resolutions be filed in the records of the Company: WHEREAS, in regard to the Company's properties at 2217 NW Miami Court, 2233 NW Miami Court and 2235 NW Miami Court in Miami, Florida, the undersigned Director deems it advisable and in the best interests of the Company for the Company to join in and submit an application to the City of Miami seeking approval of an Exception, generally prepared in accordance with the application forms published by the City of Miami (collectively, the "Application"), and WHEREAS, in connection with the preparation, filing and formal review and processing of the Application, including without limitation the execution and delivery of any and all documents and forms required for the Application, the undersigned Director deems it advisable and in the best interests of the Company for the Company to grant Ian Bacheikov, Marissa Amuial, and Cecilia Torres -Toledo a power of attorney pursuant to that certain Power of Attorney attached hereto as Exhibit A (the "Power of Attorney"). NOW THEREFORE, BE IT RESOLVED, that the Application and the Power of Attorney are hereby authorized, approved, adopted, confirmed and ratified in all respects; FURTHER RESOLVED, that any member, Director, officer or other authorized representative of the Company (each being referred to herein as an "Authorized Person"), be and hereby is, authorized and empowered to execute and deliver on behalf of the Company any and all agreements, instruments, certificates or documents necessary to consummate or effectuate the Application and the Power of Attorney, in the name and on behalf of the Company; FURTHER RESOLVED, that each Authorized Person is hereby authorized, empowered and directed, in the name and on behalf of the Company to make or cause to be made, and to execute and deliver, all such agreements, documents, instruments and certifications, and to do or cause to be done all such acts and things, and to take all such steps, as he or she may at any time or times deem necessary or desirable in order to carry out the intent and purposes of the foregoing resolutions; and FURTHER RESOLVED, that the authorities and approvals hereby conferred shall be deemed retroactive, and any and all acts authorized and approved herein that were performed prior to the passage of this resolution be, and they hereby are, approved, ratified and confirmed in all respects. [Signature on following page] 61225606;1 This submittal needs to be schebu led bra public hearing In accordance wilt timelines set forth in the City of Miami Code. The appllcade deoIdon-making body mil review the Information at the public hearing to render a recommendation or a final decision. IN WITNESS WHEREOF, the undersigned has executed this Written Consent as of th of December, 2021. WYNWOOD DC PROPCO LLC By: Name: Bryan Davis Title: Director of WYNWOOD DC PROPCO LLC 61225606; l Exhibit A POWER OF ATTORNEY This submittal needs to be schebu Led bra public hearing In accordance wilt timelines set forth in the City of Miami Dade. The appllcade deoIdon-making body mil review the Information at the public hearing to render a recommendation or a final decision. KNOW ALL MEN BY THESE PRESENTS, that WYNWOOD DC PROPCO L Delaware limited liability company, has made, constituted and appointed, and by these presents do make, constitute and appoint IAN G. BACHEIKOV, MARISSA AMUIAL, and CECILIA TORRES-TOLEDO its true and lawful attorneys in its stead to execute all documents and instruments required with respect to an Exception for an alcohol beverage service establishment, in connection with the Arlo Wynwood Hotel development, under the requirements of the City of Miami Code of Ordinances and Miami 21 zoning code, for the properties located at 2217 NW Miami Court, 2233 NW Miami Court and 2235 NW Miami Court in the City of Miami, submitted to the Office of Hearing Boards and other reviewing City departments, giving and granting unto IAN G. BACHEIKOV, MARISSA AMUTAL, and CECILIA TORRES- TOLEDO its said attorneys, full power and authority to do and perform all and every act and thing whatsoever requisite and necessary to be done with respect to the aforementioned Exception as fully, to all intents and purposes, as it might or could do if personally present (including, without limitation, preparing, executing and filing all documents and applications), with full power of substitution and revocation, hereby ratifying and confirming all that said attorney or his substitute shall lawfully do or cause to be done by virtue hereof. IN WITNESS WHEREOF, I have hereunto set my/our hand(s) and seal(s) this day of December 2021. Signed and delivered in the presence of: Witn with LI STATE OF COUNTY OF New York New York ) SS: ;) WYNWOOD DC PROPCO LLC By: Name: Bryan Davis Title: Director The foregoing instrument was acknowledged before me this 13 day of December, 2021, by Bryan Davis, as Director for WYNWOOD DC PROPCO LLC, who appeared by means of [ ] physical presence or 54 online notarization, and is [>(personally known to me [ ] or who has produced a as identification. NOTARY PUBLIC Print Name: Jared White, Esq. 61225606;1 My commission expires: JARED D WHITE NOTARY PUBLIC -STATE OF NEW YORK No, 02 W H6297662 OLi. hliad m New York County Gornrom oro E uptze60272717.2012 NOTICE This submittal needs to be scheduled fora puboc hearing In accordance *tilt malines set forth in the City of dlami Code. The appLI®Lie decision -malting body will rewew the information at the pubdc hearing to render a recommended on or a final decla on. PZ-21-11667 12/29/22 ARLO Hotel, Wynwood 2217 NW Miami Court Miami, Florida Arlo Wynwood, Property Summary The Arlo Hotel will be located in the trendy area of Miami known to all as Wynwood; which is known for being an entertainment district, with artwork, restaurants, breweries, clothing stores, dance venues, among other retail options. Formerly an industrial district, the area is now known for the murals that cover the walls of many of the buildings. It is north of Downtown Miami and Over town, and adjacent to Edgewater. It will be the first hotel to be actually within the boundaries of the Wynwood district. In addition it is within a fifteen to twenty minute car ride to the nightlife of Miami Beach, and a five minute car ride to Midtown with all of its shops and restaurants. This submittal needs b be scheduled for a puboc hearing In acordanre wM1h timelines set forth in the City of Miami Code. The applica de decision -making bodywlll reNew the information at the pubc hearing to render a recommendation or a final decision. The Arlo will be a 217 room hotel, Located at 2217 NW Miami Court. The entrance to the Hotel will be on Miami Court on the South East corner of 22nd Street. There will be no self- parking at this facility. Valet parking will be the norm for all guests and visitors to the hotel. The entry / exit of the parking garage will also be on Miami Court. Hotel Management has partnered with the City of Miami and will "purchase" 3 spaces on Miami court to be used asa valet ramp. Here all guests will be greeted and valet vehicles will be received and returned to all guests using the valet service PZ-21-11667 12/29/22 P U 4 0 4- Q Introduction to Valet Parking and Bell Services NOTICE This submittal needs to be scheduled fora puboc hearing In accortlance whh timelines set forth in the City of Miami Code. The appLIca decision -making body NOR redew the information at the pubdc hearing to render a recommended on or a final decld on. PZ-21-11667 12/29/22 sN SEW cO�Qv We at AAA Parking strive to be "Best in Class" and you will notice the difference from the first day that we arrive on site. From uniforms to guest interactions, from a friendly welcome, to our prompt and safe vehicle handling services. Our parking team of Leaders, Ramp Supervisors, Valet Runners, and Bellmen are waiting to serve you, our guests, visitors and the local public at large. Our services will include Valet parking, Door and Bell service but our duties will include but are not limited to the following; • Greeting of all patrons • Opening of all doors to all valet patrons • Offering assistance with packages and luggage • Bellmen handling the luggage and guiding guests to the front desk • Advising guest of special events • "Selling" of all amenities within the Hotel, including restaurants and other outlets • Knowledge of all points on interest within the vicinity of the Hotel. • Quarterly parking rates survey, in order to assure market comparability • Collections of and reporting of all transient valet and self -parking revenue • Light maintenance of parking equipment and garage. • Upkeep of charging stations ( if any) • ADA Accessibility- valet parking will be made available, as per the specifications of the county ordinance. Guest with manual operated vehicles will be encouraged to self -park their vehicles inthe AAA Parking reserved disabled self -parking spaces. The following pages will demonstrate our approach to Valet Parking, Bell Service as well as the tools used by AAAParking in order to insure a positive lasting first and last impression. 2 V Valet Garage Entry and Exit Hotel Entrance Valet Station This submittal needs to be scheduled for a public hearing In accordance wAh timelines set forth in the City of Miami Code. The applica tie decision -malting bodywill renew the information at the public hearing to render a recommendation or a final decision. PURL/ Valet Vehicle Parking and Retrieval We at AAA Parking are cognizant that a vehicle is and can be a most cherish processio allvehicles as such and strive to provide the necessary care of all vehicles while in our Taking Possession of the Vehicle NOTICE This submittal needs to be scheduled fora puboc hearing In aaordanre with bmellnee set forth in the City of Miami Code. The appkable decision -malting body will review the information at the pu bec hearing to render a recommended on or a final decia on. • Perform a "once -around" check of the vehicle to verify any existing damage to the vehicle. PZ-21-11667 12/29/22 !EW COV • If existing damage is discovered, document of the damage on the master ticket and notify the on- dutymanager (or designee) immediately. • List the vehicle identification information (license plate number, vehicle color, vehicle brand) on theparking ticket, which will be kept at the office/cashier station until the guest/visitor departs. • Place the top part of the parking ticket on the rear view mirror. Parking the vehicle • Start the engine if the vehicle is not already running. (be aware of electric vehicles) • Quickly familiarize yourself with the mechanisms that control the vehicle. • Check the mirrors and clearances around the vehicle, turn the headlights on, and proceed to the assigned garage with caution. • While driving through the garage, maintain a safe speed (5-7 M.P.H. or slower if conditions sowarrant) and continue to watch for pedestrian and vehicle traffic. • Select a space for storage, which will be convenient for retrieval based on the length of stay or time of departure. • Once the space has been chosen, carefully back the vehicle into the lift so that retrieval of the vehiclecan be accomplished in a timely and safe manner. • Turn the lights and ignition off, lock the vehicle, and bring the keys with you as you exit the vehicle. • If available, list the garage level, section, and space number that the vehicle was parked in on theoffice/cashier station portion of the ticket. • Secure the keys and ticket in a controlled area that is NOT accessible to the public. 6 PURL/ Parking Garage: The parking garage for the Arlo will provide 72 lift spaces, or 36 stacking spaces (Im Thiswill require for a dedicated person to be on site per shift (no overnight) to hand portion of the operation. By doing so, the runners will be able to expedite the parking a retrieval of valet vehicles. It is recommended that the garage have an entry control system, which will allow only valet or authorized vehicles to enter and exit the facility (Image -2). All valet staff will have access cards to enter into the facility. Due to space restrains it is also recommended that the ramp only have one entry gate and a "free" out. The out will not need an additional piece of equipment. The garage gate will open once the out loop is activated, by the presence of a vehicle. 4 0 4- a. Image - 1 NOTICE This submittal needs to be scheduled fora puboc hearing In acoord.nre whh bmellnee set forth in the City of Miami Code. The appLIca decision -making body NOR redew the information at the pubdc hearing to render a recommended on or a final decM on. PZ-21-11667 12/29/22 !EW COV Entry / Exit Control Gate Access Card Reader Image — 2 GARAGE RAMP Arming Loops NOTICE This submittal needs to be scheduled for a pubic hearing In accordance with timelines set forth in the City of Miami Code.The applica de decision -making bodywlll relewihe information at the pubs hearing to render a recommendation or a final decision. This submittal needs to be scheduled fora puboc hearing In accordancewhh bmellnee set forth in the City of Miami Code. The appll®de decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. Staffing The following is the proposed staffing levels for the Arlo Wynwood Project, starting as of 2022. 1—Operations Manager 1-Parking Supervisor 1-2 -A.M. Valet / Bellmen 1-2 - P.M. Valet / Bellmen (incl. mid shift) 1-A.M Lift Operator 1-P.M Lift Operator 1-Overnight Valet Runner Staffing levels can and will be adjusted as business levels increase, or for special events such as Chamber, Social or as requested. PZ-21-11667 12/29/22 Ar o Wynwood Saturday Sunday Monday Tuesday Wednesday Thursday Friday Name Manager 9A.M 9A.M 8A.M Off Off 9A.M 9A.M Lift Operator 7A.M - 3:30 P.M 7A.M - 3:30 P.M 7A.M - 3:30 P.M 7A.M - 3:30 P.M 7A.M - 3:30 P.M 7A.M - 3:30 P.M 7A.M - 3:30 P.M Valet /Bellmen A.N7 A.M -3:30P.M 7 A.M - 3:30 P.M 7 A.M - 3:30 P.M Valet /Bellmen A.N7 A.M -3:30P.M 7 A.M - 3:30 P.M 7 A.M - 3:30 P.M 7 A.M - 3:30 P.M 7 A.M - 3:30 P.M 7 A.M - 3:30 P.M 7 A.M - 3:30 P.M Valet / Bellmen Mid 10 A.M - 6:30 P.M 10 A.M - 6:30 P.M 10 A.M - 6:30 P.M 10 A.M - 6:30 P.M Supervisor 4:00 P.M - 12:30 A.M 8A.M 8A.M 4:00 P.M - 12:30 A.M 4:00 P.M - 12:30 A.M Lift Operator 3:00 P.M - 11:30 P.M 3:00 P.M - 11:30 P.M 3:00 P.M - 11:30 P.M 3:00 P.M - 11:30 P.M 3:00 P.M - 11:30 P.M 3:00 P.M - 11:30 P.M 3:00 P.M - 11:30 P.M Valet / Bellmen P.M 3:00 P.M - 11:30 P.M 3:00 P.M - 11:30 P.M 3 P.M - 11:30 P.M Valet / Bellmen P.M 3:00 P.M - 11:30 P.M 3:00 P.M - 11:30 P.M 3 P.M - 11:30 P.M 3 P.M - 11:30 P.M 3 P.M - 11:30 P.M 3 P.M - 11:30 P.M 3 P.M - 11:30 P.M Overnight 11 P.M - 7:30 A.M 11 P.M - 7:30 A.M 11 P.M - 7:30 A.M 11 P.M - 7:30 A.M 11 P.M - 7:30 A.M 11 P.M - 7:30 A.M 11 P.M - 7:30 A.M Kimley»>Horn May 20, 2022 Collin Worth City of Miami 444 SW 2nd Avenue - 8th Floor Miami, Florida 33130 Re: Arlo Hotel Transportation Sufficiency Letter Dear Mr. Worth: This submittal needs to be scheduled fora puboc hearing In accordance whh bmellnee set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-11667 12/29/22 The project is proposing to develop the 0.72-acre site on the northeast corner of NW 22nd Street and NW Miami Court in Miami, Florida. The proposed development was approved by the City of Miami under application PZ-19-2742 with a development program that comprises a nine -story building with 217 hotel rooms and 9,387 square feet of retail uses. The development is requesting to designate 6,202 square -feet of the approved commercial spaces as a drinking place through an exception application. The proposed development is currently under construction and is expected to be built by 2024. Results of the analyses demonstrate that all signalized intersections are expected to operate within adopted Level of Service (LOS) during the morning and afternoon peak hours. The stop -controlled intersections are expected to operate within adopted LOS with the exception of the stop -controlled approaches of the intersections of N. Miami Avenue at NW 23rd and NW 22nd Streets which are expected to operate below adopted LOS during the afternoon peak hour with and without the development. The proposed development is not expected to significantly or adversely impact the intersections. The applicant's traffic consultant provided a turn lane analysis. The expected volumes from the proposed development do not warrant the need for exclusive turn -lanes at the proposed driveway. The proposed driveway along NW Miami Court will be gate controlled and will operate as a full access driveway with access to the proposed parking garage. The proposed gate -controlled driveway connection is expected to have sufficient entering vehicle storage to accommodate the expected morning and afternoon peak hour queues as determined in the submitted traffic impact analysis. All patrons will be required to use the valet operation and self -park is not provided. The valet calculations provided as part of the traffic impact analysis appear to require a total of seven (7) drop- off/pick-up spaces. However, the analysis was independently verified, and four (4) drop-off/pick-up spaces as shown on the site plan are expected to be sufficient to accommodate both valet and rideshare queuing with a total of eight (8) valet attendants are required during the peak hour. The development will promote the use of different modes of transportation through the implementation of the following Transportation Control Measures: • Survey employees to determine current commute characteristics establish preferences, and target TDM efforts. • Provide employees with information regarding multimodal commute options. • On -site bike racks will be available for employees and visitors. kimley-horn.com 8201 Peters Road, Suite 2200, Plantation, FL 33324 954 535 5100 PUB(, o' y Kimley>»Horn Mr. Collin Worth, M 0 0 a • Transit route maps and schedules will be made available on site to employees and • On site businesses will be encouraged to offer flexible and compressed work schedules to extent possible. • The loading area will have specific timeframes outside the peak hours to mitigate its impacts and will be coordinated to not impact the pedestrian walkway. NOTICE This submittal needs to be scheduled fora pubic hearing in accordance wM1h timatinee set forth in the City of Miami Code.The appli®Lie decision -ma Xing bodywill renew the information at the public hearing to render a recommendation or a final decision. PZ-21-11667 12/29/22 �. ckfrRFVf Ew CO The applicant's consultant has provided sufficient responses to comments from City of Miami, made modifications, and/or corrections to the traffic impact analysis to address comments. For this reason, we are issuing this sufficiency letter with the following conditions: • The applicant is required to obtain traffic impact analysis approval from Miami -Dade County Department of Transportation and Public Works Traffic Engineering Division • Based on the independent valet operations analysis performed, it was determined that the 95th percentile queues will not extend beyond the valet service areas with eight (8) valet attendants during the peak hour. 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. Sincerely, KIMLEY-HORN AND ASSOCIATES, INC. Adrian K. Dabkowski, P.E., PTOE Vice President K:\FTL_TPTO\042258237 WO#37 Traffic Impact Study\5 Arlo Hotel\2022 05 04 - Fourth Traffic Study Review\Arlo Hotel_ Sufficiency Letter_2022.05.19.docx kimley-horn.com 8201 Peters Road, Suite 2200, Plantation, FL 33324 954 535 5100 <w H 7(1 < '1)8 cC m CROWDS YOWLS th:!T) it LEGEND m ILLI0 I— < < (1) 8 CC icip .8) 88 KNOW WHATS BELOW .8 n ALWAYS CALL 811 = BEFORE YOU DIG ,s fast Its free It s the law WWW callsonshine oom BBB., wow 'units P,ision Description 52P `120-8-z (50 co BLIOLEIGHT OF WAY) N.W. 23rd STREET MULTISTORY BUILDING FOLIO F1-3123,98,110 MULTISTORY BUILDING UNDER CONSTRUCTION It NADI. WADDELL'S ADDITION TO THE TOWN OF MIAMI, FLORIDA PLAT BOOK B PAGE 53 C°L.B Ein,E217 LOTH 80L8m8 /,„8788a8;87 8„„ r'.10C%4P.8;8;• F87,'"',8;.8-888,`88..: 4888,8888.8. 88W,88,8E, 3',88°W.VV88,88 LOT 4 rT2F4C22,5`, ATFOUND NAIL & DISK 4s8.81=-888,11.. , LOT 5 Vett 7.47,4t:t LOT 8 g LOT 9 LOT 12 SgAingTIW r'Ar' '''RO'UND NAIL & DISK pusTio ifitutv'ep wqs, ,BOADUNDEPOOBBBP CTIONII/V Br' " rrr' N.W.22nd STREET 888 '8:8r'88"i...8r1‘48 P„retoUIL78" NOPTIVAST CORNER On MN I /0. OE 1 /4 &ELTON 25-53-91 888.8, 8 A RAFFSM 01 R NE 2! g1 E-SITE r r ; NWOODSS L _ LOCATION SKETCH _ NOT TO SCALE ,"0/LIrrr TIE 20th DERV T LEGAL DESCRIPTION WEST ONE HALF OF ALLEY AND NOTICE r'Iet"tervIe==r7tleThtirtr 1.5<5" PZ-21-11667 CITY OF MIAMI ePLAN SPACE Records Book 29778 Page 3598 12.2 Bloc. 1 al WADDELL 9 ADDITION TO THE TOWN OF SPAT lea known as JOHNSON AND WADDELL S ADDITION TO THE CI, OF MIAMI. FLORIDA Ares*, .7-vuz 4'2897t.d1 Mr SURVEYOR'S NOTES 0",,rt:d'rt I of Bo. 2 et 2Fee ee'd L'nt the ch'2teentreZ 29757 A Page TO: 'FAIO'n1L:',C'gr'gr' FDA'S ELA2r42-7,2'FL"Sdn'OLdrn -Dodo Coin. PI cool, wooriv„r vio„de SURVEYOR'S CERTIFICATION e4urro2ot210c. Sect., 472.027.era'rld=lOre °Is FORTIN, tRat, D09 a2te72302:In.s1D1.70iell°147,29 -0500' ortheFI,daLcerBBYS, Digitally signed by Daniel C Fortin '0:Shtccr'rtr'r(a'ha":“ss:':' V101 :8 OzS >- w cc cn 0 H o_ o < o 0 cc 0 .8c 0 o CL . I— z e+6 N cc L6 z 0 co Plotted 1,4Z1218.02. :=°77 RLL „erti2013-077-1 NICHOLS BROSCH WURST WOLFE &ASSOCIATES, INC. Entertainment Venue at Arlo Hotel Seal and Signature Donald F. Wolfe Jr., Archifed Flonda Reg. AR 009944 NOTICE PZ-21-11667 G-001 r iI ml Ct K i. ..'i" MAP ;h' ' 5. NORTH MIAMI COURT LOOKING SOUTH TO PROPERTY SITE NTS NICHOLS BROSCH WURST WOLFE &ASSOCIATES, INC. 1. NW 22nd STREET LOOKING EAST TO SITE PROPERTY NTS 2. NW 22nd STREET LOOKING WEST TO SITE PROPERTY NTS 4. NORTH MIAMI COURT LOOKING NORTH TO SITE PROPERTY NTS 3. NW 22nd STREE I AND Ni3KY l-i VVIVAVil NORTH TO SITE PROPERTY NOTICE PZ-21-11667 V LOOKiIVG NTS Entertainment Venue at Arlo Hotel Seal and Signature Donald F. Wolfe Jr., A,chlted Florida Reg. AR 009944 A001 Address 2235 NW Miami Court Miami Florida 33127 Folio: 01-3125-048-0070 Zoning T6-8-0 NRD-1 Wynwood Lot Area (Gross s.f.) 31,528 0.7238 acres Preaektnoo Lot/sea-To be used mrdeoemr&rtaeal,merbM Lot Area (Net s.f.) 31,390 0.7206 acres Pona.di,xioo Lot Area Used tor im,a..rwe& open spaceo...iions Project Description/Uses: Lodging/Commercial LOT OCCUPATION required/allowed provided code section A. Lot Area B. Lot Width C. Lot Coverage D. Floor Lot Ratio (FLR) E. Frontage at Setback F. Open Space G. Density 5000 s.f. min; 40,000 s.f. max I 31,390 s.f. NRD Articles 50 k min. I 131'-0" ft. along NW 22nd Street 80% max 25,112 s.f. 76.0% 23,845 s.f. N/A 141,758 s.f. Illustration 5.2 )T6- 8) 70%min. 77.1% 185 I.f. 10% Lot Area min. 3139 s.f. 10.4% 3,272 s.f. 150 du/acre max. (1 lodging unit=0.5 du. unit) I 0.7238 acres 217 units 217 lodging units BUILDING SETBACKS required/allowed provided Principal Fronts (West) North Miami Court (south) NW 22 Street (North) Side (East) Rear 5ft. min 5 ft. (Levels 1 2 3 4 & 5) 7 ft. (Levels 6, 7 & 8) 5 k. min 0 ft. min 0 ft. min 12'-117/8" k. BUILDING HEIGHT required/allowed provided A. Min. Height B. Max. Height C. *Max Benefit Height 2 stories 9 Stories NRD Article 5 Illustration 5.2 (T6- 8) 8 stories 12 Stories total *Participation in the public benefit program or TDRs to be purchased prior to building permit provided PARKING required/allowed 16 Spaces for commercial 72 Spaces provided inside building 9 On -street parking spaces NRD Section 4 Table 2 (T6 -8) A. Lodging 217 Units 0.5 space per Lodging Unit + 0.1 space per Lodging Unit for 108.5 + 21.7 130.2 spaces visitor With 30% parking reduction applied to lodging 30% 91.15 spaces B. Commercial Alcohol Service Establishment : 6,202 sf Lobby Lounge: 1,593 sf Restaurant Indoor Seating: 2,505 sf Retail (Bodega): 177 sf 9,387 sf. 3 spaces per each 1000 s.f. 28.16 spaces With Shared parking reduction applied to Commercial (Divide by 1.3) 21.7 spaces With 30% parking reduction applied to Commercial 30% 15.16 spaces Totals D. On Street Parking Spaces E. Vehicular Entrance on Frontage F. Location of parking above the first story G. Off-street Parking Access Aisle Width Total number of spaces required after all reductions = 106 spaces Payment into the Wynwood Parking Trust Fund for the Proposed Number of Spaces 81 Total spaces provided 25 Spaces purchased 106 Total spaces 30ft. wide min. 20 k. wide 5.6.4. (T6) g Third layer Second layer on North Miami Court 5.6.4 (Section D.) 23 k. 22 ft. Section 4.Table 5 LOADING required/allowed provided Loading Entry Location A. Commercial B. Lodging Within the Third Layer and shall be accessed from Alleys when available, and otherwise from the Secondary Frontage. (primary Front) NW 22 Street 5.6.2 (Section F.) 9,387 s.f. Area OK sf- 50K sf: 0 Berths 1 Commercial Berth 12ft. x 35ft. 217 units 1/300 rooms: (1) 420 sf 12ft. x 35k. Berth Size Berth Dimensions BICYCLE PARKING required/allowed provided 106 vehicular spaces 1 bike per 20 vehicular spaces 6 bicycle Spaces 7 bike spaces plus bicycle storage PROJECT CERTIFICATION Project currently pursuing FGCB Silver Certification NICHOLS BROSCH WURST WOLFE &ASSOCIATES, INC. Patn ck W. Busteetl FI. Reg.AR92081 NOTICE pprI"ari re mavy.a Vicinity Map.1 NTS LEGAL DESCRIPTION RECORDED IN PLAT BOOK B, PAGE 53, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORI. AND A PORTION OF THE TWELVE FOOT WIDE ALLEVVAGATED AND RESERVED AS A UTILITY EASEMENT BY CItt OF FLORIDA, BEING MORE PARTICULAR, DESCRIBED AS FOLLOWS, vEHNIFOR INDE PU pucausVAII=191-1W or GLAW, xr Z NED" BEING BOUNDED ON THE SOUTH BY THE NORTH RIGI,OF-WAY LINE OF NW 22ND STREET, AND BOUNDED ON THE WEST BY THE EAST LINE OF LOTS 6,7,10 AND 11,ALL BEING IN SAID lyCKE1 AND BOUNDED ON THEE EAST BY PAGE 1686 OF SAID PUBLIC RECORDS OF MAMI-DADE COUNT, FLORIDA FOLIO NO 01-312,0..70 Entertainment Venue at Arlo Hotel 2217 NW Miami Court Miami FL I33127 A002 09.02.2022 123' - 8 7/8" 73' - 9 1/2" OH off ARTIFICIAL TURF AREA POOL _ `v EQUIPMENT AND STAIR AN NMI_ PEFLECTANCEVALUE OF EENaloa er TApall a/C equipment to , --be screened tram Kew 12'-8 15/16" 30'-4 15/16" MECHANICAL EQUIPMENT AT LEVEL 5 (SCREENED t FROM VIEW) PROPS TY o t / LINE(TYP) I RED HATCH INDICATES THE EXTENT OF THE ENTERTAINMENT VENUE, AT GROUND FLOOR AND MEZZANINE BUILDING SETBACK - LEVELS 1 TO 5 BUILDING STEPBACK- LEVELS 6TO 6 NICHOLS BROSCH WURST WOLFE &ASSOCIATES, INC. S 0 0' 00" E 240.69' LANDSCAPED COURTYARD AT LEVEL 3 FIBERGLASS PLANTERS (DP.) N.W. MIAMI COURT 50' PUBLIC RIGHT OF WAY CL. DENOTES PROPOSED LOCATION OF FPL VAULT AT GROUND LEVEL FIXED AWf BONE BA WOOD POLE TO BE RELOCATED DEDICATION 1 GROSS LOT AREA:31,528 SF NET LOT AREA: 31,390 SF (AFTER B.B.L. DEDICATION) PROPOSED LANDSCAPING AREA (TYP) 9' - 11 112• I GHT OF WAY PLAT B PAGE E 3 5-0' 2nd Layer 1st Lay 25'-0'MIN. FPL CONC. POWER POLE W/LIGHT 1- w w PROPERTY 3 LINE(TYP) I LLo U% J -c N N 20FT SETBACK FROM POLE BB . (TYP) 1 T I / I I FPL CONC. 1 POWER POLE I 25' 25' VISIBILITY TRIANGLE Entertainment Venue at Arlo Hotel Seal and Signature Donald F.Wolfe Jr., Architect Florida Reg. AR 009944 PZ-21-11667 A100 615/16" 21'-6" 3'-111/16" 18'- 25/16" 31'-6" WXIDETTHE WALKWAY OVI 'PROVIDE 2-HR FIRE r>yFo°Rs IR IN ET, ELONGAIg PERS' QC., TO THE DOMINANT DIRE TION OF TRAVEL AND LO, ON ZIVUE Y;/A is W NGVoF II- -ME DRAI O GROUND LEVEL- ALCOHOL SERVICE ESTABLISHMENT NICHOLS BROSCH WURST WOLFE &ASSOCIATES, INC. GROUND FLOOR 5,364 150. Ff. MEZZANI E. SS SO. Ff. TOTAL 6ASS, S0. Ff. NW MIAMI COURT Pat. W. Busieed FI. Reg.AR92081 CHEMICAL STORAGE 25' - 0 1/2" 22'-71/2" 20'-95/16" FOLDING WINDOWS, SCHEDULE RESTAURANT HATCH INDICATES ARLO HOTEL AREA, UNDER A SEPARATE PERMIT. LAYOUT SHOWN HERE FOR —REFERENCE OILY— BAR II I 111 28' u1� 25 x25 / VISIBILITY TRIANGLE'' 25'-0"MIN. Entertainment Venue at Arlo Hotel 2217 NW Miami Court Miami FL 133127 NOTICE = PZ-21-11667 z A101 09.02.2022 FOF, CONDUIT 21'-6 GROUND FLOOR TOTAL 5,364 1 SP FT 337 4SP FT. 629299 SP FT. THATCH INDICATES ARLO HOTEL AREA, UNDER SEPARATE PERMIT. \LAYOUT SHOWN HERE FOR \REFERENCE ONLY ------------------------------ 31' O MEZZANINE -ALCOHOL SERVICE ESTABLISHMENT 0 NICHOLS BROSCH WURST WOLFE &ASSOCIATES, INC. PaN ck W. Busteed FI. Reg.AR92081 25' - 0 1/2" 22' - 7 1/2" 22'-3 13/16" T Entertainment Venue at Arlo Hotel 2217 NW Miami Court Miami FL I33127 NOTICE he inform...1 at the public hearholmendera PZ-21-11667 A102 09.02.2022 • I • Im i IIIIIIIIIIIIIIIIIIII III A 11'-21/2" 10' O MEZZANINE NICHOLS BROSCH WURST WOLFE &ASSOCIATES, INC. HATCH INDICATES ARLO HOTEL y AREA, UNDER SEPARATE PERMIT. \LAYOUT SHOWN HERE FOR WEFERENCE ONLY Entertainment Venue at Arlo Hotel T 22'-3 13/16" Seal and Signature Patrick W. Busteed, Archieed Floe. Reg. AR92081 NOTICE PZ-21-11667 A102 28,2022 O ti WEST ELEVATION E. VENUE =® ti Level2 zs-9" MEZZANINE S r2-9" GROUND LEVEL EAST ELEVATION E. VENUE L - L NORTH ELEVATION E. VENUE NICHOLS BROSCH WURST WOLFE &ASSOCIATES, INC. IDA $ Lzs-evel,9" h q MEZZAr2-9"NINE $ GROUND LEVEL pia®' NOTICE PZ-21-11667 KEYNOTE LEGEND k DESCRIPTION ED'I SAND FLOAT STUCCO FINISH ON MASONRY/CAST-IN-PLACE CONCRETE SUBSTRATEHIGH BUILD,ACRYLIC WATERPROOF COATING (BASF MASTERPROTECT C350/HB460, OR ACEPTABLE EQUIVALENT). COLOR TO BE SELECTED BY ARCHITECT. Ell WEATHERPROOF ALUM. LOUVER ASSEMBLYW/ BIRD SCREEN AND EPS/POWDER COAT FINISH TO MEET WINDLOAD & IMPACT REQUIREMENTS. COLOR TO BE SELECTED BY ARCHITECT. E12 STUCCO CONTROL JOINT (CONCAVE TOOLED). E25 STEEL W SHAPE BEAM ( SEE STRUCTURAL DWG.S) W/ PAINT FINISH TO MATCH CANOPY. E30 ALUMINUM SCREEN ASSEMBLY W/ BAKED ON FLUOROPOLYMER FINISH MECHANICALLY FASTENED TO ALUMINUM TUBE STRUCTURE FASTENED TO BUILDING STRUCTURE, DESIGNED TO COMPLYWITH FLORIDA BUILDING CODE E35 EXPOSED REINF. CONC.COLUMNS— SEE STRUC. DWGS. APPLY ARCHITECTURAL FINISHING MORTAR THROUGHOUT EXPOSED CONC. COLUMN, TO FILL MINOR VOIDS, BUG HOLES AND RESURFACED CONC.; THEN APPLY WATERPROOFING, ELASTOMERIC CLEAR COATING (BREATHABLE ) FINISH. E4] 5 FEET PRIVACY FENCE TO COMPLYWITH APPLICABLE CODE REQUIREMENTS. SUBMIT SHOP DRAWINGS BY A SPECIALTY ENGINEER FOR REVIEW AND APPROVAL. FINISH TO BE SELECTED BY ARCHITECT. E52 ALUMINUM FRAMED/GLASS CANOPY BYA SPECIALTY ENGINEER LICENSED IN THE STATE OF FLORIDA. SUBMIT SIGNED AND SEALED SHOP DRAWINGS. Entertainment Venue at Arlo Hotel Seal and Signature r— Flonda Reg. AR 009944 Level3 Le l2 zs-9" MEZZANINE rr-9" A200 NICHOLS BROSCH WURST WOLFE &ASSOCIATES, INC. ACCESS TO VENUE AT NORTH-EAST CORNER OF PROPERTY N.T.S. Entertainment Venue at Arlo Hotel Seal and Signature Donald F. Wolfe Jr., Architect Flonda Reg. AR 009944 NOTICE PZ-21-11667 NICHOLS BROSCH WURST WOLFE &ASSOCIATES, INC. ACCESS TO VENUE FROM EAST SIDE OF PROPERTY N.T.S. Entertainment Venue at Arlo Hotel Seal and Signature Donald F. Wolfe Jr., Architect Flonda Reg. AR 009944 NOTICE PZ-21-11667 ACKNOWLEDGEMENT BY APPLICANT 1. The Department of Resilience and Public Works, Transportation, Coordinated Review Comm and County agencies review zoning public hearing requests and provide input, which may affec and outcome of my hearing. These reviews may require additional hearings before other City and Co boards, which may result in the modification of plans, studies and/or the proffering of agreements to be recorded. The submission and acceptance of a request for public hearing means that the application is ready to be scheduled for public hearing. I am also aware that I must comply promptly with any City or County conditions and notify the Hearing Boards (Hearing Boards) in writing if my public hearing application will be withdrawn. This submrtal needs to be scheduled fora public hearing In accordance with timelines set forth In the City of Miami Code. The applicable decislon-making body MIL redewthe Information at the pubic hearing to render a recommendation or a final decidon. PZ-21-11667 12/29/22 2, Filing fees may not be the total cost of a hearing. Some requests require notices to be mailed to property owners up to a mile from the subject property and I am responsible for paying the additional radius mailing costs. In addition to mailing costs, I am responsible for additional fees related to application changes, plan revisions, deferrals, re -advertising, etc. that may be incurred. I understand that fees must be paid promptly, The only fees that will be refunded after the submission and acceptance of an application for public hearing has occurred will be the surcharge fees related to appeals, as expressly listed in Chapter 62 of the City Code (Code). 3. Requests for public hearing will be scheduled by the Hearing Boards in accordance with the scheduling timeline set forth in the Code and the Zoning Ordinance of the City of Miami (Miami 21), as applicable. I must submit any requests to reschedule, continue or defer my hearing date to the attention of the decision -making body for its consideration and vote at the public hearing on which my application is scheduled to be heard. I understand that any requests by the applicant to reschedule, continue or defer the hearing date that are granted shall incur a $1,000.00 fee, as per the Code. 4. Applicable Florida Building Code requirements, or other applicable requirements, may affect my ability to obtain a building permit even if my zoning application is approved; and a building permit will probably be required. I am responsible for obtaining any required permits and inspections for all structures and additions proposed, or built, without permits. In addition, a Certificate of Use (C.U.) must be obtained for the use of the property after it has been approved at a zoning public hearing. Failure to obtain the required permits and/or C.U., Certificates of Completion (C.C.), or Certificate of Occupancy (C.O.) will result in an enforcement action against any occupant and owner. Submittal of the zoning public hearing request may not forestall enforcement action against the property. 5. If my request is denied, deferred, or otherwise not approved, I understand that I will not be reimbursed for any fees paid. 6. Any requests by the applicant to reschedule, continue or defer the hearing date that are granted shall incur a $1,000.00 fee, as per the Code. 7. Any covenant to be voluntarily proffered must be submitted in word format to the Planning Department and to the Office of the City Attorney through ePlan for review and comments from the Planning Department, Office of the City Attorney, and any other City departments as deemed necessary. The covenant will be reviewed in ePlan and the applicant will be notified of any necessary changes, corrections or comments through ePlan. Once the covenant receives a recommendation of approval from the Planning department and as to legal form, Hearing Boards staff will extract the approved covenant directly from ePlan to include as part of the agenda. The applicant is responsible to submit to the Hearing Boards the signed covenant with a current Opinion of Title no later than two (2) weeks prior to the initial public hearing. I understand that any requests by the applicant to reschedule, continue or defer the hearing date that are granted shall incur a $1,000.00 fee, per instance, as per the Code. Acknowledgment by Applicant Updated 08,13.2020 Page 1 of 4 8. Any and all documents submitted must be accompanied by a cover letter indicating the su application number and hearing date. Ian Bacheikov* Applicant(s) Name Printed Applicant(s) Signature and Date *Attorney, Wynwood DC Propco LLC This submrtal needs to be scheduled fora public hearing In accordance with timelines set forth In the City of Miami Code. The applicable decislon-making body MIL redewthe Information at the pubic hearing to render a recommendation or a final decidon. STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me by means of ❑ physical presence or ❑ online notarization, this December acknowledging), who is identification. [Notary Seal] 20 21 by lan Bacheikov* r who has produced ''% RICKY JOHNSON bzNotary Public -State of Florida Commission 0 HH 163499 My Commission Expires August 10, 2026 PZ-21-11667 12/29/22 (name of person as /11-c // 7' Name typed, printed or stamped My Commission Expires: 0 / 0 ?s• STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me by means of ❑ physical presence or ❑ online notarization, this , 20 by (name of officer or agent, title of officer or agent), of (name of corporation acknowledging), a State of Florida corporation, on behalf of the corporation. He/she is personally known to me or has produced as identification. [Notary Seal] Notary Public Name typed, printed or stamped My Commission Expires: Acknowledgment by Applicant Updated 08.13.2020 Page 2 of 4 re view the I nfornnation at the pubUc hearing to render a PZ-21'11887 12/29/22 STATE OF FLORIDA COUNTY OFK0IAN|'DADE The foregoing instrument was acknowledged before me by means of 1:1 physical presence or El online notarization, this .20__ by (name of member, managor, officer oragent, title ofmember, manager, officer oragonV. of (name ofcompany ocknowledging).aState of Florida limited liability company, on behalf of the company, who is personally known to me or has produced as identification, [Notary Seal] Notary Public Noma h/ped, printed or stamped My Commission Expires: STATE OFFLORIDA COUNTY OF MIAM|-DADE The foregoing instrument was acknowledged before me by means of O physical pnyumnua or O online notarization, this . 20___ by (name of acknowledging partner or agent), partner (or agent) on behalf of (name of partnership), a partnership, He/she is personally known to me or has produced as identification, [Notary Seal] Notary Public Name typed, printed or stamped My Commission Expires: Acknowledgment by Applicant NOTICE This submrtal needs to be scheduled fora public hearing In accordance with timelines set forth In the City of Miami Code. The applicable decislon-making body MIL redewthe Information at the pubic hearing to render a recommendation or a final decidon. STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me by means of ❑ physical presence or ❑ online notarization, this , 20 by PZ-21-11667 12/29/22 (name of attorney in fact) as attorney in fact, who is personally known to me or who has produced as identification on behalf of (name of principal). [Notary Seal] Notary Public Name typed, printed or stamped My Commission Expires: STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me by means of ❑ physical presence or ❑ online notarization, this , 20 by (name and title of position), who is personally known to me or who has produced as identification. [Notary Seal] Notary Public Name typed, printed or stamped My Commission Expires: Acknowledgment by Applicant Updated 08.13.2020 Page 4 of 4 AFFIDAVIT OF AUTHORITY TO AC Before methis day, the undersigned personally appeared Ian Bacheikov, Esq. who being by me first deposes and says: re view the I nfornnation at the pubUc hearing to render a PZ-21'11887 12/29/22 1. That he/she is the owner or the legal representative of the owner, submitting the public hearing application as required by the Code of the City of Mianni. Florida, affecting the nao| property located in the City OfMiami, as listed on the foregoing pages. 2. That all owners who he/she represents, if any, have given his/her full and complete permission for him/her to act in his/her behalf for the Ch8Oga Or rnodifiC8U0D Of a classification or regulation of zoning as set out in the foregoing petition, DO including ar [] not including responses today'to-doyCity staff inquires. 3. That the foregoing and following pages are part of this affidavit and contain the current names, mailing addrennes, telephone numbers and legal descriptions of the real property of which he/she isthe owner orlegal representative. 4. That the facts, asrepresented inthe application and documents submitted inconjunction vvith this affidavit, are true and correct. 5. That o refund, if any, by the City is to be issued to the following person at the address WynwoodDCPmpco.LLCc/o Bryan Davis 407 Lincoln Road, Suite 304, Miami Beach 33139 Further Affiant sayeth not. |an8aoheikov. Esq. Applicant(s) Name Printed STATE OFFLORIDA — COUNTY OFM|AM|-DADE The foregoing was acknowledged before rnethis 20 21 . by |enBaohoikov. Eoq as attorney \Signature day of December who is8(n)individuaKnnrtO9r/aoo nof VVynwoodDCPmpcoLLC G(0) individual/partnership/corporation, He/She aUvknown hon�*or[]who has produced ___ as identification and who 0 did 0 did not take an oath. (Stamp) RICKY JOHNSON OF PsNotaryPublic-State of Florida *E Commission #*Mvmo499 XS MvCommission Expires � Rev. 10-18 CITY OFMIAMI DISCLOSURE OF CONSIDE PROVIDED OR COMMITTED FOR AGREEM SUPPORT OR WITHHOLD OBJECTIO This submrttai needs to be scheduled tors public hearing In accordance with timelines set forth In the City of Miami Code The applicable decislon-making body MIL reeewthe Information at the pubic hearing to render a recommendation or a linaidecidon The City of Miami requires any person or entity requesting approval relief o action from the City Commission or any of its boards, authorities, agencies, councils or committees, to disclose at the commencement (or continuance) of the hearing(s) on the issue, any consideration provided or committed, directly or on its behalf, to any entity or person for an agreement to support or withhold objection to the requested approval, relief or action. "Consideration" includes any gift, payment, contribution, donation, fee, commission, promise or grant of any money, property, service, credit or financial assistance of any kind or value, whether direct or implied, or any promise or agreement to provide any of the foregoing in the future. PZ-21-11667 12/29/22 Individuals retained or employed by a principal as a lobbyist as defined in Sec. 2- 653, and appearing before the City Commission or any of its boards, authorities, agencies, councils or committees solely in the capacity of a lobbyist and not as the applicant, or owners' legal representative are not required to fill out this form. Name: First Name: lan Middle Name: Last Name: Bacheikov Home Address: Home Address Line 1: Home Address Line 2: City: Miami 98 SE 7th St. Suite 1100 State: Florida Zip: FI 33131 Contact Information: Home Phone Number: 305-982-5600 Cell Phone Number: 305-982-5669 Fax Number: Email: ian.bacheikov@akerman.com BUSSINESS or APPLICANT or ENTITY NAME Address Line 1: VVynwood DC Propco LLC c/o Bryan Davis Address Line 2: 407 Lincoln Road, Suite 304, Miami Beach 33139 Doc, No.:86543 Page 1 of 3 CITY OFMIAMI DISCLOSURE OF CONSID PROVIDED OR COMMITTED FOR AGREE SUPPORT OR WITHHOLD OBJECTIO This submrttai needs to be scheduled tors public hearing In accordance with timelines set forth In the City of Miami Code The applicable decislon-making body MIL reeewthe Information at the public hearing to render a recommendation or a linaidecidon Please describe the issue for which you are seeking approval, relief or other acti the City Commission, board, authority, agency, council, or committee. Exception for Alcohol Beverage Service Establishment exceeding 5,000 square feet PZ-21-11667 12/29/22 Has any consideration been provided or committed, directly or on your behalf, to any entity or person for an agreement to support or withhold objection to the requested approval, relief or action? No If your answer to Question 2 is No, do not answer questions 3, 4 & 5 proceed to read and execute the Acknowledgment. If your answer to Question 2 is Yes, please answer questions 3, 4 & 5 and read and execute the Acknowledgement. 1. Please provide the name, address and phone number of the person(s) or entities to whom consideration has been provided or committed. • Name of Person/Entity: • Phone Number of Person/Entity: • Address of Person/Entity: 2. Please describe the nature of the consideration 3. Describe what is being requested in exchange for the consideration. Doc. No.:86543 Pagc 2 of 3 CITY OFMIAMI DISCLOSURE OF CONSIDE PROVIDED OR COMMITTED FORAGREEM SUPPORT OR WITHHOLD OBJECTIO ACKNOWLEDGEMENT OF COMPLIANCE This submrtal needs to be scheduled fora public hearing In accordance with timelines set forth In the City of Miami Code. The applicable decislon-making body MIL redewthe Information at the pubic hearing to render a recommendation or a final decidon. PZ-21-11667 12/29/22 I hereby acknowledge that it is unlawful to employ any device, scheme or artifice to circumvent the disclosure requirements of Ordinance 12918 and such circumvention shall be deemed a violation of the Ordinance; and that in addition to the criminal or civil penalties that may be imposed under the City Code, upon determination by the City Commission that the foregoing disclosure requirement was not fully and timely satisfied the following may occur: 1. the application or order, as applicable, shall be deemed void without further force or effect; and 2. no application from any person or entity for the same issue shall be reviewed or considered by the applicable board(s) until expiration of a period of one year after the nullification of the application or order. PERSON SUBMITTING DISCLOSURE: Signature Sworn to and subscribed before me this day of December 200 21 The foregoing instrument was acknowledged before me by Ian Bacheikov, Esq. who has produced did/did not take an oath. STATE OF FLORIDA CITY OF MIAMIMY COMMISSION EXPIRES: as identification and/or i-..ersonally known tom nd who PP*, RICKY JOHNSON _Notary Public -State of Florida Commission # NH 163499 *Pao My August s10, 2025irea i Doc, No.:86543 Page 3 of 3 F�U���h��U��� ��� OWNERSHIP ����d�_0�A Ul�� DISCLOSURE � ���� J ���_ K ��- K �V� |� F [�����YY� List the owner(s) of the subject property and percentage of ownership. Note: The Miami City Code requires all parties making any presentation, formal re petition to the City Commission or any City board with respect to any real property to re view the I nfornnation at the pubUc hearing to render a disclosure, in writing, of all parties having a financial interest, either direct or indirect, in the subject matter ofsaid presentation, formal request or petition. Such disclosure ehuU indude, but not be limited to. disclosure of all natural persons having an ownership interest, direct or indirect, in the subject real property. A000njinQ|y' disclosure of shareholders of corporations, beneficiaries of trusts, and/or any other interested parties, together with their address(es) and proportionate interest are required. P|eoa* supply additional |iStS. if necessary. C}vvner'oN8n0o(S) VVynwood DC Pmpco' LLC (see attached) PZ-21'11887 12/29/22 Percentage of Ownership 100% Subject Property Add ) 2217NVVMiami Court, 223JNVVMiami Court, and 2285NVVMiami Court, Miami FL List all street address(es) and legal Ueanrodon(o) of any property located within 500 feet of the subject property owned bvany and all parties listed in questiOn#1 above. Please supply additional |iota. if necessary, StreetAddress(es): r/a Legal Description(s): Ian Baohaikm\Esq. / Owner(s) or Attorney Name Owner(s) or Attorney Signature STATE OFFLORIDA - COUNTY OFM|AM|-DADE �� The foregoing was ooknovv|odgedbefore methis ,_/ day of December 20 21 . by |anBanheikov. Esq. aoattorney who isa(n)individua|/partner/ogent/cor ti of vvynwmodDCPmpoo.LLC a(n) individual/partnership/corporation. He/She is1d-personaUyknown tonneor [] who has produced as identification and who [] did [] did not take an oath. Signature Rev. 1048 � R|CKY/C)14?JC_fKi ~^^.' � -=.MY COMMISsion Expires ^.~..°^"��'_ . 2217 NW MIAMI COURT (folio: 01-3125-048-0110) / 2233 NW MIAMI CO 3125-048-0080) / 2235 NW MIAMI COURT (folio: 01-3125-048-0070) Property Owned by: Wynwood DC Propco LLC c/o Quadrum Global 407 Lincoln Road, Suite 304 Miami Beach, FL 33139 Wynwood DC Propco LLC Owned by: Wynwood DC LP c/o Quadrum Global 407 Lincoln Road, Suite 304 Miami Beach, FL 33139 Wynwood DC LP Owned by: Quadrum PIII Holdings Corp. c/o Quadrum Global 407 Lincoln Road, Suite 304 Miami Beach, FL 33139 Quadrum PIII Holdings Corp. Owned by: Quadrum Atlantic SPC — Atlantic Core Fund SP c/o Quadrum Global 407 Lincoln Road, Suite 304 Miami Beach, FL 33139 Quadrum US Corp. c/o Quadrum Global 407 Lincoln Road, Suite 304 Miami Beach, FL 33139 Quadrum Atlantic SPC — Atlantic Core Fund SP Owned by: Sagittarius Investments Holdings Limited c/o Quadrum Global 407 Lincoln Road, Suite 304 Miami Beach, FL 33139 Cancer Investments Holdings Limited c/o Quadrum Global 407 Lincoln Road, Suite 304 Thls submittal needs to be scheduled for a public hearing In accordance wth timelines set forth in the City of Mlaml GOOe. The applicable decision -ma Xing body will review the information at the public hearing to render a recommendation or a final decla on. PZ-21-11667 12/29/22 100% 100% 99.8% 0.2% 49.5% 49.5% 61657165;1 61757176;1 4 PURL/ G 0 4- a. Miami Beach, FL 33139 Hiron Capital Limited c/o Quadrum Global 407 Lincoln Road, Suite 304 Miami Beach, FL 33139 Quadrum US Corp. Owned by: Quadrum Global Limited c/o Quadrum Global 407 Lincoln Road, Suite 304 Miami Beach, FL 33139 Sagittarius Investments Holdings Limited Owned By: Aquarius Trust c/o NJ Batiste PO Box 141, La Tonnelle House, Les Banques St. Sampson, Guernsey GY1 3HS Dolphin Trust c/o NJ Batiste PO Box 141, La Tonnelle House, Les Banques St. Sampson, Guernsey GY1 3HS Auriga Trust c/o NJ Batiste PO Box 141, La Tonnelle House, Les Banques St. Sampson, Guernsey GY1 3HS Draco Trust c/o NJ Batiste PO Box 141, La Tonnelle House, Les Banques St. Sampson, Guernsey GY1 3HS Cancer Investments Holdings Limited Owned By: Korallovo Trust Mairi Redmond 19 Par -la -Ville Road, 1st Floor Hamilton HM 11, Bermuda Hiron Capital Limited Owned By: Maximus Holdings Trust NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh bmellnee set forth in the City of Miami Code. The appLIca o decision -malting bodyodL rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-11667 12/29/22 sN SEW cO�Qv 100% 25% 25% 25% 25% 100% 100% 61657165;1 61757176;1 4 PURL/ c/o Georgios Koukos Elenion Building, 5 Themistocles Dervis Street CY-1066 Nicosia P.O. Box 22569, CY-1310 Nicosia, Cyprus Quadrum Global Limited Owned By: Hiron Capital Limited Hiron Capital Limited Owned By: Maximus Holdings Trust c/o Georgios Koukos Elenion Building, 5 Themistocles Dervis Street CY-1066 Nicosia P.O. Box 22569, CY-1310 Nicosia, Cyprus NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh bmellnee set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decid on. PZ-21-11667 12/29/22 sN SEW cO�Qv 100% 100% 61657165;1 61757176;1 Delaware The First State This submittal needs to be scheduled for a public hearing In acoordanre whh Id matinee set forth in the City of Miami Code. The appLIca decision -making body NOR redew the information at the pubdc hearing to render a recommendation or a final decla on. PZ-21-11667 12/29/22 I, JEFFREY W. BULLOCK, SECRETARY OF STATE OF THE STATE OF DELAWARE, DO HEREBY CERTIFY "WYNWOOD DC PROPCO LLC" IS DULY FORMED UNDER THE LAWS OF THE STATE OF DELAWARE AND IS IN GOOD STANDING AND HAS A LEGAL EXISTENCE SO FAR AS THE RECORDS OF THIS OFFICE SHOW, AS OF THE FOURTH DAY OF JANUARY, A.D. 2022. AND I DO HEREBY FURTHER CERTIFY THAT THE ANNUAL TAXES HAVE BEEN PAID TO DATE. 7166412 8300 SR# 20220021248 You may verify this certificate online at corp.delaware.gov/authver.shtml Authentication: 202311933 Date: 01-04-22 WRITTEN CONSENT OF WYNWOOD DC PROPCO LLC This submittal needs to be schebu led bra public hearing In accordance wilt timelines set forth in the City of Miami Code. The appllcade deoIdon-making body mil review the Information at the public hearing to render a recommendation or a final decision. The undersigned, being Director of WYNWOOD DC PROPCO LLC, a Delaware limited liability company (the "Company"), does hereby consent and agree to the adoption of, and does hereby adopt, the following resolutions of the Company in lieu of holding a meeting in accordance with the governing documents of the Company, and directs that these resolutions be filed in the records of the Company: WHEREAS, in regard to the Company's properties at 2217 NW Miami Court, 2233 NW Miami Court and 2235 NW Miami Court in Miami, Florida, the undersigned Director deems it advisable and in the best interests of the Company for the Company to join in and submit an application to the City of Miami seeking approval of an Exception, generally prepared in accordance with the application forms published by the City of Miami (collectively, the "Application"), and WHEREAS, in connection with the preparation, filing and formal review and processing of the Application, including without limitation the execution and delivery of any and all documents and forms required for the Application, the undersigned Director deems it advisable and in the best interests of the Company for the Company to grant Ian Bacheikov, Marissa Amuial, and Cecilia Torres -Toledo a power of attorney pursuant to that certain Power of Attorney attached hereto as Exhibit A (the "Power of Attorney"). NOW THEREFORE, BE IT RESOLVED, that the Application and the Power of Attorney are hereby authorized, approved, adopted, confirmed and ratified in all respects; FURTHER RESOLVED, that any member, Director, officer or other authorized representative of the Company (each being referred to herein as an "Authorized Person"), be and hereby is, authorized and empowered to execute and deliver on behalf of the Company any and all agreements, instruments, certificates or documents necessary to consummate or effectuate the Application and the Power of Attorney, in the name and on behalf of the Company; FURTHER RESOLVED, that each Authorized Person is hereby authorized, empowered and directed, in the name and on behalf of the Company to make or cause to be made, and to execute and deliver, all such agreements, documents, instruments and certifications, and to do or cause to be done all such acts and things, and to take all such steps, as he or she may at any time or times deem necessary or desirable in order to carry out the intent and purposes of the foregoing resolutions; and FURTHER RESOLVED, that the authorities and approvals hereby conferred shall be deemed retroactive, and any and all acts authorized and approved herein that were performed prior to the passage of this resolution be, and they hereby are, approved, ratified and confirmed in all respects. [Signature on following page] 61225606;1 This submittal needs to be schebu led bra public hearing In accordance wilt timelines set forth in the City of Miami Code. The appllcade deoIdon-making body mil review the Information at the public hearing to render a recommendation or a final decision. IN WITNESS WHEREOF, the undersigned has executed this Written Consent as of th of December, 2021. WYNWOOD DC PROPCO LLC By: Name: Bryan Davis Title: Director of WYNWOOD DC PROPCO LLC 61225606; l Exhibit A POWER OF ATTORNEY This submittal needs to be schebu Led bra public hearing In accordance wilt timelines set forth in the City of Miami Dade. The appllcade deoIdon-making body mil review the Information at the public hearing to render a recommendation or a final decision. KNOW ALL MEN BY THESE PRESENTS, that WYNWOOD DC PROPCO L Delaware limited liability company, has made, constituted and appointed, and by these presents do make, constitute and appoint IAN G. BACHEIKOV, MARISSA AMUIAL, and CECILIA TORRES-TOLEDO its true and lawful attorneys in its stead to execute all documents and instruments required with respect to an Exception for an alcohol beverage service establishment, in connection with the Arlo Wynwood Hotel development, under the requirements of the City of Miami Code of Ordinances and Miami 21 zoning code, for the properties located at 2217 NW Miami Court, 2233 NW Miami Court and 2235 NW Miami Court in the City of Miami, submitted to the Office of Hearing Boards and other reviewing City departments, giving and granting unto IAN G. BACHEIKOV, MARISSA AMUTAL, and CECILIA TORRES- TOLEDO its said attorneys, full power and authority to do and perform all and every act and thing whatsoever requisite and necessary to be done with respect to the aforementioned Exception as fully, to all intents and purposes, as it might or could do if personally present (including, without limitation, preparing, executing and filing all documents and applications), with full power of substitution and revocation, hereby ratifying and confirming all that said attorney or his substitute shall lawfully do or cause to be done by virtue hereof. IN WITNESS WHEREOF, I have hereunto set my/our hand(s) and seal(s) this day of December 2021. Signed and delivered in the presence of: Witn with LI STATE OF COUNTY OF New York New York ) SS: ;) WYNWOOD DC PROPCO LLC By: Name: Bryan Davis Title: Director The foregoing instrument was acknowledged before me this 13 day of December, 2021, by Bryan Davis, as Director for WYNWOOD DC PROPCO LLC, who appeared by means of [ ] physical presence or 54 online notarization, and is [>(personally known to me [ ] or who has produced a as identification. NOTARY PUBLIC Print Name: Jared White, Esq. 61225606;1 My commission expires: JARED D WHITE NOTARY PUBLIC -STATE OF NEW YORK No, 02 W H6297662 OLi. hliad m New York County Gornrom oro E uptze60272717.2012 This subrnttaL needs to he scheduled fora public hearing in accordance vdth tirne[ines set forth in the City of Milan', Code. The applicable decIsion-rna king body wn review the information at the pubic hearing to render a recarnraendarion or a final decision. PZ-21-11667 12/29/22 W.1111111666k. - " 11111111111111111111111011 in IN AM 11 11 P1111 rift st um am min m 1111111111 sw m 11111 it us as it in us in in 11111,1111111 111 111 III 71 111 . • SR MI- MS Jy al al al oil RI NI al el s.50c._41 11111111111111 1171110 q11 MAI of DISCLOSURE AFFIDAVIT OF NO MONIES DUE TO THE CITY 03-0 In accordance with Section 2-208 of the Code of the City of Miami, Florida, as amended, (` permits prohibited, non- homestead properties", permits shall not be issued for a non -homes outstanding code enforcement violations, building violations, or any relevant city lien or invoice City. Permits required to cure life safety issues, permits which are required to bring outstandi compliance, or permits for any properties owned by a governmental entity are exempted from this prohibition. This su bmidal needs to be scheduled fora public hearing in caCance wkh Gmellnes set forth in the city of Miami Ccde.The applica de decision -making bodywlll renew the information al the public hearing to render a recommendation or a final decision. Each owner for each address listed as a party to the application needs to sign and submit this disclosure/affidavit. If an omission is the result of City of Miami oversight, then the City will notify the applicant and provide time for the applicant to resolve the issue within ninety (90) days. The project can be terminated by the City of Miami after the 90th day. Note: If you are a lessee on City of Miami -owned property, you must contact the Department of Real Estate and Asset Management to have this form completed by an authorized person. Name (title and name of entity as well, if applicable): Wynwood DC Propco LLC Address/ City / State / Zip: 407 Lincoln Road, Suite 304, Miami Beach FL 33139 Phone No: 305-374-5600 Email: ian.bacheikov@akerman.com Bryan Davis` (please check one of the following): [ ] homestead properties. , hereby certify that all the addresses listed on this application are *Director of Wynwood DC Propco LLC [X] non -homestead properties, and that there are no open code enforcement violations, building violations, City liens, or invoices due and owing to the City on any of the addresses listed on this application. I certify that any City of Miami covenants on the properties are in full compliance and no associated monies due to the City. I certify there are no past due rent payments or associated interest due to the City for any of the addresses listed on this application. [ ] non -homestead properties that have open code enforcement violations, building violations, City liens, and/or invoices due and owing to the City. Please explain (required): I understand this application shall be terminated after ninety (90) days should any of the addresses listed on this application be found to not be in compliance with Section 2-208 of the City Code or with any covenant conditions attached to the land. 12/13/2021 Signature of the Property Owner Date } State of I New York } County of New York Sworn to and subscribed before me by means of physical presence OR _✓ online notarization this 13th day of December 20 21 by Bryan Davis` Personally known (or Produced Identification ( ) Type of Identification produced (SEAL) JARED D WHITE NOTARY PUBLIC -STATE OF NEW YORK No. 02WH6297662 Qualified in New York County MyCommiExpires 01-14-1022 Page 1 of 1 Torres -Toledo, Cecilia (Assoc-Mia) From: Bryan Davis <bdavis@quadrumglobal.com> Sent: Tuesday, November 22, 2022 8:59 AM To: Torres -Toledo, Cecilia (Assoc-Mia) Subject: FW: Payment Confirmation: 2022326001-38 [External to Akerman] See below. Bryan Davis Mobile: +1 415 627 8487 Original message From: ipayment@corebt.com Date: 11/22/22 8:58 AM (GMT-05:00) To: Bryan Davis <bdavis@quadrumglobal.com> Subject: Payment Confirmation: 2022326001-38 Department of Finance Online Payments Receipt Your Reference Number: 2022326001-38 11/22/2022 8:58:04 AM Web_user If you have a Transaction ID, please click here 2022326001-38-1 Trans ID: 930243 Business Name: CO M $5,761.10 Lien Search $2,261.10 Fee Name: MISCELLANEOUS - PLANNING Lien Search $3,500.00 Fee Name: 1 EXCEPTION - REQUIRING CITY COMMISSION REVIEW (EXCEPT CS AND T3) PER EACH REQUEST PER FOLIO TOTAL AMOUNT:$5,761.10 PAYMENT Mastercard Credit Sale $5,761.10 Card Number: ************4809 First Name: Bryan Last Name: Davis 2 Permit Number: "Requests, Name. Address l: Address 2: a69 Email' 'Phone 1: Phone 2: Comments Folio Numtcr. Last Updated By. Fast Updated Date: Financial Transaction PZ2111887 Ilan Bacheikov obo VVYNWOOD DC PROPCO LLC zip ( Wl1) 982 -I5809 I lI I Public Hearing fees per Ch 62-22 I RIVERSIDE\MFincher IDec/2912022 10:29 1T RsolPt Sale rand a End 2.2303001-124 3085720 M P:ni Fee Calaway 1-1.PING BOARDS -APPLICATION/APPEAL HEARING BOARDS - PUBLIC HEARING HEARING BOARDS - PUBLIC NEARING HEARING BOARDS - PUBLIC HEARING HEARING BOARDS - PUBLIC FEARING HEAPING BORPS3 - PUBLIC H EARINO 1 Fearless/h. EXCEPTION REQUIRING CITY COMMISSION REVIEW (EXCEPT CSANOT3) PEREAQO REQUEST PERFCUO PUBLIC HEARING - PENERTISING PUENC HEARING-MEETINGMAILNOT.-NEIGHBORS PUBIC HEARNG-MEETING MAIL NOTICE -REGISTEREDHOASAND PERSONS PUBIC FEARING- CNE PROPERTY POSTING PU0.1C HEARING- MEETING MAIL NOTICE-APPLICANTMPFEALWfF /rub Une Code FeeAmou4. Ms415 1 UNITS 41250m 11.220 2 UNITS $3p00-00 MS225 116 NGHXHRGS 15.00 1.2226 30 NCH X HUGS $17100 MS443 2 UNITS $400.00 36241 UNITS WOO