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HomeMy WebLinkAboutApplication and Supporting DocumentsPU8Li * IwcoRV-OIAIEO � I { r} F& Fitt Name: Email: City of Miami Planning Departs rnt & Office of Zoning httpl/www.niarrigov.com'plannin httpl/www miarrigov.com'zoning E-mail eplanpz mmiamigov.com Planning (305) 416-1400 Zoning (305) 416-1495 Carli Last Name: ckoshal@brzoninglaw.com SAP Designation Application Application Koshal 0/ Q. NOTICE ThIs submtal needs m be scheduled fora pubUc hearing in accordance wile timellntl set forth In the City of Miami Code. The apt. daemon-makingbody will reolewMe Informal on at the put,. hearing to render a recommendedon or a final decid on. PZ-21-10809 08/20/21 _ V ktV!EW C0 PRIMARY APPLICANT INFORMATION Fitt Name: Corporation: SPV Realty LC Address: 5205 NE2 COURT City: Miami Email: ckoshal@brzoninglaw.com Last Name: State: Phone: Florida Tip: (305) 374-5300 33137 PRIMARY OWNER INFORMATION Fitt Name: Corporation: SPV Realty LC Address: 5205 NE2 COURT City: Miami Email: ckoshal@brzoninglaw.com Last Name: State: Phone: Florida Tip: (305) 377-6223 33137 PROJECT INFORMATION Project Name: Project Address: City: Master Folio Nmnber: Sabal Patin Village SAP 5035 NE 2 AV Miami 0132190130040 State: Florida Unit Number: Tip: 33137 2 Gl Pf18�/ SIGNATURE Co 0 a That under the penalty ofperjury, I declare that all the information contained in this permit application is accurate to the best of my • 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 of the permit, the City of Miami's codes and all other applicab 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 pemits rmy be required unless specifically covered with the submittal of this application. • That there may be additional permits required from other entities. • Fees shall be paid prior to the review and issuance of the pemit, as necessary. • Permit fees are non-refundable ... N.`vr NOTICE This submittal needs to de sr.Aeduted fore pulUc nearing in accordance wen timelines set forth In the City of Mlaml Coble. The applicable ...on-makingbody will reelewMe Information at the palate hearing to render a recommended=or a final decidon. PZ-21-10809 08/20/21 tiS\14' VIEW CO' APPLICANT OWNER / OWNER REPRESENTATIVE Fits t Name: Sharon Signature: Date: Last Olson First Name: Sharon Signature: Date: a�- Last Olson lson 2 0 ACKNOWLEDGEMENT BY APPLICANT 1. The Department of Resilience and Public Works, Transportation, Coordinated Review Commi and County agencies review zoning public hearing requests and provide input, which may affect and outcome of my hearing. These reviews may require additional hearings before other City and C 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 submittal needs to be schebu led bra public hearing In accordance wilt timelines set forth in the City of Miami Cede. The appllcade deoIdon-making burly mil review the Information at the public hearing to render a recommendation or a final decision. 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 2 8. Any and all documents submitted must be accompanied by a cover letter indicating the sub application number and hearing date. SPV Realty LC This submittal needs to be schebu led bra public hearing In accordance wilt timelines set forth in the City of Miami Cede. The appllcade deoIdon-making burly mil review the Information at the public hearing to render a recommendation or a final decision. on behalf of SPV Realty LC Applicant(s) Name Printed Applicant(s) Signature and Date STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me by means of 0 physical presence or ®online notarization, this `I cipj o .kne 2021 by US410 TOC651.-ll I (name of person acknowledging), who is personally known to me or who has produced DY1\JC. rS U identification. [Not_.‘��' 0 rr ONCE 14 pRY4 Iranid M. Velazquez-Escudero NOTARY PUBLIC +ST: - :EFC�RIDA Comm# GG206119 Expires 4/11/2022 ommission Expires:CA as 0 PUBL, 0 ix docerify 2021 Lobbyist Registration Form MTL Signed.pdf DocVerify ID: 079BFAF9-A5B9-4A91-8DFB-AA82DB39DDB6 Created: February 24, 2021 11:56,28 -8:00 Pages: 2 Electronic Notary: Yes / State: FL NOTICE This submittal needs to be scheduled fora public hearing in accordance with tmellnes set forth in the City of Miami Ccde. The applicade decision-rna king bury will renew the information at the public hearing to render a recommendation or a final decision. V�i► W EVIECOB@ PZ-21-10809 08/20/21 This document is a DocVerify VeriVaulted protected version of the document named above. It was created by a notary or on the behalf of a notary, and it is also a DocVerify E-Sign document, which means this document was created for the purposes of Electronic Signes and/or Electronic Notary. Tampered or altered documents can be easily verified and validated with the DocVerify veriCheck systeia -r�.33 Go to www.docverlfy.com at any time to verify or validate the authenticity and integrity of this or any other DocVerify VeriVafpd dlmenk' i i E-Signature Summary E-Signature Notary: Betty Llerena (BII) February 24, 2021 11:58:07 -8:00 [BF7E3B598EDD] [162.244.152.118] bllerena@brzoninglaw.com 1 IIIIIII IIIII IIII IIIIII IIII IIIIII IIII IIIII IIIII IIIIII IIIII IIIII III IIII DocVerify docurnents cannot be altered or tampered with in any way once they are protected by the DocVerify VeriVault System. Best viewed with Adobe Reader or Adobe Acrobat. At visible electronic signatures contained in this document are symbolic representations of the persons signature, and not intended to be an accurate depiction of the persons actual signature as defined by various Acts and/or Laws. 0 DocVerify ID: 0798FAF9-A5B9-4A91-8DFB-AA82DB39DDB6 www.docverify.com Generated Cover Page AA82DB39DDB6 1111 MMEtifIfi o0 079BFAF9-A559-4A91-8DFB-AA82DB39 D DocuSign Envelope ID: 338E1294-7957-4CCD-97C4-CO1F5FCFE2C9 Note: Annual Registration Expires on 12/31/2021 CITY OF MIAMI LOBBYIST REGISTRATION FORM Instructions: Please complete all sections of this form and submit the completed form, fee(s), to the Office of the City Clerk. If you need more space to complete a section, use a of paper. If you have nothing to report in a particular section, you must type or print "None that section. IF ANY SECTION IS LEFT BLANK, THE FORM WILL NOT BE ACCEPTED. This submittal needs to be scheduled for a public hearing in accordance with tlmellnes Set forth in the City of Miami Ccde. The applicade decision-rna king body will renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 Important: It is the responsibility of the lobbyist to ensure that ALL active lobbyist registration forms, including active lobbyist registration forms submitted in previous years, remain up-to-date. (1) Lobbyist Name: Tapanes Llahues, Melissa (Last Name, First Name, Middle Initial) Are you a Principal of the corporation, partnership, trust, etc.? YES NO (you must check YES or NO) Business Phone: 305-374-5300 Email: mtapanes@brzoninglaw.com Business Address (include Zip Code): 200 S Biscayne Boulevard Suite 300, Miami, FL 33131 v (2) xis in Principal Represented: SPV Realty LC 3c �D P P fe a N �,• n (Name of corporation, partnership, trust, etc., you are representih))EI ..a- Business Address (include Zip Code): 888 Seventh Avenue, 20th Floor 2: rri _c, .. New York, NY 10019 - (3) IF YOU PROVIDED INFORMATION IN SECTION 2 ABOVE, PLEASE REVIEW THIS SECTION CAREFULLY. If a lobbyist represents a corporation, partnership or trust, the lobbyist must disclose the name and business address of the chief officer, partner or beneficiary of the corporation, partnership or trust, and the names and addresses of all persons holding, directly or indirectly, at least five percent (5%) ownership interest in said corporation, partnership or trust. Attach separate sheet if needed. If this section is not applicable you must type or print "None" or "N/A". Sharon Olson, 888 Seventh Avenue, 20th Floor, New York, NY 10019, 50% Shirley Reinfeld, 888 Seventh Avenue, 20th Floor, New York, NY 10019, 50% (4) Specific issue associated with lobbying. Describe with as much detail as is practical. Attach a separate sheet if needed. If you are using this form for your Annual Registration, please write "Annual Registration" and the year that you are registering for (ex: Annual Registration 2020). Planning and Zoning Matters for the Properties located at 5175 NE 2 Avenue, 5035 NE 2 Avenue and 5125 NE 2 Court Page 1 of 2 Office of the City Clerk, 3500 Pan American Drive, Miami, FL 33133 / Phone: (305) 250-5361 / Email: clerks@miamigov.com CM-LRF (Rev. 12/2020) DocVerify ID: 079BFAF9-A589-4A91-8DFB-AA82DB39DDB6 www.docverify.com Page 1 of 2 1 AA82 DB39DDB6 1111 III DocuSign Envelope ID: 338E1294-7957-4CCD-97C4-CO1F5FCFE2C9 0 PUBL,c c0 079BFAF9-A5B9-4A91-8DFB-AA82DB39DDB6 (5) Lobbyists shall be required to state the existence of any direct or indirect business assoc financial relationship with the Mayor, any member of the City Commission, any memb City Manager or a member of the City staff before whom he/she lobbies or intends to to sheet if needed. If this section is not applicable you must type or print "None" or "N/A". N/A NOTICE This submittal needs to be scheduled for a public hearing in accordance with timelines set forth in the City of Miami Cale. The applica Lie decision-rna king body will renew the infomnalon at the public hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 VIEW Lobbyists, as defined in City Code Section 2-653, shall pay an annual registration fee of $525.00, plus $105.00 for each principal represented for each issue lobbied on behalf of any one principal. Each issue associated with lobbying shall be described with as much detail as is practical. The City Clerk, or the City Clerk's designee, shall reject any registration statement that does not provide a clear description of the specific issue on which such lobbyist has been retained to lobby or if any section of this form is left blank. Regardless of the date of the annual registration, all lobbyists' annual registrations shall expire December 31 of each calendar year and shall be renewed on a calendar year basis. Each lobbyist shall, within sixty (60) days after registering as a lobbyist, submit to the Office of the City Clerk a certificate of completion of an ethics course offered by the Miami -Dade County Commission on Ethics & Public Trust ("Ethics Commission"). Lobbyists who have completed the initial ethics course mandated by the preceding sentence and have continuously registered as a lobbyist thereafter shall be required to complete a refresher ethics course offered by the Ethics Commission every two (2) years. Each lobbyist who has completed a refresher ethics course shall submit a certificate of completion within sixty (60) days after registering as a lobbyist. I do solemnly swear that all of the foregoing facts are true and correct, and I have read or am familiar with the provisions contained in Chapter 2, Article VI, Sections 2-651 through 2-658 of the Miami City godems amended. wn r.a STATE OF Florida COUNTY OF Miami -Dade County Sworn to (or affirmed) and subscribed before me by means of of February (Month) ,2021 (Year) LA.gitx.„), �(g`r�af'iire°or rvafary Public Personally Known: Type of Identification Produced: , by -DocuSigned by: rti -<F StgtiMif1 � frobb f4 rti physical presence or online notarizatip , thlsa2`t day Melissa Tapanes Llahues OR Produced Identification: (Name of person making statement) Betty Llerena Name of Notary Typed, Printed or Stamped Betty Llerena Commission # GG 175999 Notary Public - State of Florida My Commission Expires Mar 05, 2022 FOR OFFICE USE ONLY: Check # `l! 703 Receipt # CM-LRF (Rev. 12/2020) Page 2 of 2 0 DocVerify ID: 079BFAF9-A589.4A91-8DEB-AA8213839DDB6 www.docverify.com Page 2 of 2 2AA82DB39DDB6 PUBL./C Note: Annual Registration Expires on 12/31/2021 CITY OF MIAMI LOBBYIST REGISTRATION FORM Instructions: Please complete all sections of this form and submit the completed form, fee(s), to the Office of the City Clerk. If you need more space to complete a section, use a of paper. If you have nothing to report in a particular section, you must type or print "None that section. IF ANY SECTION IS LEFT BLANK, THE FORM WILL NOT BE ACCEPTED. O a. i OR', , 9 _ NOTICE This submittal needs to be scheduled for a public hearing in accordance with timelines set forth in the City of Miami Cale. The applica Lie decision-rna king body will renew the infomnalon at the public hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 v� SEW COV Important: It is the responsibility of the lobbyist to ensure that ALL active lobbyist registration forms, including active lobbyist registration forms submitted in previous years, remain up-to-date. (1) Lobbyist Name: Fernandez, Ben (Last Name, First Name, Middle Initial) Are you a Principal of the corporation, partnership, trust, etc.? YES NO (you must check YES or NO) Business Phone: 305-374-5300 Email: bfernandez@brzoninglaw.com Business Address (include Zip Code): 200 S Biscayne Boulevard Suite 300, Miami, FL 33131 CD N (2) Principal Represented: SPV Realty LC (3) _ r Ci vc cs r^ 70' (Name of corporation, partnership, trust, etc., you are represents )1 1 Business Address (include Zip Code): 888 Seventh Avenue, 20th Floor "; New York, NY 10019 z ko sd rn a IF YOU PROVIDED INFORMATION IN SECTION 2 ABOVE, PLEASE REVIEW THIS SECTION CAREFULLY. If a lobbyist represents a corporation, partnership or trust, the lobbyist must disclose the name and business address of the chief officer, partner or beneficiary of the corporation, partnership or trust, and the names and addresses of all persons holding, directly or indirectly, at least five percent (5%) ownership interest in said corporation, partnership or trust. Attach separate sheet if needed. If this section is not applicable you must type or print "None" or "N/A". Sharon Olson, 888 Seventh Avenue, 20th Floor, New York, NY 10019, 50% Shirley Reinfeld, 888 Seventh Avenue, 20th Floor, New York, NY 10019, 50% (4) Specific issue associated with lobbying. Describe with as much detail as is practical. Attach a separate sheet if needed. If you are using this form for your Annual Registration, please write "Annual Registration" and the year that you are registering for (ex: Annual Registration 2020). Planning and Zoning Matters for the Properties located at 5175 NE 2 Avenue, 5035 NE 2 Avenue and 5125 NE 2 Court Page 1 of 2 Office of the City Clerk, 3500 Pan American Drive, Miami, FL 33133 / Phone: (305) 250-5361 / Email: clerks@miamigov.com CM-LRF (Rev. 12/2020) 0 PUBLIC (5) O 4 Lobbyists shall be required to state the existence of any direct or indirect business assoc financial relationship with the Mayor, any member of the City Commission, any memb City Manager or a member of the City staff before whom he/she lobbies or intends to to sheet if needed. If this section is not applicable you must type or print "None" or "N/A". N/A ip Rc9 NOTICE This submittal needs to be scheduled for a public hearing in accordance with timelines set forth in the City of Miami Cale. The applica Lie decision-rna king body will renew the infomnalon at the public hearing to render a recommendation or a final decision. COON'� EVIEW PZ-21-10809 08/20/21 Lobbyists, as defined in City Code Section 2-653, shall pay an annual registration fee of $525.00, plus $105.00 for each principal represented for each issue lobbied on behalf of any one principal. Each issue associated with lobbying shall be described with as much detail as is practical. The City Clerk, or the City Clerk's designee, shall reject any registration statement that does not provide a clear description of the specific issue on which such lobbyist has been retained to lobby or if any section of this form is left blank. Regardless of the date of the annual registration, all lobbyists' annual registrations shall expire December 31 of each calendar year and shall be renewed on a calendar year basis. Each lobbyist shall, within sixty (60) days after registering as a lobbyist, submit to the Office of the City Clerk a certificate of completion of an ethics course offered by the Miami -Dade County Commission on Ethics & Public Trust ("Ethics Commission"). Lobbyists who have completed the initial ethics course mandated by the preceding sentence and have continuously registered as a lobbyist thereafter shall be required to complete a refresher ethics course offered by the Ethics Commission every two (2) years. Each lobbyist who has completed a refresher ethics course shall submit a certificate of completion within sixty (60) days after registering as a lobbyist. I do solemnly swear that all of the foregoing facts are true and correct, and I have read or am familiar with the provisions contained in Chapter 2, Article VI, Sections 2-651 through 2-658 of the Miami City Code, as amended. STATE OF Florida COUNTY OF Miami -Dade County Sworn to (or affirmed) and subscribed before me by means of of F e b r u °t ry , 2.021 , by Signature ofeLobb?iii6 physical presence or N 37) sir rn online notarin, thr day F-ern (Name of person making stateme%i''t) A noire) ESp1 n� Name of Notary Typed, Printed or Sta ped Personally Known: OR Produced Identification: Type of Identification Produced: FOR OFFICE USE ONLY: Check # 763 Receipt # 3 O i 0 CM-LRF (Rev. 12/2020) Page 2of2 r— (-Verify 2021 Lobbyist Registration Form CK Signed.pdf DocVerify ID: 1A67A8D7-2CA3-4EB9-B840-07C21 D8C0483 Created: February 24, 2021 11:56:28 -8:00 Pages: 2 Electronic Notary: Yes / State: FL PUBL,c NOTICE This submittal needs to be scheduled for a public hearing in accordance with timelines set forth in the City of Miami Cale. The applica de decision-rna king body will renew the informaaon al the public hearing to render a recommendation or a final decision. 44, 'VIEW CO, PZ-21-10809 08/20/21 This document is a DocVerify VeriVaulted protected version of the document named above. It was created by a notary or on the behalf of a notary, and it is also a DocVerify E-Sign document, which means this document was created for the purposes of Electronic Signatures andfor Electronic Notary. Tampered or altered documents can be easily verified and validated with the DocVerify veriCheck system. Go to www.docverify.com at any time to verify or validate the authenticity and integrity of this or any other DocVerify VeriVaulted document. E-Signature Summary E-Signature Notary: Betty Llerena (BII) February 24, 2021 11:58:07 -8:00 [818AEFE09ED9] [162.244.152.118] bllerena@brzoninglaw.com 1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII DocVerify documents cannot he altered or tampered with in any way once they are protected by the DocVerify VeriVaub System. Best viewed with Adobe Reader or Adobe Acrobat. All visible electronic signatures contained in this document are symbolic representations of the persons signature, and not intended to be an accurate depiction of the persons actual signature as defined by various Acts and/or Laws. IDocVerify ID: 1A67A8D7-2CA3-4EB9-B840-07C21D8C0483 www.docverify.com Generated Cover Page 07C21 D8C0483 PUBL/C CO 1A67A8D7-20A3-4E89-B840-07C21 D8C0 DocuSign Envelope ID: 89842CAE-BD8F-48D0-A194-5EDA6F15DC7B Note: Annual Registration Expires on 12/31/2021 CITY OF MIAMI LOBBYIST REGISTRATION FORM 0 a. Instructions: Please complete all sections of this form and submit the completed form, fee(s), to the Office of the City Clerk. If you need more space to complete a section, use a of paper. If you have nothing to report in a particular section, you must type or print "None that section. IF ANY SECTION IS LEFT BLANK, THE FORM WILL NOT BE ACCEPTED. Cr:"' ip Ra c9 NOTICE This submittal needs to be scheduled for a public hearing in accordance with timelines set forth in the City of Miami Cale. The applica Lie decision-rna king body will renew the infomnalon at the public hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 v� SEW COV Important: It is the responsibility of the lobbyist to ensure that ALL active lobbyist registration forms, including active lobbyist registration forms submitted in previous years, remain up-to-date. (1) Lobbyist Name: Koshal, Carli (Last Name, First Name, Middle Initial) Are you a Principal of the corporation, partnership, trust, etc.? YES NO (you must check YES or NO) Business Phone: 305-374-5300 Email: ckoshal@brzoninglaw.com Business Address (include Zip Code): 200 S Biscayne Boulevard Suite 300, milarri§FL 33131 Vie, 20 I SPV Realty (2) Principal Represented: LC - rE ((-1 —Cr (Name of corporation, partnership, trust, etc., you are represont�i,g) 3 furl Business Address (include Zip Code): 888 Seventh Avenue, 20th Floor P m, (,3 (3) New York, NY 10019 IF YOU PROVIDED INFORMATION IN SECTION 2 ABOVE, PLEASE REVIEW THIS SECTION CAREFULLY. If a lobbyist represents a corporation, partnership or trust, the lobbyist must disclose the name and business address of the chief officer, partner or beneficiary of the corporation, partnership or trust, and the names and addresses of all persons holding, directly or indirectly, at least five percent (5%) ownership interest in said corporation, partnership or trust. Attach separate sheet if needed. If this section is not applicable you must type or print "None" or "N/A". Sharon Olson, 888 Seventh Avenue, 20th Floor, New York, NY 10019, 50% Shirley Reinfeld, 888 Seventh Avenue, 20th Floor, New York, NY 10019, 50% (4) Specific issue associated with lobbying. Describe with as much detail as is practical. Attach a separate sheet if needed. If you are using this form for your Annual Registration, please write "Annual Registration" and the year that you are registering for (ex: Annual Registration 2020). Planning and Zoning Matters for the Properties located at 5175 NE 2 Avenue, 5035 NE 2 Avenue and 5125 NE 2 Court Page 1 of 2 Office of the City Clerk, 3500 Pan American Drive, Miami, FL 33133 / Phone: (305) 250-5361 / Email: clerks@miamigov.com CM-LRF (Rev. 12/2020) 0 DocVerify ID: 1A67A8D7-2CA3-4EB9-B840-07C21D8C0483 www. docverify.corn Page 1 of 2 107C21 D8C0483 1111 INEVI11111 DoeuSign Envelope ID: 89842CAE-BD8F-48D0-A194-5EDA6F15DC7B 0 PUBL,c xK,c ip Ra c9 2021l02124 11:56:28 -8:00 1 A67A807-2CA3-4EB9-6840-07C2108C0483 (5) Lobbyists shall be required to state the existence of any direct or indirect business assoc financial relationship with the Mayor, any member of the City Commission, any memb City Manager or a member of the City staff before whom he/she lobbies or intends to sheet if needed. If this section is not applicable you must type or print "None" or "N/A". N/A NOTICE This submittal needs to be scheduled for a public hearing in accordance with timelines set forth in the City of Miami Cale. The applica Lie decision-rna king body will renew the information at the public hearing to render a recommendation or a final decision. 'St PZ-21-10809 08/20/21 EW COV Lobbyists, as defined in City Code Section 2-653, shall pay an annual registration fee of $525.00, plus $105.00 for each principal represented for each issue lobbied on behalf of any one principal. Each issue associated with lobbying shall be described with as much detail as is practical. The City Clerk, or the City Clerk's designee, shall reject any registration statement that does not provide a clear description of the specific issue on which such lobbyist has been retained to lobby or if any section of this form is left blank. Regardless of the date of the annual registration, all lobbyists' annual registrations shall expire December 31 of each calendar year and shall be renewed on a calendar year basis. Each lobbyist shall, within sixty (60) days after registering as a lobbyist, submit to the Office of the City Clerk a certificate of completion of an ethics course offered by the Miami -Dade County Commission on Ethics & Public Trust ("Ethics Commission"). Lobbyists who have completed the initial ethics course mandated by the preceding sentence and have continuously registered as a lobbyist thereafter shall be required to complete a refresher ethics course offered by the Ethics Commission every two (2) years. Each lobbyist who has completed a refresher ethics course shall submit a certificate of completion within sixty (60) days after registering as a lobbyist. I do solemnly swear that all of the foregoing facts are true and correct, and I have read or am familiar with the provisions contained in Chapter 2, Article VI, Sections 2-651 through 2-658 of the Miami City Code, as amended. e—DocuSigned by: t p STATE OF Florida COUNTY OF Miami -Dade County Sworn to (or affirmed) and subscribed before me by means of of February (Month) ,2021 (Year) [444AIA4^'A) �'�igna'iu�e of ivD1ary Public Personally Known: ✓ physical presence or , by Carli Koshal OR Produced Identification: `--. Af1RRRF97FF7QdFt1 Signature of Lobby online notarization, tliJ 24rry day 1-3 (Name of person making statement) Betty Llerena Type of Identification Produced: Name of Notary Typed, Printed or Stamped Betty Llerena Commission # GG 175999 Notary Public - State of Florida My Commission Expires Mar 05, 2022 FOR OFFICE USE ONLY: Check # Receipt # ((. 55 CM-LRF (Rev. 12/2020) Page 2 of 2 0 DocVerify ID: 1A67A8D7-2CA3-4EB9-6840-07C21D8C0483 www.docverify.com Page 2 of 2 207C21 D8C0483 1111 III I PUBL,c (Verify 0 4 2021 Lobbyist Registration Form CK Signed.pdf DocVerify ID: 1 A67A8D7-2CA3-4EB9-B840-07C21 D8C0483 Created: February 24, 2021 11:56:28 -8:00 Pages: 2 Electronic Notary: Yes / State: FL f.0 it C ae NOTICE This submittal needs to be schedules fora public hearing in accordance with timelines set forth in the City of Miami Cede. The applica de decision-rna king body will renew the infomnauon at the public hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 44, Ew COV This document is a DocVerify VeriVaulted protected version of the document named above. It was created by a notary or on the behalf of a notary, and it is also a DocVerify E-Sign document, which means this document was created for the purposes of Electronic Signatures and/or Electronic Notary. Tampered or altered documents can be easily verified and validated with the DocVerify veriCheck system. Go to www_docverify_.com at any time to verify or validate the authenticity and integrity of this or any other DocVerify VeriVaulted document. E-Signature Summary E-Signature Notary: Betty Llerena (BII) February 24, 2021 11:58:07 -8:00 [818AEFE09ED9] [162.244.152.118] bllerena@brzoninglaw.com 1 IIIIII IIIII IIIII IIIIII IIIII IIIII IIIII IIII IIIII IIIIII IIIII IIII IIII IIII DocVerify documents cannot be altered or tampered with In any way once they are protected by the DocVerify VenVault System. Best viewed with Adobe Reader or Adobe Acrobat. All visible electronic signatures contained in this document are symbolic representations of the persons signature, and not intended to be an accurate depiction of the persons actual signature as defined by various Acts and/or Laws. DocVerify ID: 1A67A8D7-2CA3-4EB9-B840-07C21D8C0483 www.docverify.com Generated Cover Page 07C21D8C0483 1111ii1II PUBL/c 56:28 -8:00 1A67A8D7-20A3-4E69-8840-07C21 D8C0483 DocuSign Envelope ID: 89842CAE-BD8F-48D0-A194-5EDA6F15DC7B Note: Annual Registration Expires on 12/31/2021 CITY OF MIAMI LOBBYIST REGISTRATION FORM 0 4 Instructions: Please complete all sections of this form and submit the completed form, fee(s), to the Office of the City Clerk. If you need more space to complete a section, use a of paper. If you have nothing to report in a particular section, you must type or print "None that section. IF ANY SECTION IS LEFT BLANK, THE FORM WILL NOT BE ACCEPTED. xKlc i OR', , 9 _ NOTICE This submittal needs to be scheduled for a public hearing in accordance with timelines set forth in the City of Miami Cale. The applica Lie decision-rna king body will renew the infomnalon at the public hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 ti� SEW vs Important: It is the responsibility of the lobbyist to ensure that ALL active lobbyist registration forms, including active lobbyist registration forms submitted in previous years, remain up-to-date. (1) Lobbyist Name: Koshal, Carli (Last Name, First Name, Middle Initial) Are you a Principal of the corporation, partnership, trust, etc.? YES NO (you must check YES or NO) Business Phone: 305-374-5300 Email: ckoshal@brzoninglaw.com Business Address (include Zip Code): 200 S Biscayne Boulevard Suite 300, NeviarM FL 33131 mew � — 1 ,. rs) Fri SPV %i"f! (2) Principal Represented: Realty - u;,r: (Name of corporation, partnership, trust, etc., you are represcc►ti) S Cp ',.l D. Business Address (include Zip Code): 888 Seventh Avenue, 20th Floor P C New York, NY 10019 (3) IF YOU PROVIDED INFORMATION IN SECTION 2 ABOVE, PLEASE REVIEW THIS SECTION CAREFULLY. If a lobbyist represents a corporation, partnership or trust, the lobbyist must disclose the name and business address of the chief officer, partner or beneficiary of the corporation, partnership or trust, and the names and addresses of all persons holding, directly or indirectly, at least five percent (5%) ownership interest in said corporation, partnership or trust. Attach separate sheet if needed. If this section is not applicable you must type or print "None" or "N/A". Sharon Olson, 888 Seventh Avenue, 20th Floor, New York, NY 10019, 50% Shirley Reinfeld, 888 Seventh Avenue, 20th Floor, New York, NY 10019, 50% (4) Specific issue associated with lobbying. Describe with as much detail as is practical. Attach a separate sheet if needed. If you are using this form for your Annual Registration, please write "Annual Registration" and the year that you are registering for (ex: Annual Registration 2020). Planning and Zoning Matters for the Properties located at 5175 NE 2 Avenue, 5035 NE 2 Avenue and 5125 NE 2 Court Page 1 of 2 Office of the City Clerk, 3500 Pan American Drive, Miami, FL 33133 / Phone: (305) 250-5361 / Email: clerks@miamigov.com CM-LRF (Rev. 12/2020) DocVerify ID: 1A67A8D7-2CA3-4EB9-B840-07C21 D8C0483 www.docverify.corn Page 1 of 2 107C21 D8C0483 1111 M11 II I DoeuSign Envelope ID: 89842CAE-BD8F-48D0-A194-5EDA6F15DC7B PUBL,c 1A67A8D7-2CA3-4EB9-13840-07021 D8C0483 --- 2021/02/24 11:56:28 -8:00 (5) Lobbyists shall be required to state the existence of any direct or indirect business assoc financial relationship with the Mayor, any member of the City Commission, any memb City Manager or a member of the City staff before whom he/she lobbies or intends to to sheet if needed. If this section is not applicable you must type or print "None" or "N/A". N/A 0 Ot NOTICE This submittal needs to be scheduled for a public hearing in accordance with timelines set forth in the City of Miami Cale. The applica Lie decision-rna king body will renew the information at the public hearing to render a recommendation or a final decision. 'St PZ-21-10809 08/20/21 44, SEW CC" Lobbyists, as defined in City Code Section 2-653, shall pay an annual registration fee of $525.00, plus $105.00 for each principal represented for each issue lobbied on behalf of any one principal. Each issue associated with lobbying shall be described with as much detail as is practical. The City Clerk, or the City Clerk's designee, shall reject any registration statement that does not provide a clear description of the specific issue on which such lobbyist has been retained to lobby or if any section of this form is left blank. Regardless of the date of the annual registration, all lobbyists' annual registrations shall expire December 31 of each calendar year and shall be renewed on a calendar year basis. Each lobbyist shall, within sixty (60) days after registering as a lobbyist, submit to the Office of the City Clerk a certificate of completion of an ethics course offered by the Miami -Dade County Commission on Ethics & Public Trust ("Ethics Commission"). Lobbyists who have completed the initial ethics course mandated by the preceding sentence and have continuously registered as a lobbyist thereafter shall be required to complete a refresher ethics course offered by the Ethics Commission every two (2) years. Each lobbyist who has completed a refresher ethics course shall submit a certificate of completion within sixty (60) days after registering as a lobbyist. I do solemnly swear that all of the foregoing facts are true and correct, and I have read or am familiar with the provisions contained in Chapter 2, Article VI, Sections 2-651 through 2-658 of the Miami City Code, as amended. STATE OF Florida COUNTY OF Miami -Dade County Sworn to (or affirmed) and subscribed before me by means of of February (Month) ,2021 (Year) L "Syria i re bi iNirsthry Public Personally Known: physical presence or , by Carli Koshal OR Produced Identification: -DocuSigned by: Q %.--ACIRRRF,17F7g4Ftl, Signature of Lobby online notarization, this.%2 _.„3 day (Name of person making statement) Betty Llerena Type of Identification Produced: Name of Notary Typed, Printed or Stamped LAIC) JUDY S'r_A I►)� Betty Llerena Commission # GG 175999 Notary Public - State of Florida My Commission Expires Mar 05, 2022 FOR OFFICE USE ONLY: Check # Co A; Receipt # 50 (5S� CM-LRF (Rev. 12/2020) Page 2 of 2 0 DocVerify ID: 1 A67A8D7-2CA3-4EB9-B840-07C21 D8C0483 www.docverify.com Page 2 of 2 207C21 D8C0483 docVerify hb-affidavit-of-authority-to-act MTL Signed.pdf DocVerify ID: C5094177-387E-4BD7-8919-61 D99E9CFB45 Created: June 04, 2021 10:36:09 -8:0C, Pages: 1 Electronic Notary: Yes / State: FL ThIs submittal needs to be schedu led for a public hearing In accordance wibi timelines set forth in the City of Miami Code. The appllcade declslon-making bodymll reAcw the Information at the pubec hearing to render a recommendation or a final dada on. PZ-21-10809 08/20/21 This document is a DocVerify VeriVaulted protected version of the document named above. It was created by a notary or on the behalf of a notary, and it is also a DocVerify E-Sign document, which means this document was created for the purposes of Electronic Signatures and/or Electronic Notary. Tampered or altered documents can be easily verified and validated with the DocVerify veriCheck system. Go to www.docverify.com at any time to verify or validate the authenticity and integrity of this or any other DocVerify VeriVaulted document. E-Signature Summary E-Signature Notary: Diana Ramos (dra) June 04, 2021 10:36:55 -8:00 [8D85EF8CE086] [162.244.152.118] dramos@brzoninglaw.com 1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII DocVerify documents cannot be altered or tampered with in any way once they are protected by the DocVerify VeriVault System. Best viewed with Adobe Reader or Adobe Acrobat. All visible electronic signatures contained in this document are symbolic representations of the persons signature, and not intended to be an accurate depiction of the persons actual signature as defined by various Acts and/or Laws. IDocVerify ID: C5094177-387E-4BD7-8919-61D99E9CFB45 www.docverify.com Generated Cover Page 61D99E9CFB45 ,III 1I III C5094177-387E-4BD7-8919-61 D99E9CFB45 - 2021/06/04 10:36:09 -8:00 DocuSign Envelope ID: 67CF3FD5-A712-4699-88D6-93F4E79F3635 AFFIDAVIT OF AUTHORITY TO AC Before me this day, the undersigned personally appeared Melissa Tapanes Llahues who being by me first deposes and says: NOTICE This submittal needs to be scheduled fora pubic hearing In aaordancc whh timelines set forth in the City of Miami Code. The applicable decislon-makingbody NOR resiew the information at the public hearing to render a recommended on or a final decid on. PZ-21-10809 08/20/21 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 Miami, Florida, affecting the real property located in the City of Miami, 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 change or modification of a classification or regulation of zoning as set out in the foregoing petition, 8 including or 0 not including responses to day-to-day City staff inquires. 3. That the foregoing and following pages are part of this affidavit and contain the current names, mailing addresses, telephone numbers and legal descriptions of the real property of which he/she is the owner or legal representative. 4. That the facts, as represented in the application and documents submitted in conjunction with this affidavit, are true and correct. 5. That a refund, if any, by the City is to be issued to the following person at the address indicated: Further Affiant sayeth not. Melissa Tapanes Llahues Applicant(s) Name Printed ,-DocuSigned by: Applietrtisop u re STATE OF FLORIDA -- COUNTY OF MIAMI-DADE The foregoing was acknowledged before me this 4 day of June 20 21 , by Melissa Tapanes Llahues who is a(n) individual/partner/agent/corporation of a(n) individual/partnership/corporation. He/She is N personally known to me or 0 who has produced as identification and who ® did 0 did not take an oath. Diana Ramos Commission # GG 308355 Notary Public - State of Florida My Commission Expires Apr 10, 2023 0/0 Signature LD2nna Ramos 19-61 D99E9CFB45 Page 1 of 1 161D99E9CFB45 4 PUB1. ic G 0 Q- Q. Index for Documents HB-2 Acknowledgement Applicant HB-3 Acknowledgement Applicant H B-4 Affidavit of Authority to Act PAP-1 SAP Pre -Application PZD-0 Index for Documents PZD-1 Letter of Intent / Analysis of Compliance PZD-2 SAP Compliance with Miami 21 PZD-3-1 Traffic Analysis- Updated PZD-3-2 Trip Generation Statement PZD-3-3 Community Outreach Summary PZD-4 Regulating Plan PZD-5 Development Agreement PZD-7 Legal Description PZD-7-1 SAP T5 Sketch and Legal PZD-7-2 Portion SAP T6-8a-O Sketch and Legal PZD-7-3 Portion SAP T6-8b-O Sketch and Legal PZD-7-4 Portion SAP T6-8a-O Sketch and Legal PZD-7-5 Parks and Recreation / CS Sketch and Legal PZD-7-6 Portion SAP T6-8b-O Sketch and Legal PZD-7-7 SAP T6-12-0 Sketch and Legal PZD-8 Economic & Fiscal Analysis NOTICE 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. 44, Rtb! Ew CO PZ-21-10809 08/20/21 4 PURL/ BERGOW RADELL FERNANDEZ LARKIN + TAPANES \ ZONING. IANO USE AND ENVIRONMENTAL LAW 200 S. Biscayne Boulevard Suite 300, Miami, FL 33131 www.brzoninglaw.com 305.377.6227 office 305.377.6222 fax mtapanes@brzoninglaw.com G 0 Q Q. May 7, 2021 VIA ELECTRONIC MAIL Mr. Cesar Garcia -Pons, Director Department of Planning City of Miami Riverside Center 444 SW 2 Avenue, 3rd Floor Miami, FL 33130 NOTICE 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 bodywilL resiew the information at the public hearing to render a recommended on or a final decid on. 44, V RSVI EW COv" PZ-21-10809 08/20/21 Re: Sabal Palm Village (formerly Eastside Ridge) Special Area Plan (PZAB File IDs: 3306 and 3307) Properties Located at 5175 NE 2 Avenue, 5035 NE 2 Avenue and 5125 NE 2 Court Dear Mr. Garcia -Pons: This law firm represents SPV Realty, LC (the "Applicant") in connection with the Sabal Palm Village (formerly Eastside Ridge) Special Area Plan and the properties located at 5175 NE 2 Avenue, 5035 NE 2 Avenue and 5125 NE 2 Court (the "Property"). The Property is the subject of Planning Zoning Appeals Board File ID Nos. 3306 and 3307. This letter shall serve as the letter of intent in support of the accompanying, updated Special Area Plan land use and zoning applications for the Property. Property. The Property is located between NE 2 Avenue and the Florida East Coast (FEC) Railroad Corridor, just south of NE 54 Street. See Figure 1, Location Map. The site is just east of the Miami Jewish Health Systems SAP and south of the Magic City SAP. The property is currently improved with two-story garden -style apartment complex currently known as the "Design Place". The complex was originally constructed in 1948 as "Sabal Palm Village" and includes 516 rental units. The Property is approximately twenty-three (23) acres in size and has remained apart from the surrounding communities for several decades. Mr. Cesar Gar Depar 0.11411. EAST MINA NS. Hsw®.ov»000 i .. =1 i naxfa .;!_tea: 3...0 OD Figure 1. Location Map This submittal needs to be scheduled fora public hearing In accordance with timelines set forth in the City of Miami Code. The applicable decision -making body will rodew the Information at the public hearing to render a recommendation or a final decla on. PZ-21-10809 08/20/21 Sabal Palm Village Narrative Description. The Sabal Palm Village at Flagler Trail Special Area Plan (the "SAP") is a proposed mixed -use project in the City of Miami envisioned as the architectural and cultural connection between the Little Haiti, Buena Vista, and Design District neighborhoods. The SAP, consisting of a Concept Plan, Regulating Plan and Development Agreement, embraces the culturally diverse character of these three distinct areas to embrace an entirely unique identity for this ideally situated, quintessential Miami site. The redevelopment's objective is to seamlessly reintegrate the approximately twenty- three (23) acres of prime real estate into the public sphere through a series of visual cues and physical connections prioritizing view corridors, dedicated park spaces, and functional bicycle, pedestrian, and vehicular access to create a sustainable multi -modal hub that elevates creative collaboration and culturally -inspired economic development to benefit the surrounding area. The visionary architecture, hardscape, and landscape design draws inspiration from the site's majestic specimen trees and fuses elements from the iconic Little Haiti, Buena Vista and Design District neighborhoods. The architecture and urban design respectfully draw the most active areas towards the center of the site transitioning into the much -needed green spaces for respite and recreation at exterior portions of the site. Sabal Palm Village encourages cultural exploration and exchange through recreation and innovation. The dedication and construction of a new two -acre City public park at the site's western connection point to NE 2 Avenue at NE 51 Street invites residents, visitors and patrons into the site through a nostalgic Jardin Botanique, a series of cohesive public open spaces with lush native sub -tropical flora inspired by the tropical botanical gardens of Haiti. Visual cues in the form of curated butterfly gardens, fish ponds, spice and fruit trees, and sculptures by local and Caribbean artists will provide visual corridors to pedestrian paseos. Bercow Radell Fernandez Larkin & Tapanes 1 305.377.6227 direct 1 305.377.6222 fax 1 mtapanes@brzoninglaw.com 4 PUel. Mr. Cesar Gar Depar These paseos will be activated through a mix of uses including mixed -in hotel, office and retail uses that welcome pedestrians to the Village's heart, the Ka Katye Green is envisioned as a central park surrounded by a sustainable commerc G 0 cr NOTICE This submittal needs to be scheduled fora public hearing In accordance with 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 recommendation or a final decla on. PZ-21-10809 08/20/21 Rt primed to support local entrepreneurship through a start-up technology incubator as well as robust community programming in coordination with community organizations and strategic partnerships. Specifically, the SAP proposes to sponsor a collaborative co -working space for existing area businesses and provide resources for new local businesses and start-ups through coordination with community organizations and strategic partnerships. The SAP also proposes to curate the Katye Green as a destination for cultural innovation and exchange through community programming elevating local and Caribbean art, dance, music and food. Regular event programming will embrace the organic vibrancy of Miami and provide an inviting platform for display of locally sourced products and services. Through pedestrian paseos lined with retail and restaurants, the Katye Green will connect to the Flagler Trail, the long -planned north -south leg of the Miami -Dade Transportation Planning Organization's "rails -to -trails" project known as "The Miami LOOP". The FEC Railroad Corridor, once a physical and visual barrier between people and neighborhoods, is the subject of enthusiastic anticipation with the advent of a passenger rail station to the south of the property. Sabal Palm Village proposes to implement its namesake, the Flagler Trail, a dedicated bicycling and walking path parallel to the FEC Railroad Corridor and the north -south connector of the Miami LOOP. The Flagler Trail has the potential to foster pedestrian and bicyclist connectivity from the employment center of the Flagler District in Downtown Miami through the neighborhoods of Overtown, Wynwood, Midtown, Design District, and Buena Vista to create a sense of arrival at Little Haiti's NE 54 Street gateway, a designated Priority Corridor in the adopted City of Miami Bicycle Master Plan. This SAP aims to serve the community as a sustainable multi -modal hub facilitating north -south physical connections to and from Little Haiti through a proposed realignment of NE 3 Avenue for vehicles and implementation of the Flagler Trail for pedestrians and bicyclists. The Flagler Trail's connection of the Brightline's Downtown Miami Grand Central Station through the SAP to Brightline's Aventura Station will improve the health, equity and inclusion for the surrounding area. Sabal Palm Village's emphasis culturally -inspired public open spaces, local -centric economic development and curated community programming will create a destination that celebrates the diverse character of Miami for locals and tourists alike. Sabal Palm Village Proposal. In response to significant community input, the SAP has been reimagined and reinvented from the ground up. As noted in the SAP Narrative section of this letter, the proposed design has been modified to embrace and serve as a gateway between Bercow Radell Fernandez Larkin & Tapanes 1 305.377.6227 direct 1 305.377.6222 fax 1 mtapanes@brzoninglaw.com Mr. Cesar Gar Depar the culturally diverse characters of the abutting Little Haiti, Buena Vista, an neighborhoods. Specific changes to the proposed SAP include: This submittal needs to be scheduled fora public hearing In accordance with timelines set forth in the City of Miami Code. The applicable decision -malting body will review the information at the public hearing to render a recommendation or a final decla on. PZ-21-10809 08/20/21 • Increased pedestrian and cyclist mobility throughout the site and surrounding area in support of the City's Bicycle Master Plan. • Implementation of the first segment of the Flagler Trail linear pedestrian and bicycle pathway. • Realignment of NE 3 Avenue through the SAP. • Creation of public green spaces that welcome the surrounding community and celebrate the cultural heritage of the area. • Requests of a land use plan map amendment to Recreation and rezoning to CS- Civic Space, to accommodate the dedication and construction of a new two -acre City public park at the site's western connection point to NE 2 Avenue at NE 51 Street (Jardin Botanique). • Curation of the SAP's central plaza (Katye Green) as a destination for cultural innovation and exchange through community programming elevating local and Caribbean art, dance, music and food. • Elimination of request for additional height around the perimeter of the Property, • Modification of the Development Agreement to provide: promotion of local businesses, community outreach and employment, Workforce Housing, traffic improvements, community space Development Program. Additionally, the proposed redevelopment plan includes significant reductions in intensity and density. See Table 1. Development Program Comparison. The proposed redevelopment represents a decrease of 80 net new A.M. peak hour trips and a decrease of 199 net new P.M. peak hour trips compared to the previously reviewed redevelopment program. See enclosed Trip Generation Statement. Table 1. Development Program Comparison Previous Development Program Current Development Program Change High-rise residential units 3,300 units 2,929 units -371 units General Office 300,000 SF 168,011 SF -131,989 SF Shopping Center 500,000 SF 296,297 SF -203,703 SF Hotel 240 rooms 400 rooms +160 rooms Vocational/Community College 0 43,760 SF +43,760 SF Bercow Radell Fernandez Larkin & Tapanes 1 305.377.6227 direct 1 305.377.6222 fax 1 mtapanes@brzoninglaw.com Mr. Cesar Gar Depar This submittal needs to le scheduled for a public hearing In accordance with timelines set forth in the City of Miami Code. The applicade decision -making body NOR rehtlew the information at the public hearing to render a recommendation or a final decision. The SAP previously earned a positive staff recommendation; the propo the plans preserve the elements of the project that the City's professional staff fo while modifying elements to implement items discussed with area stakeholders. Requests. At this time, in order to realize this thoughtfully redesigned SAP, the Applicant respectfully requests approval of: 1) Pursuant to Policy LU-1 6.4 of the Miami Comprehensive Neighborhood Plan: a Land Use Plan Map Amendment for a Large Scale Amendment to classify the Property as Recreation and Restricted Commercial, instead of the existing Medium Density Multifamily Residential. 2) Pursuant to Article 3, Section 3.9, and Article 7, Section 7.1.2.8 of Miami 21: A rezoning from T5-O and T5-R to Sabal Palm Village SAP CS, T5-O, T6-8, and T6-12 transects. This request includes requests to approve the accompanying Regulating Plan and Design Guidelines. 3) Pursuant to Chapter 163, Florida Statutes: a Development Agreement to memorialize the rights and obligations of the Applicant as it relates to development of the SAP. Approval of these requests will facilitate responsible, culturally sensitive development, served by existing infrastructure and transit, inclusive of significant public benefits, on site that will serve as a gateway between the diverse characters of the abutting Little Haiti, Buena Vista, and Design District neighborhoods. Should you have any questions, comments, or require additional information, please do not hesitate to phone my direct line at (305) 377-6227. Very truly yours, Melissa Tapanes Llahues CC: Ben Fernandez Carli Koshal Bercow Radell Fernandez Larkin & Tapanes 1 305.377.6227 direct 1 305.377.6222 fax 1 mtapanes@brzoninglaw.com Sabal Palm Village Special Area Plan The Sabal Palm Village at Flagler Trail Special Area Plan (SAP) is a propose project in the City of Miami envisioned as the architectural and cultural co This submittal needs to be scheduled fora pubic hearing In aaordancc 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. between the Little Haiti, Buena Vista, and Design District neighborhoods. The consisting of a Concept Plan, Regulating Plan and Development Agreement, embraces the culturally diverse character of these three distinct areas to embrace an entirely unique identity for this ideally situated quintessential Miami site. Located between NE 2 Avenue and the Florida East Coast (FEC) Railroad Corridor, just south of NE 54 Street, the property is known as "Design Place," an insular gated two-story garden -style apartment complex consisting of 512 rental units constructed in 1948. The site is just east of the Miami Jewish Health Systems SAP and south of the Magic City SAP. PZ-21-10809 08/20/21 The redevelopment's objective is to seamlessly integrate 23 acres of prime real estate into the public sphere through a series of visual cues and physical connections prioritizing view corridors, dedicated park spaces, and functional bicycle, pedestrian, and vehicular access to create a sustainable multi -modal hub that elevates creative collaboration and culturally -inspired economic development to benefit the surrounding area. The visionary architecture, hardscape and landscape design draws inspiration from the site's majestic specimen trees and fuses elements from the iconic Little Haiti, Buena Vista and Design District neighborhoods. The architecture and urban design respectfully draws the most active areas towards the center of the site transitioning into the much -needed green spaces for respite and recreation at exterior portions of the site. The Sabal Palm Village at Flagler Trail SAP encourages cultural exploration and exchange through recreation and innovation. The dedication and construction of a new two -acre City public park at the site's western connection point to NE 2 Avenue at NE 51 Street invites residents, visitors and patrons into the site through a nostalgic Jardin Botanique, a series of cohesive public open spaces with lush native sub -tropical flora inspired by the tropical botanical gardens of Haiti. Visual cues in the form of curated butterfly gardens, fish ponds, spice and fruit trees, and sculptures by local and Caribbean artists will provide visual corridors to pedestrian paseos. These paseos will be activated through a mix of uses including mixed -income residential, hotel, office, and retail uses that beckon pedestrians and bicyclists to the Sabal Palm Village's heart, the Katye Green. The Katye Green is the planned "neighborhood" square, a central park surrounded by the project's commercial district primed to support local entrepreneurship through the SAP's sponsorship of a business and technology incubator as well as robust community programming. Specifically, the SAP proposes to sponsor a collaborative co -working space for existing area businesses and provide resources for new local businesses and start-ups through coordination with community org strategic partnerships. The SAP also proposes to curate the Katye Green as for cultural innovation and exchange through community programming el and Caribbean art, dance, music and food. Regular event programming will em This submittal needs to be scheduled for a public hearing In accordance with timelines set forth in the City of Miami Code. The applicade decision -malting body odL redew the Information at the pubec hearing to render a ommended on or a final decid on. PZ-21-10809 08/20/21 organic vibrancy of Miami and provide an inviting platform for display of locally sou products and services. Through pedestrian paseos lined with retail and restaurants, the Katye Green will connect to the Flagler Trail, the long -planned north -south leg of the Miami -Dade Transportation Planning Organization's "rails -to -trails" project known as "The Miami LOOP". The FEC Railroad Corridor, once a physical and visual barrier between people and neighborhoods, is now the subject of enthusiastic anticipation with the advent of a passenger rail station to the south of the property. The Sabal Palm Village proposes to implement its namesake, the Flagler Trail, a dedicated bicycling and walking path parallel to the FEC Railroad Corridor. The Flagler Trail has the potential to foster pedestrian and bicyclist connectivity from the employment center of the Flagler District in Downtown Miami through the neighborhoods of Overtown, Wynwood, Midtown, Design District, and Buena Vista to create a sense of arrival at Little Haiti's NE 54 Street gateway, a designated Priority Corridor in the adopted City of Miami Bicycle Master Plan. The Sabal Palm Village at Flagler Trail aims to serve the community as a sustainable multi -modal hub facilitating north -south physical connections to and from Little Haiti through a proposed realignment of NE 3 Avenue for vehicles and implementation of the Flagler Trail for pedestrians and bicyclists. The Flagler Trail's connection of the Brightline's Downtown Miami Grand Central Station through the Sabal Palm Village to Brightline's Aventura Station will improve the health, equity and inclusion for the surrounding area. The Sabal Palm Village's emphasis culturally -inspired public open spaces, local -centric economic development and curated community programming will create a destination that celebrates the diverse character of Miami for locals and tourists alike. In response to significant community input, the SAP has been reimagined and reinvented. Specific changes include: • Increased pedestrian and cyclist mobility throughout the site and surrounding area in support of the City's Bicycle Master Plan. • Implementation of the first segment of The Miami LOOP's Flagler Trail linear pedestrian and bicycle pathway. • Realignment of NE 3 Avenue through the SAP. • Creation of public green spaces that welcome the surrounding c celebrate the cultural heritage of the area. • Requests of a land use plan map amendment to Recreation and CS- Civic Space, to accommodate the dedication and construction This submittal needs to Ire scheduled for a public hearing In accordance wM1h timelines set forth in the City of Miami Code. The applIca He decision -malting body will renew the information at the public hearing to render a recommended on or a final decla on. PZ-21-10809 08/20/21 two -acre City public park at the site's western connection point to NE 2 Ave at NE 51 Street (Jardin Botanique). • Curation of the SAP's central plaza (Katye Green) as a destination for cultural innovation and exchange through community programming elevating local and Caribbean art, dance, music and food. • Elimination of request for additional height around the perimeter of the Property, • Modification of the Development Agreement to provide: promotion of local businesses, community outreach and employment, Workforce Housing, traffic improvements, community space. In addition, the proposed mixed -use development program includes significant reductions in intensity and density, and encourages community -based economic development by increasing the hotel use and introducing new educational uses. Previous Development Program Current Development Program Change High-rise residential units 3,300 units 2,929 units -371 units General Office 300,000 SF 168,011 SF -131,989 SF Shopping Center 500,000 SF 296,297 SF -203,703 SF Hotel 240 rooms 400 rooms +160 rooms Vocational/Community College 0 43,760 SF +43,760 SF The SAP Development Agreement commits the Owner to contributions to eight pillars of public, community and economic benefits, summarized below. 1. Community Open Space. The Owner shall develop approximately 10 acres (444,195 square feet) of the Property consistent with the community open space described on pages C-1 and D-1 of the Design Guidelines and as detailed below. • Jardin Botanique. The Owner shall improve and dedicate 2.2 acres of land adjacent to NE 2 Avenue and NE 51 Stre as a public park with native sub -tropical flora, butterfly gard children's playground and public art by local and Caribbean a This submittal needs to le scheduled for a public hearing In accordance wli r timelines set forth in the City of Miaml Code. The applicade decision-mahing body will rosiew the Information at the public hearing to render a recommendation or a final deciv on. PZ-21-10809 08/20/21 • Katye Green. The Owner shall improve, maintain, curate and program a private park in the center of the Property. • Flagler Trail. The Owner shall improve and maintain a dedicated bicycling and pedestrian path parallel to the FEC Railroad Corridor and north - south "Flagler Trail" connector of the "rails to trails" project known as "The Miami Loop". 2. Mobility. • Pedestrian and Bicycle. The Owner shall improve and maintain pedestrian route and bicycle route consistent with the Design Guidelines. • Trolley The Owner shall construct two trolley stops at the Property, encourage trolley ridership, and coordinate with the City to provide trolley service to the Property. • NE 3 Avenue Alignment The Owner shall design, permit and construct NE 3 Avenue at NE 54 Street as a signalized intersection. • NE51 Street Alignment The Owner shall design, permit and construct NE 54 Street as a signalized intersection. • NE 54 Street Median. The Owner shall design, permit and construct a median and crosswalk on NE 54 Street. • Areawide Vehicular Circulation. Upon approval from the City and County for credit in lieu of road impact fee, the Owner shall design, permit and construct the following off -site transportation improvements: • A raised intersection at the intersection of NE 5 Avenue and NE 71 Street; 4 PURL/ G 0 4- Q • Speed tables throughout residential streets i Historic District; • A traffic circle at NE 59 Street and NE 4 Court; NOTICE This submittal needs to be scheduled fora pubic hearing In accordance with timelines set forth in the City of Mlaml Code. The applies Lie decision-mallIng body will reslew the Information at the public hearing to render a recommendation or a final decla on. PZ-21-10809 08/20/21 !EW COV • A rapid rectangular flashing beacon mid -block to create a crosswalk on NE 4 Court on the north side of NE 76 Street; and • Re -alignment of NE 3 Avenue on the north and south side of NE 54 Street. 3. Arts and Culture. • Public Art. The Owner shall acquire works of art sourced from local or Caribbean artists for the Jardin Botanique, Katye Green and Flagler Trail. • Green Market The Owner shall program a market for the sale of fresh produce, baked goods, or artisan crafts within the Property at least once per month with a minimum of six (6) vendors. 4. Affordability. • Workforce Housing. A total of 512 units developed on the Property shall be certified by the City's Department of Community and Economic Development for residents between sixty percent (60%) and one hundred (100%) of Area Median Income. • Relocation Assistance. The Owner shall provide moving assistance to existing Design Place residents to relocate within the Property during the Redevelopment process and the right of first refusal to relocate into the SAP following the completion of Phase 1. 5. Community Policing. Prior to obtaining a Certificate of Occupancy for the first structure within the final phase of the SAP, the Owner shall offer the City of Miami Police Department with 1,500 to 2,000 square feet for a substation on the property. 6. Promoting the Little Haiti Community. The Owner shall contribute $10,000,000 in a community benefits program over the development period of the Project and beyond. The community benefits progra by a Trust Fund entity determined by the City of Miami, and will be managed by the Keeping It Haitian Vendors Association, Dade Chamber of Commerce and the Little Haiti Soccer Program t 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 body will renew the information at the pu bec hearing to render a recommendation or a final deciv on. PZ-21-10809 08/20/21 job training, home and business beautification, educational opportune co -working facilities and a tech HUB, small business growth, the Little Haiti Arts Program, Little Haiti Soccer Program, healthcare facilities, citizen patrol, a community garden, and immigration assistance services. 7. Environment. The project has been designed to prioritize the preservation of the property's existing tree canopy and create a Caribbean -inspired botanical garden. 8. Economics. • Job Creation and Employment Opportunities. Over 9,000 direct and indirect jobs will be created by the SAP. The Owner shall use diligent, good faith efforts to prioritize hiring Residents of Little Haiti Area and the portions of the following zip codes located within the City of Miami: 33127, 33137, 33138, and 33150. • Fees. The SAP will generate approximately $10.1 million in City impact fees and approximately $23 million in County impact fees. Construction of the project will generate $3 million in City permit fees. On year one, the project will generate approximately $12.7 million in annual recurring ad valorem taxes. Updated Comprehensive Plan Amendment Traffic Impact Analysis for Submittal to the City of Miami Sabal Palm Village at Flagler Trail Regional Density Increase Area (RDIA) City of Miami, Florida KimIey» Horn © 2020 Kimley-Horn and Associates, Inc. Updated March 2020 December 2015 143184000 This submittal needs to be schebu led bra public hearing In accordance wkh bmelinea set forth In the City of Miami Code. The applies Lie decision -making body will reWew the information at the public hearing to render a recommendation or a final decision. PURL/ 4 0 4- Q Updated Comprehensive Plan Amendment Traffic Impact Analysis for Submittal to the City of Miami Sabal Palm Village at Flagler Trail Regional Density Increase Area (RDIA) City of Miami, Florida Prepared for: SPV Realty, LLC New York, New York Prepared by: Kimley-Horn and Associates, Inc. Kimley>» Horn ©2020 Kimley-Horn and Associates, Inc. Updated March 2020 December 2015 143184000 NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance 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 decla on. PZ-21-10809 08/20/21 Q�sN Rib! EW CO ' 4 PURL/ Kimley» Horn Updated Comprehensive Plan Amend G 0 4- Q TABLE OF CONTENTS Introduction NOTICE This submittal needs to be' scheduled fora pubic hearing In accordance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pu bec hearing to render a recommended on or a final decM on. PZ-21-10809 08/20/21 Data Collection IEW C Programmed Roadway Improvements 5 Capacity Analysis Methodology 8 Amendment Site Traffic 10 Existing Conditions Capacity Analysis 14 Short -Term (Year 2025) Conditions Capacity Analysis 27 Long -Term (Year 2035) Conditions Capacity Analysis 32 Conclusion 38 Appendix A: Appendix B: Appendix C: Appendix D: Appendix E: Appendix F: Appendix G: Appendix H: LIST OF APPENDICES Traffic Count Data Programmed Roadway Improvements Maximum Development Potential Calculations Trip Generation Cardinal Distribution Transit Ridership Data Growth Rate Calculations Committed Developments LIST OF FIGURES Figure 1: Amendment Location Map 2 K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - i March 2020 Kimley» Horn Updated Comprehensive Plan Amend LIST OF TABLES Table 1: Data Collection Summary Table 2: Transportation Level of Service Thresholds Table 3: Existing and Proposed Maximum Development Potential Trip Generation 12 Table 4: Cardinal Trip Distribution 13 Table 5: A.M. and P.M. Peak Hour Roadway Volumes 16 Table 6: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on 17 SR 934/NW/NE 82nd Street 17 Table 7: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on 17 SR 934/NW/NE 79th Street 17 Table 8: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on NW 2nd Avenue 18 Table 9: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on North Miami Avenue 18 Table 10: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on NE 2nd Avenue, NE 4th Court, and Biscayne Boulevard/US 1 19 Table 11: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on 20 Biscayne Boulevard/US 1 20 This submittal needs to be scheduled for a puboc hearing In accordance with timelines set forth in the City of Miami Code.The applica de decision -making body NOR reWewthe information at the pubs hearing to render a recommendation or a final decision. Table 12: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on NE 2nd Avenue, NE 4th Court, Biscayne Boulevard/US 1, and Federal Highway 21 Table 13: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on 22 NW/NE 71st Street 22 Table 14: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on NW 62nd Street 22 Table 15: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on NW 62nd 61st Street 22 Table 16: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on NW 62nd Street 23 Table 17: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on 23 NW/NE 54th Street 23 Table 18: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on NE 79th Street 24 Table 19: Existing A.M. Peak Hour Roadway Capacity 25 Table 20: Existing P.M. Peak Hour Roadway Capacity 26 Table 21: Short-term (Year 2025) A.M. Peak Hour Roadway Capacity 28 Table 22: Short-term (Year 2025) P.M. Peak Hour Roadway Capacity 29 Table 23: Short-term (Year 2025) with Amendment Traffic A.M. Peak Hour Roadway Capacity 30 Table 24: Short-term (Year 2025) with Amendment Traffic P.M. Peak Hour Roadway Capacity 31 Table 25: Long-term (Year 2035) A.M. Peak Hour Roadway Capacity 34 Table 26: Long-term (Year 2035) P.M. Peak Hour Roadway Capacity 35 Table 27: Long-term (Year 2035) with Amendment Traffic A.M. Peak Hour Roadway Capacity 36 Table 28: Long-term (Year 2035) with Amendment Traffic P.M. Peak Hour Roadway Capacity 37 K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page- ii March 2020 0 PUBI. Kimley>>>Horn Updated Comprehensive Plan Amen 4 0 4- Q. INTRODUCTION Kimley-Horn and Associates, Inc. has completed this updated Comprehensiv it Vr NOTICE This submittal needs to be scheduled fora puboc hearing In accordance whh timelines 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 fnaldecla on. PZ-21-10809 08/20/2 Master Plan (CDMP) traffic impact analysis for submittal to the City of Miami at the re the City of Miami's Planning, Zoning, and Appeals Board. A previous CDMP analysis was prepare in December 2015 for this subject property and approved by the City of Miami. The purpose of the study is to assess the impact of the proposed land use designation change on the surrounding roadway network using updated traffic data and to determine if adequate capacity is available to support future traffic volumes. This report summarizes amendment trip generation, project trip distribution, and capacity analyses. IE co os SPV Realty, LLC is proposing to amend the existing CDMP designation for the approximate 22.4- acre area generally bounded by NE 54th Street to the north, NE 50th Terrace to the south, NE 2nd Avenue to the west, and the Florida East Coast Railway (FEC) to the east in the City of Miami. The amendment proposes to change the existing maximum of 65 residential units per acre to 150 residential units per acre. The current land use designation allows for a maximum development potential (maximum floor area) of 3,902,976 square feet of residential, office, retail, and parking. The proposed land use designation amendment area has a maximum development potential (maximum floor area with bonus) of 7,318,080 square feet for residential, office, retail, and parking land uses. The amendment proposes to change the existing CDMP designation that allows for a maximum development potential of 1,456 high-rise residential dwelling units (2,111,200 square feet), 967,559 square feet of general office space, 107,507 square feet of shopping center, and 716,710 square feet for parking to a proposed maximum development potential of 3,360 high-rise residential dwelling units (4,872,000 square feet), 1,320,883 square feet of general office space, 146,765 square feet of shopping center, and 978,432 square feet for parking. A location map of the amendment is provided in Figure 1. K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 1 March 2020 Kimley>» Harn © 2020 This submittal needs to be scheduled for a public hearing in accordance with tlmelines Set forth in the City of Miami Code. The applicalle decision-rna king bodywilt renew the inforrnaUon at the public hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 Figure 1 Amendment Location Map Saba! Palm Village CDMP City of Miami, Florida 0 PUBI..r Kimley>>>Horn Updated Comprehensive Plan Amen 4 0 4- Q. DATA COLLECTION The study area is generally bounded by NE 54th Street to the north, NE 50th Terra it Vr NOTICE This submittal needs to be scheduled fora puboc hearing In accordance whh timelines 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 fnaldecla on. PZ-21-10809 ►_ 08/20/2 NE 2nd Avenue to the west, and Federal Highway to the east. Continuous 24-hour traf roadway segments was collected: • SR 934/NW 82nd Street west of NW 4th Avenue • SR 934/NE 82nd Street west of NE 3rd Place • SR 934/N E 82nd Street west of Biscayne Boulevard/US 1 • SR 934/NW 79th Street west of NW 4th Avenue • SR 934/NE 79th Street west of NE 4th Court • SR 934/NE 79th Street west of NE 10th Avenue • SR 934/NE 79th Street east of Bayshore Court • NW 71st Street west of NW 2nd Avenue • NE 71' Street west of NE 2nd Avenue • NW 62nd Street west of NW 2nd Avenue • NE 62nd Street west of NE 1st Avenue • NE 62nd Street west of NE 4th Court • NE 61' Street west of NE 4th Court • NW 54th Street west of NW 2nd Avenue • NE 54th Street west of NE 2nd Avenue • NE 54th Street west of Biscayne Boulevard/US 1 • NW 2nd Avenue north of NW 75th Street • NW 2nd Avenue north of NW 64th Street • NW 2nd Avenue south of NW 59th Street IE NW 2nd Avenue north of NW 46th Street NW 2nd Avenue south of NW 46th Street North Miami Avenue north of N 75th Street North Miami Avenue north of N 64th Street North Miami Avenue south of N 59th Street North Miami Avenue north of N 46th Street North Miami Avenue south of N 46th Street NE 2nd Avenue north of NE 75th Street NE 2nd Avenue north of NE 64th Street NE 2nd Avenue south of NE 59th Street NE 2nd Avenue south of NE 51' Street NE 2nd Avenue south of NE 46th Street NE 4th Court south of NE 67th Street NE 4th Court south of NE 59th Street Federal Highway north of NE 46th Street Biscayne Biscayne Biscayne Biscayne Biscayne co os Boulevard/US 1 north of NE 79th Street Boulevard/US 1 north of NE 71' Street Boulevard/US 1 south of NE 59th Street Boulevard/US 1 south of NE 54th Street Boulevard/US 1 south of NE 46th Street FDOT seasonal correction factors were applied to the traffic data to adjust for peak season conditions. The data collection date and corresponding peak season conversion factors are shown in Table 1. Detailed traffic count data is provided in Appendix A. K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 3 March 2020 Kimley>>>Horn Updated Comprehensive Plan Amen Table 1: Data Collection Summary < nits Vr NOTICE This submittal needs to be scheduled fora pubec hearing In accordancewhh timelines set forth in the City of Miami Code. The appLIca o decision -malting body will redew the information at the pubec hearing to render a recommended on or a final decla on. Se ment g Data Collection Date J+ PZ-21-1080! � 08/20/21 SR 934/NW 82nd Street west of NW 4th Avenue 2/6/2020 /P SR 934/NE 82nd Street west of NE 3rd Place 2/6/2020 SR 934/NE 82nd Street west of Biscayne Boulevard/US 1 2/6/2020 1.01 SR 934/NW 79th Street west of NW 4th Avenue 2/6/2020 1.01 SR 934/NE 79th Street west of NE 4th Court 2/4/2020 1.01 SR 934/NE 79th Street west of NE 10th Avenue 2/11/2020 1.00 SR 934/NE 79th Street east of Bayshore Court 2/13/2020 1.00 NW 71st Street west of NW 2nd Avenue 2/18/2020 1.00 NE 71st Street west of NE 2nd Avenue 2/6/2020 1.01 NW 62nd Street west of NW 2nd Avenue 2/11/2020 1.00 NE 62nd Street west of NE 1st Avenue 2/11/2020 1.00 NE 62nd Street west of NE 4th Court 2/4/2020 1.01 NE 61st Street west of NE 4th Court 2/4/2020 1.01 NW 54th Street west of NW 2nd Avenue 2/4/2020 1.01 NE 54th Street west of NE 2nd Avenue 2/4/2020 1.01 NE 54th Street west of US 1 2/4/2020 1.01 NW 2nd Avenue north of NW 75th Street 2/4/2020 1.01 NW 2nd Avenue north of NW 64th Street 2/4/2020 1.01 NW 2nd Avenue south of NW 59th Street 2/4/2020 1.01 NW 2nd Avenue north of NW 46th Street 2/6/2020 1.01 NW 2nd Avenue south of NW 46th Street 2/6/2020 1.01 North Miami Avenue north of N 75th Street 2/6/2020 1.01 North Miami Avenue north of N 64th Street 2/13/2020 1.00 North Miami Avenue south of N 59th Street 2/13/2020 1.00 North Miami Avenue north of N 46th Street 2/6/2020 1.01 North Miami Avenue south of N 46th Street 2/6/2020 1.01 NE 2nd Avenue north of NE 75th Street 2/4/2020 1.01 NE 2nd Avenue north of NE 64th Street 2/4/2020 1.01 NE 2nd Avenue south of NE 59th Street 2/4/2020 1.01 NE 2nd Avenue south of NE 51st Street 2/4/2020 1.01 NE 2nd Avenue south of NE 46th Street 2/6/2020 1.01 NE 4th Court south of NE 67th Street 2/6/2020 1.01 NE 4th Court south of NE 59th Street 2/13/2020 1.00 Federal Highway north of NE 46th Street 2/6/2020 1.01 Biscayne Boulevard/US 1 north of NE 79th Street 2/6/2020 1.01 Biscayne Boulevard/US 1 north of NE 71st Street 2/11/2020 1.00 Biscayne Boulevard/US 1 south of NE 59th Street 2/4/2020 1.01 Biscayne Boulevard/US 1 south of NE 54th Street 2/4/2020 1.01 Biscayne Boulevard/US 1 south of NE 46th Street 2/4/2020 1.01 K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 4 March 2020 4 0 PUBl..r Kimley>>>Horn Updated Comprehensive Plan Amen G 0 4- Q. PROGRAMMED ROADWAY IMPROVEMENTS Local transportation plans were reviewed to gather planned and programme improvement information in the amendment area. The purpose of the plan review is t NOTICE This submittal needs to be scheduled fora puboc hearing In accordancewhh timelines set forth in the City of Miami Code. The appll®de decision -making body will review the information at the pubkc hearing to render a recommended on or a fnaldecla on. PZ-21-10809 I. 08/20/21 IE coW programmed capacity improvements for consideration in this analysis. The following transportation plans were reviewed as part of the background research. • City of Miami Capital Improvement Plan (CIP) • Miami -Dade Transportation Planning Organization (TPO) Transportation Improvement Program (TIP) • Florida Department of Transportation (FDOT) Five -Year Work Program • Miami -Dade County TPO Long Range Transportation Plan (LRTP) Relevant information from these plans is summarized below. City of Miami Capital Improvement Plan The City of Miami CIP specifies programmed transportation improvements to be implemented within the City of Miami over the next five (5) years. Based on the review, three (3) projects were identified within the study area, including: • NE 71st Street between NE 4th Court and Biscayne Boulevard/US 1 is programmed for improvements to the storm water system, curb and gutter, concrete sidewalk, and roadway resurfacing. • NE 3rd Avenue between NE 54th Street and NE 58th Terrace is programmed for road and swale reconstruction, drainage, sidewalk repairs, ADA compliance, and pavement markings. However, none of these projects are expected to increase roadway capacity. Detailed programmed roadway improvement projects are provided in Appendix B. Miami -Dade TPO Transportation Improvement Program The Miami -Dade TIP specifies programmed improvements to be implemented within Miami - Dade County over the next five (5) years. The 2020 TIP is for fiscal years 2020 to 2024. Improvements identified in the TIP are characterized as intermodal, highway, transit, aviation, K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 5 March 2020 4 0 PUBI. Kimley>>>Horn Updated Comprehensive Plan Amen G 0 4- Q. seaport, and non -motorized. Based on the review of the 2020 Miami -Dade projects were identified within the study area, including: Vr NOTICE This submittal needs to be scheduled fora puboc hearing In accordance whh timelines set forth in the City of Miami Code. The applicade decision-mallIng body will reWew the Information at the public hearing to render a recommendation or etnal decision. PZ-21-10809 08/20/21 w • SR 934/NE 82nd Street between Biscayne Boulevard/US 1 and NE 4th Place is pro I E 0 or intersection improvements. • NE 79th Street between 1-95 and Bayshore Court is programmed to undergo a PD&E/EMO study. • NE 2nd Avenue between NE 69th Street and West Little River Canal is programmed for street and traffic operational improvements. • N Miami Avenue between N 17th Street and N 87th Street is programmed to undergo roadway resurfacing. f However, none of these projects are expected to increase roadway capacity. Detailed programmed roadway improvement projects are provided in Appendix B. Florida Department of Transportation's Five -Year Work Program The 2019-2023 FDOT Five Year Work Program specifies state regulated roadway improvements to be implemented over the next five (5) years. Based on the review of the 2019-2023 FDOT Work Program, three (3) projects were identified within the study area, including: • SR 944/NW 54th Street between NW 7th Avenue and Biscayne Boulevard/US 1 is programmed to undergo roadway resurfacing. • SR 944/NW 54th Street between NW 6th Court and NE 1st Avenue is programmed to undergo intersection improvements. • SR 5/Biscayne Boulevard/US 1 from NE 22nd Street to Sans Souci Boulevard is programmed for lighting improvements. • SR 934/NW 82nd Street from NW 79th Street to NE 10th Avenue is programmed for lighting improvements. However, none of these projects are expected to increase roadway capacity. Detailed programmed roadway improvement projects are provided in Appendix B. K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 6 March 2020 0 PUBt., Kimley>>>Horn Updated Comprehensive Plan Amen 4 0 4- Q. Miami -Dade TPO 2040 Long Range Transportation Plan The Miami -Dade 2040 LRTP, adopted by the Miami -Dade County TPO, was de NOTICE This submittal needs to be scheduled fora puboc hearing In accordancewhh timelines 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 decla on. PZ-21-10809 08/20/21 w long-term transportation investments in Miami -Dade County. The LRTP focuses on ' VlEW COO transportation infrastructure needs including roadways, transit facilities, bicycle facilities, pedestrian facilities, and other modes of transportation. Based on the review of the Miami -Dade TPO LRTP, one (1) project was identified within the study area, including: • NE 2nd Avenue between NE 36th Street and NE 71st Street is programmed for protected on -road bicycle facilities and pedestrian improvements. However, this project is not expected to increase roadway capacity. Detailed programmed roadway improvement projects are provided in Appendix B. K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 7 March 2020 0 PUB�r Kimley>>>Horn Updated Comprehensive Plan Amen 4 0 4- Q. CAPACITY ANALYSIS METHODOLOGY Level of Service Standard NOTICE This submittal needs to be scheduled fora puboc hearing In acoordxnce whh timelines 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 fnaldecla on. PZ-21-10809 08/20/21 •t`w V44' !EW COV Level of service (LOS) is the traffic performance measure used in traffic impact analyses. Levels of service range from LOS A (free flow with negligible delays) to LOS F (heavily congested with long delays). The City of Miami has adopted LOS E as its minimum level of service standard and is based on the person -trip methodology. Transportation Corridor Level of Service Methodology Transportation corridor traffic conditions were examined by applying the methodology outlined in the Miami Comprehensive Neighborhood Plan. This methodology considers the person -trip capacity (including transit) for transportation corridors rather than evaluating only the vehicular capacity of a roadway. Level of service analyses were performed to assess the capacity of the transportation corridors evaluated in this study based on a comparison between person -trip volume and person -trip capacity within the corridors. The analyses of person -trip volumes and person -trip capacities account for both passenger vehicle and transit service within the corridors. Table 2 illustrates the level of service thresholds for each study corridor. The corridor level of service thresholds, measured in volume (v) to capacity (c) ratios, were developed consistent with the 2013 FDOT Quality/Level of Service Handbook. K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 8 March 2020 Kimley»>Horn Table 2: Transportation Level of Service Thresholds NOTICE PZ-21-10809� SR 934/NW82nd Street (WB)w tof NW 4th Awn." SR 934/NE 82nd Street west (WB)w NE 3rd IaceO. SR 934/NE 82nd Street s (WB)w tof US 1l . SR 934/NW 79th Street (EB)w st of NW 4th Avenue)S. SR 934/NW 79th Street (WB)west of NW 4th Avenuela. SR 934/NE 79th Stret (EB)w st of NE4.0 urd. SR 934/NE 79th Street (WB)west of NE 4. Courtls. SR 934/NE 79th Stret (EB)w st of NE loth en.. SR 934/NE 79th Stret (WB)w rtof NE loth en." SR 934/NE 79th Stret (EB/WB)east of Bayshore aurt NW 71st Stret (EB/WB)west of NW 2.A enuele• NW 71st Street (EB/WB)west of NE 2ndA enuele• NW 62nd Street (EB/WB)west of NW 2ntlA enue. F4e. RFVi NE 1st Av CU/C EW . I ^Y GOB. w NE 9thC Croft art.) LOS Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds A (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) B (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) C 2,407 0.96 2,407 0.96 2,407 0.96 1,229 0.46 296 0.46 1,112 0.46 370 0.46 1,112 0.46 370 0.46 1,170 0.46 333 0.46 333 0.46 657 0.43 1,719 0.96 788 0.43 D 2,520 1.00 2,520 1.00 2,520 1.00 2,646 0.98 600 0.94 2,394 0.98 750 0.94 2,394 0.98 750 0.94 2,520 0.98 675 0.94 675 0.94 1p67 0.96 1,800 1.00 1,760 0.96 E (2) (2) (2) (2) (2) (2) 2,688 1.00 640 1.00 2,432 1.00 800 1.00 2,432 1.00 800 1.00 2,560 1.00 720 1.00 720 1.00 1,530 1.00 (2) (2) 1,836 1.00 F - >1.00 - >1.00 - M.00 - M.00 - M.00 - M.00 - M.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - M.00 NE 61st Street (EB)west of NE 4. Co rt NW 54t Streef (EB/WB)west of NW 2ntl A enuel". NW 54th trere (EB/WB)west of NE 2ntl Av noel". NW 54th Streef (EB/WB)west of US 9S. NW 2. Avenue (NB) north of NW 75. Streefls. NW 2ntl Avenue (SB)north of NW 75th tree[ NW 2. Avenue (NB/SB) north of NW 64. Streefl"• NW 2. Avenue (NB/SB)south of NW 59th tree[ NW 2. Avenue (NB/SB) oath of NW 46th treef NW 2ntl Avenue (NB/SB)south of NW 46th treef North Miam' Avenue (NB/SB)north of N 75. St ere)). North Miam' Avenue (NB/SB)north of N 64. St erei" North Miami Avenue (NB/SB)south of N 59. St eetl"• North Miami Avenue (NB/SB) oath of N 46. Street.. North Miam' Avenue (NB/SB)south of N 46. St eetl"• LOS Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds A (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) B (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) C 788 0.43 1,815 0.96 1,815 0.96 1,815 0.96 657 0.43 333 0.46 266 0.46 266 0.46 266 0.46 266 0.46 1,633 0.96 1,633 0.96 1,633 0.96 1,633 0.96 1,633 0.96 D 1,760 0.96 1,900 1.00 1,900 1.00 1,900 1.00 1,467 0.96 675 0.94 540 0.94 540 0.94 540 0.94 540 0.94 1,710 1.00 1,710 1.00 1,710 1.00 1,710 1.00 1,710 1.00 E 1,836 1.00 (2) (2) (2) (2) (2) (2) 1,530 1.00 720 1.00 576 1.00 576 1.00 576 1.00 576 1.00 (2) (2) (2) (2) (2) (2) (2) (2) (2) (2) F - M.00 - >1.00 - >1.00 - >1.00 - M.00 - M.00 - M.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 NE 2nd Avenue (NB/SB) north of NE 75th St eeti" NE 2. Avenue (NB/SB) oath of NE 64. S reed)O. NE 2. Avenue (NB/SB) south of NE 5.h St eetl"• NE 2. Avenue (NB/SB) oath of NE 51st tree[ NE 2. Avenue (NB/SB) oath of NE 46th treef NE 4th Court (NB/SB) south of NE 61th S reed" NE 4th Court (NB/SB) south of NE 59th treef Federal Highway (NB/SB) oath of NE 46. S reef)" Biscayne B ulevard/ US 1(NB/SB) north of NE 19th S re.'" Biscayne B ulevard/ US 1(NB/S ) north of NE 11rt S reed"• Biscayne Boulevard/ US 1 (NB/S ) south of NE 59. S reef i.' Biscayne B ulevard/ US 1(NB/SB) south of NE 54. S reef." Biscayne Boulevard/ US 1(NB/SB south of NE 46. S reef." LOS Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds A (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) B (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) C 624 0.43 493 0.43 350 0.46 350 0.46 350 0.61 266 0.46 266 0.46 266 0.46 694 0.43 694 0.43 730 0.43 730 0.43 730 0.43 D 1,394 0.96 1,100 0.96 709 0.94 709 0.94 540 0.94 540 0.94 540 0.94 540 0.94 1,549 0.96 1,549 0.96 1,630 0.96 1,630 0.96 1,630 0.96 E 1,454 1.00 1,148 1.00 756 1.00 756 1.00 576 1.00 576 1.00 576 1.00 576 1.00 1,615 1.00 1,615 1.00 1,700 1.00 1,700 1.00 1,700 1.00 F - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 Note. (1) Based on Class l two-lane, one-waystate signalized roadway, with exclusive right -tom lane (5 percent capacity increase)and 1.2 one-way factor. (2) Based on Class II three -lane directional, undivided state signalized arterial with exclusive right -turn lane (5 percent capacity increase). (3) Based on Class II one -lane directional, undivided state signalized arterial with no exclusive turn lanes (20 percent capacity reduction). (4) Based on Class II three -lane directional, undivided state signalized arterial with exclusive turn lanes (5 percent capacity reduction). (5) Based on Class II one -lane directional, undivided state signalized arterial with exclusive left turn lanes. (6) Based on Class II three -lane directional, undivided state signalized arterial with exclusive left -tom lanes (5 percent capacity reduction). (7) Based on Class II three -lane directional, divided state signalized arterial with exclusive left -turn lanes. (8) Based on Class II non -state signalized roadway (10 percent capacity reduction), one -lane directional, undivided with exclusive left -turn lanes. (9) Based on Class II non -state signalized roadway (10 percent capacity reduction), two-lane directional divided, with exclusive left -turn lanes. (10) Based on Class I non -state signalized roadway (10 percent capacity reduction), two-lane directional divided, with exclusive left -turn lanes. (11) Based on Class II non -state signalized roadway (10 percent capacity reduction), two-lane one-way and 1.2 one-way factor. (12) Based on Class l two-lane, directional undivided state signalized arterial with exclusive left -turn lanes (5 percent capacity reduction). (13) Based on Class II non -state signalized roadway (10 percent capacity reduction), ono -lane directional, undivided with no exclusive turn lanes (20 percent capacity reduction). (14) Based on Class I non -state signalized roadway (10 percent capacity reduction), two-lane directional, undivided with exclusive left -turn lanes (5 percent capacity reduction). (15) Based on Class II non -state signalized roadway (10 percent capacity reduction), two-lane directional, undivided with exclusive left -turn lane (5 percent capacity reduction). (16) Based on Crass II non -state signalized roadway (10 percent capacity reduction), two-lane directional undivided, without exclusive turn lanes (25 percent capacity reduction). (17) Based on Class II non -state signalized roadway (10 percent capacity reduction), one -lane directional undivided, with exclusive left -turn lane (5 percent capacity increase). (18) Based on Class II non -state signalized roadway (10 percent capacity reduction), one -lane directional divided, with exclusive left -turn lane (5 percent capacity increase). (19) Based on Class II two-lane directional, undivided state signalized roadway, with exclusive left -turn lanes (5 percent capacity reduction). (20) Based on Class II two-lane directional, divided state signalized arterial. NB. Northbound SB. SoMhbound ES. Eastbound WB. Westbound K.\FTL TPTO\143184000 Ea44ide Ridge CDMP Update\Report\Eastside Ridge CDMP.dOG Page - 9 March 2020 4 0 PUBt., Kimley>>>Horn Updated Comprehensive Plan Amen G 0 4- Q. AMENDMENT SITE TRAFFIC Amendment traffic is defined as the vehicle trips generated by the amendm distribution and assignment of that traffic onto the study roadway network. ii- NOTICE This submittal needs to be scheduled fora puboc hearing In acoordxnce whh timelines 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 fnaldecla on. PZ-21-10809 08/20/21 sN 494'VIEW CO° Existing and Proposed Maximum Development Potential The amendment area has an existing maximum development potential of 1,456 high-rise residential dwelling units, 967,559 square feet of general office space, and 107,507 square feet of shopping center. The proposed development has a maximum development potential of 3,360 high-rise residential dwelling units, 1,320,883 square feet of general office space, and 146,765 square feet of shopping center. The existing and proposed maximum development potentials were calculated based on the amendment's 22.4-acre maximum allowable square footage for the development of residential, office, and retail land uses. Detailed existing and proposed maximum development potential calculations are included in Appendix C. Trip Generation Trip generation calculations for the proposed redevelopment were calculated using the Institute of Transportation Engineers' (ITE) Trip Generation Manual, 10th Edition. ITE Land use codes (LUC) 222 (Multifamily Housing [High -Rise]), 710 (General Office Building), and 820 (Shopping Center), were used for the existing and proposed maximum development programs. Detailed trip generation calculations are contained in Appendix D and summarized in Table 3. Multimodal and Pedestrian Reduction Factors In order to account for the urban environment in which the amendment is located, transit (multimodal) reduction and pedestrian reduction factors were applied to the site. It is expected that a portion of visitors, residents, and employees of the amendment will utilize transit or walk. Miami -Dade County Transit (MDT) provides bus service for several routes in the vicinity of the amendment. A 10.0 percent (10.0%) reduction factor was utilized for both the multimodal and pedestrian reductions as the amendment is located outside of the City of Miami's Development of Regional Impact (DRI). K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 10 March 2020 4 0 PUBr.r Kimley>>>Horn Updated Comprehensive Plan Amen G 0 4- Q. Internal Capture Internal capture is expected between complementary land uses within the ame NOTICE This submittal needs to be scheduled fora puboc hearing In acoordxnce whh timelines 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 decla on. PZ-21-10809 ►_ 08/20/21 capture trips are trips made among the on -site uses. Internal capture trips for the were determined based upon methodology contained in the Institute of Transportation Engineers' (ITE), Trip Generation Handbook, 3rd Edition. For the existing maximum development potential, there is an expected internal capture of 9.0 percent (9.0%) during the A.M. peak hour and 14.9 percent (14.9%) during the P.M. peak hour. For the proposed maximum development potential, there is an expected internal capture of 7.9 percent (7.9%) during the A.M. peak hour and 13.0 percent (13.0%) during the P.M. peak hour. Person -Trip Methodology ITE trip generation assumes a vehicle occupancy rate of 1.2 persons per vehicle; however, the City of Miami has determined that 1.4 persons per vehicle is more appropriate for the local area. Therefore, vehicular trips were reduced by 16 percent (16.0%) to adjust for this vehicle occupancy assumption. Net New Amendment Trips Table 3 summarizes the amendment's trip generation for the weekday A.M. and P.M. peak hours for the existing and proposed maximum development potentials. The amendment is expected to generate 567 net new A.M. peak hour vehicular trips (794 person -trips) and 671 net new P.M. peak hour vehicular trips (939 person -trips). K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 11 March 2020 Kimley>>>Horn Updated Comprehensive Plan Amen Table 3: Existing and Proposed Maximum Development Potential Trip Gene NOTICE This submittal needs to be scheduled fora puboc hearing In acoordxncc whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR resiew the information at the pubec hearing to render a recommended on or a final decla on. A.M.(P.M.) Peak Hour PZ-21-108 Entering '9,t.� 08/20/21 Future Land Use (ITE Code) Scale Net External Trips % Trips % RVr EVV Existing Maximum Development Potential Multifamily Housing (High -Rise) 331 24% 80 76% 251 (222) 1,456 du (308) (61%) (175) (39%) (133) General Office (710) 967,560 sf 706 86% 630 14% 76 (757) (16%) (117) (84%) (640) Shopping Center (820) 107,507 sf 114 62% 71 38% 43 (235) (48%) (121) (52%) (114) Existing Maximum Development Potential 1,151 781 370 (1,300) (413) (887) 16% VOF Reduction 184 125 59 (208) (66) (142) Existing Vehicle -Trips 967 656 311 (1,092) (347) (745) Existing Person -Trips (1.4 persons per vehicle) 1,354 918 436 (1,529) (486) (1,043) Proposed Maximum Development Potential Multifamily Housing (High -Rise) 751 24% 181 76% 570 (222) 3,360 du (792) (61%) (471) (39%) (321) General Office (710) 1,320,900 sf 959 86% 851 14% 108 (1,010) (16%) (151) (84%) (859) Shopping Center (820) 146,770 sf 116 62% 71 38% 45 (297) (48%) (152) (52%) (145) Proposed Maximum Development Potential 1,826 1,103 723 (2,099) (774) (1,325) 16% VOF Reduction 292 176 116 (336) (124) (212) Proposed Vehicle -Trips 1,534 927 607 (1,763) (650) (1,113) Proposed Person -Trips (1.4 persons per vehicle) 2,148 1,298 850 (2,468) (910) (1,558) Net Change (Proposed — Existing) Net New Vehicle Trips 567 271 296 (671) (303) (368) Net New Person -Trips 794 380 414 (939) (424) (515) 09 Trip Distribution and Assignment The likely distribution of amendment traffic was forecast for the trips generated by the proposed maximum development potential. The trip distribution was based on a cardinal trip distribution obtained from the MPO's 2040 Cost Feasible Plan for the amendment site's traffic analysis zone (TAZ 383). The cardinal trip distribution for TAZ 383 is provided in Table 4. The detailed cardinal distribution is contained in Appendix E. K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 12 March 2020 4 0 PUBL./ Kimley>>>Horn Updated Comprehensive Plan Amen G 0 4- Q. Table 4: Cardinal Trip Distribution Cardinal Direction Percentage of Trips North -Northeast 24 East -Northeast 1 East -Southeast 2 South -Southeast 5 South -Southwest 22 West -Southwest 20 West -Northwest 9 North -Northwest 17 Total 100 NOTICE This submittal needs to be' scheduled fora pubic hearing In accordance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pu bec hearing to render a recommended on or a final decM on. PZ-21-10809 08/20/21 v� �I Ew c0' K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 13 March 2020 4 0 PUB�r Kimley>>>Horn Updated Comprehensive Plan Amen G 0 4- Q. EXISTING CONDITIONS CAPACITY ANALYSIS Transportation Corridors it Vr NOTICE This submittal needs to be scheduled fora puboc hearing In acoordxnce whh timelines 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 fnaldecla on. PZ-21-10809 08/20/21 44,. ✓!EW CO0 Vehicular roadway conditions and transit ridership were examined to determine the existing level of service for the study corridors. Table 5 presents the unadjusted existing A.M. and P.M. peak hour directional traffic volumes. Twelve (12) Miami -Dade Transit (MDT) routes presently serve the study area during the A.M. and P.M. peak hours. • Route 2 operates with 7-minute headways in the northbound and southbound directions during the A.M. and P.M. peak hours. • Route 3 operates with 9-minute headways in the northbound and southbound directions during the A.M. peak hour, and 6-minute headways in the northbound direction during the P.M. peak hour. • Route 9 operates with 7-minute headways in the northbound and southbound directions during the A.M. and P.M. peak hours. • Route 10 operates with 10-minute headways in the northbound and southbound directions during the A.M. peak hour, and 12-minute headways in the northbound direction during the P.M. peak hour. • Route 16 operates with 15-minute headways in the northbound and southbound directions during the A.M. peak hour, and 10-minute headways in the northbound direction during the P.M. peak hour. • Route 33 operates with 9-minute headways in the southbound direction during the A.M. peak hour and 10-minute headways in the southbound direction during the P.M. peak hour. • Route 54 operates with 30-minute headways in the eastbound direction during the A.M. peak hour, 15-minute headways in the eastbound direction during the P.M. peak hour, and 20-minute headways in the eastbound and westbound directions during the A.M. and P.M. peak hours. K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 14 March 2020 0 PUB�r Kimley>>>Horn Updated Comprehensive Plan Amen 4 0 4- Q. • Route 62 operates with 7-minute headways in the northbound directions during the A.M. and P.M. peak hours. • Route 79 operates with 20-minute headways in the eastbound and westbou during the A.M. and P.M. peak hours. • Route 93 operates with 12-minute headways in the northbound direction during the A.M. and P.M. peak hours, and 15-minute headways in the southbound direction during the A.M. and P.M. peak hours. • Route 112/L operates with 5-minute headways in the eastbound and westbound direction during the A.M. and P.M. peak hours. • Route 202 operates with 60-minute headways in the northbound and southbound directions during the A.M. and P.M. peak hours. NOTICE This submittal needs to be scheduled fora puboc hearing In acoordxnce whh timelines set forth in the City of Kam Code. The applicade decision-mahing body will renewthe information at the public hearing to render a recommendation or a final decison. PZ-21-10809 08/20/21 <r, ;TeVIEW CO' MDT provides bus service along study corridors with bus capacities of 59 riders. The ridership capacities for the bus routes were calculated for the A.M. and P.M. peak hours using the appropriate headways and capacities. Metrobus route maps are included in Appendix F. Ridership data was obtained from MDT for the identified transit routes. The data reflects typical ridership along the routes using the most recent ridership data available. Tables 6 through 18 present the existing A.M. and P.M. peak hour ridership along the routes studied. Ridership data obtained from Miami -Dade Transit is included in Appendix F. K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 15 March 2020 Kimley>>Horn I A P P H V Updated Comprehensiv i,o CI PUBLI Q. c NOTICE rauca. .ivi. auu .ivi. can uur r.uau way uiuinc' peak �.49, Season Factor PZ-21-10509 O8/20/21 �4, Roadway Segment Direction 2020 Raw Evis ing Volumes (veh/hr) •Ttii- AM Peak Hour CpIJ`� •M Peak Hour From To AM Peak Hour PM Peak Hour SR934/NW/NE82nd Street NW 4th Avenue West of NW 4th Avenue Westbound 1,247 1,298 1.01 1,259 1,311 NE3rd Place West of NE 3rd Place Westbound 1,020 1,253 1.01 1,030 1,266 Biscayne Bouleva rd/US 1 West of Biscayne Boulevard/US 1 Westbound 978 1,082 1.01 988 1,093 SR 934/NW/NE 79th Street NW 4th Avenue West ofNW 4th Avenue Eastbound 1,290 1,321 1.01 1,303 1,334 Westbound 363 518 1.01 367 523 NE 4th Court West of NE 4th Court Eastbound 1,412 1,513 1.01 1,426 1,528 Westbound 405 623 1.01 409 629 NE10th Avenue West NE loth Avenue Eastbound 1,249 1,541 1.00 1,249 1,541 Westbound 717 458 1.00 717 458 Bayshore Court East of Bayshore Court Eastbound 1,764 1,613 1.00 1,764 1,613 Westbound 1,666 1,879 1.00 1,666 1,879 NW/NE 71st Street NW 2nd Avenue West of NW 2nd Avenue Eastbound 325 335 1.00 325 335 Westbound 288 392 1.00 288 392 NE2nd Avenue West of NE 2nd Avenue Eastbound 262 216 1.01 265 218 Westbound 184 283 1.01 186 286 NW/NE 62nd Street NW 2nd Avenue West of NW 2nd Avenue Eastbound 704 596 1.00 704 596 Westbound 945 694 1.00 945 694 NE 1st Avenue West of NE 1st Avenue Eastbound 521 449 1.00 521 449 Westbound 307 448 1.00 307 448 NE4th Court West of NE 4th Court Westbound 306 391 1.01 309 395 NE61st Street NE4th Court West of NE 4th Court Eastbound 369 335 1.01 373 338 NW/NE 54th Street NW2nd Avenue West of NW 2nd Avenue Eastbound 714 819 1.01 721 827 Westbound 566 692 1.01 572 699 NE 2nd Avenue West of NE 2nd Avenue Eastbound 518 490 1.01 523 495 Westbound 490 660 1.01 495 667 US 1 West of US 1 Eastbound 577 553 1.01 583 559 Westbound 341 646 1.01 344 652 NW 2nd Avenue NW 75th Street North of NW 75th Street Northbound 158 677 1.01 160 684 Southbound 167 110 1.01 169 111 NW 64th Street North of NW 64th Street Northbound 236 555 1.01 238 561 Southbound 353 242 1.01 357 244 NW 59th Street South of NW 59th Street Northbound 266 552 1.01 269 558 Southbound 325 322 1.01 328 325 N W 46th Street North of NW 46th Street Northbound 193 417 1.01 195 421 Southbound 342 231 1.01 345 233 N W 46th Street South of NW 46th Street Northbound 236 442 1.01 238 446 Southbound 423 257 1.01 427 260 North Miami Avenue N 75th Street Norm of N 75th Street Northbound 1,497 545 1.01 1,512 550 Southbound 511 1,143 1.01 516 1,154 N 64th Street Norm of N 64th Street Northbound 483 1,451 1.00 483 1,451 Southbound 1,517 456 1.00 1,517 456 N 59th Street South of N 59th Street Northbound 477 1,346 1.00 477 1,346 Southbound 1,433 439 1.00 1,433 439 N 46th Street Norm of N 46th Street Northbound 399 1,036 1.01 403 1,046 Southbound 1,211 418 1.01 1,223 422 N 46th Street South of N 46th Street Northbound 382 1,014 1.01 386 1,024 Southbound 1,222 415 1.01 1,234 419 NE2nd Avenue NEJSth Street North of NE 75th Street Northbound 334 787 1.01 337 795 Southbound 757 397 1.01 765 401 NE64th Street North of NE 64th Street Northbound 479 1,030 1.01 484 1,040 Southbound 905 476 1.01 914 481 NE59th Street South of NE 59th Street Northbound 327 886 1.01 330 895 Southbound 882 489 1.01 891 494 NE 51st Street South of NE 51st Street Northbound 394 826 1.01 398 834 Southbound 715 432 1.01 722 436 NE46th Street South of NE46th Street Northbound 225 548 1.01 227 553 Southbound 673 379 1.01 680 383 NE4th Court NE67th Street South of NE67th Street Northbound 299 640 1.01 302 646 Southbound 468 221 1.01 473 223 NE59th Street South of NE59th Street Northbound 455 186 1.00 455 186 Southbound 192 585 1.00 192 585 Federal Highway NE46th Street North of NE46th Street Northbound 299 502 1.01 302 507 Southbound 652 286 1.01 659 289 Biscayne Boulevard/US1 NE]9th Street North of NE 79th Street Northbound 987 1,193 1.01 997 1,205 Southbound 1,557 1,147 1.01 1,573 1,158 NE Jlst Street North of NE Jlst Street Northbound 1,070 1,165 1.00 1,070 1,165 Southbound 1,812 1,221 1.00 1,812 1,221 NE59th Street South of NE 59th Street Northbound 985 1,400 1.01 995 1,414 Southbound 1,684 1,162 1.01 1,701 1,174 NE54th Street South of NE 54th Street Northbound 797 1,368 1.01 805 1,382 Southbound 1,698 1,078 1.01 1,715 1,089 NE46th Street South of NE 46th Street Northbound 852 1,490 1.01 861 1,505 Southbound 1,845 1,158 1.01 1,863 1,170 K \Fll_TPFOU43181000 Eastside Ridge CrMP update\Revorc\Eatside Ridge CDMP.dow Page - 16 March 2020 Kimley>>>Horn Updated Comprehensive Plan Amen Table 6: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on SR 934/ NOTICE This submittal needs to be scheduled fora pubdc hearing In acoordxnrc whh timelines set forth in the City of Miami Code. The appli l o decision-mahing body will ra0ewthe information at the pubec nearing to render a recommendation or a anal decldon. Transit Route Information Direction of Travel Peak Hour Headways A.M. (P.M.) in minutes Buses per Hour A.M. (P.M.) Capacity Per Vehicle (riders) Peak Hour Directional Person -Trip Capacity A M. (P.M.) , PZ-21-1080 4.51. • 74. 08/20/21 A' „. --� . A. Vi E W C SR 934/NW 82nd Street west of NW 4th Avenue, SR 934/NE 82nd Street west of NE 3rd Place & SR 934/NE 82nd Street west of US 1 20 3 177 15 riders Route 79 Westbound 59 (20) (3) (177) (38 riders) 5 13 767 143 riders Route 112/L Westbound 59 (5) (13) (767) (411 riders) Route 202 Southbound/ 60 1 59 59 5 riders Westbound (60) (1) (59) (3 riders) 17 1,003 163 riders Westbound - - (17) (1,003) (452 riders) Table 7: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on SR 934/NW/NE 79th Street Transit Route Information Direction of Travel Peak Hour Headways A.M. (P.M.) in minutes Buses per Hour A.M. (P.M.) Capacity Per Vehicle (riders) Peak Hour Directional Person -Trip Capacity A.M(P M) Peak Hour Directional Route Ridership A.M. (P.M.) SR 934/NW 79th Street west of NW 4th Avenue & NE 79th Street west of NE 4 Court 20 3 177 48 riders Eastbound 59 Route 79 (20) (3) (177) (26 riders) 20 3 177 15 riders Westbound 59 (20) (3) (177) (38 riders) 5 13 767 512 riders Eastbound 59 Route 112/L (5) (13) (767) (184 riders) 5 13 767 143 riders Westbound 59 (5) (13) (767) (411 riders) Northbound/ 60 1 59 6 riders Eastbound (60) (1) 59 (59) (4 riders) Route 202 Southbound/ 60 1 59 5 riders Westbound (60) (1) 59 (59) (3 riders) 17 1,003 566 riders Eastbound - - Total (17) (1,003) (214 riders) 17 1,003 163 riders Westbound - - (17) (1,003) (452 riders) 9 K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 17 March 2020 Kimley>>>Horn Updated Comprehensive Plan Amen Table 8: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on N NOTICE This submittal needs to be scheduled fora pubec hearing In acoordanrc whh timelines set forth in the City of Miami Code. The appli®de decision -malting body will review the Information at the pubec hearing to render a recommended on or a final decision. Transit Route Information Direction of Travel Peak Hour Headways A.M. (P.M.) in minutes Buses per Hour A.M. (P.M.) Capacity p y Per Vehicle (riders) Peak Hour Directional Person -Trip Capacity A.M. (P.M.) PZ-21-1080 � \\ '9�. 08/20/21 A ---____--- Rou - ES/I EW C A.M. (P. . NW 2nd Avenue north of NW 75th Street, NW 2nd Avenue north of NW 64th Street NW 2nd Avenue south of NW 59th Street, NW 2nd Avenue north of NW 46th Street & NW 2nd Avenue south of NW 46th Street 7 9 531 49 riders Northbound 59 Route 2 (7) (9) (531) (64 riders) 7 9 531 58 riders Southbound 59 (7) (9) (531) (66 riders) 60 1 59 6 riders Northbound 59 (60) (1) (59) (4 riders) Route 202 60 1 59 5 riders Southbound 59 (60) (1) (59) (3 riders) 10 590 55 riders Northbound - - (10) (590) (68 riders) Total 10 590 63 riders Southbound - - (10) (590) (69 riders) Table 9: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on North Miami Avenue Transit Route Information Direction of Travel Peak Hour Headways A.M. (P.M.) in minutes Buses per Hour A.M. (P.M.) Capacity Per Vehicle (riders) Peak Hour Directional Person -Trip Capacity A.M. (P.M.) Peak Hour Directional Route Ridership A.M. (P.M.) North Miami Avenue north of NW 75th Street, North Miami Avenue north of NW 64th Street, North Miami Avenue south of NW 59th Street, North Miami Avenue north of NW 46th Street & North Miami Avenue south of NW 46th Street 7 9 531 49 riders Northbound 59 Route 2 (7) (9) (531) (64 riders) 7 9 531 58 riders Southbound 59 (7) (9) (531) (66 riders) 7 8 472 125 riders Northbound 59 Route 9 (7) (8) (472) (185 riders) 7 8 472 192 riders Southbound 59 (7) (8) (472) (89 riders) 10 6 354 73 riders Northbound 59 (12) (5) (295) (106 riders) Route 10 10 6 354 104 riders Southbound 59 (12) (5) (295) (40 riders) 60 1 59 6 riders Northbound 59 (60) (1) (59) (4 riders) Route 202 60 1 59 5 riders Southbound 59 (60) (1) (59) (3 riders) 24 1,416 253 riders Northbound - - Total (23) (1,357) (359 riders) 24 1,416 359 riders Southbound - - (23) (1,357) (198 riders) 9 K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 18 March 2020 Kimley>>>Horn Updated Comprehensive Plan Amen Table 10: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on NE 2nd Ave Biscayne Boulevard/US 1 NOTICE This submittal needs to be scheduled fora public hearing In acoordxnrc whh timelines set forth in the City of Miami Code. The applies Lie decision -making body will review the intormation at the public nearing to render a recommendation or a fine decla on. PZ-21-10809 Transit Route Information Direction of Travel Peak Hour Headways A M. yHour (P.M.) in minutes Buses per A.M. (P.M.) Capacity Per Vehicle (riders) Peak Hour Directional Person -Trip Capacity A.M. (P.M.) � 08/20/21 R Dir .�Vj E W C. Route Ridership A.M. (P.M.) NE 2nd Avenue north of NE 75th Street, NE 2nd Avenue north of NE 64th Street, NE 4 Court south of NE 67 Street & Biscayne Boulevard/US 1 north of NE 71st Street 9 7 413 141 riders Northbound 59 Route 3 (6) (10) (590) (248 riders) 9 7 413 174 riders Southbound 59 (6) (10) (590) (186 riders) 7 8 472 125 riders Northbound 59 Route 9 (7) (8) (472) (185 riders) 7 8 472 192 riders Southbound 59 (7) (8) (472) (89 riders) 10 6 354 73 riders Northbound 59 Route 10 (12) (5) (295) (106 riders) 10 6 354 104 riders Southbound 59 (12) (5) (295) (40 riders) 15 4 236 35 riders Northbound 59 Route 16 (10) (3) (177) (149 riders) 15 4 236 42 riders Southbound 59 (10) (4) (236) (55 riders) 12 5 295 99 riders Northbound 59 Route 93 (12) (5) (295) (93 riders) 15 4 236 89 riders Southbound 59 (15) (4) (236) (92 riders) 60 1 59 6 riders Northbound 59 Route 202 (60) (1) (59) (4 riders) 60 1 59 5 riders Southbound 59 (60) (1) (59) (3 riders) 31 1,829 479 riders Northbound - - Total (32) (1,888) (785 riders) 30 1,770 606 riders Southbound - - (32) (1,888) (465 riders) K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 19 March 2020 Kimley>>>Horn Updated Comprehensive Plan Amen Table 11: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on Biscayn NOTICE This submittal needs to be scheduled fora puboc hearing In accordance whh timelines set forth in the City of Miami Code. The applies Lie decision -making body will review the information at the pane hearing to render a recommendation or a anal decly on. Transit Route Information Direction of Travel Peak Hour Headways A.M. (P.M.) in minutes Buses per Hour A.M. (P.M.) Capacity Per Vehicle (riders) Peak Hour Directional Person -Trip Capacity A.M. (P.M.) PZ-21-1080 � 08/20/21 A' Route i C A.M. (P.M.) Biscayne Boulevard/US 1 north of NE 79th Street 9 7 413 141 riders Northbound 59 Route 3 (6) (10) (590) (248 riders) 9 7 413 174 riders Southbound 59 (6) (10) (590) (186 riders) 15 4 236 35 riders Northbound 59 Route 16 (10) (3) (177) (149 riders) 15 4 236 42 riders Southbound 59 (10) (4) (236) (55 riders) 9 7 413 32 riders Route 33 Southbound 59 (10) (6) (354) (24 riders) 12 5 295 99 riders Northbound 59 Route 93 (12) (5) (295) (93 riders) 15 4 236 89 riders Southbound 59 (15) (4) (236) (92 riders) 16 944 275 riders Northbound - - Total (18) (1,062) (490 riders) 22 1,298 337 riders Southbound - - (24) (1,416) (357 riders) K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 20 March 2020 Kimley>>>Horn Updated Comprehensive Plan Amen Table 12: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on NE 2"tl A Biscayne Boulevard/US 1, and Federal Highway NOTICE This submittal needs to be scheduled fora pubic hearing In accordance whh timelines set forth in the City of Miami Code -The applies Lie decision-mahing body will review thelgjppnatlon at the public hearing to render a recommendation or a final decision. PZ-21-10809 Transit Route Information Direction of Travel Peak Hour Headways A.M. (P.M.) in minutes Buses per Hour A.M. (P.M.) Capacity Per Vehicle (riders) Peak Hour Directional Person -Trip Capacity A.M. (P.M.) I . t'8/20/21 �� - Fview C Route Ri. - • A.M. (P.M.) NE 2nd Avenue south of NE 46th Street, NE 2nd Avenue north of NE 50th Terrace, NE 2nd Avenue south of NE 59th Street NE 4th Court south of NE 59th Street, Biscayne Boulevard/US 1 south of NE 59th Street, Biscayne Boulevard/US 1 south of NE 54th Street Biscayne Boulevard/US 1 south of NE 46th Street & Federal Highway north of NE 46th Street 9 7 413 141 riders Northbound 59 Route 3 (6) (10) (590) (248 riders) 9 7 413 174 riders Southbound 59 (6) (10) (590) (186 riders) 7 8 472 125 riders Northbound 59 Route 9 (7) (8) (472) (185 riders) 7 8 472 192 riders Southbound 59 (7) (8) (472) (89 riders) 10 6 354 73 riders Northbound 59 Route 10 (12) (5) (295) (106 riders) 10 6 354 104 riders Southbound 59 (12) (5) (295) (40 riders) 15 4 236 35 riders Northbound 59 Route 16 (10) (3) (177) (149 riders) 15 4 236 42 riders Southbound 59 (10) (4) (236) (55 riders) Westbound/ 7 8 59 472 21 riders Northbound (7) (8) (472) (24 riders) Route 62 Eastbound/ 7 8 472 3 riders Southbound (7) (8) 59 (472) (1 riders) 12 5 295 99 riders Northbound 59 Route 93 (12) (5) (295) (93 riders) 15 4 236 89 riders Southbound 59 (15) (4) (236) (92 riders) 60 1 59 6 riders Northbound 59 Route 202 (60) (1) (59) (4 riders) 60 1 59 5 riders Southbound 59 (60) (1) (59) (3 riders) 39 2,301 500 riders Northbound - - Total (40) (2,360) (809 riders) 38 2,242 609 riders Southbound - - (40) (2,360) (466 riders) K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 21 March 2020 Kimley>>>Horn Updated Comprehensive Plan Amen Table 13: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on NW NOTICE This submittal needs to be scheduled fora pubec hearing In acoordxnre whh timelines set forth in the City of Miami Code. The appli®de decision -malting body will re lewthe Information at the pubec hearing to render a rsommendatl on or a final decision. Transit Route Information Direction of Travel Peak Hour Headways A.M. (P.M.) in minutes Buses per Hour A.M. (P.M.) Capacity Per Vehicle (riders) Peak Hour Directional Person -Trip Capacity A.M. (P.M.) PZ-21-1080 ,� '��. 08/20/21 /P Rout - VIEW C A.M. (P.M. NW 71st Street west of NW 2nd Avenue & NE 71st Street west of NE 2nd Avenue Northbound/ 60 1 59 6 riders 59 Eastbound (60) (1) (59) (4 riders) Route 202 Southbound/ 60 1 59 5 riders 59 Westbound (60) (1) (59) (3 riders) 1 59 6 riders Eastbound - - (1) (59) (4 riders) Total 1 59 5 riders Westbound - - (1) (59) (3 riders) Table 14: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on NW 62nd Street Transit Route Information Direction of Travel Peak Hour Headways A.M. (P.M.) in minutes Buses per Hour A.M. (P.M.) Capacity Per Vehicle (riders) Peak Hour Directional Person -Trip Capacity A.M(P M) Peak Hour Directional Route Ridership A.M. (P.M.) NW 62nd Street west of NW 2nd Avenue & NW 62nd Street west of NW 1st Avenue Westbound/ 7 8 472 21 riders Northbound (7) (8) 59 (472) (24 riders) Route 62 Eastbound/ 7 8 472 3 riders Southbound (7) (8) 59 (472) (1 riders) Southbound/ 60 1 59 5 riders Eastbound (60) (1) 59 (59) (3 riders) Route 202 Northbound/ 60 1 59 6 riders Westbound (60) (1) 59 (59) (4 riders) 9 531 8 riders Eastbound - - Total (9) (531) (4 riders) 9 531 27 riders Westbound - - (9) (531) (28 riders) Table 15: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on NW 62nd/61st Street Transit Route Information Direction of Travel Peak Hour Headways A.M. (P.M.) in minutes Buses per Hour A.M. (P.M.) Capacity Per Vehicle (riders) Peak Hour Directional Person -Trip Capacity A.M. (P.M.) Peak Hour Directional Route Ridership A.M. (P.M.) NW 61st/62nd Street (eastbound) west of NE 4th Court 7 8 472 3 riders Route 62 Eastbound 59 (7) (8) (472) (1 riders) Route 202 Southbound/ 60 1 59 59 5 riders Eastbound (60) (1) (59) (3 riders) 9 531 8 riders Total Eastbound - - (9) (531) (4 riders) 9 K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 22 March 2020 Kimley>>>Horn Updated Comprehensive Plan Amen Table 16: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on N NOTICE This submittal needs to be scheduled fora pubic hearing In acoordanre whh tmatinee set forth in the City of Miami Code. The appLIca o decision -malting body NOR review the intonation at the pu bec hearing to render a recommended on or a final decla on. Transit Route Information Direction of Travel Peak Hour Headways A.M. (P.M.) in minutes Buses per Hour A.M. (P.M.) Capacity Per Vehicle (riders) Peak Hour Directional Person-TripV! Capacity A.M. (P.M.) J, PZ-21-1080 �� 08/20/21 .N�, jr Route C A.M. (P.M.) 62nd Street (westbound) west of NE 4th Court 7 8 472 21 riders Route 62 Westbound 59 (7) (8) (472) (24 riders) Route 202 Northbound/ 60 1 59 59 5 riders Westbound (60) (1) (59) (3 riders) 9 531 26 riders Total Westbound - - (9) (531) (27 riders) Table 17: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on NW/NE 54th Street Transit Route Information Direction of Travel Peak Hour Headways A.M. (P.M.) in minutes Buses per Hour A.M. (P.M.) Capacity Per Vehicle (riders) Peak Hour Directional Person -Trip Capacity A.M. (P.M.) Peak Hour Directional Route Ridership A.M. (P.M.) NW 54th Street west of NW 2nd Avenue, NE 54th Street west of NE 2nd Avenue & NE 54th Street west of US 1 30 2 118 5 riders Eastbound 59 Route 54 (15) (4) (236) (9 riders) 20 3 177 7 riders Westbound 59 (20) (3) (177) (10 riders) Northbound/ 60 1 59 6 riders 59 Eastbound (60) (1) (59) (4 riders) Route 202 Southbound/ 60 1 59 5 riders 59 Westbound (60) (1) (59) (3 riders) 3 177 11 riders Eastbound - - Total (5) (295) (13 riders) 4 236 12 riders Westbound - - (4) (236) (13 riders) 9 K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 23 March 2020 Kimley>>>Horn Updated Comprehensive Plan Amen Table 18: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on N NOTICE This submittal needs to be scheduled fora puboc hearing In acoordxnrc whh timelines set forth in the City of Miami Code. The appll®de decision -malting body NOR re1ew the Information at the pubec hearing to render a recommended on or a final decla on. Transit Route Information Direction of Travel Peak Hour Headways A.M. (P.M.) in minutes Buses per Hour A.M. (P.M.) Capacity Per Vehicle (riders) Peak Hour Directional Person -Trip Capacity A.M. (P.M.) �, PZ-21-1080 �q 08/20/21 .t`�, Route tV! C A.M. (P.M.) NE 79th Street west of NE 10th Avenue & NE 79 Street east of Bayshore Court 20 3 177 48 riders Eastbound 59 (20) (3) (177) (26 riders) Route 79 20 3 177 15 riders Westbound 59 (20) (3) (177) (38 riders) 5 13 767 512 riders Eastbound 59 (5) (13) (767) (184 riders) Route 112/L 5 13 767 143 riders Westbound 59 (5) (13) (767) (411 riders) 16 944 560 riders Eastbound - - Total (16) (944) (210 riders) 16 944 158 riders Westbound - - (16) (944) (449 riders) 9 Total person -trip volumes (vehicular and transit) were compared to the total person -trip capacities to determine person -trip level of service for the study area's transportation corridors. The person -trip volume to capacity (v/c) ratios were compared to the person -trip v/c level of service designations outlined in Table 2. Table 19 and Table 20 present the existing transportation corridor levels of service. As indicated, the transportation corridors have excess person -trip capacity during the A.M. and P.M. peak hours and operate at adopted levels of service. K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 24 March 2020 Kimley>>Horn Roadway Segment Fro Direction Table 19: Existing A.M. Peak Hour Roadway Capacity 2020 AM Peak Season Volumes Transit Ridership AM Peak Hour Total Volume IVI Directional Peak Hour Capadityl' AM Peak Hour Trans Capacity AM Peak Hour Total Capacity (Cl AM P SR 934/NW/NE 82nd Stree SR 934/NW/NE 79th Street NW 4tb Avenue NE 3rd Place Biscayne Boulevard/US MN 4th Avenue NE 4th Court West of NW 4th Avenue West of NE 3rd Place est of Biscayne Boulevard/US West of NW 4th Avenue West of NE 4th Court estbound estbound estbound Eastbound Westbound Eastbound Westbound 988 1,303 367 1,426 409 Perso Trips 1,763 1442 38 1,824 514 1,996 573 Person -Trips Person -Trip Vehic 63 566 163 566 163 2,390 677 2,562 736 2520 2 520 2,520 2,688 640 2,432 800 Person -Trips 3,528 3 528 528 3,763 896 3,405 1120 Person -Trip Person -Trips 1,003 1 003 ,00 1,003 1,003 1,003 1 003 4,531 4 531 ,53 4,766 1,899 4,408 2 123 NOTICE f PZ-21-10809 r: 08/20/21 4.0 P Effihhot, EW 0'-�� 2,376 1,222 1,845 1 387 0.5 0.356 0.581 0.346 NE 1,h Avenue BaysM1ore Court We, NE1,h Avenue East of Bayshore Court Eastbound Westbound Eastbound Westbound 1,249 1,764 1,666 749 1,004 2,470 2,332 560 158 560 158 2,309 1,162 3,030 2,490 2p32 800 2,560 2,560 3,405 1,120 3,584 3,584 944 944 944 944 4,349 2,064 4,528 4,528 2,040 902 1,498 2,038 0.531 0.563 0.669 0.550 NW/NE 71st Street NW 2nd Avenue W t f N W 2 d A Eastbound Westbound 325 288 455 403 461 408 720 720 1,008 1 008 59 59 1,067 1 067 606 659 0.432 0.383 NE 2nd Avenue West of NE 2nd Avenue Eastbound Westbound 265 186 371 260 377 265 720 720 1,008 1,008 59 59 1,067 1,067 690 802 0.353 0.249 NW/NE 62nd Street NW 2nd Avenue NE 1st Avenue NE 4th Court West of NW 2nd Avenue W t fNE1 to West of NE 4th Court Eastbound Westbound Eastbound Westbound Westbound 704 945 521 307 309 986 1,323 729 430 433 2] 2] 994 1,350 737 457 442 1,530 1,530 1,530 1,530 1,836 2,142 2,142 2,142 2,142 2,570 531 531 531 531 531 2,673 2,673 2,673 2,673 3,101 1,679 1,323 1,936 2,216 2,660 0.372 0.505 0.276 0.,1 0.142 NE 61st Street NE 4th Court West of NE 4th Court Eastbound 373 522 26 548 1,836 2,570 531 3,101 2,553 0.177 NW/NE 54th Street NW 2nd Avenue NE 2nd Avenue W t f N W 2 d A West of NE 2nd Avenue Eastbound Westbound Eastbound Westbound 721 572 523 495 1,009 801 732 693 11 12 11 12 1,020 813 743 705 1,900 1,900 1,900 1900 2,660 2,660 2,660 2 660 177 236 177 236 2,837 2,896 2,837 2 896 1,8, 2,083 2,094 2 191 0.360 0.281 0.262 0.243 US1 West of US1 Eastbound 583 816 11 827 1900 2 660 177 2 837 2 010 0.292 Westbound 344 482 12 494 1,900 2,660 236 2,896 2,402 0.,0 NW 2nd Avenue MN 75th Street MN 64th Street North of NW 75th St t North of NW 64th Street Northbound Soutbbound Northbound 160 169 238 224 237 333 55 63 55 279 300 388 1,530 720 576 2,142 1,008 806 236 236 236 2,378 1,244 1.2 2,099 944 654 0.117 0.241 0.372 Soutbbound 357 500 63 563 576 806 236 480 0.540 MN 59th Street South of NW 59th Street Northbound 269 377 55 432 576 806 236 611 0.414 Soutbbound 328 459 63 522 576 806 236 1.2 520 0.501 MN 46th Street North of NW 46th St t Northbound 195 273 55 328 576 806 236 714 0.315 Soutbbound 345 483 63 546 576 806 236 496 0.524 MN 46th Street South of NW 46th Street Northbound 238 333 55 388 576 806 236 654 0.372 Soutbbound 427 598 63 661 576 806 236 382 0.634 North Miami Avenue NE 2nd Aveme NE 4th Court N 75th Street N 64th Street N 59th Street N 46th Street N 46th Street NE 75th Street NE 64th Street North of 75th Street North of 64th Street South of N 59th Street North of 46th Street South of N 46th Street North of NE 75th St North of NE 64th Street Northbound Soutbbound Northbound Soutbbound Northbound Soutbbound Northbound 512 516 483 477 1,433 403 2,1, 722 676 2,124 668 2,006 564 253 359 253 359 253 359 253 2,370 1,081 929 2,483 921 2,365 1,710 1,710 1,710 1,710 1,710 1,710 1710 2,394 2,394 2,394 2,394 2,394 2,394 1,416 1,416 1,416 1,416 1,416 1,416 3,810 3,810 3,810 3,810 3,810 3,810 1,440 2,729 2,881 1,327 2,889 1,445 0.622 0.284 0.244 0.652 0.242 0.621 0.214 Southbound Northbound 1,223 386 1,712 540 359 253 2,071 793 1,710 1710 2,394 1,416 3,810 1,739 0.544 0.208 Southbound Northbound Southbound Northbound Southbound 1,234 337 765 484 914 1,728 472 1,071 678 359 479 606 479 606 2,087 951 1,677 1,157 1,710 1,454 1,148 1148 2,394 2,036 2,036 1,607 1,416 1,829 1,770 1,829 3,810 3,865 3,806 3,436 3 377 1,723 2,914 2,129 2,280 1492 0.548 0.246 0.441 0.337 0.558 NE 59th Street NE 51st Street South of NE 59th Street South of NE 51st Street Northbound 330 462 500 962 756 0.286 Southbound Northbound Southbound 891 398 722 1,247 557 609 500 609 1,856 1,057 756 756 756 1,058 1,058 2,242 2,301 3,300 3,359 1,444 2,302 0.562 0.315 0.491 NE 46th Street NE 67th Street NE 59th Street South of NE 46th Street South of NE 67th St South of NE 59th Street Northbound Southbound Northbound Southbound Northbound 227 680 302 473 455 318 952 423 662 637 500 609 479 606 500 818 1,561 902 1,268 1137 576 576 576 576 576 806 806 806 806 806 2,301 2,242 1,829 1,770 3,107 3,048 2,635 2,576 2,290 1,487 1,734 1,308 0.263 0.512 0.342 0.492 0.366 Southbound 192 269 609 878 576 806 2,242 3,048 0.288 Federal Highway NE 46th Street NE 79th Street NE 71st Street NE 59th Street NE 54th Street North of NE 46th Street North of NE 79th St North of NE 71st Street South of NE 59th Street South of NE 54th St Northbound Southbound Northbound Southbound Northbound 302 659 997 1,573 423 923 1,396 2,202 1498 500 609 275 337 479 923 1,532 1,671 2,539 576 576 1,615 1,615 806 806 2,261 2,261 2,301 2,242 944 1,298 3,107 3,048 3,205 3,559 2,185 0.297 0.502 Southbound Northbound 1,812 995 2,537 606 500 3,143 1,615 2,261 1,770 4,031 0.404 Southbound Northbound Southbound 1,701 805 2,381 1,127 609 500 609 2,990 1,627 1,700 1,700 2,380 2,380 2,242 2,301 4,622 4,681 NE 46th Street South of NE 46th Street Northbound Southbound 861 1,863 1,205 2,608 500 609 1,705 1,700 1,700 2,380 2,380 2,301 2,242 4,681 4,622 No, Nolumes (vMicles) were convert, to persoruMps using 1.4 person,Micle oc upancy per ty of Miami sMndarM. '4Directional peak ho r capacity derived from Me 2013 F or Qualily/LaS Hondhook and Me Miami .Nowntown rap Amendment Traffic Impact Analysis Page - 25 March 2020 Kimley»>Horn Table 20: Existing P.M. Peak Hour Roadway Capacity 10 PPU8/./c6' C•*e 9� nAmendment Traffic Impact Analysis et NOTICE Roadway 5 gment Direction 2020 PM Peak Season Volumes PM Peak Hour Transit Ridership PM Peak Hour Total Volume ry) Directional Pea pearCapaci ry PM Peak Hour Transit Capacity P Peak Hour Total Capacity(C) PM w onm. oa 08/20/21 tt GO Vehicles Person -Trips'. Person -Trips Person Trips Vehicles Person Tripslrl Person Trips Person Trips e IAPZ-21-10809� P A 2_��IC 2,3C] Alp, SR 934/NW/NE 82nd Street NW4th Avenue West of NW 4th Avenue Westbound NE 3rd Place Wwt of NE 3rd Place Westbound Biscayne Boulevard/US 1 West of Biscayne Boulevard/US 1 Westbound 2,549 NW4th Avenue West of NW 4th Avenue Eastbound .. . Westbound NE 4th Could West of NE 4th Court Eastbound 3p05 Westbound SR 934/MN/NE 79th Str t NE 10th Avenue West NE 10th Avenue Eastbound 3pCC5 Westbound Bayshore Court East of Bayshore Could Eastbound 2p68 Westbound NW/NE 71st Street NW 2nd Avenue West WNW 2nd Avenue Eastbound Westbound NE 2nd Avenue West of NE 2nd Avenue astbound Westbound NW/NE 62nd Street NW 2nd Avenue West WNW 2nd Avenue Eastbound Westbound NE 1st Avenue West of NE 1st Avenue Eastbound Westbound E 4th Could West of NE 4th Court Westbound NE 61st Street NE 4th Could West of NE 4th Court Eastbound NW/NE 54th Street NW 2nd Avenue West WNW 2nd Avenue Eastbound Westbound NE 2nd Avenue West of NE 2nd Avenue Eastbound Westbound US West of US Eastbound Westbound NW 2nd Avenue NW 75th Street North of NW 75th Street Northbound outhbound NW 64th Street North of NW 64th Street Northbound outhbound S 244 342 69 411 576 806 236 1,042 632 0394 C NW 59th Street South of NW 59th Street Northbound outhbound S 325 455 69 524 576 806 236 1,042 518 0503 D NW 46th Street North of NW 46th Street Northbound N 421 589 68 6 5 576 806 236 1,042 385 0631 D outhbound S 233 326 69 395 576 806 236 1,042 647 0379 C NW 46th Street South of NW 46th St W Northbound outhbound North Miami Avenue N 75th Street North of N 75th Street Northbound outhbound N 64th Street North of N 64th Street Northbound outhbound N 59th Street South of N 59th Street Northbound outhbound N 46th Street North of N 46th Street Northbound outhbound N 46th Street South of N 46th Street Northbound outhbound NE 2nd Avenue NE 75th Street North of NE 75th Street Northbound outhbound NE 64th Street North of NE 64th Street Northbound outhbound NE 59th Street South of NE 59th Street Northbound outhbound NE 51st Street South of NE 51st Street Northbound outhbound NE 46th Street South of NE 46th Street Northbound outhbound NE 4th Court NE 6hh Street South of NE 67th Street Northbound outM1bound NE 59th Street South of NE 59th Street oldM1bound outhbound Federal Highway NE 46th Street North of NE 46th Street Northbound outhbound Biscayne Boulevard/US1 NE 79th Street North of NE 79th Street Northbound outhbound NE 71st Street North of NE 71st Street Northbound 2p16 outhbound NE 59th Street South of NE 59th Street Northbound outhbound NE 54th Street South of NE 54th Street Northbound outhbound NE 46th Street South of NE 46th Street Northbound Southbound 1,170 1,638 466 2,104 1,700 2,380 2,360 4,740 2,636 0.444 D Not volumes(vehicles) were converted to person.trips win 1.4 person/vehicle o cupancy per City of Miami standards. Directional peak M10 r capacity derived from the 2013 00000 ry/LOS Handbook and the Miami Downtown DRI k \FR TPTO\143184000 Eastside Ridge COMP Update\Report\Eartside Ridge COMP.dcos Page - 26 March 2020 4 0 PUBl., G 0 4- a. Updated Comprehensive Plan Amen SHORT-TERM (YEAR 2025) CONDITIONS CAPACITY ANA Short-term (year 2025) conditions were analyzed with and without the proposed NOTICE This submittal needs to be scheduled fora puboc hearing In accordancewhh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR renew the information at the pubdc hearing to render a recommendation or a fnaldecla on. PZ-21-10809 08/20/21 a V44' IEW COV Background Area Growth Short-term growth on the study area's roadways was determined based on a comparison of the 2010 and 2040 traffic volumes from the Southeast Florida Regional Planning Model (SERPM) and from the 10-year historical growth trends calculated from FDOT count stations within the study area. A growth rate of 1.21 percent (1.21%) was used based on the SERPM model and 10-year historic growth. The growth rate was applied to the 2020 traffic data and compounded annually to develop the 2025 volumes. Detailed growth calculations are contained in Appendix G. Committed Developments The City of Miami identified the Miami Design District Special Area Plan (SAP), Miami Design District SAP Amendment, Miami Design District SAP Amendment #2, Magic City SAP, and Miami Jewish Health Systems as committed developments. These developments were included as a background condition. Available information for these developments is included in Appendix H. Roadway Segment Analysis Tables 21 through 24 provide a summary of the A.M. and P.M. peak hour roadway segment analyses for short-term (year 2025 conditions) without amendment traffic and short-term (year 2025 conditions) with amendment traffic. The results indicate that all roadway segments are expected to operate at adopted levels of service (LOS E or better). K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 27 March 2020 Kimley>>Horn Table 21: Short-term (Year 2025) A.M. Peak Hour Roadway Capacity PU8 , etN, 9 Amendment Traffic Impact Analysis a NOTICE Roadway y egmeM OueHion 2020 AM Peak Season Volumes Growth Rate 2025AM Peak Season Volumes Commi[[etl Developments AM Peak Hour Transit Ridership 2025 Background AM Peak Hour Total Volume (VI 0 cC a Iona Peak a Cap clly'I Peak Transit d[Cap "° PZ-21-10809 eunbmna e:� A�� ry ty Level LOS Vehicles PersomTripe Vehicles Person-Tripsl'I Vehicles Person-TripsM Person -Trips Person -Trips Vehicles Perso n-Trips"I S Perso n-Trips SR 934/NWrNE 82nd Street NW 4m Avenue West NW 4m Avenue Westbound Jot' 08/20/21 _F,p, 44B E3rd Place West of NE 3rd Place Westbound 6.314 Biscayne Boulevard/US West Biscayne Boulevard/US Westbound ,°0 0 CO' NW 4th Avenue West of NW 4th Avenue Eastbound Westbound 367 514 1.2. NE 4tM1 Court West of NE 4th Court Eastbound 4p08 Westbound SR 934/NW/NE 79th Street NE 1Mh Avenue West NE 1Mh Avenue Eastbound ,° Westbound Bayshore Court East of Bayshore Court Eastbound Westbound ,° NW/NE 7itSt t NW 2nd Avenue W t fNW2 dA Eastbound Westbound NE 2nd Avenue West of NE 2nd Avenue astbound Westbound 186 260 1.2. NW/NE 62nd Street NW 2nd Avenue West of NW 2nd Avenue Eastbound Westbound NE 1st Avenue West of NE 1st Avenue Eastbound ,° . Westbound E 4th Court West of NE 4th Court Westbound NE 61st Street NE 4th Court West of NE 4th Court Eastbound 373 522 1.2. NW/NE S. Street NW 2nd Avenue W t fNW2 dA Eastbound Westbound NE 2nd Avenue West of NE 2nd Avenue Eastbound .° Westbound US West ofUS1 Eastbound Westbound 344 482 1.2. NW 2nd Avenue NW 75th Street NoAh of NW 75th Street orthbound outh..cl NW 64th Street NoAh of NW 64th St t orthbound South..cl 357 500 1.2. NW 59th Street South of NW 59th St t orthbound outh..cl NW 46th Street NoAh of NW 46th Street orthbound .° outh..cl NW 46th Street South of NW 46th Street orthbound South..cl 427 598 1.2. North Miami Avenue N 75th Street North of N 75th Street orthbound outh..cl N 64th Street North of N 64th Street orthbound South..cl .° N 59th Street South of N 59th Street orthbound outh..cl N 46th Street North of N 46th Street N orthbound 403 564 .° 12. 428 599 ]] 108 253 960 1 710 2 394 1416 3 810 2 850 0252 C S South.. 1 223 1712 121°° 1 299 1 818 29 41 359 2 218 1710 2 394 1416 3 810 1 592 0582 C N 46th Street South of N 46th Street orthbound South..cl 1 234 1 728 1.2. NE 2nd Avenue NE 75th Street North of NE 75th Street orthbound outh..cl NE 64th Street North of NE 64th Street Northbound 484 678 121° .° 514 720 98 137 479 1 336 1 148 1607 1 829 3 436 2 100 0389 C S South.. 914 1 280 121°° 971 1 359 215 301 606 2 266 1 148 1607 1]]0 33]] 1111 0671 0 NE 59th Street South of NE 59th Street Northbound 330 462 12. 350 491 223 312 500 1 303 756 1 058 2 301 3 359 2056 0388 C S South.. 891 1247 121°° 946 1 325 84 11] 609 2051 756 1 058 2 242 3 300 1 249 0621 0 NE 51st Street South of NE 51st Street N orthbound 398 557 .° 121° 423 592 194 272 500 13. 756 1 058 2 301 3 359 1996 0406 C South.. S 722 1 011 121°° ]6] 1073 70 98 609 1780 756 1 058 2 242 3 300 1 520 0539 0 NE 46tM1 Street South of NE 46th Street orthbound South..cl 680 952 1.2. NE 4th Court NE 67th Street South of NE 67th Street orthboun d outhboun d NE 59th Street South of NE 59th Street orthbound South..cl 192 269 1.2. Federal Highway NE 46th Street North of NE 46th Street orthbound South..cl 659 923 1.2. Biscayne Boulevard/US1 NE 79th Street North of NE 79th Street orthbound outh..cl NE 71st Street NoAh of NE 71st Street orthbound outh..cl NE 59th Street South of NE 59th Street orthbound outh..cl NE 54th Street South of NE 54th Street Northbound 805 1127 121° .° 855 1197 123 1]2 500 1 869 1700 2 380 2 301 4 681 2 812 0399 C S South.. 1715 2 401 121°° 1 821 2 550 45 63 609 3 222 1700 2 380 2 242 4 622 1400 0697 0 NE 46th Street South of NE 46th Street orthbound South..cl 1,863 2,608 1.21.° 1,978 2,770 45 63 609 3,442 1,700 2,380 2,242 4,622 1,180 0.745 0 Not '''Volumes(vehicles) were converted to persomtops using 4person/vehicle occ panty per City of Miami standard. 0irecbonal peak M1 ur capacity derived from the 2013 FOOTOualily/LOS Handbook and the Mia mid:MAM wn PRl K \FTL TPTO\143184000 Eastside Ridge COMP Update\Report\E40t40e Ridge COMP.0O94 Page - 28 March 2020 Kimley>>Horn Table 22: Short-term (Year 2025) P.M. Peak Hour Roadway Capacity NOTICE Amendment Traffic Impact Analysis Directionon 20PSonVoes ::::::: CommittedDevelopments 2025 Background PM MPeak 9,�. 08/20/21 �s LOS From , tl Vehicles personiripsltl Person -trips Person -trips Vehicles personidpsltl Person -[rips SR 934/NW/NE 82nd Street NW 4th Avenue West of NW 4th Avenue Westbound 1,311 1,835 1.2. 1,392 1,949 0 0 452 2,401 2,520 3,528 1,003 110 .515 NE 3rd Place West of NE 3rd Place Westbound 1,266 1,772 1.2. 1,344 1,882 0 0 452 2,334 2,520 3,528 1,003 F ^ Biscayne Boulevard/US1 West of Biscayne Boulevard/US 1 Westbound 1,093 1,530 1.2. 1,161 1,625 0 0 452 2,077 2,520 3,528 1,003 - F IEw CO MN 4tb Avenue West of MN 4tM1A E Eastbound 1,334 1,868 1.2. 1,983 0 0 214 2,197 2,688 3,763 1,003 766 0.461 Westbound 523 732 1.2. 778 0 0 452 1230 640 896 1003 1899 669 0..8 NE 4tb Court West of NE 4tb Court Eastbound 1,528 2,139 1.2. 1,623 2,272 0 0 214 2,486 2,432 3,405 1,003 4,408 1,922 0.564 Westbound 629 881 1.2. 668 935 0 0 452 1387 800 1120 1003 2123 736 0.653 SR 934/NW/NE 79tM1 Street NE 10[M1 Avenue West NE 10[M1 Avenue Eastbound 11 2 157 1.2. 1 637 2 291 0 0 210 2 501 2 432 3 405 944 4 349 1.8 0.575 Westbound 458 641 1.2. 486 681 0 0 449 1 130 800 1 120 944 2064 934 0.547 BaysM1ore Court East of BaysM1ore Court Eastbound 1,613 2,258 1.2.,713 2,398 0 0 210 2,608 2,560 3,584 944 4,528 1,920 0.576 Westbound 1 879 2 631 1.2. 1995 2 794 0 0 449 3 243 2 560 3 584 944 4 528 1 285 0.716 NW/NE ]1st Street MN 2nd Avenue W t fNW2 dA Eastbound 335 469 1.2. 356 498 0 0 502 720 1,008 59 1,067 565 0.470 Westbound 392 549 1.2. 416 583 0 0 3 586 720 1 008 59 1 067 481 0.549 NE 2nd Avenue West of NE 2nd Avenue Eastbound 218 305 1.2. 232 324 0 0 328 720 1 008 59 1 067 739 0.307 Westbound 286 400 1.2. 304 425 0 0 3 428 720 1,008 59 1,067 639 0.401 NW/NE 62nd Street MN 2nd Avenue West of MN 2nd Avenue Eastbound 596 834 1.2. 633 886 346 485 1,375 1,530 2,142 531 2,673 1,298 0.514 Westbound 694 972 1.2. 737 1 032 770 1 078 28 2 138 1 530 2 142 531 2 673 535 0.800 NE ]st Avenue W t fNE1tA Eastbound 449 629 1.2. 477 668 346 485 1,530 2,142 531 2,673 1 ,516 0.433 Westbound 448 627 1.2. 476 666 770 1,078 28 1,772 1,530 2,142 531 2,673 901 0.663 E 4tb Court West of NE 4tb Court Westbound 395 553 1.2. 419 587 387 542 1,134 1,836 2,570 531 3,101 1,968 0.366 NE 61st Street NE 4tb Court West of NE 4tb Court Eastbound 338 473 1.2. 359 503 566 792 27 1,322 1,836 2,570 531 3,101 1,779 0.426 NW/NE 54tM1 Street NW 2nd Avenue West of NW 2nd Avenue Eastbound 827 1158 1.2. 878 1 230 13 1 250 1900 2 660 295 2 955 1 705 0.423 Westbound 699 979 1.2. 742 1 039 7 10 13 1 062 1900 2 660 236 2 896 1 834 0.367 NE 2nd Avenue West of NE 2nd Avenue Eastbound 495 693 1.2. 526 736 6 13 1900 2660 295 2955 2200 0.255 Westbound 667 934 1.2. 708 992 13 1012 1 900 2 660 236 2 896 1 884 0.349 US1 West of US1 Eastbound 559 783 1.2. 594 831 6 8 13 852 1,900 2,660 295 2,955 2,103 0.288 Westbound 652 913 1.2. 692 969 9 13 13 995 1 900 2 660 236 2 896 1901 0.343 NW 2nd Avenue MN 75tM1 Street North of NW ]Stb Street Northbound 684 958 1.2. 726 1 0, 91 127 68 1 212 1 530 2 142 236 2 378 1166 0.510 outhbound 111 155 1.2. 118 165 39 55 69 289 720 1 008 236 1 244 955 0.232 MN 66tM1 Street North of NW 66tb Street Northbound 561 785 1.2. 596 834 91 127 68 1,029 576 806 236 1,042 13 0.988 outhbound 244 342 1.2. 259 363 39 55 69 487 576 806 236 1 042 556 0.467 MN 59tM1 Street South of MN 59tb Street Northbound 558 781 1.2. 593 830 40 56 68 954 576 806 236 1,042 88 0.915 outhbound 325 455 1.2. 345 483 91 127 69 679 576 806 236 1 042 363 0.652 MN 46tM1 Street North of NW 46tb Street Northbound 421 589 1.2. 447 626 40 56 68 750 576 806 236 1,042 292 0.719 outhbound 233 326 1.2. 247 346 91 127 69 542 576 806 236 1 042 500 0.520 MN 46tM1 Street South of MN 46tb Street Northbound 446 624 1.2. 474 663 40 56 68 787 576 806 236 1,042 255 0.755 outhbound 260 364 1.2. 276 387 91 127 69 583 576 806 236 1,042 459 0.560 North Miami Avenue N 75tM1 Street North of N 75tM1 Street Northbound 550 770 1.2. 584 818 134 188 359 1,365 1,710 2,394 1,357 3,751 2,386 0.364 outhbound 1,154 1,616 1.2. 1,226 1,716 75 105 198 2,019 1,710 2,394 1,357 3,751 1,732 0.538 N 66tM1 Street North of N 66tM1 Street Northbound 1 2,031 1.2. 1 2,157 134 188 359 2,704 ,710 2,394 1,357 3,751 1,06] 0.R1 outhbound 4561 638 1.2. 484 678 45 63 198 939 1,710 2,394 1,357 3,751 2,812 0.250 N 59tM1 Street South of N 59tM1 Street Northbound 1,346 1,884 1.2. 1,429 2,001 83 116 359 2,476 1,710 2,394 1,357 3,751 1,275 0.660 outhbound 439 615 1.2. 466 653 127 ,8 198 1 029 1 710 2 394 1 357 3 751 2 722 0.274 N 46tM1 Street North ofN46tM1 Street Northbound 1 046 1 464 1.2. 1111 1555 85 119 359 2033 710 2 394 1 357 3 751 718 0.542 outhbound 422 591 1.2. 448 627 129 181 198 1 006 1 710 2 394 1 357 3 751 2 745 0.268 N 46tM1 Street South ofN46tM1 Street Northbound 1,024 1,434 1.2. 1,087 1,522 85 119 359 2,000 1,710 2,394 1,357 3,751 1,751 0.533 outhbound 419 587 1.2. 445 623 129 181 198 1 002 1 710 2 394 1 357 3 751 2 749 0.267 NE 2nd Avenue NE 75tM1 Street North of NE ]Stb Street Northbound 795 1,113 1.2. .4 1,182 428 599 785 2,566 2,036 1,888 3,924 1,357 0.654 outhbound 401 561 1.2. 426 596 203 284 465 1 345 2036 1888 3924 2578 0.343 NE 66tM1 Street North of NE66tb Street Northbound 1,040 1,456 1.2. 1,106 ,546 341 785 2,808 148 1,607 1,888 3,495 687 0.803 outhbound 481 673 1.2. 162 226 465 1406 1 148 1607 1888 3495 2089 0.402 NE 59tM1 Street South of NE 59tb Street Northbound 895 1 253 1.2. 950 1331 247 809 2 387 756 1 058 2 360 3 418 1 031 0.698 outhbound 494 692 1.2. 525 734 303 424 466 1 624 756 1 058 2 360 3 418 1 794 0.475 NE Slst Street South of NE Slst Street Northbound 834 1 168 1.2. 886 1 240 163 228 809 2 277 756 1 058 2 360 3 418 1141 0.666 outhbound 436 610 1.2. 463 648 271 379 466 1,493 756 1,058 2,360 3,418 1,925 0.437 NE 46tM1 Street South of NE 46tb Street Northbound 553 774 1.2. 587 822 161 225 809 1,856 576 806 2,360 3,166 1,310 0.586 outhbound 383 536 1.2. 407 569 266 372 466 1,407 576 806 2,360 3,166 1,759 0.444 NE 4tM1 Court NE 67tM1 Street South of NE 6]tb Street Northbound 666 904 1.2. 686 960 63 88 785 1,833 576 806 1,888 2,694 861 0.680 outhbound 223 312 1.2. 237 332 36 50 465 847 576 806 1 888 2 694 1.7 0.315 NE 59tM1 Street South of NE 59tb Street Northbound 186 260 1.2. 198 277 73 102 809 1,188 576 806 2,360 3,166 1,978 0.375 outhbound 585 819 1.2. 621 870 130 182 466 1,518 576 806 2,360 3,166 1,668 0.479 Federal Highway NE 46tM1 Street North of NE46tb Street Northbound 507 710 1.2. 538 754 73 102 809 1 665 576 806 2 360 3 166 1 501 0.526 outhbound 289 405 1.2. 307 430 130 182 466 1 078 576 806 2 360 3 166 2088 0.340 Biscayne Boulevard/US1 NE 79tM1 Street North of NE 79tb Street Northbound 1,205 1,687 1.2. 1,280 1,792 200 280 490 2,562 1,615 2,261 1,062 3,323 761 0.771 outhbound 1158 1 621 1.2. 1 230 1722 154 216 357 2 295 1 615 2 261 1 416 3 677 1 382 0.624 NE ]1st Street North of NE ]1st Street Northbound 1165 1 631 1.2. 1 237 1 732 200 280 785 2 797 1 615 2 261 1 888 4149 1 352 0.674 outhbound 1 221 1 709 1.2. 1 297 1 815 154 216 465 2 496 1 615 2 261 1 888 149 1 653 0.601 NE 59tM1 Street South of NE 59tb Street Northbound 1980 1.2. 1 502 2 102 63 88 809 2 999 1 700 2 380 2 360 4 740 1 741 0.633 outhbound 1,4 1.4 1.2. 1247 1 745 214 300 466 2 511 1 700 2 380 2 360 4 740 2 229 0.530 NE 54tM1 Street South of NE 54tb Street Northbound 1,382 1,935 1.2. 1,468 2,055 63 88 809 2,952 1,700 2,380 2,360 4,740 1,788 0.623 outhbound 1,089 1,525 1.2. 1,156 1,619 214 300 466 2,385 1,700 2,380 2,360 4,740 2,355 0.503 NE 46tM1 Street South of NE 46tb Street Northbound 1,505 2,107 1.2. 1,598 2,238 63 88 809 3,135 1,700 2,380 2,360 4,740 1,605 0.661 Soutbbound 1,,0 1,638 1.2. 1,243 1,740 214 300 466 2,506 1,700 2,380 2,360 4,740 2,234 0.529 0 Not Volumes(vehicles) mere converted to person.trips usinl.4 person/vehicle occupancy per City of Miami standard. Directional peak hour capacity derived from the 2013 FOOT Quality/LOS Handbook and the Miami-0owntown PRI k \FIL TPTO\143184000 Eastside Ridge CDMP Update\Report\Eartside Ridge CDMP.0445 Page - 29 March 2020 Updated Compreh, Table 23: Short-term Year 2025)°ith Amendment Traffic mw.Peak Hour Roadwa.CaDaci ,10�puBL/^� 1 0y �� \�� .�~ a/ \p | NOTICE ~ 1211112 ~~ ~ .~~- .—n~- .~~- ' ~~ ' ~~ ' ~~ ^ ~~ ^ ~~ ^ ~~ ' ~~ ^ ~~ ' ~~ ' ~~ ^ ~~ ^ ~~ ' ~~ ^ ~~ ^ ~~ ' ~ ~ ^ ~~ ^ ~~ ' ~~ ' ~~ ' "FT-0c, 143=`-i d , R id g ,°=°=p rh\ ~=°CD M P. d — Updated Compreh, Table 24: Short-term (Year m25)with Amendment Traffic mmPeak Hour Roadway Capacity I ~������ ��~� ~~ A. 8/20/21 ~~ ^ ^ �LVIEw ~~ ' .~^^ ~~ . ~~ ^ ~Ir"~- ~ I ^ ~. . 1,5 ~ .~ ~ ~ ~ ~ ^ ~`.~~ ~~~� . ~~~. ~~~ ~ ~ .~ ~ ~ ~ ~ ^ �� � ~~~ ~ ~. . ~ .~ ~ ~ ~ 511 . ~~ ~. . . ~~ .~.. ~. . ~~~� ~.~~. ~. � ~~ .~.. ~. . ~ .~ ~ ~ ~ ~ ^ . ~~ ^ �~~~~ .~. ~~ . ~~ ~. ^ ~ ~~~� . ~~.. ~~~ ~ ~ .~ ~ ~ ~ ~ . ~~ . ~. ~~~~. ~~ ~. ~ ~. �~ ~ ~~ . ~ ~~ ~ ~ ~ ~ ^ ~~ ' ~~~~ ^~~~ ~~.. . 51 1 11 .~~ ~ ~. . ~ .~ ~ ~ III~ ^ ~~ . . ~~ ~ ~. ~~ . ' . ~~ ~ ~ ~ ~ . �~ ~ ~ .~ ~ ~ ~ ~ . �� ~. � . ~. . �~ ~ ~ .~ ~ ~ ~ ~ ^ ~~ . lol ~ .~ ~ ~ ~~ . ~~ ~ �� 5 5, ~ .~ ~ ~ ~ ~ ^ ~. �~ ~ �~ ~ .. ~ .~ ~ ^~ ~ ~ ^ ~~ 5.� ~. . �~ ~ ~~ �~ ~ �� � ~~ ~ ~~ �~ ~ �� 0 ~~ ~ ~. ~~ . . �~ ~ �� � �~ ~ ~. . ~ .~ ~ ~ ~ ~ ^ ~~ ~. . . ~~~~ .~~.~ . �~ ~ "-I.~ ~ ~ ~ III ~~ . ~~ ~ ~ .~ ~ ~ ~ ~ ^ 51 opuBL '�%NOTICE c..........^ "-0\143=E—id, Ridg,°=°=,prh\e~=°CD—d— March 2020 4 0 PuB�r Kimley>>>Horn Updated Comprehensive Plan Amen G 0 4- Q. LONG-TERM (YEAR 2035) CONDITIONS CAPACITY ANA Long-term (year 2035) conditions were analyzed with and without the proposed a NOTICE This submittal needs to be scheduled fora pubec hearing In acoordxncc whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body will reAew the information at the pubec hearing to render a recommendation or a finaldecld on PZ-21-10809 08/20/21 110.. !FIN COV Background Area Growth Long-term growth on the study area's roadways was determined based on a comparison of the 2010 and 2040 traffic volumes from the SERPM and from the 10-year historical growth trends calculated from FDOT count stations within the study area. A growth rate of 1.21 percent (1.21%) was used based on the SERPM model and 10-year historic growth. The growth rate was applied to 2020 traffic data linearly to develop the 2035 volumes. Detailed growth calculations are contained in Appendix G. Committed Developments The City of Miami identified the Miami Design District Special Area Plan (SAP), Miami Design District SAP Amendment, Miami Design District SAP Amendment #2, Magic City SAP, and Miami Jewish Health Systems as committed developments. These developments were included as a background condition. Available information for these developments is included in Appendix H. Roadway Segment Analysis Tables 25 through 28 provide a summary of the A.M. and P.M. peak hour roadway segment analysis for long-term (year 2035 conditions) without amendment traffic and long-term (year 2035 conditions) with amendment traffic. The results indicate that all roadway segments are expected to operate at adopted levels of service (LOS E or better) except for the following segments: • NW 2nd Avenue north of NW 64th Street under future year 2035 without amendment traffic and with amendment traffic during the P.M. peak hour in the northbound direction. Please note that the proposed amendment is expected to assign 0.96 percent (0.96%) of the roadway segment capacity to this segment. K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 32 March 2020 0 PUBI. Kimley>>>Horn Updated Comprehensive Plan Amen 4 0 4- Q. • NW 2nd Avenue south of NW 59th Street under future year 2035 wi traffic and with amendment traffic during the P.M. peak hour in NOTICE This submittal needs to ba scheduled fora pubec hearing In accordancewhh timelines set forth in the City of Miami Code. The applies Lie decision -ma ItIng body will reWewthe Information at the public hearing to render a recommendation or a final decla on. PZ-21-10809 08/20/21 direction. Please note that the proposed amendment is expected to assign (2.01%) of the roadway segment capacity to this segment. V1 14- I EW coop As a result, the proposed land use designation amendment is not expected to have a significant impact on the roadway segments as the project contributes less than 5 percent (5%) of roadway segment capacity. Furthermore, these roadway segments operate below adopted level of service without the proposed land use designation amendment in place. K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 33 March 2020 Kimley»»Horn *',oSo Pustic.6, or Cl NOTICE Table 25: Long-term (Year 2035) A.M. Peak Hour Roadway Capacity Roadway g t Direction 2020AMPeakSeasonVolumea Growth sate 035AMPeakSeasonVolumes Committed e. nts p Transit Ridership akHurTotkground volume M a DirectionaPe nr P kite Transit Capacity o ieP y Iq a�F. ooizoiz R• EW QV COO �A LQB rnm n Vehicles Person venieies Persn venues Perso Person Person Vehicles Person Person Person -Trip SR 934/NW/NE Bend Street AvenueWV 4th West of NW 4th Avenue Westbound 1,259 1,763 1.21% NE 3rd PI ace West of NE3rd Place Bi y Boul e,/ 4/US1 West of Biscayne Boul evard/US0 Westbound 988 1,383 1.21% NW 4th Avenue West of NW 4thA NE4m Court West of NE 4th Court SR 934/NW/NE 79th St et Bayshore Court E t fByh C a Westbound a NW/NE.71 tot t NW 2nd Avenue W t fMN2 dA Westbound a NE2ntl Avenue West of NE dA Westbound NW/NE 62nd Street NW 2nd Avenue W t fNW2 dA 1,530 ,530 NE 1st Avenue W t fNE1 to 1.21% 616 862 646 904 1,7741,530 ,530 NE4th Co. West of NE 4th Court NE 61st street NE4m Court West of NE 4th Court Eastbound 373 522 1.21% NW/NE54th Street NW 2nd Avenue W t fMN2 dA NE2. Avenue West of NE dA US1 West of US1 Westbound NW 2nd Avenue NW 75th Street Norm of Nev ]smma rt hbou 1,53o NW 64th Street North of NW 64th St- et NW 59th Street South of NW 59th St- et NW 46th Street North of NW 46th St- et NW 46th Street South of NW 46th St- et North Miami Avenue N 75th Street North of N 75th Street N 64th Street Norm of N 64th street N59th Street South of N59th Street N 46th Street North of N 46th street N 46th Street South of N 46th Street Southb ou n a NE2ntl Avenue NE]Sth Street North of NE 75th So- et 1 4 A54 NE 64thStreet North of NE 64th St- et NE 591fiStreet South of NE59th St- et NE 51stStreet South of NE5lst Strew NE 46111 Street South of NE46th St- et NE411-1 Court NE filth Street South of NE 67th St- et NE59thseeet South of NE59mSt- a Federal Highway NE 46111 Street North of NE46th So- et Southb oun a Biscayne Boulevard/US1 NE 7911-1Street North of NE 79th St- et NE 71stStreet North of NE 71stStreet Northbound a NE 591fiStreet South of NE59th St- et NE 5411-1 Street South of NE54th St- et NE 46111 Street South of NE46th St- et No umes(vehicles) w re converted p on person/vehicleo City f Miami standards. .Directional peak hou pacity derived from the2013 MOTQuollty/LQS Hon. ok and the Miami Downtown DBl ffic Impact Analysis K.\FTL TPTO\1431.4000 E00tside Ridge COMP Update\Report\Eastside Ridge CDMP.0000 Page -34 March 2020 Kimley»»Horn ,',oSo Pustic6, Q. NOTICE Table 26: Long-term (Year 2035) P.M. Peak Hour Roadway Capacity Roadway Segment Direction zazD PM Peak Season Volumes Growth Rate 3U3 P Season Volumes Committed Developments Peak Hour Transit Ridership 2035 Background PM Peak Hour Total Volume lVl Direction Peak Hour a P vCapacity Peak Hour it Peak H, .Directionak Total C,, Iq 'VA OS/20/21 C— Q�Qr ,0 om o Person Vehicles Perso Person Person Person Vehicles Person ps Person Person PM''? SR 934/NW/NE 82nd Street W 4th Avenue West of NW 4th Avenue Westbound 352B NE3rd Place West of NE3rd Place Westbound 3528 Biscayne Boul evard/U51 West of Biscayne Boulevard/US1 Westbound ,0 352e NW 4th Avenue West of NW 4thA Eastbound Westbound NE 4th Court West of NE 4th Court Eastbound 3A05 Westbound 629 881 1.21% SR 934/NW/NE 79th St et NE loth Avenue West NE 10thA Eastbound 3A05 Westbound 458 641 1.21% ayshore Court E t fB y h C t Eastbound 3$54 Westbound .0 3584 NW/NE 71st St et NW 2nd Avenue W tfNW2 dA Eastbound Westbound 392 549 1.21% NE 2nd Avenue W t fNE2 dA Eastbound Westbound 286 400 1.21% NW/NE 62nd Street NW 2nd Avenue W tfNW2 dA Eastbound Westbound NE 1st Avenue W t fNEl to Eastbound Westbound E 4th Court West of NE 4th Court Westbound NE 61st Street NE 4th Court West of NE 4th Court Eastbound 338 473 1.21% NW/NE54th Street NW 2nd Avenue W tfNW2 dA Eastbound .o stbound Westbound NE 2nd Avenue W st fNE2 dA .o Estbound US West of US1 astbound Westbound 652 913 1.21% NW 2nd Avenue NW 75th Street North of NW 75th Street Northbound .o uthbound NW 64th Street North of NW 64th Street Northbound .o uthbound NW 59th Street South of NW 59th Street Northbound uthbound NW 46th Street North of NW 46th Street Northbound outhbound 233 326 1.21% NW 46th Street South of NW 46th Street Northbound outhbound 260 3. 1.21% North Miami Avenue N 75th Street North of N 75th Street Northbound uthbound N 64th Street North of N 64th Street Northbound outhbound 456 638 1.21% N59th Street South of N 59th Street Northbound outhbound 439 615 1.21% N46th Street North of N 46th Street Northbound uthbound N46th Street South of N 46th Street Northbound outhbound 419 587 1.21% NE 2nd Avenue NE 75th Street North of NE Street Northbound uthbound NE 64th Street North of NE 64th Street Northbound .o uthbound NE 59th Street South of NE 59th Street Northbound uthbound NE51st Street South of NE 51st Street Northbound uthbound NE 46th Street South of NE46th Street Northbound outhbound 383 536 1.21% NE 4th Court NE 67th Street South of NE filth Street Northbound .o outhbound NE 59th Street South of NE 59th Street Northbound outhbound 585 819 1.21% Federal Highway NE 46th Street North of NE46111 Street Northbound outhbound 289 405 1.21% Biscayne Boulevard/US 1 NE 79th Street North of NE 79th Street Northbound .o uthbound NE 71st Street North of NE 71st Street Northbound uthbound NE 59th Street South of NE 59th Street Northbound uthbound NE 54th Street South of NE 54th Street Northbound outhbound .o NE 46th Street South of NE46th Street Northbound Southbound 1,170 1,638 1.21% 1,382 1,935 214 300 466 2,701 1,700 2,380 2,360 4,740 2,039 0570 D ”Volumes (vehicles)were converted to person -trips using1. person/vehicle occu ancy per City f Miami standards. Directo peak hourr capacity derived from the 2013 FOOT Quolrity/LOS Hondbo k and the Miami -Downtown DRl ffic Impact Analysis K.\EFL TPTO\1431.4000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.d4e% Page - 35 March 2020 Updated Comprehensiv Table 27:Long-term (Year m35)with Amendment Traffic mmPeak Hour Roadway Capaci . 4. —k ~' .—�vmamco ~~ ' ~~ ' ~~ ' ~~ ^ ~~ ^ ~~ ' ~~ ^ ~~ ' �~ ~ ~. . ~ .~ ~ ~ � ~ . ~~ . or ~~ ' lo 10 ~. ~~~~ ~ ~~.~. �~ ~ ~~ . . . . ~~"cl., ~­1~1 ^~~^. .~~ ~ ~. ~~ . . `. .~ ~ ~ ~ ~ ^ �~ ~ �� � ~ .~ ~ ~ 1,141 ~ ^ ~~ ~ ~. ~~ . . ~ .~ ~ ~ ~ ~ ^ ~~ ~ , .~ ~ ~ ~ ~ ^ ~~ . �~ ~ ~. ~~ ~ . ~ .~ ~ ~ ~ 411 ^ � ~ ~ ~ ^ . ~ .~ ~ ~ ~ ~ ^ ~~ . ~~ ~ ~ .~ ~ ~ ~ ~ ^ �� � "F-0\14=,E­d, Ridg, CD=Up­,\R,pr=­id,=°CD—d— March 2020 Updated Con-prehensiv Table o^Long-term (Year 2035)with Amendment Traffic ^M.Peak Hour Roadway Capacit ~~0809 ~~ ^ ~ ON ~ . ~~ ' ~~ ' �~ ~ ~. ~~ ^ 01� � ~. ~~ ~ �... ~. . ~. . ~. . ~. . ~ ~ ^ ~. . ~. ~~ ^ ~~ ~ ~. ~~ . . ~ ~~ �~ ~ ~. ~~ ^ 01� �~ ~ ~ ~~~ ~~ ~ .01 ~. ~ ~~ ~. �~ ~ �~ ~ ~. �~ ~ ~. ~~ ' ~. . ~ IN IN ~ ~ ~ ~ . ~~ ' �~ ~ ~. ~. . ~~ ~ ~~ ~. �~ ~ ~ ~ . �~ ~ ~. 01� �~ ~ ~~ ~ �� �~ ~ 101 01� ~~ ~ ~. ~~~ �~ ~ ~. � .~ ~~ ~ ~. ~~ . . ~ 01� 57 ~ ~~ ~ ~~ . 0 07 � .~ .~ '01� ~~ ' . ~ .~ ~ ~ ~ ~ ^ . ~~ ~ ~ .~ ~ ~ "IN IN ^ � "F—PIFOI=,E—d, Ridg, CU=UpdI,t,\R,pr=—id,=°CDIaP.d IN March 2020 4 0 PUBI. Kimley>>>Horn Updated Comprehensive Plan Amen G 0 4- Q. CONCLUSION This updated CDMP traffic impact analysis for submittal to the City of Miami at th it Vr NOTICE This submittal needs to be scheduled fora puboc hearing In acoordxnce whh timelines 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 fnaldecla on. PZ-21-10809 08/20/21 City of Miami's Planning, Zoning, and Appeals Board. A previous CDMP analysis was pr E December 2015 for this subject property and approved by the City of Miami. This updated traffic impact analysis assessed the impacts of a proposed amendment of the existing CDMP designation for the approximate 22.4-acre area generally bounded by NE 54th Street to the north, NE 51st Street to the south, NE 2nd Avenue to the west, and the Florida East Coast (FEC) Railway to the east. The amendment proposes to change the existing maximum of 65 residential units per acre to 150 residential units per acre. The current land use designation allows for a maximum development potential (maximum floor area) of 3,902,976 square feet of residential, office, retail, and parking. The proposed land use designation amendment area has a maximum development potential (maximum floor area with bonus) of 7,318,080 square feet for residential, office, retail, and parking land uses. The amendment proposes to change the existing CDMP designation that allows for a maximum development potential of 1,456 high-rise residential dwelling units (2,111,200 square feet), 967,559 square feet of general office space, 107,507 square feet of shopping center, and 716,710 square feet for parking to a proposed maximum development potential of 3,360 high-rise residential dwelling units (4,872,000 square feet), 1,320,883 square feet of general office space, 146,765 square feet of shopping center, and 978,432 square feet for parking. A roadway capacity analysis was prepared for existing traffic conditions, short-term (year 2025) without amendment traffic, short-term (year 2025) with amendment traffic, long-term (year 2035) without amendment traffic, and long-term (year 2035) with amendment traffic. The results indicate that all roadway segments are expected to operate at adopted levels of service (LOS E or better) except for the following segments: • NW 2nd Avenue north of NW 64th Street under future year 2035 without amendment traffic and with amendment traffic during the P.M. peak hour in the northbound K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 38 March 2020 4 0 PUBI. Kimley>>>Horn Updated Comprehensive Plan Amen G 0 4- Q. direction. Please note that the proposed amendment is expected to (0.96%) of the roadway segment capacity to this segment. NOTICE This submittal needs to be scheduled fora public hearing In accordance whh timelines set forth in the City of Miami Code. The applicable decision -making body will rebew the information at the public hearing to render reeommendati on or a final decla on. PZ-21-10809 08/20/21 • NW 2nd Avenue south of NW 59th Street under future year 2035 without traffic and with amendment traffic during the P.M. peak hour in the V14/ fEW COV northbound direction. Please note that the proposed amendment is expected to assign 2.01 percent (2.01%) of the roadway segment capacity to this segment. As a result, the proposed land use designation amendment is not expected to have a significant impact on the roadway segments as the project contributes less than 5 percent (5%) of roadway segment capacity. Furthermore, these roadway segments operate below adopted level of service without the proposed land use designation amendment in place. K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 39 March 2020 PURL/ 4 0 4- Q NOTICE This submittal needs to be' scheduled fora pubic hearing In acoordanre whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubc hearing to render a recommended on or a final decM on. PZ-21-10809 08/20/21 sN SEW cO�Qv Appendix A Traffic Data PUB(, o' y 0 0 a NOTICE This submittal needs b be scheduled for a puboc hearing in accordance with timelines set forth in the City of Miami Code.The applica de decision -making bcdywill renew the infonna0on at the pubs hearing to render a recommendation or a final decision. ti ktinEw CO - PZ-21-10809 08/20/21 Turning Movement Counts 2 Prepared by National Data & Surveying Services VOLUME SR 934/NW 82nd St W/O NW 4th Ave Day: Thursday Date: 2/6/2020 Cit Project NOTICE Ibis submittal needs to be' scheduled for a puboc hearing In accordance wM1h Id matinee set forth in the City of Miami Code. The appLIca o decision -making body NOR reWewthe intormadon at the pubc hearing to render a recommended on or a final decision. AM Period 00:00 00:15 00:30 00:45 DAILY TOTALS NB SB EB 0 0 0 0 NB 0 WB 118 98 74 71 361 SB 0 TOTAL EB 0 PM Period WB J, 19,545 9 NB SB EB RE�jEW PZ-21-10809 08/20/21 / CO' 118 98 74 71 361 12:00 12:15 12:30 12:45 0 0 0 0 2 305 305 238 238 323 1123 323 1123 01:00 0 44 44 13:00 0 241 241 01:15 0 71 71 13:15 0 339 339 01:30 0 57 57 13:30 0 298 298 01:45 0 39 211 39 211 13:45 0 302 1180 302 1180 02:00 0 32 32 14:00 0 241 241 02:15 0 24 24 14:15 0 282 282 02:30 0 33 33 14:30 0 354 354 02:45 0 23 112 23 112 14:45 0 308 1185 308 1185 03:00 0 24 24 15:00 0 249 249 03:15 0 41 41 15:15 0 331 331 03:30 0 35 35 15:30 0 320 320 03:45 0 35 135 35 135 15:45 0 331 1231 331 1231 04:00 0 27 27 16:00 0 305 305 04:15 0 42 42 16:15 0 370 370 04:30 0 48 48 16:30 0 293 293 04:45 0 60 177 60 177 16:45 0 320 1288 320 1288 05:00 0 75 75 17:00 0 315 315 1298 05:15 0 115 115 17:15 0 320 320 1248 05:30 0 141 141 17:30 0 277 277 1232 05:45 0 144 475 144 475 17:45 0 236 1148 236 1148 06:00 0 152 152 18:00 0 297 297 06:15 0 214 214 18:15 0 258 258 06:30 0 238 238 18:30 0 269 269 06:45 0 239 843 239 843 18:45 0 268 1092 268 1092 07:00 0 247 247 19:00 0 216 216 07:15 0 354 354 19:15 0 256 256 07:30 0 297 297 19:30 0 235 235 07:45 0 299 1197 299 1197 19:45 0 165 872 165 872 08:00 0 297 297 1247 20:00 0 207 207 08:15 0 332 332 1225 20:15 0 186 186 08:30 0 267 267 1195 20:30 0 170 170 08:45 0 266 1162 266 1162 20:45 0 171 734 171 734 09:00 0 238 238 21:00 0 185 185 09:15 0 244 244 21:15 0 178 178 09:30 0 245 245 21:30 0 186 186 09:45 0 264 991 264 991 21:45 0 162 711 162 711 10:00 0 255 255 22:00 0 151 151 10:15 0 302 302 22:15 0 183 183 10:30 0 278 278 22:30 0 149 149 10:45 0 222 1057 222 1057 22:45 0 141 624 141 624 11:00 0 273 273 23:00 0 147 147 11:15 0 324 324 23:15 0 136 136 11:30 0 231 231 23:30 0 134 134 11:45 0 242 1070 242 1070 23:45 0 149 566 149 566 TOTALS 7791 7791 TOTALS 11754 11754 SPLIT % 100.0% 39.9% SPLIT % 100.0% 60.1% DAILY TOTALS NB SB Total 0 0 19,545 AM Peak Hour 07:15 07:15 PM Peak Hour 15:30 15:30 AM Pk Volume 1247 1247 PM Pk Volume 1326 1326 Pk Hr Factor 0.881 0.881 Pk Hr Factor 0.896 0.896 7-9Volume 2359 2359 4-6Volume 2436 2436 7- 9 Peak Hour 07:15 07:15 4- 6 Peak Hour 16:15 16:15 7- 9 Pk Volume 1247 1247 4- 6 Pk Volume 1298 1298 Pk Hr Factor 0.881 0.881 Pk Hr Factor 0.877 0.877 Prepared by National Data & Surveying Services VOLUME SR 934/NE 82nd St W/O NE 3rd PI Day: Thursday Date: 2/6/2020 Cit Project NOTICE Ibis submittal needs to be scheduled for a puboc hearing In accordance wM1h timelines set forth in the City of Miami Code. The applica de decision -making bodywlll reAcwthe information at the pubdc hearing to render a recommendation or a anal decision. AM Period 00:00 00:15 00:30 00:45 DAILY TOTALS NB SB EB 0 0 0 0 NB 0 WB 90 72 59 63 284 SB 0 TOTAL EB 0 PM Period WB J, 17,165 9 NB SB EB R PZ-21-10809 08/20/21 / EVE CO' 90 72 59 63 284 12:00 12:15 12:30 12:45 0 0 0 0 2, EW 295 183 275 995 295 183 275 995 01:00 0 51 51 13:00 0 204 204 01:15 0 46 46 13:15 0 254 254 01:30 0 45 45 13:30 0 236 236 01:45 0 32 174 32 174 13:45 0 253 947 253 947 02:00 0 31 31 14:00 0 193 193 02:15 0 22 22 14:15 0 309 309 02:30 0 30 30 14:30 0 289 289 02:45 0 15 98 15 98 14:45 0 287 1078 287 1078 03:00 0 24 24 15:00 0 214 214 03:15 0 38 38 15:15 0 314 314 03:30 0 30 30 15:30 0 325 325 03:45 0 28 120 28 120 15:45 0 305 1158 305 1158 04:00 0 23 23 16:00 0 306 306 04:15 0 34 34 16:15 0 353 353 04:30 0 33 33 16:30 0 290 290 04:45 0 42 132 42 132 16:45 0 293 1242 293 1242 05:00 0 45 45 17:00 0 317 317 1253 05:15 0 82 82 17:15 0 318 318 1218 05:30 0 103 103 17:30 0 279 279 1207 05:45 0 100 330 100 330 17:45 0 247 1161 247 1161 06:00 0 109 109 18:00 0 293 293 06:15 0 161 161 18:15 0 267 267 06:30 0 182 182 18:30 0 263 263 06:45 0 178 630 178 630 18:45 0 220 1043 220 1043 07:00 0 216 216 19:00 0 211 211 07:15 0 266 266 19:15 0 244 244 07:30 0 243 243 19:30 0 207 207 07:45 0 245 970 245 970 19:45 0 168 830 168 830 08:00 0 259 259 1013 20:00 0 180 180 08:15 0 273 273 1020 20:15 0 158 158 08:30 0 208 208 985 20:30 0 154 154 08:45 0 234 974 234 974 20:45 0 133 625 133 625 09:00 0 224 224 21:00 0 140 140 09:15 0 229 229 21:15 0 141 141 09:30 0 237 237 21:30 0 154 154 09:45 0 256 946 256 946 21:45 0 113 548 113 548 10:00 0 204 204 22:00 0 147 147 10:15 0 273 273 22:15 0 163 163 10:30 0 241 241 22:30 0 128 128 10:45 0 197 915 197 915 22:45 0 108 546 108 546 11:00 0 257 257 23:00 0 130 130 11:15 0 288 288 23:15 0 132 132 11:30 0 180 180 23:30 0 119 119 11:45 0 207 932 207 932 23:45 0 106 487 106 487 TOTALS 6505 6505 TOTALS 10660 10660 SPLIT % 100.0% 37.9% SPLIT % 100.0% 62.1% DAILY TOTALS NB SB Total 0 0 17,165 AM Peak Hour 07:30 07:30 PM Peak Hour 15:30 15:30 AM Pk Volume 1020 1020 PM Pk Volume 1289 1289 Pk Hr Factor 0.934 0.934 Pk Hr Factor 0.913 0.913 7-9 Volume 1944 1944 4-6 Volume 2403 2403 7- 9 Peak Hour 07:30 07:30 4- 6 Peak Hour 16:15 16:15 7 - 9 Pk Volume 1020 1020 4 - 6 Pk Volume 1253 1253 Pk Hr Factor 0.934 0.934 Pk Hr Factor 0.887 0.887 Prepared by National Data & Surveying Services VOLUME SR 934NE 82nd St W/O Biscayne Blvd/US 1 Day: Thursday Date: 2/6/2020 Cit Project NOTICE Ibis submittal needs to be' scheduled for a puboc hearing In accordance wM1h Id matinee set forth in the City of Miami Code. The appLIca o decision -making body NOR reWewthe intormadon at the pubc hearing to render a recommended on or a final decision. AM Period 00:00 00:15 00:30 00:45 DAILY TOTALS NB SB EB 0 0 0 0 NB 0 WB 96 75 54 57 282 SB 0 TOTAL EB 0 PM Period III WB J, 15,548 NB SB EB RE�j PZ-21-10809 08/20/21 Opp 96 75 54 57 282 12:00 12:15 12:30 12:45 0 0 0 0 21 EW 257 106 215 789 257 106 215 789 01:00 0 46 46 13:00 0 200 200 01:15 0 44 44 13:15 0 216 216 01:30 0 43 43 13:30 0 234 234 01:45 0 32 165 32 165 13:45 0 244 894 244 894 02:00 0 28 28 14:00 0 153 153 02:15 0 18 18 14:15 0 270 270 02:30 0 28 28 14:30 0 286 286 02:45 0 28 102 28 102 14:45 0 232 941 232 941 03:00 0 12 12 15:00 0 205 205 03:15 0 37 37 15:15 0 304 304 03:30 0 32 32 15:30 0 283 283 03:45 0 27 108 27 108 15:45 0 265 1057 265 1057 04:00 0 23 23 16:00 0 248 248 04:15 0 28 28 16:15 0 295 295 04:30 0 35 35 16:30 0 243 243 04:45 0 36 122 36 122 16:45 0 296 1082 296 1082 05:00 0 46 46 17:00 0 231 231 1065 05:15 0 83 83 17:15 0 273 273 1043 05:30 0 93 93 17:30 0 247 247 1047 05:45 0 96 318 96 318 17:45 0 235 986 235 986 06:00 0 97 97 18:00 0 243 243 06:15 0 164 164 18:15 0 226 226 06:30 0 163 163 18:30 0 231 231 06:45 0 177 601 177 601 18:45 0 201 901 201 901 07:00 0 198 198 19:00 0 182 182 07:15 0 245 245 19:15 0 215 215 07:30 0 210 210 19:30 0 175 175 07:45 0 250 903 250 903 19:45 0 159 731 159 731 08:00 0 239 239 944 20:00 0 158 158 08:15 0 279 279 978 20:15 0 135 135 08:30 0 191 191 959 20:30 0 149 149 08:45 0 233 942 233 942 20:45 0 113 555 113 555 09:00 0 187 187 21:00 0 130 130 09:15 0 242 242 21:15 0 141 141 09:30 0 214 214 21:30 0 133 133 09:45 0 236 879 236 879 21:45 0 114 518 114 518 10:00 0 181 181 22:00 0 132 132 10:15 0 233 233 22:15 0 139 139 10:30 0 220 220 22:30 0 129 129 10:45 0 198 832 198 832 22:45 0 103 503 103 503 11:00 0 227 227 23:00 0 128 128 11:15 0 274 274 23:15 0 129 129 11:30 0 158 158 23:30 0 114 114 11:45 0 189 848 189 848 23:45 0 118 489 118 489 TOTALS 6102 6102 TOTALS 9446 9446 SPLIT % 100.0% 39.2% SPLIT % 100.0% 60.8% DAILY TOTALS NB SB Total 0 0 15,548 AM Peak Hour 07:30 07:30 PM Peak Hour 15:15 15:15 AM Pk Volume 978 978 PM Pk Volume 1100 1100 Pk Hr Factor 0.876 0.876 Pk Hr Factor 0.905 0.905 7-9Volume 1845 1845 4-6Volume 2068 2068 7 - 9 Peak Hour 07:30 07:30 4 - 6 Peak Hour 16:00 16:00 7 - 9 Pk Volume 978 978 4 - 6 Pk Volume 1082 1082 Pk Hr Factor 0.876 0.876 Pk Hr Factor 0.914 0.914 Prepared by National Data & Surveying Services VOLUME SR 934/NW 79th St W/O NW 4th Ave Day: Thursday Date: 2/6/2020 Cit Project NOTICE Ibis submittal needs to be' scheduled for a puboc hearing In accordance wM1h b matinee set forth in the City of Miami Code. The appLIca o decision -making body NOR reWewthe intormadon at the pubc hearing to render a recommended on or a final decision. AM Period 00:00 00:15 00:30 00:45 DAILY TOTALS NB SB EB 133 121 124 90 468 NB 0 WB 51 69 53 52 225 s6 0 TOTAL 184 190 177 142 693 EB 23,471 PM Period WB 8,0331 NB SB EB J, 9 RE�jEW PZ-21-10809 08/20/21 Opt 440 451 403 1709 12:00 12:15 12:30 12:45 299 333 320 288 11. 107 131 1240 115 469 01:00 110 45 155 13:00 257 117 374 01:15 90 49 139 13:15 288 121 409 01:30 74 42 116 13:30 318 115 433 01:45 56 330 29 165 85 495 13:45 320 1183 116 469 436 1652 02:00 59 30 89 14:00 312 144 456 02:15 57 20 77 14:15 292 109 401 02:30 46 36 82 14:30 329 121 450 02:45 41 203 17 103 58 306 14:45 271 1204 110 484 381 1688 03:00 56 30 86 15:00 322 132 454 03:15 46 38 84 15:15 339 148 487 03:30 50 41 91 15:30 335 121 456 03:45 58 210 28 137 86 347 15:45 296 1292 142 543 438 1835 04:00 48 21 69 16:00 294 127 421 04:15 63 23 86 16:15 307 141 448 04:30 54 31 85 16:30 314 127 441 04:45 72 237 39 114 111 351 16:45 289 1204 119 514 408 1718 05:00 76 33 109 17:00 322 1232 131 518 453 05:15 96 37 133 17:15 323 1248 133 510 456 05:30 127 55 182 17:30 326 1260 125 508 451 05:45 127 426 53 178 180 604 17:45 350 1321 117 506 467 1827 06:00 172 61 233 18:00 336 135 471 06:15 213 57 270 18:15 326 113 439 06:30 230 50 280 18:30 309 112 421 06:45 284 899 66 234 350 1133 18:45 375 1346 91 451 466 1797 07:00 308 88 396 19:00 362 92 454 07:15 321 71 392 19:15 338 94 432 07:30 312 102 414 19:30 353 107 460 07:45 304 1245 102 363 406 1608 19:45 380 1433 83 376 463 1809 08:00 323 1260 84 359 407 20:00 341 93 434 08:15 316 1255 70 358 386 20:15 313 101 414 08:30 326 1269 81 337 407 20:30 313 85 398 08:45 325 1290 76 311 401 1601 20:45 254 1221 61 340 315 1561 09:00 339 58 397 21:00 279 82 361 09:15 345 75 420 21:15 286 66 352 09:30 340 92 432 21:30 252 91 343 09:45 348 1372 94 319 442 1691 21:45 259 1076 86 325 345 1401 10:00 344 92 436 22:00 253 73 326 10:15 329 93 422 22:15 242 83 325 10:30 311 100 411 22:30 240 72 312 10:45 342 1326 99 384 441 1710 22:45 226 961 63 291 289 1252 11:00 311 105 416 23:00 228 69 297 11:15 335 134 469 23:15 192 83 275 11:30 332 123 455 23:30 164 68 232 11:45 278 1256 96 458 374 1714 23:45 144 728 52 272 196 1000 TOTALS 9262 2991 12253 TOTALS 14209 5040 19249 SPLIT % 75.6% 24.4% 38.9% SPLIT % 73.8% 26.2% 61.1% DAILY TOTALS NB SB EB WB Total 0 0 23,471 8,031 31,502 AM Peak Hour AM Pk Volume 09:15 1377 11:15 469 10:45 1781 PM Peak Hour PM Pk Volume 19:00 1433 15:00 543 17:15 1845 Pk Hr Factor 0.989 0.875 0.949 Pk Hr Factor 0.943 0.917 0.979 7-9Volume 2535 674 3209 4-6Volume 2525 1020 3545 7- 9 Peak Hour 08:00 07:00 07:15 4- 6 Peak Hour 17:00 16:15 17:00 7 - 9 Pk Volume 1290 363 1619 4 - 6 Pk Volume 1321 518 1827 Pk Hr Factor 0.989 0.890 0.978 Pk Hr Factor 0.944 0.918 0.978 Prepared by National Data & Surveying Services VOLUME SR 934/NE 79th St W/O NE 4th Ct Day: Tuesday Date: 2/4/2020 Cit Project NOTICE Ibis submittal needs to be scheduled for a puboc hearing In accordance wM1h timelines set forth in the City of Miami Code. The applica de decision -making bodywlll re Acwthe information at the pubdc hearing to render a recommendation or a anal decision. AM Period 00:00 00:15 00:30 00:45 DAILY TOTALS NB SB EB 129 98 97 64 388 NB 0 WB 44 52 43 38 177 s6 0 TOTAL 173 150 140 102 565 EB 23,169 PM Period w5 8,054 NB SB EB RE�j PZ-21-10809 08/20/21 ___-- ---' Opl� 420 415 407 1693 12:00 12:15 12:30 12:45 314 314 303 282 1213 13 EW 106 112 125 480 01:00 71 29 100 13:00 266 130 396 01:15 72 25 97 13:15 301 111 412 01:30 56 24 80 13:30 303 133 436 01:45 50 249 14 92 64 341 13:45 268 1138 100 474 368 1612 02:00 54 20 74 14:00 290 136 426 02:15 53 20 73 14:15 321 112 433 02:30 40 16 56 14:30 302 121 423 02:45 22 169 14 70 36 239 14:45 311 1224 114 483 425 1707 03:00 51 23 74 15:00 341 118 459 03:15 34 16 50 15:15 349 122 471 03:30 24 14 38 15:30 332 140 472 03:45 46 155 13 66 59 221 15:45 310 1332 120 500 430 1832 04:00 32 15 47 16:00 372 172 544 04:15 46 10 56 16:15 358 150 508 04:30 53 13 66 16:30 382 124 506 04:45 49 180 16 54 65 234 16:45 382 1494 156 602 538 2096 05:00 58 15 73 17:00 341 1463 161 591 502 05:15 69 21 90 17:15 408 1513 158 599 566 05:30 91 34 125 17:30 370 1501 148 623 518 05:45 103 321 36 106 139 427 17:45 336 1455 140 607 476 2062 06:00 121 41 162 18:00 402 137 539 06:15 178 38 216 18:15 430 142 572 06:30 211 52 263 18:30 356 145 501 06:45 237 747 69 200 306 947 18:45 354 1542 121 545 475 2087 07:00 271 66 337 19:00 401 143 544 07:15 285 70 355 19:15 362 108 470 07:30 321 98 419 19:30 347 107 454 07:45 317 1194 112 346 429 1540 19:45 348 1458 104 462 452 1920 08:00 365 1288 96 376 461 20:00 356 92 448 08:15 350 1353 99 405 449 20:15 329 87 416 08:30 360 1392 84 391 444 20:30 270 93 363 08:45 337 1412 105 384 442 1796 20:45 223 1178 58 330 281 1508 09:00 405 98 503 21:00 278 110 388 09:15 317 91 408 21:15 256 78 334 09:30 375 80 455 21:30 273 78 351 09:45 316 1413 100 369 416 1782 21:45 213 1020 85 351 298 1371 10:00 312 91 403 22:00 263 67 330 10:15 316 108 424 22:15 221 81 302 10:30 305 116 421 22:30 203 55 258 10:45 282 1215 102 417 384 1632 22:45 220 907 72 275 292 1182 11:00 326 135 461 23:00 201 64 265 11:15 294 104 398 23:15 164 55 219 11:30 276 98 374 23:30 130 60 190 11:45 263 1159 101 438 364 1597 23:45 111 606 47 226 158 832 TOTALS 8602 2719 11321 TOTALS 14567 5335 19902 SPLIT % 76.0% 24.0% 36.3% SPLIT % 73.2% 26.8% 63.7% DAILY TOTALS NB SB WB Total 0 0 8,054 31,223 AM Peak Hour AM Pk Volume 08:15 1452 10:15 461 08:15 1838 PM Peak Hour PM Pk Volume 18:00 1542 16:45 623 16:45 2124 Pk Hr Factor 0.896 0.854 0.914 Pk Hr Factor 0.897 0.967 0.938 7-9Volume 2606 730 3336 4-6Volume 2949 1209 4158 7 - 9 Peak Hour 08:00 07:30 08:00 4 - 6 Peak Hour 16:30 16:45 16:45 7- 9 Pk Volume 1412 405 1796 4- 6 Pk Volume 1513 623 2124 Pk Hr Factor 0.967 0.904 0.974 Pk Hr Factor 0.927 0.967 0.938 Prepared by National Data & Surveying Services VOLUME SR 934/NE 79th St W/O NE 10th Ave Day: Tuesday Date: 2/11/2020 Cit Project NOTICE Ibis submittal needs to be' scheduled for a puboc hearing In accordance wM1h b matinee set forth in the City of Miami Code. The appLIca o decision -making body NOR reNewthe intormadon at the pubc hearing to render a recommended on or a final decision. AM Period 00:00 00:15 00:30 00:45 DAILY TOTALS NB SB EB 95 77 95 66 333 NB 0 WB 42 35 36 23 136 s6 0 TOTAL 137 112 131 89 469 EB 21,143 PM Period w6 8,330 NB SB EB APZ-21-10809 9 it`d RE�j 08/20/21 i _.- �_ Q CO`"' 445 289 499 1573 12:00 12:15 12:30 12:45 247 308 192 353 9 EW 137 97 1100 146 473 01:00 55 19 74 13:00 274 124 398 01:15 69 17 86 13:15 279 133 412 01:30 48 15 63 13:30 282 115 397 01:45 49 221 18 69 67 290 13:45 243 1078 136 508 379 1586 02:00 28 8 36 14:00 231 121 352 02:15 38 12 50 14:15 301 109 410 02:30 27 7 34 14:30 265 96 361 02:45 34 127 11 38 45 165 14:45 355 1152 115 441 470 1593 03:00 26 21 47 15:00 287 121 408 03:15 20 11 31 15:15 277 121 398 03:30 26 17 43 15:30 317 109 426 03:45 31 103 17 66 48 169 15:45 300 1181 128 479 428 1660 04:00 31 10 41 16:00 309 134 443 04:15 27 18 45 16:15 324 143 467 04:30 33 15 48 16:30 322 89 411 04:45 30 121 10 53 40 174 16:45 340 1295 92 458 432 1753 05:00 55 20 75 17:00 391 1377 99 423 490 05:15 54 18 72 17:15 367 1420 99 379 466 05:30 82 40 122 17:30 389 1487 78 368 467 05:45 88 279 39 117 127 396 17:45 394 1541 110 386 504 1927 06:00 119 60 179 18:00 382 90 472 06:15 172 74 246 18:15 408 82 490 06:30 161 84 245 18:30 420 81 501 06:45 168 620 125 343 293 963 18:45 429 1639 133 386 562 2025 07:00 203 135 338 19:00 370 134 504 07:15 211 175 386 19:15 344 129 473 07:30 254 158 412 19:30 341 91 432 07:45 282 950 205 673 487 1623 19:45 336 1391 81 435 417 1826 08:00 303 1050 179 717 482 20:00 325 78 403 08:15 339 1178 169 711 508 20:15 295 77 372 08:30 296 1220 116 669 412 20:30 284 91 375 08:45 311 1249 188 652 499 1901 20:45 261 1165 82 328 343 1493 09:00 266 177 443 21:00 249 62 311 09:15 277 143 420 21:15 225 60 285 09:30 237 117 354 21:30 261 73 334 09:45 272 1052 155 592 427 1644 21:45 264 999 57 252 321 1251 10:00 257 145 402 22:00 204 58 262 10:15 275 131 406 22:15 230 64 294 10:30 215 139 354 22:30 215 46 261 10:45 262 1009 128 543 390 1552 22:45 202 851 61 229 263 1080 11:00 290 107 397 23:00 166 60 226 11:15 250 103 353 23:15 154 53 207 11:30 274 127 401 23:30 135 63 198 11:45 291 1105 124 461 415 1566 23:45 127 582 36 212 163 794 TOTALS 7169 3743 10912 TOTALS 13974 4587 18561 SPLIT % 65.7% 34.3% 37.0% SPLIT % 75.3% 24.7% 63.0% DAILY TOTALS NB SB EB WB Total 0 0 21,143 8,330 29,473 AM Peak Hour AM Pk Volume 08:00 1249 07:15 717 08:00 1901 PM Peak Hour PM Pk Volume 18:00 1639 12:45 518 18:15 2057 Pk Hr Factor 0.921 0.874 0.936 Pk Hr Factor 0.955 0.887 0.915 7-9Volume 2199 1325 3524 4-6Volume 2836 844 3680 7 - 9 Peak Hour 08:00 07:15 08:00 4 - 6 Peak Hour 17:00 16:00 17:00 7 - 9 Pk Volume 1249 717 1901 4 - 6 Pk Volume 1541 458 1927 Pk Hr Factor 0.921 0.874 0.936 Pk Hr Factor 0.978 0.801 0.956 Prepared by National Data & Surveying Services VOLUME SR 934/NE 79th St E/O Bayshore Ct Day: Thursday Date: 2/13/2020 Cit Project NOTICE Ibis submittal needs to be' scheduled for a puboc hearing In accordance wM1h b matinee set forth in the City of Miami Code. The appLIca o decision -making body NOR reWewthe intormadon at the pubc hearing to render a recommended on or a final decision. AM Period 00:00 00:15 00:30 00:45 DAILY TOTALS NB SB EB 113 95 105 93 406 NB 0 WB 122 108 102 64 396 SB 0 TOTAL 235 203 207 157 802 EB 24,823 PM Period WB 24,745 NB SB EB �, I, RE�jEW PZ-21-10809 08/20/21 i Oaf 669 666 641 2544 12:00 12:15 12:30 12:45 265 293 300 329 1187 30 376 366 312 1357 01:00 76 68 144 13:00 277 344 621 01:15 71 59 130 13:15 347 326 673 01:30 61 48 109 13:30 324 318 642 01:45 50 258 46 221 96 479 13:45 314 1262 329 1317 643 2579 02:00 41 29 70 14:00 300 352 652 02:15 47 41 88 14:15 296 391 687 02:30 30 27 57 14:30 318 336 654 02:45 32 150 21 118 53 268 14:45 387 1301 409 1488 796 2789 03:00 39 30 69 15:00 299 343 642 03:15 38 22 60 15:15 327 465 792 03:30 29 22 51 15:30 328 443 771 03:45 31 137 20 94 51 231 15:45 344 1298 494 1745 838 3043 04:00 32 32 64 16:00 416 343 759 04:15 34 39 73 16:15 324 542 866 04:30 39 46 85 16:30 405 499 904 04:45 44 149 46 163 90 312 16:45 431 1576 470 1854 901 3430 05:00 42 49 91 17:00 389 1549 368 1879 757 05:15 53 80 133 17:15 388 1613 538 1875 926 05:30 123 83 206 17:30 402 1610 427 1803 829 05:45 101 319 117 329 218 648 17:45 420 1599 435 1768 855 3367 06:00 154 129 283 18:00 393 420 813 06:15 192 163 355 18:15 443 381 824 06:30 212 258 470 18:30 439 348 787 06:45 227 785 280 830 507 1615 18:45 405 1680 454 1603 859 3283 07:00 285 297 582 19:00 425 370 795 07:15 294 388 682 19:15 406 334 740 07:30 349 395 744 19:30 427 256 683 07:45 415 1343 377 1457 792 2800 19:45 347 1605 266 1226 613 2831 08:00 431 1489 446 1606 877 20:00 359 282 641 08:15 473 1668 423 1641 896 20:15 330 229 559 08:30 445 1764 417 1663 862 20:30 272 264 536 08:45 414 1763 380 1666 794 3429 20:45 288 1249 216 991 504 2240 09:00 334 407 741 21:00 279 201 480 09:15 424 431 855 21:15 290 158 448 09:30 385 377 762 21:30 257 173 430 09:45 334 1477 384 1599 718 3076 21:45 268 1094 158 690 426 1784 10:00 364 301 665 22:00 248 170 418 10:15 308 344 652 22:15 247 159 406 10:30 283 311 594 22:30 265 150 415 10:45 303 1258 344 1300 647 2558 22:45 277 1037 141 620 418 1657 11:00 288 262 550 23:00 205 171 376 11:15 331 350 681 23:15 180 173 353 11:30 232 239 471 23:30 160 191 351 11:45 335 1186 380 1231 715 2417 23:45 159 704 147 682 306 1386 TOTALS 9231 9404 18635 TOTALS 15592 15341 30933 SPLIT % 49.5% 50.5% 37.6% SPLIT % 50.4% 49.6% 62.4% DAILY TOTALS NB SB WB Total 0 0 24,745 49,568 AM Peak Hour 07:45 08:00 08:00 PM Peak Hour 18:15 16:15 16:30 AM Pk Volume 1764 1666 3429 PM Pk Volume 1712 1879 3488 Pk Hr Factor 0.932 0.934 0.957 Pk Hr Factor 0.966 0.867 0.942 7-9Volume 3106 3123 6229 4-6Volume 3175 3622 6797 7 - 9 Peak Hour 07:45 08:00 08:00 4 - 6 Peak Hour 16:30 16:15 16:30 7 - 9 Pk Volume 1764 1666 3429 4 - 6 Pk Volume 1613 1879 3488 Pk Hr Factor 0.932 0.934 0.957 Pk Hr Factor 0.936 0.867 0.942 Prepared by National Data & Surveying Services VOLUME NW 71st St W/O NW 2nd Ave Day: Tuesday Date: 2/18/2020 Cit Project NOTICE Ibis submittal needs to be' scheduled for a puboc hearing In accordance wM1h Id matinee set forth in the City of Miami Code. The appLIca o decision -making body NOR re.ewthe intormadon at the pubc hearing to render a recommended on or a final decision. AM Period 0:00 0:15 0:30 0:45 DAILY TOTALS NB SB EB 13 17 11 12 53 NB 0 WB 10 12 13 11 46 SB 0 TOTAL 23 29 24 23 99 EB 4,619 PM Period w6 4,519 NB SB EB �, �� RE�jEW PZ-21-10809 08/20/21 000 115 129 140 504 12:00 12:15 12:30 12:45 54 52 63 86 6. 63 66 255 54 249 1:00 6 5 11 13:00 65 71 136 1:15 3 8 11 13:15 74 71 145 1:30 11 12 23 13:30 79 70 149 1:45 9 29 8 33 17 62 13:45 74 292 67 279 141 571 2:00 5 8 13 14:00 100 71 171 2:15 8 8 16 14:15 82 91 173 2:30 5 8 13 14:30 87 89 176 2:45 5 23 5 29 10 52 14:45 84 353 92 343 176 696 3:00 5 7 12 15:00 84 110 194 3:15 5 4 9 15:15 94 100 194 3:30 3 9 12 15:30 75 101 176 3:45 11 24 6 26 17 50 15:45 94 347 78 389 172 736 4:00 4 10 14 16:00 91 106 197 4:15 7 8 15 16:15 80 103 183 4:30 5 14 19 16:30 93 95 188 4:45 16 32 7 39 23 71 16:45 71 335 88 392 159 727 5:00 10 8 18 17:00 82 326 90 376 172 5:15 11 12 23 17:15 77 323 100 373 177 5:30 15 17 32 17:30 59 289 59 337 118 5:45 20 56 15 52 35 108 17:45 78 296 79 328 157 624 6:00 29 21 50 18:00 111 82 193 6:15 17 22 39 18:15 92 81 173 6:30 31 43 74 18:30 97 79 176 6:45 48 125 39 125 87 250 18:45 84 384 72 314 156 698 7:00 47 56 103 19:00 92 71 163 7:15 68 53 121 19:15 85 64 149 7:30 78 45 123 19:30 70 67 137 7:45 75 268 85 239 160 507 19:45 59 306 49 251 108 557 8:00 77 298 67 250 144 20:00 46 43 89 8:15 95 325 74 271 169 20:15 45 31 76 8:30 52 299 62 288 114 20:30 39 39 78 8:45 78 302 62 265 140 567 20:45 26 156 32 145 58 301 9:00 61 62 123 21:00 28 34 62 9:15 66 53 119 21:15 25 30 55 9:30 56 53 109 21:30 20 29 49 9:45 53 236 64 232 117 468 21:45 20 93 24 117 44 210 10:00 52 58 110 22:00 25 34 59 10:15 58 64 122 22:15 24 21 45 10:30 75 47 122 22:30 22 12 34 10:45 46 231 59 228 105 459 22:45 17 88 19 86 36 174 11:00 50 55 105 23:00 22 21 43 11:15 63 52 115 23:15 16 17 33 11:30 60 63 123 23:30 36 19 55 11:45 57 230 67 237 124 467 23:45 31 105 18 75 49 180 TOTALS 1609 1551 3160 TOTALS 3010 2968 5978 SPLIT % 50.9% 49.1% 34.6% SPLIT % 50.4% 49.6% 65.4% DAILY TOTALS NB SB WB Total 0 0 4,519 9,138 AM Peak Hour AM Pk Volume 7:30 325 7:45 288 7:30 596 PM Peak Hour PM Pk Volume 18:00 384 14:45 403 14:30 740 Pk Hr Factor 0.855 0.847 0.882 Pk Hr Factor 0.865 0.916 0.954 7-9 Volume 570 504 1074 4-6 Volume 631 720 1351 7 - 9 Peak Hour 7:30 7:45 7:30 4 - 6 Peak Hour 16:00 16:00 16:00 7 - 9 Pk Volume 325 288 596 4 - 6 Pk Volume 335 392 727 Pk Hr Factor 0.855 0.847 0.882 Pk Hr Factor 0.901 0.925 0.923 Prepared by National Data & Surveying Services VOLUME NE 71st St W/O NE 2nd Ave Day: Thursday Date: 2/6/2020 Cit Project NOTICE Ibis submittal needs to be scheduled for a puboc hearing In accordance wM1h timelines set forth in the City of Miami Code. The applica de decision -making bodywlll reAcwthe information at the pubdc hearing to render a recommendation or a anal decision. AM Period 00:00 00:15 00:30 00:45 DAILY TOTALS NB SB EB 14 13 10 5 42 NB 0 WB 14 8 10 10 42 SB 0 TOTAL 28 21 20 15 84 EB 3,200 PM Period w6 3,169 NB SB EB J, �„,t. RE�jEW PZ-21-10809 08/20/21 Opp 78 86 91 333 12:00 12:15 12:30 12:45 39 41 50 47 3• 37 36 177 44 156 01:00 6 8 14 13:00 40 48 88 01:15 9 5 14 13:15 53 49 102 01:30 7 4 11 13:30 49 52 101 01:45 6 28 7 24 13 52 13:45 54 196 51 200 105 396 02:00 4 5 9 14:00 53 59 112 02:15 1 2 3 14:15 37 55 92 02:30 7 9 16 14:30 54 51 105 02:45 2 14 4 20 6 34 14:45 45 189 44 209 89 398 03:00 3 2 5 15:00 48 58 106 03:15 5 2 7 15:15 48 67 115 03:30 1 8 9 15:30 51 58 109 03:45 5 14 6 18 11 32 15:45 62 209 62 245 124 454 04:00 3 5 8 16:00 42 66 108 04:15 7 1 8 16:15 48 60 108 04:30 8 2 10 16:30 50 71 121 04:45 8 26 6 14 14 40 16:45 43 183 65 262 108 445 05:00 8 5 13 17:00 47 188 77 273 124 05:15 10 9 19 17:15 53 193 70 283 123 05:30 24 11 35 17:30 59 202 59 271 118 05:45 20 62 7 32 27 94 17:45 57 216 77 283 134 499 06:00 15 9 24 18:00 63 57 120 06:15 14 13 27 18:15 64 66 130 06:30 20 25 45 18:30 46 47 93 06:45 36 85 24 71 60 156 18:45 52 225 52 222 104 447 07:00 33 41 74 19:00 37 50 87 07:15 52 27 79 19:15 41 36 77 07:30 54 34 88 19:30 39 43 82 07:45 77 216 32 134 109 350 19:45 35 152 34 163 69 315 08:00 60 243 54 147 114 20:00 36 26 62 08:15 59 250 48 168 107 20:15 24 23 47 08:30 66 262 45 179 111 20:30 19 20 39 08:45 67 252 37 184 104 436 20:45 34 113 26 95 60 208 09:00 61 52 113 21:00 23 30 53 09:15 61 41 102 21:15 22 29 51 09:30 59 34 93 21:30 24 14 38 09:45 50 231 37 164 87 395 21:45 26 95 21 94 47 189 10:00 46 37 83 22:00 23 25 48 10:15 54 47 101 22:15 13 26 39 10:30 34 49 83 22:30 10 17 27 10:45 44 178 38 171 82 349 22:45 16 62 17 85 33 147 11:00 39 56 95 23:00 16 17 33 11:15 44 49 93 23:15 10 18 28 11:30 48 58 106 23:30 11 16 27 11:45 50 181 49 212 99 393 23:45 17 54 18 69 35 123 TOTALS 1329 1086 2415 TOTALS 1871 2083 3954 SPLIT % 55.0% 45.0% 37.9% SPLIT % 47.3% 52.7% 62.1% DAILY TOTALS NB SB WB Total 0 0 3,169 6,369 AM Peak Hour AM Pk Volume Pk Hr Factor 07:45 262 0.851 11:00 212 0.914 07:45 441 0.967 PM Peak Hour PM Pk Volume Pk Hr Factor 17:30 243 0.949 16:30 283 0.919 17:30 502 0.937 7-9Volume 468 318 786 4-6Volume 399 545 944 7- 9 Peak Hour 07:45 08:00 07:45 4- 6 Peak Hour 17:00 16:30 17:00 7 - 9 Pk Volume 262 184 441 4 - 6 Pk Volume 216 283 499 Pk Hr Factor 0.851 0.852 0.967 Pk Hr Factor 0.915 0.919 0.931 Prepared by National Data & Surveying Services VOLUME NW 62nd St W/O NW 2nd Ave Day: Tuesday Date: 2/11/2020 Cit Project NOTICE Ibis submittal needs to be'scheduled fora puboc hearing In acoordxncewhh b matinee set forth in the City of Miami Code. The appLIca o decision -making body will resiewthe information at the pubdc hearing to render a recommended on or a final decla on. r AM Period 00:00 00:15 00:30 00:45 DAILY TOTALS NB SB EB 55 63 57 37 212 NB 0 WB 43 33 39 40 155 SB * 0 TOTAL 98 96 96 77 367 EB IIIw6 11,719 PM Period 9,749 NB SB EB �, PZ-21-10809 08/20/21 274 303 300 1158 12:00 12:15 12:30 12:45 141 148 158 155 602 1 126 145 145 556 01:00 41 36 77 13:00 173 140 313 01:15 32 19 51 13:15 154 138 292 01:30 36 22 58 13:30 168 145 313 01:45 18 127 19 96 37 223 13:45 151 646 127 550 278 1196 02:00 18 17 35 14:00 131 139 270 02:15 9 11 20 14:15 133 116 249 02:30 21 15 36 14:30 160 134 294 02:45 14 62 14 57 28 119 14:45 155 579 134 523 289 1102 03:00 20 13 33 15:00 141 166 307 03:15 15 9 24 15:15 143 168 311 03:30 22 17 39 15:30 187 170 357 03:45 19 76 19 58 38 134 15:45 177 648 174 678 351 1326 04:00 23 17 40 16:00 184 200 384 04:15 18 17 35 16:15 171 147 318 04:30 26 22 48 16:30 209 169 378 04:45 28 95 22 78 50 173 16:45 206 770 154 670 360 1440 05:00 21 25 46 17:00 238 824 188 658 426 05:15 32 44 76 17:15 239 892 166 677 405 05:30 55 57 112 17:30 211 894 171 679 382 05:45 46 154 48 174 94 328 17:45 257 945 169 694 426 1639 06:00 83 70 153 18:00 258 166 424 06:15 67 71 138 18:15 276 163 439 06:30 83 87 170 18:30 276 149 425 06:45 98 331 79 307 177 638 18:45 265 1075 119 597 384 1672 07:00 97 116 213 19:00 197 126 323 07:15 106 118 224 19:15 207 119 326 07:30 139 117 256 19:30 214 119 333 07:45 129 471 143 494 272 965 19:45 236 854 109 473 345 1327 08:00 165 539 147 525 312 20:00 147 114 261 08:15 165 598 154 561 319 20:15 107 122 229 08:30 181 640 152 596 333 20:30 117 96 213 08:45 193 704 137 590 330 1294 20:45 91 462 103 435 194 897 09:00 215 117 332 21:00 143 104 247 09:15 159 108 267 21:15 151 113 264 09:30 148 100 248 21:30 155 91 246 09:45 167 689 115 440 282 1129 21:45 102 551 114 422 216 973 10:00 190 114 304 22:00 55 92 147 10:15 183 121 304 22:15 57 86 143 10:30 147 130 277 22:30 51 80 131 10:45 165 685 129 494 294 1179 22:45 49 212 78 336 127 548 11:00 161 152 313 23:00 38 79 117 11:15 159 142 301 23:15 37 85 122 11:30 143 136 279 23:30 25 84 109 11:45 171 634 113 543 284 1177 23:45 35 135 81 329 116 464 TOTALS 4240 3486 7726 TOTALS 7479 6263 13742 SPLIT % 54.9% 45.1% 36.0% SPLIT % 54.4% 45.6% 64.0% DAILY TOTALS NB SB WB Total 0 0 9,749 21,468 AM Peak Hour 08:15 07:45 08:15 PM Peak Hour 18:00 15:15 17:45 AM Pk Volume 754 596 1314 PM Pk Volume 1075 712 1714 Pk Hr Factor 0.877 0.968 0.986 Pk Hr Factor 0.974 0.890 0.976 7-9 Volume 1175 1084 2259 4-6 Volume 1715 1364 3079 7 - 9 Peak Hour 08:00 07:45 08:00 4 - 6 Peak Hour 17:00 17:00 17:00 7 - 9 Pk Volume 704 596 1294 4 - 6 Pk Volume 945 694 1639 Pk Hr Factor 0.912 0.968 0.971 Pk Hr Factor 0.919 0.923 0.962 Prepared by National Data & Surveying Services VOLUME NE 62nd St W/O NE 1st Ave Day: Tuesday Date: 2/11/2020 Cit Project NOTICE Ibis submittal needs to be scheduled for a puboc hearing In accordance wM1h timelines set forth in the City of Miami Code. The applica de decision -making bodywlll re.ewthe information at the pubdc hearing to render a recommendation or a anal decision. AM Period 00:00 00:15 00:30 00:45 DAILY TOTALS NB SB EB 18 18 18 9 63 NB 0 WB 21 21 18 15 75 s6 0 TOTAL 39 39 36 24 138 EB 6,499 PM Period w6 5,269 NB SB EB APZ-21-10809 14. RE�jEW 08/20/21 CO`"' 164 167 159 665 12:00 12:15 12:30 12:45 99 88 90 81 358 7. 76 77 78 307 01:00 14 17 31 13:00 105 90 195 01:15 7 8 15 13:15 80 94 174 01:30 15 12 27 13:30 92 85 177 01:45 6 42 8 45 14 87 13:45 77 354 89 358 166 712 02:00 7 7 14 14:00 94 78 172 02:15 4 6 10 14:15 90 75 165 02:30 2 11 13 14:30 102 88 190 02:45 9 22 6 30 15 52 14:45 89 375 81 322 170 697 03:00 7 5 12 15:00 94 92 186 03:15 4 1 5 15:15 89 82 171 03:30 7 6 13 15:30 96 104 200 03:45 3 21 7 19 10 40 15:45 86 365 87 365 173 730 04:00 10 7 17 16:00 99 114 213 04:15 9 7 16 16:15 97 101 198 04:30 9 3 12 16:30 104 103 207 04:45 18 46 15 32 33 78 16:45 108 408 92 410 200 818 05:00 13 11 24 17:00 102 411 123 419 225 05:15 20 14 34 17:15 111 425 126 444 237 05:30 26 24 50 17:30 102 423 97 438 199 05:45 36 95 22 71 58 166 17:45 134 449 102 448 236 897 06:00 43 25 68 18:00 117 103 220 06:15 41 26 67 18:15 122 90 212 06:30 49 23 72 18:30 119 83 202 06:45 57 190 26 100 83 290 18:45 115 473 62 338 177 811 07:00 59 45 104 19:00 105 69 174 07:15 60 54 114 19:15 83 66 149 07:30 96 72 168 19:30 85 52 137 07:45 128 343 67 238 195 581 19:45 98 371 58 245 156 616 08:00 119 403 54 247 173 20:00 76 89 165 08:15 131 474 91 284 222 20:15 39 54 93 08:30 141 519 91 303 232 20:30 48 42 90 08:45 130 521 71 307 201 828 20:45 37 200 56 241 93 441 09:00 144 65 209 21:00 61 48 109 09:15 113 68 181 21:15 59 56 115 09:30 98 53 151 21:30 68 27 95 09:45 97 452 80 266 177 718 21:45 59 247 45 176 104 423 10:00 105 74 179 22:00 58 39 97 10:15 117 59 176 22:15 60 36 96 10:30 76 73 149 22:30 56 32 88 10:45 87 385 74 280 161 665 22:45 55 229 38 145 93 374 11:00 85 67 152 23:00 44 35 79 11:15 83 86 169 23:15 47 39 86 11:30 73 57 130 23:30 20 46 66 11:45 106 347 76 286 182 633 23:45 32 143 45 165 77 308 TOTALS 2527 1749 4276 TOTALS 3972 3520 7492 SPLIT % 59.1% 40.9% 36.3% SPLIT % 53.0% 47.0% 63.7% DAILY TOTALS NB s6 w6 Total 0 0 5,269 11,768 AM Peak Hour AM Pk Volume 08:15 546 08:15 318 08:15 864 PM Peak Hour PM Pk Volume 17:45 492 17:00 448 17:00 897 Pk Hr Factor 0.948 0.874 0.931 Pk Hr Factor 0.918 0.889 0.946 7-9 Volume 864 545 1409 4-6 Volume 857 858 1715 7 - 9 Peak Hour 08:00 08:00 08:00 4 - 6 Peak Hour 17:00 17:00 17:00 7 - 9 Pk Volume 521 307 828 4 - 6 Pk Volume 449 448 897 Pk Hr Factor 0.924 0.843 0.892 Pk Hr Factor 0.838 0.889 0.946 Prepared by National Data & Surveying Services VOLUME NE 62nd St W/0 NE 4th Ct Day: Tuesday Date: 2/4/2020 Cit Project NOTICE Ibis submittal needs to be'scheduled for a puboc hearing In accordance wM1h Id matinee set forth in the City of Miami Code. The appLIca o decision -making body NOR reWewthe intormadon at the pubc hearing to render a recommended on or a final decision. AM Period 00:00 00:15 00:30 00:45 DAILY TOTALS NB SB EB 0 0 0 0 NB 0 WB 18 18 12 12 60 SB 0 TOTAL EB 0 PM Period w6 3,943 NB SB EB J, .� RE�j PZ-21-10809 08/20/21 00� 18 18 12 12 60 12:00 12:15 12:30 12:45 0 0 0 0 5 EW 47 61 52 210 47 61 52 210 01:00 0 13 13 13:00 0 62 62 01:15 0 5 5 13:15 0 60 60 01:30 0 9 9 13:30 0 65 65 01:45 0 6 33 6 33 13:45 0 56 243 56 243 02:00 0 7 7 14:00 0 60 60 02:15 0 9 9 14:15 0 60 60 02:30 0 2 2 14:30 0 66 66 02:45 0 4 22 4 22 14:45 0 58 244 58 244 03:00 0 7 7 15:00 0 71 71 03:15 0 3 3 15:15 0 68 68 03:30 0 11 11 15:30 0 74 74 03:45 0 5 26 5 26 15:45 0 73 286 73 286 04:00 0 6 6 16:00 0 89 89 04:15 0 8 8 16:15 0 80 80 04:30 0 3 3 16:30 0 89 89 04:45 0 10 27 10 27 16:45 0 87 345 87 345 05:00 0 6 6 17:00 0 106 106 362 05:15 0 5 5 17:15 0 90 90 372 05:30 0 12 12 17:30 0 108 108 391 05:45 0 14 37 14 37 17:45 0 73 377 73 377 06:00 0 13 13 18:00 0 78 78 06:15 0 11 11 18:15 0 76 76 06:30 0 18 18 18:30 0 61 61 06:45 0 23 65 23 65 18:45 0 60 275 60 275 07:00 0 29 29 19:00 0 46 46 07:15 0 42 42 19:15 0 45 45 07:30 0 52 52 19:30 0 44 44 07:45 0 79 202 79 202 19:45 0 26 161 26 161 08:00 0 86 86 259 20:00 0 36 36 08:15 0 75 75 292 20:15 0 32 32 08:30 0 66 66 306 20:30 0 39 39 08:45 0 72 299 72 299 20:45 0 21 128 21 128 09:00 0 68 68 21:00 0 34 34 09:15 0 41 41 21:15 0 33 33 09:30 0 44 44 21:30 0 26 26 09:45 0 53 206 53 206 21:45 0 28 121 28 121 10:00 0 52 52 22:00 0 22 22 10:15 0 59 59 22:15 0 31 31 10:30 0 49 49 22:30 0 26 26 10:45 0 46 206 46 206 22:45 0 22 101 22 101 11:00 0 44 44 23:00 0 22 22 11:15 0 58 58 23:15 0 16 16 11:30 0 44 44 23:30 0 17 17 11:45 0 50 196 50 196 23:45 0 18 73 18 73 TOTALS 1379 1379 TOTALS 2564 2564 SPLIT % 100.0% 35.0% SPLIT % 100.0% 65.0% DAILY TOTALS NB 0 AM Peak Hour AM Pk Volume Pk Hr Factor 07:45 306 0.890 07:45 306 0.890 PM Peak Hour PM Pk Volume Pk Hr Factor 16:45 391 0.905 16:45 391 0.905 7-9 Volume 501 501 4-6 Volume 722 722 7- 9 Peak Hour 07:45 07:45 4- 6 Peak Hour 16:45 16:45 7 - 9 Pk Volume 306 306 4 - 6 Pk Volume 391 391 Pk Hr Factor 0.890 0.890 Pk Hr Factor 0.905 0.905 Prepared by National Data & Surveying Services VOLUME NE 61st St W/O NE 4th Ct Day: Tuesday Date: 2/4/2020 Cit Project NOTICE Ibis submittal needs to be'scheduled fora puboc hearing In acoordxnce whh Idmatinee set forth in the City of Miami Code. The appLIca o decision -making body will resiewthe information at the pubdc hearing to render a recommended on or a final decla on. AM Period DAILY TOTALS NB SB EB NB 0 WB SB 0 TOTAL III EB 4,407 PM Period WB 0 NB SB EB 9�'cRE�j PZ-21-10809 08/20/21 Opt�� 00:00 19 0 19 12:00 47 0 EW 00:15 10 0 10 12:15 43 0 43 00:30 8 0 8 12:30 61 0 61 00:45 11 48 0 11 48 12:45 65 216 0 65 216 01:00 14 0 14 13:00 61 0 61 01:15 11 0 11 13:15 72 0 72 01:30 13 0 13 13:30 66 0 66 01:45 10 48 0 10 48 13:45 71 270 0 71 270 02:00 8 0 8 14:00 55 0 55 02:15 17 0 17 14:15 64 0 64 02:30 8 0 8 14:30 45 0 45 02:45 4 37 0 4 37 14:45 64 228 0 64 228 03:00 9 0 9 15:00 58 0 58 03:15 2 0 2 15:15 73 0 73 03:30 7 0 7 15:30 60 0 60 03:45 4 22 0 4 22 15:45 66 257 0 66 257 04:00 5 0 5 16:00 69 0 69 04:15 7 0 7 16:15 70 0 70 04:30 8 0 8 16:30 67 0 67 04:45 12 32 0 12 32 16:45 78 284 0 78 284 05:00 15 0 15 17:00 88 0 88 303 05:15 10 0 10 17:15 76 0 76 309 05:30 13 0 13 17:30 79 0 79 321 05:45 19 57 0 19 57 17:45 92 335 0 92 335 06:00 27 0 27 18:00 95 0 95 06:15 25 0 25 18:15 85 0 85 06:30 29 0 29 18:30 82 0 82 06:45 44 125 0 44 125 18:45 58 320 0 58 320 07:00 41 0 41 19:00 78 0 78 07:15 59 0 59 19:15 67 0 67 07:30 66 0 66 19:30 53 0 53 07:45 115 281 0 115 281 19:45 48 246 0 48 246 08:00 112 0 112 352 20:00 61 0 61 08:15 69 0 69 362 20:15 49 0 49 08:30 73 0 73 369 20:30 45 0 45 08:45 90 344 0 90 344 20:45 37 192 0 37 192 09:00 76 0 76 21:00 36 0 36 09:15 69 0 69 21:15 37 0 37 09:30 59 0 59 21:30 38 0 38 09:45 62 266 0 62 266 21:45 43 154 0 43 154 10:00 69 0 69 22:00 40 0 40 10:15 44 0 44 22:15 34 0 34 10:30 56 0 56 22:30 33 0 33 10:45 48 217 0 48 217 22:45 36 143 0 36 143 11:00 52 0 52 23:00 33 0 33 11:15 48 0 48 23:15 26 0 26 11:30 34 0 34 23:30 37 0 37 11:45 40 174 0 40 174 23:45 15 111 0 15 111 TOTALS 1651 1651 TOTALS 2756 2756 SPLIT % 100.0% 37.5% SPLIT % 100.0% 62.5% DAILY TOTALS NB SB Total 0 0 4,407 AM Peak Hour 07:45 07:45 PM Peak Hour 17:45 17:45 AM Pk Volume 369 369 PM Pk Volume 354 354 Pk Hr Factor 0.802 0.802 Pk Hr Factor 0.932 0.932 7-9Volume 625 625 4-6Volume 619 619 7- 9 Peak Hour 07:45 07:45 4- 6 Peak Hour 17:00 17:00 7 - 9 Pk Volume 369 369 4 - 6 Pk Volume 335 335 Pk Hr Factor 0.802 0.802 Pk Hr Factor 0.910 0.910 Prepared by National Data & Surveying Services VOLUME NW 54th St W/O NW 2nd Ave Day: Tuesday Date: 2/4/2020 Cit Project NOTICE Ibis submittal needs to be scheduled for a puboc hearing In accordance wM1h timelines set forth in the City of Miami Code. The applica de decision -making bodywlll re Acwthe information at the pubdc hearing to render a recommendation or a anal decision. AM Period 00:00 00:15 00:30 00:45 DAILY TOTALS NB SB EB 39 36 27 22 124 NB 0 WB 63 41 50 35 189 SB 0 TOTAL 102 77 77 57 313 EB 10,461 PM Period WB 9,686 NB SB EB �, 9 RE�jEW PZ-21-10809 08/20/21 OpT 262 308 260 1116 12:00 12:15 12:30 12:45 161 113 153 126 553 12 149 155 134 563 01:00 18 43 61 13:00 137 147 284 01:15 27 36 63 13:15 164 139 303 01:30 13 22 35 13:30 142 148 290 01:45 4 62 20 121 24 183 13:45 156 599 159 593 315 1192 02:00 9 17 26 14:00 123 141 264 02:15 18 19 37 14:15 138 149 287 02:30 13 27 40 14:30 171 144 315 02:45 5 45 17 80 22 125 14:45 192 624 135 569 327 1193 03:00 8 15 23 15:00 204 143 347 03:15 12 15 27 15:15 179 155 334 03:30 8 16 24 15:30 167 168 335 03:45 16 44 10 56 26 100 15:45 219 769 176 642 395 1411 04:00 8 14 22 16:00 198 177 375 04:15 9 22 31 16:15 211 135 346 04:30 23 15 38 16:30 197 152 349 04:45 22 62 20 71 42 133 16:45 198 804 151 615 349 1419 05:00 24 28 52 17:00 196 802 190 628 386 05:15 24 27 51 17:15 201 792 146 639 347 05:30 28 38 66 17:30 222 817 179 666 401 05:45 38 114 45 138 83 252 17:45 200 819 177 692 377 1511 06:00 48 49 97 18:00 190 139 329 06:15 72 64 136 18:15 190 139 329 06:30 85 85 170 18:30 186 164 350 06:45 118 323 77 275 195 598 18:45 156 722 148 590 304 1312 07:00 110 104 214 19:00 132 132 264 07:15 138 122 260 19:15 137 124 261 07:30 183 131 314 19:30 118 108 226 07:45 174 605 123 480 297 1085 19:45 106 493 124 488 230 981 08:00 164 659 146 522 310 20:00 124 130 254 08:15 178 699 140 540 318 20:15 106 104 210 08:30 187 703 150 559 337 20:30 97 99 196 08:45 185 714 130 566 315 1280 20:45 79 406 92 425 171 831 09:00 179 113 292 21:00 81 99 180 09:15 191 119 310 21:15 89 72 161 09:30 140 111 251 21:30 79 90 169 09:45 151 661 135 478 286 1139 21:45 89 338 81 342 170 680 10:00 117 111 228 22:00 85 102 187 10:15 132 105 237 22:15 70 90 160 10:30 138 121 259 22:30 90 97 187 10:45 125 512 125 462 250 974 22:45 70 315 77 366 147 681 11:00 129 127 256 23:00 47 95 142 11:15 140 139 279 23:15 50 81 131 11:30 155 146 301 23:30 53 94 147 11:45 130 554 135 547 265 1101 23:45 49 199 68 338 117 537 TOTALS 3820 3463 7283 TOTALS 6641 6223 12864 SPLIT % 52.5% 47.5% 36.1% SPLIT % 51.6% 48.4% 63.9% DAILY TOTALS NB SB Total 0 0 20,147 AM Peak Hour AM Pk Volume 08:30 742 08:00 566 08:00 1280 PM Peak Hour PM Pk Volume 15:45 825 17:00 692 17:00 1511 Pk Hr Factor 0.971 0.943 0.950 Pk Hr Factor 0.942 0.911 0.942 7-9Volume 1319 1046 2365 4-6Volume 0 1623 1307 2930 7 - 9 Peak Hour 08:00 08:00 08:00 4 - 6 Peak Hour 17:00 17:00 17:00 7- 9 Pk Volume 714 566 1280 4- 6 Pk Volume 819 692 1511 Pk Hr Factor 0.955 0.943 0.950 Pk Hr Factor 0.922 0.911 0.942 Prepared by National Data & Surveying Services VOLUME NE 54th St W/O NE 2nd Ave Day: Tuesday Date: 2/4/2020 Cit Project NOTICE Ibis submittal needs to be scheduled for a puboc hearing In accordance wM1h timelines set forth in the City of Miami Code. The applica de decision -making bodywlll re.ewthe information at the public hearing to render a recommendation or a anal decision. AM Period 00:00 00:15 00:30 00:45 DAILY TOTALS NB SB EB 22 20 17 28 87 NB 0 WB 44 27 38 39 148 SB 0 TOTAL 66 47 55 67 235 EB 7,671 PM Period WB 8,388 NB SB EB APZ-21-10809 .� RE�jEW 08/20/21 �0 211 269 228 942 12:00 12:15 12:30 12:45 108 104 129 108 449 12. 107 140 120 493 01:00 16 34 50 13:00 118 135 253 01:15 17 21 38 13:15 129 107 236 01:30 14 21 35 13:30 111 136 247 01:45 14 61 24 100 38 161 13:45 106 464 150 528 256 992 02:00 10 17 27 14:00 106 139 245 02:15 10 11 21 14:15 113 118 231 02:30 13 12 25 14:30 135 118 253 02:45 8 41 11 51 19 92 14:45 117 471 126 501 243 972 03:00 7 13 20 15:00 134 130 264 03:15 8 12 20 15:15 125 138 263 03:30 8 10 18 15:30 115 167 282 03:45 10 33 17 52 27 85 15:45 133 507 147 582 280 1089 04:00 14 4 18 16:00 128 208 336 04:15 10 17 27 16:15 136 129 265 04:30 15 12 27 16:30 133 154 287 04:45 17 56 13 46 30 102 16:45 129 526 136 627 265 1153 05:00 18 15 33 17:00 139 537 202 621 341 05:15 22 14 36 17:15 133 534 143 635 276 05:30 24 21 45 17:30 141 542 177 658 318 05:45 30 94 30 80 60 174 17:45 142 555 138 660 280 1215 06:00 38 27 65 18:00 137 157 294 06:15 59 42 101 18:15 156 120 276 06:30 72 48 120 18:30 121 154 275 06:45 81 250 64 181 145 431 18:45 111 525 105 536 216 1061 07:00 77 65 142 19:00 114 148 262 07:15 87 81 168 19:15 111 113 224 07:30 104 97 201 19:30 100 94 194 07:45 129 397 118 361 247 758 19:45 83 408 108 463 191 871 08:00 129 449 108 404 237 20:00 93 111 204 08:15 124 486 139 462 263 20:15 78 84 162 08:30 128 510 125 490 253 20:30 62 60 122 08:45 137 518 111 483 248 1001 20:45 58 291 72 327 130 618 09:00 132 129 261 21:00 53 78 131 09:15 132 118 250 21:15 58 63 121 09:30 120 121 241 21:30 57 71 128 09:45 95 479 115 483 210 962 21:45 71 239 62 274 133 513 10:00 113 90 203 22:00 54 75 129 10:15 107 111 218 22:15 62 60 122 10:30 102 92 194 22:30 53 68 121 10:45 109 431 104 397 213 828 22:45 43 212 61 264 104 476 11:00 105 107 212 23:00 45 70 115 11:15 99 136 235 23:15 37 63 100 11:30 134 128 262 23:30 38 79 117 11:45 86 424 115 486 201 910 23:45 33 153 53 265 86 418 TOTALS 2871 2868 5739 TOTALS 4800 5520 10320 SPLIT % 50.0% 50.0% 35.7% SPLIT % 46.5% 53.5% 64.3% DAILY TOTALS NB SB Total 0 0 16,059 AM Peak Hour AM Pk Volume Pk Hr Factor 08:30 529 0.965 11:15 505 0.928 08:15 1025 0.974 PM Peak Hour PM Pk Volume Pk Hr Factor 17:30 576 0.923 15:15 660 0.793 17:00 1215 0.891 7-9 Volume 915 844 1759 4-6 Volume 1081 1287 2368 7 - 9 Peak Hour 08:00 07:45 08:00 4 - 6 Peak Hour 17:00 17:00 17:00 7- 9 Pk Volume 518 490 1001 4- 6 Pk Volume 555 660 1215 Pk Hr Factor 0.945 0.881 0.952 Pk Hr Factor 0.977 0.817 0.891 Prepared by National Data & Surveying Services VOLUME NE 54th St W/O US 1 Day: Tuesday Date: 2/4/2020 Cit Project NOTICE Ibis submittal needs to be scheduled for a puboc hearing In accordance wM1h timelines set forth in the City of Miami Code. The applica de decision -making bodywlll re Acwthe information at the pubdc hearing to render a recommendation or a anal decision. AM Period 00:00 00:15 00:30 00:45 DAILY TOTALS NB SB EB 23 20 13 25 81 NB 0 WB 46 37 52 40 175 SB 0 TOTAL 69 57 65 65 256 EB 7,756 PM Period WB 7,766 NB SB EB APZ-21-10809 14. R 08/20/21 -tom' E�jEW OppQ 226 242 216 913 12:00 12:15 12:30 12:45 112 101 123 111 447 11 125 119 105 466 01:00 13 32 45 13:00 109 113 222 01:15 15 26 41 13:15 126 125 251 01:30 12 19 31 13:30 102 124 226 01:45 8 48 16 93 24 141 13:45 112 449 128 490 240 939 02:00 7 18 25 14:00 102 127 229 02:15 9 10 19 14:15 127 114 241 02:30 9 13 22 14:30 125 108 233 02:45 5 30 8 49 13 79 14:45 107 461 120 469 227 930 03:00 12 7 19 15:00 116 121 237 03:15 9 10 19 15:15 111 134 245 03:30 10 11 21 15:30 116 148 264 03:45 12 43 10 38 22 81 15:45 129 472 147 550 276 1022 04:00 9 7 16 16:00 132 181 313 04:15 8 14 22 16:15 109 123 232 04:30 18 9 27 16:30 135 149 284 04:45 23 58 7 37 30 95 16:45 136 512 133 586 269 1098 05:00 16 13 29 17:00 136 516 178 583 314 05:15 33 14 47 17:15 131 538 162 622 293 05:30 30 11 41 17:30 136 539 173 646 309 05:45 38 117 25 63 63 180 17:45 150 553 127 640 277 1193 06:00 48 23 71 18:00 132 159 291 06:15 65 18 83 18:15 152 129 281 06:30 76 41 117 18:30 107 149 256 06:45 95 284 43 125 138 409 18:45 100 491 106 543 206 1034 07:00 77 52 129 19:00 117 127 244 07:15 108 65 173 19:15 110 103 213 07:30 146 77 223 19:30 95 104 199 07:45 153 484 84 278 237 762 19:45 98 420 93 427 191 847 08:00 148 555 85 311 233 20:00 100 99 199 08:15 124 571 84 330 208 20:15 82 85 167 08:30 142 567 88 341 230 20:30 79 76 155 08:45 163 577 81 338 244 915 20:45 57 318 90 350 147 668 09:00 139 111 250 21:00 75 74 149 09:15 147 103 250 21:15 55 60 115 09:30 133 100 233 21:30 55 82 137 09:45 96 515 82 396 178 911 21:45 67 252 67 283 134 535 10:00 101 81 182 22:00 46 67 113 10:15 107 86 193 22:15 62 82 144 10:30 90 89 179 22:30 60 83 143 10:45 85 383 91 347 176 730 22:45 44 212 68 300 112 512 11:00 88 86 174 23:00 47 81 128 11:15 105 100 205 23:15 36 88 124 11:30 101 106 207 23:30 38 80 118 11:45 98 392 115 407 213 799 23:45 36 157 67 316 103 473 TOTALS 3012 2346 5358 TOTALS 4744 5420 10164 SPLIT % 56.2% 43.8% 34.5% SPLIT % 46.7% 53.3% 65.5% DAILY TOTALS NB SB Total 0 0 15,522 AM Peak Hour AM Pk Volume Pk Hr Factor 08:30 591 0.906 11:45 476 0.952 08:45 977 0.977 PM Peak Hour PM Pk Volume Pk Hr Factor 17:30 570 0.938 16:45 646 0.907 17:00 1193 0.950 7-9Volume 1061 616 1677 4-6Volume 1065 1226 2291 7 - 9 Peak Hour 08:00 07:45 08:00 4 - 6 Peak Hour 17:00 16:45 17:00 7- 9 Pk Volume 577 341 915 4- 6 Pk Volume 553 646 1193 Pk Hr Factor 0.885 0.969 0.938 Pk Hr Factor 0.922 0.907 0.950 Prepared by National Data & Surveying Services VOLUME NW 2nd Ave N/O NW 75th St Day: Tuesday Date: 2/4/2020 Cit Project NOTICE Ibis submittal needs to be'scheduled fora puboc hearing In acoordxncewhh Idmatinee set forth in the City of Miami Code. The appLIca o decision -making body will redewthe information at the pubdc hearing to render a recommended on or a final decla on. AM Period 00:00 00:15 00:30 00:45 DAILY TOTALS NB SB EB 28 7 13 2 15 6 13 69 9 24 NB 4,648 WB s6 * 1,873 TOTAL 35 15 21 22 93 EB 0 PM Period NB WB 0 SB PZ-21-10809 J,fk 08/20/21 9�'cREVjEW EB GO�� 105 85 86 349 12:00 12:15 12:30 12:45 50 67 60 55 232 23 38 25 31 117 01:00 10 6 16 13:00 53 29 82 01:15 17 5 22 13:15 45 35 80 01:30 10 4 14 13:30 54 23 77 01:45 6 43 1 16 7 59 13:45 50 202 29 116 79 318 02:00 10 5 15 14:00 58 19 77 02:15 5 2 7 14:15 58 20 78 02:30 5 3 8 14:30 84 33 117 02:45 5 25 4 14 9 39 14:45 85 285 23 95 108 380 03:00 3 3 6 15:00 74 35 109 03:15 6 2 8 15:15 116 26 142 03:30 1 0 1 15:30 104 23 127 03:45 4 14 1 6 5 20 15:45 121 415 31 115 152 530 04:00 5 5 10 16:00 133 24 157 04:15 5 9 14 16:15 139 24 163 04:30 5 2 7 16:30 163 20 183 04:45 4 19 5 21 9 40 16:45 142 577 28 96 170 673 05:00 8 11 19 17:00 178 622 21 93 199 05:15 6 8 14 17:15 186 669 30 99 216 05:30 6 2 8 17:30 162 668 30 109 192 05:45 12 32 9 30 21 62 17:45 151 677 29 110 180 787 06:00 13 11 24 18:00 108 26 134 06:15 14 19 33 18:15 139 26 165 06:30 26 20 46 18:30 132 26 158 06:45 28 81 29 79 57 160 18:45 94 473 25 103 119 576 07:00 36 48 84 19:00 91 30 121 07:15 40 34 74 19:15 95 16 111 07:30 34 33 67 19:30 68 31 99 07:45 36 146 53 168 89 314 19:45 49 303 22 99 71 402 08:00 42 152 37 157 79 20:00 37 15 52 08:15 42 154 34 157 76 20:15 40 21 61 08:30 38 158 43 167 81 20:30 24 17 41 08:45 36 158 36 150 72 308 20:45 27 128 10 63 37 191 09:00 34 32 66 21:00 35 14 49 09:15 47 32 79 21:15 38 18 56 09:30 30 24 54 21:30 34 11 45 09:45 43 154 21 109 64 263 21:45 35 142 15 58 50 200 10:00 30 26 56 22:00 32 15 47 10:15 28 20 48 22:15 27 16 43 10:30 33 23 56 22:30 39 17 56 10:45 31 122 18 87 49 209 22:45 23 121 10 58 33 179 11:00 41 22 63 23:00 19 11 30 11:15 48 21 69 23:15 13 9 22 11:30 43 31 74 23:30 18 5 23 11:45 36 168 33 107 69 275 23:45 12 62 7 32 19 94 TOTALS 1031 811 1842 TOTALS 3617 1062 4679 SPLIT % 56.0% 44.0% 28.2% SPLIT % 77.3% 22.7% 71.8% DAILY TOTALS NB SB EB WB Total 4,648 1,873 0 0 6,52�' AM Peak Hour AM Pk Volume Pk Hr Factor 11:45 213 0.795 07:00 168 0.792 11:45 332 0.790 PM Peak Hour PM Pk Volume Pk Hr Factor 17:00 677 0.910 12:15 123 0.809 17:00 787 0.911 7-9Volume 304 318 622 4-6Volume 1254 206 1460 7- 9 Peak Hour 07:45 07:00 07:45 4- 6 Peak Hour 17:00 17:00 17:00 7- 9 Pk Volume 158 168 325 4- 6 Pk Volume 677 110 787 Pk Hr Factor 0.940 0.792 0.913 Pk Hr Factor 0.910 0.917 0.911 Prepared by National Data & Surveying Services VOLUME NW 2nd Ave N/O NW 64th St Day: Tuesday Date: 2/4/2020 Cit Project NOTICE Ibis submittal needs to be' scheduled for a puboc hearing In accordance wM1h Id matinee set forth in the City of Miami Code. The appLIca o decision -making body NOR reNewthe intormadon at the pubc hearing to render a recommended on or a final decision. AM Period 00:00 00:15 00:30 00:45 DAILY TOTALS NB SB EB 30 21 24 9 15 8 16 85 11 49 NB 5,067 WB s6 3,897 TOTAL 51 33 23 27 134 EB 0 PM Period NB WB 0 SB APZ-21-10809 .� 08/20/21 EB RE, W Op" 115 101 122 448 12:00 12:15 12:30 12:45 58 76 53 63 250 52 39 48 59 198 01:00 14 8 22 13:00 55 46 101 01:15 17 7 24 13:15 75 48 123 01:30 13 6 19 13:30 53 60 113 01:45 4 48 9 30 13 78 13:45 55 238 71 225 126 463 02:00 13 10 23 14:00 69 61 130 02:15 6 5 11 14:15 59 49 108 02:30 7 4 11 14:30 89 61 150 02:45 4 30 6 25 10 55 14:45 72 289 67 238 139 527 03:00 8 5 13 15:00 82 61 143 03:15 6 4 10 15:15 120 61 181 03:30 5 3 8 15:30 120 53 173 03:45 7 26 4 16 11 42 15:45 130 452 68 243 198 695 04:00 1 3 4 16:00 128 49 177 04:15 4 8 12 16:15 133 55 188 04:30 6 13 19 16:30 134 65 199 04:45 6 17 10 34 16 51 16:45 107 502 72 241 179 743 05:00 13 16 29 17:00 150 524 50 242 200 05:15 8 15 23 17:15 144 535 51 238 195 05:30 11 19 30 17:30 137 538 64 237 201 05:45 12 44 15 65 27 109 17:45 124 555 72 237 196 792 06:00 16 20 36 18:00 136 63 199 06:15 22 35 57 18:15 141 64 205 06:30 25 32 57 18:30 116 61 177 06:45 25 88 51 138 76 226 18:45 102 495 58 246 160 741 07:00 47 65 112 19:00 97 48 145 07:15 45 78 123 19:15 84 41 125 07:30 59 78 137 19:30 75 49 124 07:45 63 214 87 308 150 522 19:45 58 314 44 182 102 496 08:00 56 223 98 341 154 20:00 70 42 112 08:15 58 236 85 348 143 20:15 53 36 89 08:30 47 224 83 353 130 20:30 35 34 69 08:45 44 205 84 350 128 555 20:45 44 202 26 138 70 340 09:00 36 58 94 21:00 48 38 86 09:15 48 60 108 21:15 41 41 82 09:30 32 62 94 21:30 37 19 56 09:45 47 163 46 226 93 389 21:45 35 161 29 127 64 288 10:00 41 39 80 22:00 37 18 55 10:15 54 53 107 22:15 43 29 72 10:30 58 52 110 22:30 33 34 67 10:45 64 217 55 199 119 416 22:45 29 142 14 95 43 237 11:00 52 52 104 23:00 22 15 37 11:15 72 59 131 23:15 24 18 42 11:30 54 56 110 23:30 26 11 37 11:45 55 233 58 225 113 458 23:45 25 97 18 62 43 159 TOTALS 1370 1665 3035 TOTALS 3697 2232 5929 SPLIT % 45.1% 54.9% 33.9% SPLIT % 62.4% 37.6% 66.1% DAILY TOTALS NB SB w6; Total 5,067 3,897 0 8,964 AM Peak Hour AM Pk Volume Pk Hr Factor 10:30 246 0.854 07:45 353 0.901 07:30 584 0.948 PM Peak Hour PM Pk Volume Pk Hr Factor 17:00 555 0.925 17:30 263 0.913 17:30 801 0.977 7-9 Volume 419 658 1077 4-6 Volume 1057 478 1535 7- 9 Peak Hour 07:30 07:45 07:30 4- 6 Peak Hour 17:00 16:15 17:00 7 - 9 Pk Volume 236 353 584 4 - 6 Pk Volume 555 242 792 Pk Hr Factor 0.937 0.901 0.948 Pk Hr Factor 0.925 0.840 0.985 Prepared by National Data & Surveying Services VOLUME NW 2nd Ave S/0 NW 59th St Day: Tuesday Date: 2/4/2020 Cit Project NOTICE Ibis submittal needs to be' scheduled for a puboc hearing In accordance wM1h b matinee set forth in the City of Miami Code. The appLIca o decision -making body NOR reNewthe intormadon at the pubc hearing to render a recommended on or a final decision. AM Period 00:00 00:15 00:30 00:45 DAILY TOTALS NB SB EB 30 29 34 17 16 20 13 93 22 88 NB 5,473 WB s6 5,078 TOTAL 59 51 36 35 181 EB 0 PM Period NB WB 0 SB APZ-21-10809 .� 08/20/21 EB REVEEW Opp 153 134 156 586 12:00 12:15 12:30 12:45 75 73 68 78 294 68 80 66 78 292 01:00 18 14 32 13:00 87 60 147 01:15 16 21 37 13:15 71 77 148 01:30 10 11 21 13:30 71 64 135 01:45 6 50 18 64 24 114 13:45 68 297 78 279 146 576 02:00 12 10 22 14:00 58 88 146 02:15 12 10 22 14:15 82 68 150 02:30 4 4 8 14:30 82 79 161 02:45 2 30 8 32 10 62 14:45 81 303 86 321 167 624 03:00 10 10 20 15:00 97 94 191 03:15 5 5 10 15:15 105 82 187 03:30 5 5 10 15:30 119 87 206 03:45 9 29 5 25 14 54 15:45 122 443 92 355 214 798 04:00 5 9 14 16:00 140 92 232 04:15 1 10 11 16:15 140 76 216 04:30 7 13 20 16:30 130 80 210 04:45 3 16 10 42 13 58 16:45 128 538 74 322 202 860 05:00 6 18 24 17:00 149 547 76 306 225 05:15 7 26 33 17:15 121 528 76 306 197 05:30 16 19 35 17:30 139 537 82 308 221 05:45 17 46 22 85 39 131 17:45 143 552 85 319 228 871 06:00 17 27 44 18:00 145 93 238 06:15 24 34 58 18:15 134 90 224 06:30 30 33 63 18:30 112 81 193 06:45 43 114 49 143 92 257 18:45 90 481 75 339 165 820 07:00 60 54 114 19:00 85 76 161 07:15 36 51 87 19:15 83 66 149 07:30 75 74 149 19:30 79 58 137 07:45 63 234 89 268 152 502 19:45 84 331 57 257 141 588 08:00 59 233 74 288 133 20:00 70 69 139 08:15 69 266 84 321 153 20:15 61 56 117 08:30 55 246 78 325 133 20:30 49 44 93 08:45 64 247 80 316 144 563 20:45 53 233 36 205 89 438 09:00 62 73 135 21:00 48 55 103 09:15 57 80 137 21:15 53 50 103 09:30 59 66 125 21:30 44 34 78 09:45 40 218 61 280 101 498 21:45 42 187 70 209 112 396 10:00 41 57 98 22:00 44 44 88 10:15 57 84 141 22:15 45 51 96 10:30 48 69 117 22:30 43 43 86 10:45 61 207 52 262 113 469 22:45 29 161 35 173 64 334 11:00 61 61 122 23:00 36 39 75 11:15 56 73 129 23:15 34 44 78 11:30 67 73 140 23:30 29 13 42 11:45 59 243 72 279 131 522 23:45 27 126 27 123 54 249 TOTALS 1527 1884 3411 TOTALS 3946 3194 7140 SPLIT % 44.8% 55.2% 32.3% SPLIT % 55.3% 44.7% 67.7% DAILY TOTALS NB SB WB Total 5,473 5,078 0 10,551 AM Peak Hour AM Pk Volume 11:45 275 07:45 325 07:30 587 PM Peak Hour PM Pk Volume 17:30 561 15:00 355 17:30 911 Pk Hr Factor 0.917 0.913 0.959 Pk Hr Factor 0.967 0.944 0.957 7-9 Volume 481 584 1065 4-6 Volume 1090 641 1731 7 - 9 Peak Hour 07:30 07:45 07:30 4 - 6 Peak Hour 17:00 16:00 17:00 7 - 9 Pk Volume 266 325 587 4 - 6 Pk Volume 552 322 871 Pk Hr Factor 0.887 0.913 0.959 Pk Hr Factor 0.926 0.875 0.955 Prepared by National Data & Surveying Services VOLUME NW 2nd Ave N/O NW 46th St Day: Thursday Date: 2/6/2020 Cit Project NOTICE Ibis submittal needs to be scheduled for a puboc hearing In accordance wM1h timelines set forth in the City of Miami Code. The applica de decision -making bodywlll reAcwthe information at the pubdc hearing to render a recommendation or a anal decision. AM Period 00:00 00:15 00:30 00:45 DAILY TOTALS NB SB EB 24 24 22 16 32 25 24 102 11 76 NB 4,110 WB s6 III 3,964 TOTAL 48 38 57 35 178 EB 0 PM Period NB WB 0 SB J, PZ-21-10809 A. 08/20/21 EB RE, W OpV. 98 112 108 430 12:00 12:15 12:30 12:45 62 52 63 57 234 50 46 49 51 196 01:00 20 22 42 13:00 54 45 99 01:15 13 4 17 13:15 57 60 117 01:30 20 10 30 13:30 37 64 101 01:45 17 70 6 42 23 112 13:45 45 193 55 224 100 417 02:00 12 8 20 14:00 47 50 97 02:15 6 10 16 14:15 53 36 89 02:30 13 7 20 14:30 44 56 100 02:45 6 37 3 28 9 65 14:45 72 216 41 183 113 399 03:00 12 1 13 15:00 72 46 118 03:15 8 4 12 15:15 68 50 118 03:30 4 5 9 15:30 97 43 140 03:45 6 30 7 17 13 47 15:45 80 317 55 194 135 511 04:00 5 6 11 16:00 84 57 141 04:15 4 6 10 16:15 98 54 152 04:30 4 9 13 16:30 85 61 146 04:45 3 16 8 29 11 45 16:45 89 356 48 220 137 576 05:00 6 9 15 17:00 107 379 61 224 168 05:15 5 14 19 17:15 107 388 59 229 166 05:30 5 18 23 17:30 106 409 60 228 166 05:45 11 27 27 68 38 95 17:45 97 417 51 231 148 648 06:00 21 15 36 18:00 88 52 140 06:15 11 23 34 18:15 98 62 160 06:30 24 41 65 18:30 79 54 133 06:45 21 77 44 123 65 200 18:45 66 331 46 214 112 545 07:00 30 46 76 19:00 69 53 122 07:15 37 49 86 19:15 55 57 112 07:30 32 60 92 19:30 43 47 90 07:45 43 142 72 227 115 369 19:45 44 211 53 210 97 421 08:00 59 171 63 244 122 20:00 47 42 89 08:15 51 185 77 272 128 20:15 58 43 101 08:30 39 192 86 298 125 20:30 33 37 70 08:45 44 193 116 342 160 535 20:45 51 189 31 153 82 342 09:00 37 110 147 21:00 39 32 71 09:15 37 96 133 21:15 40 50 90 09:30 44 85 129 21:30 38 48 86 09:45 46 164 67 358 113 522 21:45 31 148 42 172 73 320 10:00 42 77 119 22:00 39 30 69 10:15 35 54 89 22:15 34 33 67 10:30 48 50 98 22:30 32 32 64 10:45 41 166 42 223 83 389 22:45 31 136 27 122 58 258 11:00 51 41 92 23:00 36 28 64 11:15 41 51 92 23:15 39 36 75 11:30 48 39 87 23:30 38 35 73 11:45 54 194 54 185 108 379 23:45 31 144 28 127 59 271 TOTALS 1218 1718 2936 TOTALS 2892 2246 5138 SPLIT % 41.5% 58.5% 36.4% SPLIT % 56.3% 43.7% 63.6% DAILY TOTALS NB WB Total 4,110 0 8,074 AM Peak Hour AM Pk Volume 11:45 231 08:30 408 08:45 569 PM Peak Hour PM Pk Volume 17:00 417 17:00 231 17:00 648 Pk Hr Factor 0.917 0.879 0.889 Pk Hr Factor 0.974 0.947 0.964 7-9 Volume 335 569 904 4-6 Volume 773 451 1224 7 - 9 Peak Hour 08:00 08:00 08:00 4 - 6 Peak Hour 17:00 17:00 17:00 7 - 9 Pk Volume 193 342 535 4 - 6 Pk Volume 417 231 648 Pk Hr Factor 0.818 0.737 0.836 Pk Hr Factor 0.974 0.947 0.964 Prepared by National Data & Surveying Services VOLUME NW 2nd Ave S/O NW 46th St Day: Thursday Date: 2/6/2020 Cit Project NOTICE Ibis submittal needs to be scheduled for a puboc hearing In accordance wM1h timelines set forth in the City of Miami Code. The applica de decision -making bodywlll re Acwthe information at the pubdc hearing to render a recommendation or a anal decision. AM Period 00:00 00:15 00:30 00:45 DAILY TOTALS NB SB EB 25 27 29 21 36 29 24 114 12 89 NB 4,490 WB s6 4,653 TOTAL 52 50 65 36 203 EB 0 PM Period NB WB 0 SB J, PZ-21-10809 14. 08/20/21 EB RE, W OpV. 106 130 114 480 12:00 12:15 12:30 12:45 71 54 72 62 259 59 52 58 52 221 01:00 18 26 44 13:00 56 49 105 01:15 15 8 23 13:15 59 67 126 01:30 18 11 29 13:30 45 78 123 01:45 19 70 13 58 32 128 13:45 47 207 70 264 117 471 02:00 11 9 20 14:00 56 63 119 02:15 6 9 15 14:15 66 48 114 02:30 17 9 26 14:30 56 64 120 02:45 9 43 3 30 12 73 14:45 74 252 57 232 131 484 03:00 16 2 18 15:00 81 62 143 03:15 11 2 13 15:15 83 65 148 03:30 5 4 9 15:30 91 45 136 03:45 8 40 6 14 14 54 15:45 85 340 61 233 146 573 04:00 7 7 14 16:00 96 71 167 04:15 4 7 11 16:15 106 56 162 04:30 4 9 13 16:30 92 65 157 04:45 4 19 7 30 11 49 16:45 91 385 58 250 149 635 05:00 5 10 15 17:00 114 403 58 237 172 05:15 8 15 23 17:15 117 414 76 257 193 05:30 9 22 31 17:30 113 435 64 256 177 05:45 11 33 28 75 39 108 17:45 98 442 53 251 151 693 06:00 23 16 39 18:00 85 47 132 06:15 13 31 44 18:15 111 70 181 06:30 28 50 78 18:30 88 63 151 06:45 28 92 52 149 80 241 18:45 65 349 40 220 105 569 07:00 36 58 94 19:00 73 56 129 07:15 39 74 113 19:15 52 61 113 07:30 36 100 136 19:30 50 50 100 07:45 43 154 102 334 145 488 19:45 58 233 57 224 115 457 08:00 78 196 86 362 164 20:00 46 58 104 08:15 67 224 90 378 157 20:15 70 40 110 08:30 43 231 108 386 151 20:30 44 37 81 08:45 48 236 139 423 187 659 20:45 48 208 40 175 88 383 09:00 42 129 171 21:00 38 37 75 09:15 37 114 151 21:15 40 55 95 09:30 51 107 158 21:30 33 64 97 09:45 43 173 88 438 131 611 21:45 32 143 44 200 76 343 10:00 50 83 133 22:00 37 30 67 10:15 43 75 118 22:15 45 36 81 10:30 52 60 112 22:30 26 35 61 10:45 46 191 51 269 97 460 22:45 36 144 24 125 60 269 11:00 57 50 107 23:00 38 35 73 11:15 48 60 108 23:15 41 39 80 11:30 50 44 94 23:30 35 37 72 11:45 62 217 55 209 117 426 23:45 32 146 29 140 61 286 TOTALS 1382 2118 3500 TOTALS 3108 2535 5643 SPLIT % 39.5% 60.5% 38.3% SPLIT % 55.1% 44.9% 61.7% DAILY TOTALS NB SB WB Total 4,490 4,653 0 9,143 AM Peak Hour AM Pk Volume 11:45 259 08:30 490 08:45 667 PM Peak Hour PM Pk Volume 17:00 442 13:15 278 17:00 693 Pk Hr Factor 0.899 0.881 0.892 Pk Hr Factor 0.944 0.891 0.898 7-9 Volume 390 757 1147 4-6 Volume 827 501 1328 7 - 9 Peak Hour 08:00 08:00 08:00 4 - 6 Peak Hour 17:00 16:30 17:00 7 - 9 Pk Volume 236 423 659 4 - 6 Pk Volume 442 257 693 Pk Hr Factor 0.756 0.761 0.881 Pk Hr Factor 0.944 0.845 0.898 Prepared by National Data & Surveying Services VOLUME N Miami Ave N/O NE 75th St Day: Thursday Date: 2/6/2020 Cit Project NOTICE Ibis submittal needs to be'scheduled fora puboc hearing In acoortlxncewhh b matinee set forth in the City of Miami Code. The appLIca o decision -making body will resiewthe information at the pubkc hearing to render a recommended on or a final decla on. AM Period 00:00 00:15 00:30 00:45 DAILY TOTALS NB SB EB 24 52 27 49 20 40 15 86 29 170 NB 10,824 WB s6 * 10,965 TOTAL 76 76 60 44 256 III 0 PM Period NB WB 0 SB J,� PZ-21-10809 Ix. 08/20/21 'cIQEVj EB COth4 212 234 262 924 12:00 12:15 12:30 12:45 106 111 124 122 463 110 101 110 140 EW 461 01:00 23 28 51 13:00 100 165 265 01:15 16 33 49 13:15 104 182 286 01:30 15 20 35 13:30 123 154 277 01:45 11 65 19 100 30 165 13:45 127 454 146 647 273 1101 02:00 10 17 27 14:00 120 152 272 02:15 9 14 23 14:15 133 186 319 02:30 12 19 31 14:30 144 193 337 02:45 7 38 9 59 16 97 14:45 138 535 199 730 337 1265 03:00 9 9 18 15:00 111 214 325 03:15 13 9 22 15:15 124 250 374 03:30 11 22 33 15:30 106 265 371 03:45 9 42 15 55 24 97 15:45 118 459 342 1071 460 1530 04:00 11 8 19 16:00 156 296 452 04:15 14 9 23 16:15 125 309 434 04:30 18 19 37 16:30 116 253 369 04:45 21 64 16 52 37 116 16:45 148 545 285 1143 433 1688 05:00 28 15 43 17:00 108 497 250 1097 358 05:15 34 15 49 17:15 128 500 236 1024 364 05:30 56 18 74 17:30 121 505 249 1020 370 05:45 61 179 31 79 92 258 17:45 111 468 226 961 337 1429 06:00 66 24 90 18:00 134 227 361 06:15 70 33 103 18:15 116 249 365 06:30 152 45 197 18:30 105 252 357 06:45 175 463 50 152 225 615 18:45 124 479 231 959 355 1438 07:00 245 64 309 19:00 103 207 310 07:15 331 109 440 19:15 97 228 325 07:30 359 106 465 19:30 90 186 276 07:45 348 1283 125 404 473 1687 19:45 93 383 157 778 250 1161 08:00 396 1434 127 467 523 20:00 71 115 186 08:15 365 1468 143 501 508 20:15 79 108 187 08:30 375 1484 116 511 491 20:30 53 109 162 08:45 361 1497 107 493 468 1990 20:45 63 266 86 418 149 684 09:00 334 100 434 21:00 75 116 191 09:15 365 110 475 21:15 58 100 158 09:30 300 88 388 21:30 62 82 144 09:45 280 1279 87 385 367 1664 21:45 65 260 86 384 151 644 10:00 203 107 310 22:00 47 77 124 10:15 159 112 271 22:15 59 86 145 10:30 174 109 283 22:30 56 74 130 10:45 125 661 113 441 238 1102 22:45 63 225 65 302 128 527 11:00 109 111 220 23:00 55 55 110 11:15 123 130 253 23:15 38 61 99 11:30 109 98 207 23:30 45 68 113 11:45 107 448 129 468 236 916 23:45 44 182 69 253 113 435 TOTALS 6105 2858 8963 TOTALS 4719 8107 12826 SPLIT % 68.1% 31.9% 41.1% SPLIT % 36.8% 63.2% 58.9% DAILY TOTALS NB SB WB Total 10,824 10,965 0 21,789 AM Peak Hour AM Pk Volume Pk Hr Factor 08:00 1497 0.945 07:45 511 0.893 07:45 1995 0.954 PM Peak Hour PM Pk Volume Pk Hr Factor 16:00 545 0.873 15:30 1212 0.886 15:30 1717 0.933 7-9 Volume 2780 897 3677 4-6 Volume 1013 2104 3117 7 - 9 Peak Hour 08:00 07:45 07:45 4 - 6 Peak Hour 16:00 16:00 16:00 7- 9 Pk Volume 1497 511 1995 4- 6 Pk Volume 545 1143 1688 Pk Hr Factor 0.945 0.893 0.954 Pk Hr Factor 0.873 0.925 0.934 Prepared by National Data & Surveying Services VOLUME N Miami Ave N/O NW 64th St Day: Thursday Date: 2/13/2020 Cit Project NOTICE Ibis submittal needs to be'scheduled fora puboc hearing In acoordxncewhh b matinee set forth in the City of Miami Code. The appLIca o decision -making body will resiewthe information at the pubdc hearing to render a recommended on or a final decla on. AM Period 00:00 00:15 00:30 00:45 DAILY TOTALS NB SB EB 57 25 62 23 44 22 41 204 21 91 NB IIISB 12,552 WB ill * 10,5900 TOTAL 82 85 66 62 295 EB PM Period NB WB 0 SB J,A PZ-21-10809 14008/20/21 4C"40 EB EVl 0doe 205 253 229 894 12:00 12:15 12:30 12:45 105 114 141 111 471 102 91 112 118 EW 423 01:00 26 16 42 13:00 144 102 246 01:15 25 21 46 13:15 118 120 238 01:30 26 19 45 13:30 114 111 225 01:45 25 102 16 72 41 174 13:45 136 512 107 440 243 952 02:00 17 15 32 14:00 129 124 253 02:15 23 8 31 14:15 233 151 384 02:30 12 4 16 14:30 252 159 411 02:45 15 67 2 29 17 96 14:45 375 989 140 574 515 1563 03:00 13 5 18 15:00 319 148 467 03:15 8 8 16 15:15 357 127 484 03:30 12 9 21 15:30 389 106 495 03:45 9 42 8 30 17 72 15:45 401 1466 118 499 519 1965 04:00 10 15 25 16:00 347 112 459 04:15 13 13 26 16:15 381 129 510 04:30 17 25 42 16:30 340 114 454 04:45 13 53 26 79 39 132 16:45 329 1397 101 456 430 1853 05:00 20 28 48 17:00 366 1416 112 456 478 05:15 19 25 44 17:15 344 1379 122 449 466 05:30 22 36 58 17:30 379 1418 117 452 496 05:45 27 88 46 135 73 223 17:45 362 1451 102 453 464 1904 06:00 32 43 75 18:00 333 121 454 06:15 16 79 95 18:15 301 102 403 06:30 33 123 156 18:30 297 108 405 06:45 54 135 160 405 214 540 18:45 318 1249 105 436 423 1685 07:00 63 243 306 19:00 279 124 403 07:15 83 266 349 19:15 218 82 300 07:30 94 403 497 19:30 190 96 286 07:45 109 349 373 1285 482 1634 19:45 158 845 81 383 239 1228 08:00 143 429 395 1437 538 20:00 136 79 215 08:15 113 459 346 1517 459 20:15 118 73 191 08:30 118 483 393 1507 511 20:30 81 62 143 08:45 99 473 373 1507 472 1980 20:45 94 429 71 285 165 714 09:00 77 240 317 21:00 87 65 152 09:15 97 345 442 21:15 99 57 156 09:30 87 310 397 21:30 132 70 202 09:45 91 352 269 1164 360 1516 21:45 114 432 69 261 183 693 10:00 100 317 417 22:00 120 63 183 10:15 88 124 212 22:15 99 63 162 10:30 90 134 224 22:30 88 76 164 10:45 85 363 112 687 197 1050 22:45 75 382 69 271 144 653 11:00 105 134 239 23:00 79 49 128 11:15 91 107 198 23:15 84 47 131 11:30 83 124 207 23:30 90 38 128 11:45 104 383 98 463 202 846 23:45 65 318 28 162 93 480 TOTALS 2611 5947 8558 TOTALS 9941 4643 14584 SPLIT % 30.5% 69.5% 37.0% SPLIT % 68.2% 31.8% 63.0% DAILY TOTALS NB SB WB Total 12,552. 10,590 0 23,142 AM Peak Hour AM Pk Volume Pk Hr Factor 07:45 483 0.844 07:30 1517 0.941 07:45 1990 0.925 PM Peak Hour PM Pk Volume Pk Hr Factor 15:30 1518 0.946 14:15 598 0.940 15:30 1983 0.955 7-9Volume 822 2792 3614 4-6Volume 2848 909 3757 7- 9 Peak Hour 07:45 07:30 07:45 4- 6 Peak Hour 17:00 16:00 17:00 7 - 9 Pk Volume 483 1517 1990 4 - 6 Pk Volume 1451 456 1904 Pk Hr Factor 0.844 0.941 0.925 Pk Hr Factor 0.957 0.884 0.960 Prepared by National Data & Surveying Services VOLUME N Miami Ave S/0 NE 59th St Day: Thursday Date: 2/13/2020 Cit Project NOTICE Ibis submittal needs to be scheduled for a puboc hearing In accordance wM1h timelines set forth in the City of Miami Code. The applica de decision -making bodywlll re Acwthe information at the pubdc hearing to render a recommendation or a anal decision. AM Period 00:00 00:15 00:30 00:45 DAILY TOTALS NB SB EB 51 32 57 38 53 36 41 202 28 134 NB 11,375 WB SB 10,658 TOTAL 83 95 89 69 336 EB 0 PM Period NB WB 0 SB J, PZ-21-10809 // �.I 08/20/21 P EB REVj Oafs 206 216 197 820 12:00 12:15 12:30 12:45 93 114 125 78 410 108 92 91 119 EW 410 01:00 22 33 55 13:00 133 116 249 01:15 26 30 56 13:15 86 103 189 01:30 26 28 54 13:30 98 120 218 01:45 23 97 19 110 42 207 13:45 103 420 101 440 204 860 02:00 16 19 35 14:00 113 139 252 02:15 22 10 32 14:15 179 110 289 02:30 12 8 20 14:30 266 143 409 02:45 16 66 5 42 21 108 14:45 309 867 132 524 441 1391 03:00 11 10 21 15:00 280 148 428 03:15 11 18 29 15:15 327 143 470 03:30 15 13 28 15:30 340 119 459 03:45 8 45 10 51 18 96 15:45 332 1279 136 546 468 1825 04:00 11 19 30 16:00 356 92 448 04:15 10 15 25 16:15 348 126 474 04:30 18 18 36 16:30 304 96 400 04:45 10 49 25 77 35 126 16:45 295 1303 116 430 411 1733 05:00 24 25 49 17:00 340 1287 99 437 439 05:15 14 32 46 17:15 352 1291 126 437 478 05:30 22 38 60 17:30 323 1310 98 439 421 05:45 20 80 56 151 76 231 17:45 331 1346 94 417 425 1763 06:00 22 65 87 18:00 306 112 418 06:15 18 80 98 18:15 255 110 365 06:30 32 139 171 18:30 227 89 316 06:45 54 126 154 438 208 564 18:45 238 1026 95 406 333 1432 07:00 57 204 261 19:00 226 131 357 07:15 83 263 346 19:15 179 75 254 07:30 97 337 434 19:30 168 86 254 07:45 133 370 381 1185 514 1555 19:45 133 706 79 371 212 1077 08:00 141 454 340 1321 481 20:00 134 91 225 08:15 95 466 331 1389 426 20:15 107 74 181 08:30 108 477 355 1407 463 20:30 82 66 148 08:45 83 427 407 1433 490 1860 20:45 99 422 62 293 161 715 09:00 70 250 320 21:00 79 66 145 09:15 85 360 445 21:15 107 88 195 09:30 68 273 341 21:30 140 75 215 09:45 76 299 315 1198 391 1497 21:45 102 428 82 311 184 739 10:00 80 261 341 22:00 124 78 202 10:15 79 175 254 22:15 96 78 174 10:30 79 130 209 22:30 96 88 184 10:45 84 322 126 692 210 1014 22:45 76 392 85 329 161 721 11:00 98 137 235 23:00 92 67 159 11:15 81 107 188 23:15 74 63 137 11:30 79 119 198 23:30 94 40 134 11:45 104 362 101 464 205 826 23:45 71 331 36 206 107 537 TOTALS 2445 5975 8420 TOTALS 8930 4683 13613 SPLIT % 29.0% 71.0% 38.2% SPLIT % 65.6% 34.4% 61.8% DAILY TOTALS NB SB WB Total 11,375 10,658 0 22,033 AM Peak Hour AM Pk Volume Pk Hr Factor 07:45 477 0.846 08:00 1433 0.880 07:45 1884 0.916 PM Peak Hour PM Pk Volume Pk Hr Factor 15:30 1376 0.966 14:30 566 0.956 15:30 1849 0.975 7-9Volume 797 2618 3415 4-6Volume 2649 847 3496 7- 9 Peak Hour 07:45 08:00 07:45 4- 6 Peak Hour 17:00 16:45 17:00 7 - 9 Pk Volume 477 1433 1884 4 - 6 Pk Volume 1346 439 1763 Pk Hr Factor 0.846 0.880 0.916 Pk Hr Factor 0.956 0.871 0.922 Prepared by National Data & Surveying Services VOLUME N Miami Ave N/O NE 46th St Day: Thursday Date: 2/6/2020 Cit Project NOTICE Ibis submittal needs to be scheduled for a puboc hearing In accordance wM1h timelines set forth in the City of Miami Code. The applica de decision -making bodywlll re Acwthe information at the pubdc hearing to render a recommendation or a anal decision. AM Period 00:00 00:15 00:30 00:45 DAILY TOTALS NB SB EB 56 29 42 25 33 18 29 160 26 98 NB 8,660 WB s6 8,571 TOTAL 85 67 51 55 258 EB 0 PM Period NB WB 0 SB J, PZ-21-10809 .� 08/20/21 EB REVEEW CO' 177 177 187 710 12:00 12:15 12:30 12:45 76 81 85 103 345 93 96 92 84 365 01:00 28 17 45 13:00 93 76 169 01:15 23 15 38 13:15 112 76 188 01:30 21 10 31 13:30 97 79 176 01:45 16 88 23 65 39 153 13:45 95 397 108 339 203 736 02:00 10 10 20 14:00 119 83 202 02:15 15 8 23 14:15 139 108 247 02:30 19 12 31 14:30 96 111 207 02:45 13 57 12 42 25 99 14:45 124 478 106 408 230 886 03:00 15 9 24 15:00 155 90 245 03:15 11 6 17 15:15 177 99 276 03:30 11 5 16 15:30 183 89 272 03:45 7 44 11 31 18 75 15:45 187 702 100 378 287 1080 04:00 9 7 16 16:00 198 117 315 04:15 6 11 17 16:15 225 98 323 04:30 12 20 32 16:30 248 96 344 04:45 18 45 23 61 41 106 16:45 241 912 107 418 348 1330 05:00 11 17 28 17:00 266 980 98 399 364 05:15 14 23 37 17:15 270 1025 96 397 366 05:30 19 44 63 17:30 253 1030 84 385 337 05:45 21 65 42 126 63 191 17:45 247 1036 101 379 348 1415 06:00 20 48 68 18:00 240 71 311 06:15 32 85 117 18:15 220 82 302 06:30 30 121 151 18:30 189 83 272 06:45 34 116 127 381 161 497 18:45 159 808 55 291 214 1099 07:00 56 137 193 19:00 153 57 210 07:15 54 234 288 19:15 135 63 198 07:30 76 265 341 19:30 119 48 167 07:45 97 283 272 908 369 1191 19:45 109 516 68 236 177 752 08:00 129 356 311 1082 440 20:00 106 67 173 08:15 92 394 305 1153 397 20:15 89 55 144 08:30 81 399 309 1197 390 20:30 90 52 142 08:45 92 394 286 1211 378 1605 20:45 85 370 39 213 124 583 09:00 77 249 326 21:00 95 78 173 09:15 76 355 431 21:15 82 70 152 09:30 84 298 382 21:30 100 63 163 09:45 83 320 198 1100 281 1420 21:45 84 361 61 272 145 633 10:00 84 172 256 22:00 75 50 125 10:15 69 134 203 22:15 60 48 108 10:30 70 130 200 22:30 73 50 123 10:45 76 299 97 533 173 832 22:45 68 276 55 203 123 479 11:00 90 97 187 23:00 61 40 101 11:15 81 78 159 23:15 65 47 112 11:30 82 95 177 23:30 75 45 120 11:45 79 332 77 347 156 679 23:45 55 256 34 166 89 422 TOTALS 2203 4903 7106 TOTALS 6457 3668 10125 SPLIT % 31.0% 69.0% 41.2% SPLIT % 63.8% 36.2% 58.8% DAILY TOTALS NB SB WB Total 8,660 8,571 0 17,231 AM Peak Hour AM Pk Volume 07:45 399 08:00 1211 08:00 1605 PM Peak Hour PM Pk Volume 17:00 1036 16:00 418 16:30 1422 Pk Hr Factor 0.773 0.973 0.912 Pk Hr Factor 0.959 0.893 0.971 7-9 Volume 677 2119 2796 4-6 Volume 1948 797 2745 7 - 9 Peak Hour 07:45 08:00 08:00 4 - 6 Peak Hour 17:00 16:00 16:30 7 - 9 Pk Volume 399 1211 1605 4 - 6 Pk Volume 1036 418 1422 Pk Hr Factor 0.773 0.973 0.912 Pk Hr Factor 0.959 0.893 0.971 Prepared by National Data & Surveying Services VOLUME N Miami Ave S/O NE 46th St Day: Thursday Date: 2/6/2020 Cit Project NOTICE Ibis submittal needs to be scheduled for a puboc hearing In accordance wM1h timelines set forth in the City of Miami Code. The applica de decision -making bodywlll re Acwthe information at the pubdc hearing to render a recommendation or a anal decision. AM Period 00:00 00:15 00:30 00:45 DAILY TOTALS NB SB EB 60 28 43 25 36 18 29 168 25 96 NB 8,609 WB ill s6 8,827 TOTAL 88 68 54 54 264 EB 0 PM Period NB WB 0 SB APZ-21-10809 .� 08/20/21 EB REVEEW CO' 178 178 191 716 12:00 12:15 12:30 12:45 74 85 80 105 344 95 93 98 86 372 01:00 26 17 43 13:00 97 80 177 01:15 24 15 39 13:15 108 75 183 01:30 21 19 40 13:30 102 83 185 01:45 15 86 22 73 37 159 13:45 90 397 105 343 195 740 02:00 21 10 31 14:00 121 90 211 02:15 15 12 27 14:15 134 113 247 02:30 21 11 32 14:30 101 113 214 02:45 14 71 16 49 30 120 14:45 122 478 123 439 245 917 03:00 15 10 25 15:00 165 93 258 03:15 11 7 18 15:15 164 96 260 03:30 10 7 17 15:30 192 90 282 03:45 5 41 11 35 16 76 15:45 183 704 105 384 288 1088 04:00 8 8 16 16:00 182 112 294 04:15 7 11 18 16:15 226 106 332 04:30 12 24 36 16:30 234 89 323 04:45 19 46 23 66 42 112 16:45 241 883 108 415 349 1298 05:00 12 18 30 17:00 264 965 93 396 357 05:15 14 24 38 17:15 259 998 100 390 359 05:30 15 43 58 17:30 244 1008 86 387 330 05:45 20 61 43 128 63 189 17:45 247 1014 99 378 346 1392 06:00 22 51 73 18:00 232 76 308 06:15 34 96 130 18:15 207 78 285 06:30 31 130 161 18:30 180 91 271 06:45 34 121 130 407 164 528 18:45 167 786 59 304 226 1090 07:00 56 144 200 19:00 156 60 216 07:15 52 236 288 19:15 142 67 209 07:30 71 260 331 19:30 125 54 179 07:45 96 275 284 924 380 1199 19:45 115 538 69 250 184 788 08:00 123 342 314 1094 437 20:00 115 65 180 08:15 82 372 304 1162 386 20:15 89 55 144 08:30 81 382 320 1222 401 20:30 93 54 147 08:45 86 372 283 1221 369 1593 20:45 93 390 39 213 132 603 09:00 74 268 342 21:00 96 84 180 09:15 65 361 426 21:15 85 73 158 09:30 83 307 390 21:30 98 65 163 09:45 84 306 204 1140 288 1446 21:45 88 367 66 288 154 655 10:00 83 177 260 22:00 80 55 135 10:15 68 142 210 22:15 56 52 108 10:30 75 135 210 22:30 75 50 125 10:45 76 302 98 552 174 854 22:45 65 276 57 214 122 490 11:00 93 97 190 23:00 61 39 100 11:15 75 83 158 23:15 63 49 112 11:30 81 102 183 23:30 78 45 123 11:45 77 326 85 367 162 693 23:45 55 257 36 169 91 426 TOTALS 2175 5058 7233 TOTALS 6434 3769 10203 SPLIT % 30.1% 69.9% 41.5% SPLIT % 63.1% 36.9% 58.5% DAILY TOTALS NB SB WB Total 8,609 8,827 0 17,436 AM Peak Hour AM Pk Volume Pk Hr Factor 07:45 382 0.776 08:30 1232 0.853 07:45 1604 0.918 PM Peak Hour PM Pk Volume Pk Hr Factor 17:00 1014 0.960 14:15 442 0.898 16:45 1395 0.971 7-9Volume 647 2145 2792 4-6Volume 1897 793 2690 7- 9 Peak Hour 07:45 07:45 07:45 4- 6 Peak Hour 17:00 16:00 16:45 7 - 9 Pk Volume 382 1222 1604 4 - 6 Pk Volume 1014 415 1395 Pk Hr Factor 0.776 0.955 0.918 Pk Hr Factor 0.960 0.926 0.971 Prepared by National Data & Surveying Services VOLUME NE 2nd Ave N/O NE 75th St Day: Tuesday Date: 2/4/2020 Cit Project NOTICE Ibis submittal needs to be scheduled for a puboc hearing In accordance wM1h timelines set forth in the City of Miami Code. The applica de decision -making bodywlll re Acwthe information at the pubdc hearing to render a recommendation or a anal decision. AM Period 00:00 00:15 00:30 00:45 DAILY TOTALS NB SB EB 31 8 27 8 29 10 19 106 9 35 NB 7,105 WB s6 6,881 TOTAL 39 35 39 28 141 EB 0 PM Period NB WB 0 SB A. PZ-21-10809 94. 08/20/21 EB REVEEW CO' 193 206 180 759 12:00 12:15 12:30 12:45 97 98 104 92 391 83 95 102 88 368 01:00 17 5 22 13:00 83 97 180 01:15 14 4 18 13:15 102 91 193 01:30 14 9 23 13:30 89 97 186 01:45 10 55 8 26 18 81 13:45 99 373 95 380 194 753 02:00 12 8 20 14:00 104 95 199 02:15 6 9 15 14:15 98 91 189 02:30 10 13 23 14:30 115 88 203 02:45 4 32 2 32 6 64 14:45 138 455 104 378 242 833 03:00 6 3 9 15:00 111 105 216 03:15 1 6 7 15:15 133 112 245 03:30 4 4 8 15:30 159 115 274 03:45 9 20 13 26 22 46 15:45 184 587 108 440 292 1027 04:00 6 10 16 16:00 158 101 259 04:15 13 14 27 16:15 162 93 255 04:30 10 14 24 16:30 210 99 309 04:45 14 43 13 51 27 94 16:45 162 692 104 397 266 1089 05:00 12 17 29 17:00 180 714 91 387 271 05:15 11 14 25 17:15 187 739 85 379 272 05:30 14 34 48 17:30 219 748 98 378 317 05:45 10 47 39 104 49 151 17:45 201 787 83 357 284 1144 06:00 28 47 75 18:00 166 85 251 06:15 15 58 73 18:15 197 92 289 06:30 31 91 122 18:30 167 73 240 06:45 28 102 115 311 143 413 18:45 111 641 80 330 191 971 07:00 45 128 173 19:00 118 81 199 07:15 59 158 217 19:15 95 83 178 07:30 63 176 239 19:30 91 67 158 07:45 61 228 202 664 263 892 19:45 74 378 50 281 124 659 08:00 83 266 187 723 270 20:00 95 55 150 08:15 81 288 191 756 272 20:15 71 38 109 08:30 86 311 177 757 263 20:30 69 53 122 08:45 84 334 166 721 250 1055 20:45 66 301 37 183 103 484 09:00 68 161 229 21:00 58 44 102 09:15 84 163 247 21:15 64 41 105 09:30 83 148 231 21:30 49 36 85 09:45 54 289 127 599 181 888 21:45 41 212 41 162 82 374 10:00 75 106 181 22:00 56 45 101 10:15 83 113 196 22:15 53 38 91 10:30 70 94 164 22:30 48 51 99 10:45 91 319 100 413 191 732 22:45 37 194 30 164 67 358 11:00 70 103 173 23:00 44 27 71 11:15 91 81 172 23:15 46 26 72 11:30 85 84 169 23:30 53 24 77 11:45 95 341 95 363 190 704 23:45 35 178 19 96 54 274 TOTALS 1916 3345 5261 TOTALS 5189 3536 8725 SPLIT % 36.4% 63.6% 37.6% SPLIT % 59.5% 40.5% 62.4% DAILY TOTALS NB SB WB Total 7,105 6,881 0 13,986 AM Peak Hour AM Pk Volume Pk Hr Factor 11:45 394 0.947 07:45 757 0.937 07:45 1068 0.982 PM Peak Hour PM Pk Volume Pk Hr Factor 17:00 787 0.898 15:00 440 0.957 17:00 1144 0.902 7-9 Volume 562 1385 1947 4-6 Volume 1479 754 2233 7- 9 Peak Hour 08:00 07:45 07:45 4- 6 Peak Hour 17:00 16:00 17:00 7 - 9 Pk Volume 334 757 1068 4 - 6 Pk Volume 787 397 1144 Pk Hr Factor 0.971 0.937 0.982 Pk Hr Factor 0.898 0.954 0.902 Prepared by National Data & Surveying Services VOLUME NE 2nd Ave N/O NE 64th St Day: Tuesday Date: 2/4/2020 Cit Project NOTICE Ibis submittal needs to be scheduled for a puboc hearing In accordance wM1h timelines set forth in the City of Miami Code. The applica de decision -making bodywlll re Acwthe information at the pubdc hearing to render a recommendation or a anal decision. AM Period 00:00 00:15 00:30 00:45 DAILY TOTALS NB SB EB 46 13 29 12 37 14 23 135 10 49 NB 8,951 WB s6 7,870 TOTAL 59 41 51 33 184 EB 0 PM Period NB WB 0 SB J, PZ-21-10809 08/20/21 EB RE�j Op� 215 225 224 923 12:00 12:15 12:30 12:45 143 111 113 124 491 116 104 112 100 EW 432 01:00 21 10 31 13:00 131 115 246 01:15 15 6 21 13:15 119 111 230 01:30 17 8 25 13:30 119 116 235 01:45 15 68 10 34 25 102 13:45 122 491 120 462 242 953 02:00 17 11 28 14:00 118 117 235 02:15 10 10 20 14:15 142 102 244 02:30 14 10 24 14:30 144 112 256 02:45 5 46 2 33 7 79 14:45 162 566 111 442 273 1008 03:00 7 5 12 15:00 164 116 280 03:15 6 8 14 15:15 172 115 287 03:30 14 6 20 15:30 180 122 302 03:45 6 33 11 30 17 63 15:45 202 718 115 468 317 1186 04:00 5 8 13 16:00 198 111 309 04:15 12 10 22 16:15 205 104 309 04:30 6 9 15 16:30 240 117 357 04:45 14 37 15 42 29 79 16:45 234 877 118 450 352 1327 05:00 16 19 35 17:00 242 921 136 475 378 05:15 22 17 39 17:15 238 954 105 476 343 05:30 19 33 52 17:30 285 999 114 473 399 05:45 19 76 41 110 60 186 17:45 265 1030 102 457 367 1487 06:00 31 41 72 18:00 212 124 336 06:15 22 51 73 18:15 235 106 341 06:30 36 92 128 18:30 184 100 284 06:45 45 134 121 305 166 439 18:45 125 756 84 414 209 1170 07:00 64 134 198 19:00 134 88 222 07:15 75 165 240 19:15 104 93 197 07:30 84 207 291 19:30 98 78 176 07:45 98 321 241 747 339 1068 19:45 92 428 55 314 147 742 08:00 116 373 216 829 332 20:00 99 67 166 08:15 107 405 241 905 348 20:15 93 37 130 08:30 114 435 201 899 315 20:30 70 54 124 08:45 142 479 213 871 355 1350 20:45 68 330 41 199 109 529 09:00 110 201 311 21:00 66 45 111 09:15 134 184 318 21:15 64 60 124 09:30 103 156 259 21:30 57 52 109 09:45 90 437 139 680 229 1117 21:45 55 242 45 202 100 444 10:00 105 104 209 22:00 64 34 98 10:15 95 132 227 22:15 64 42 106 10:30 89 101 190 22:30 56 53 109 10:45 102 391 112 449 214 840 22:45 47 231 29 158 76 389 11:00 95 105 200 23:00 50 29 79 11:15 107 100 207 23:15 50 29 79 11:30 112 117 229 23:30 65 20 85 11:45 116 430 102 424 218 854 23:45 39 204 20 98 59 302 TOTALS 2587 3774 6361 TOTALS 6364 4096 10460 SPLIT % 40.7% 59.3% 37.8% SPLIT % 60.8% 39.2% 62.2% DAILY TOTALS NB SB WB Total 8,951 7,870 0 16,821 AM Peak Hour AM Pk Volume 08:30 500 07:30 905 08:00 1350 PM Peak Hour PM Pk Volume 17:00 1030 16:30 476 17:00 1487 Pk Hr Factor 0.880 0.939 0.951 Pk Hr Factor 0.904 0.875 0.932 7-9Volume 800 1618 2418 4-6Volume 1907 907 2814 7 - 9 Peak Hour 08:00 07:30 08:00 4 - 6 Peak Hour 17:00 16:30 17:00 7 - 9 Pk Volume 479 905 1350 4 - 6 Pk Volume 1030 476 1487 Pk Hr Factor 0.843 0.939 0.951 Pk Hr Factor 0.904 0.875 0.932 Prepared by National Data & Surveying Services VOLUME NE 2nd Ave S/0 NE 59th St Day: Tuesday Date: 2/4/2020 Cit Project NOTICE Ibis submittal needs to be'scheduled fora puboc hearing In acoordxncewhh b matinee set forth in the City of Miami Code. The appLIca o decision -making body will redewthe information at the pubdc hearing to render a recommended on or a final decla on. AM Period 00:00 00:15 00:30 00:45 DAILY TOTALS NB SB EB 60 23 34 20 39 17 29 162 16 76 NB 7,820 WB s6 0 8,067 TOTAL 83 54 56 45 238 IIIEB 0 PM Period NB WB 0 SB J,PZ-21-10809 08/20/21 9�'cl4EViEW EB ea04 201 208 213 828 12:00 12:15 12:30 12:45 107 114 105 106 432 99 87 103 107 396 01:00 20 17 37 13:00 114 105 219 01:15 16 8 24 13:15 106 122 228 01:30 20 16 36 13:30 109 98 207 01:45 16 72 11 52 27 124 13:45 100 429 115 440 215 869 02:00 17 11 28 14:00 104 98 202 02:15 10 13 23 14:15 108 94 202 02:30 9 15 24 14:30 116 122 238 02:45 5 41 6 45 11 86 14:45 141 469 104 418 245 887 03:00 3 6 9 15:00 141 114 255 03:15 4 7 11 15:15 107 121 228 03:30 8 10 18 15:30 167 114 281 03:45 1 16 11 34 12 50 15:45 158 573 125 474 283 1047 04:00 5 8 13 16:00 170 106 276 04:15 11 9 20 16:15 191 105 296 04:30 9 10 19 16:30 194 107 301 04:45 12 37 25 52 37 89 16:45 197 752 121 439 318 1191 05:00 11 18 29 17:00 206 788 128 461 334 05:15 15 18 33 17:15 216 813 116 472 332 05:30 10 35 45 17:30 242 861 124 489 366 05:45 11 47 44 115 55 162 17:45 222 886 117 485 339 1371 06:00 26 49 75 18:00 208 119 327 06:15 26 58 84 18:15 202 96 298 06:30 25 95 120 18:30 166 107 273 06:45 38 115 111 313 149 428 18:45 113 689 87 409 200 1098 07:00 51 139 190 19:00 126 90 216 07:15 72 167 239 19:15 103 88 191 07:30 70 217 287 19:30 92 90 182 07:45 74 267 212 735 286 1002 19:45 102 423 75 343 177 766 08:00 92 308 224 820 316 20:00 107 69 176 08:15 77 313 223 876 300 20:15 95 50 145 08:30 72 315 223 882 295 20:30 76 65 141 08:45 86 327 198 868 284 1195 20:45 70 348 44 228 114 576 09:00 73 188 261 21:00 67 60 127 09:15 94 191 285 21:15 58 72 130 09:30 94 156 250 21:30 51 57 108 09:45 58 319 131 666 189 985 21:45 58 234 57 246 115 480 10:00 78 111 189 22:00 65 47 112 10:15 76 128 204 22:15 70 56 126 10:30 71 109 180 22:30 67 65 132 10:45 85 310 123 471 208 781 22:45 55 257 45 213 100 470 11:00 86 93 179 23:00 62 36 98 11:15 96 92 188 23:15 59 45 104 11:30 79 112 191 23:30 89 40 129 11:45 94 355 101 398 195 753 23:45 50 260 30 151 80 411 TOTALS 2068 3825 5893 TOTALS 5752 4242 9994 SPLIT % 35.1% 64.9% 37.1% SPLIT % 57.6% 42.4% 62.9% DAILY TOTALS NB SB WB Total 7,820 8,067 0 15,887 AM Peak Hour 11:45 07:45 07:45 PM Peak Hour 17:15 16:45 17:00 AM Pk Volume 420 882 1197 PM Pk Volume 888 489 1371 Pk Hr Factor 0.921 0.984 0.947 Pk Hr Factor 0.917 0.955 0.936 7-9Volume 594 1603 2197 4-6Volume 1638 924 2562 7- 9 Peak Hour 08:00 07:45 07:45 4- 6 Peak Hour 17:00 16:45 17:00 7 - 9 Pk Volume 327 882 1197 4 - 6 Pk Volume 886 489 1371 Pk Hr Factor 0.889 0.984 0.947 Pk Hr Factor 0.915 0.955 0.936 Prepared by National Data & Surveying Services VOLUME NE 2nd Ave S/0 NE 51st St Day: Tuesday Date: 2/4/2020 Cit Project NOTICE Ibis submittal needs to be' scheduled for a puboc hearing In accordance wM1h b matinee set forth in the City of Miami Code. The appLIca o decision -making body NOR reWewthe intormadon at the pubc hearing to render a recommended on or a final decision. AM Period 00:00 00:15 00:30 00:45 DAILY TOTALS NB SB EB 60 19 34 16 33 12 17 144 8 55 NB 6,887 WB s6 6,848 TOTAL 79 50 45 25 199 EB 0 PM Period NB WB 0 SB J, PZ-21-10809 .� 08/20/21 EB REVE CO' 154 180 185 684 12:00 12:15 12:30 12:45 70 78 89 95 332 95 76 91 90 EW 352 01:00 19 14 33 13:00 99 100 199 01:15 20 8 28 13:15 78 102 180 01:30 14 10 24 13:30 74 87 161 01:45 12 65 7 39 19 104 13:45 77 328 107 396 184 724 02:00 12 11 23 14:00 74 106 180 02:15 5 10 15 14:15 102 101 203 02:30 7 19 26 14:30 90 109 199 02:45 10 34 9 49 19 83 14:45 95 361 101 417 196 778 03:00 4 4 8 15:00 108 113 221 03:15 3 8 11 15:15 119 108 227 03:30 5 8 13 15:30 141 114 255 03:45 5 17 10 30 15 47 15:45 146 514 101 436 247 950 04:00 3 8 11 16:00 149 112 261 04:15 5 8 13 16:15 139 82 221 04:30 4 14 18 16:30 136 93 229 04:45 14 26 13 43 27 69 16:45 176 600 107 394 283 994 05:00 9 18 27 17:00 207 658 112 394 319 05:15 3 11 14 17:15 199 718 102 414 301 05:30 9 26 35 17:30 209 791 111 432 320 05:45 12 33 39 94 51 127 17:45 211 826 106 431 317 1257 06:00 14 31 45 18:00 237 99 336 06:15 18 42 60 18:15 163 90 253 06:30 30 62 92 18:30 148 86 234 06:45 41 103 69 204 110 307 18:45 69 617 88 363 157 980 07:00 59 105 164 19:00 87 69 156 07:15 76 109 185 19:15 91 72 163 07:30 86 161 247 19:30 87 89 176 07:45 69 290 197 572 266 862 19:45 84 349 70 300 154 649 08:00 97 328 169 636 266 20:00 110 77 187 08:15 113 365 188 715 301 20:15 74 51 125 08:30 84 363 146 700 230 20:30 69 53 122 08:45 100 394 161 664 261 1058 20:45 77 330 52 233 129 563 09:00 76 167 243 21:00 74 51 125 09:15 83 137 220 21:15 42 57 99 09:30 81 122 203 21:30 49 48 97 09:45 60 300 123 549 183 849 21:45 57 222 41 197 98 419 10:00 62 89 151 22:00 56 47 103 10:15 49 103 152 22:15 60 39 99 10:30 66 79 145 22:30 67 52 119 10:45 71 248 84 355 155 603 22:45 50 233 34 172 84 405 11:00 74 87 161 23:00 61 39 100 11:15 72 95 167 23:15 55 42 97 11:30 94 86 180 23:30 53 34 87 11:45 72 312 92 360 164 672 23:45 40 209 28 143 68 352 TOTALS 1966 3014 4980 TOTALS 4921 3834 8755 SPLIT % 39.5% 60.5% 36.3% SPLIT % 56.2% 43.8% 63.7% DAILY TOTALS NB SB WB Total 6,887 6,848 0 13,735 AM Peak Hour AM Pk Volume 08:00 394 07:30 715 07:30 1080 PM Peak Hour PM Pk Volume 17:15 856 14:45 436 17:15 1274 Pk Hr Factor 0.872 0.907 0.897 Pk Hr Factor 0.903 0.956 0.948 7-9Volume 684 1236 1920 4-6Volume 1426 825 2251 7 - 9 Peak Hour 08:00 07:30 07:30 4 - 6 Peak Hour 17:00 16:45 17:00 7 - 9 Pk Volume 394 715 1080 4 - 6 Pk Volume 826 432 1257 Pk Hr Factor 0.872 0.907 0.897 Pk Hr Factor 0.979 0.964 0.982 Prepared by National Data & Surveying Services VOLUME NE 2nd Ave S/O NE 46th St Day: Thursday Date: 2/6/2020 Cit Project NOTICE Ibis submittal needs to be'scheduled fora puboc hearing In acoordxncewhh Id matinee set forth in the City of Miami Code. The appLIca o decision -making body will resiewthe information at the pubdc hearing to render a recommended on or a final decla on. AM Period 00:00 00:15 00:30 00:45 DAILY TOTALS NB SB EB 41 20 33 17 24 15 18 116 11 63 NB 5,376 WB s6 6,473 TOTAL 61 50 39 29 179 IIIEB 0 PM Period NB WB 0 SB PZ-21-10809 08/20/21 EB 162 161 187 661 12:00 12:15 12:30 12:45 70 77 71 85 303 81 85 90 102 358 01:00 14 16 30 13:00 74 71 145 01:15 13 9 22 13:15 79 89 168 01:30 14 12 26 13:30 68 90 158 01:45 10 51 7 44 17 95 13:45 71 292 75 325 146 617 02:00 7 9 16 14:00 54 83 137 02:15 5 4 9 14:15 68 76 144 02:30 10 6 16 14:30 83 100 183 02:45 7 29 5 24 12 53 14:45 72 277 101 360 173 637 03:00 8 6 14 15:00 96 82 178 03:15 11 3 14 15:15 105 92 197 03:30 4 4 8 15:30 113 91 204 03:45 4 27 8 21 12 48 15:45 106 420 94 359 200 779 04:00 7 5 12 16:00 107 99 206 04:15 6 5 11 16:15 124 79 203 04:30 3 10 13 16:30 92 81 173 04:45 5 21 14 34 19 55 16:45 120 443 89 348 209 791 05:00 7 11 18 17:00 138 474 95 344 233 05:15 9 16 25 17:15 122 472 98 363 220 05:30 7 21 28 17:30 168 548 97 379 265 05:45 11 34 36 84 47 118 17:45 113 541 82 372 195 913 06:00 10 29 39 18:00 134 84 218 06:15 14 35 49 18:15 118 94 212 06:30 21 73 94 18:30 104 102 206 06:45 29 74 69 206 98 280 18:45 92 448 76 356 168 804 07:00 39 70 109 19:00 91 71 162 07:15 37 148 185 19:15 88 71 159 07:30 65 149 214 19:30 74 72 146 07:45 63 204 207 574 270 778 19:45 73 326 79 293 152 619 08:00 49 214 153 657 202 20:00 76 53 129 08:15 48 225 157 666 205 20:15 64 50 114 08:30 57 217 156 673 213 20:30 65 47 112 08:45 69 223 173 639 242 862 20:45 48 253 59 209 107 462 09:00 55 154 209 21:00 69 68 137 09:15 50 124 174 21:15 56 63 119 09:30 40 138 178 21:30 58 41 99 09:45 56 201 136 552 192 753 21:45 52 235 56 228 108 463 10:00 57 88 145 22:00 61 46 107 10:15 56 103 159 22:15 41 46 87 10:30 38 86 124 22:30 59 49 108 10:45 57 208 60 337 117 545 22:45 48 209 47 188 95 397 11:00 58 89 147 23:00 45 46 91 11:15 56 73 129 23:15 61 37 98 11:30 58 85 143 23:30 47 43 90 11:45 68 240 96 343 164 583 23:45 48 201 30 156 78 357 TOTALS 1428 2921 4349 TOTALS 3948 3552 7500 SPLIT % 32.8% 67.2% 36.7% SPLIT % 52.6% 47.4% 63.3% DAILY TOTALS NB SB WB Total 5,376 6,473 0 11,849 AM Peak Hour AM Pk Volume Pk Hr Factor 11:45 286 0.929 07:45 673 0.813 07:30 891 0.825 PM Peak Hour PM Pk Volume Pk Hr Factor 16:45 548 0.815 16:45 379 0.967 16:45 927 0.875 7-9 Volume 427 1213 1640 4-6 Volume 984 720 1704 7- 9 Peak Hour 07:30 07:45 07:30 4- 6 Peak Hour 16:45 16:45 16:45 7 - 9 Pk Volume 225 673 891 4 - 6 Pk Volume 548 379 927 Pk Hr Factor 0.865 0.813 0.825 Pk Hr Factor 0.815 0.967 0.875 Prepared by National Data & Surveying Services VOLUME NE 4th Ct S/O NE 67th St Day: Thursday Date: 2/6/2020 Cit Project NOTICE Ibis submittal needs to be scheduled for a puboc hearing In accordance wM1h timelines set forth in the City of Miami Code. The applica de decision -making bodywlll reAcwthe information at the pubdc hearing to render a recommendation or a anal decision. AM Period 00:00 00:15 00:30 00:45 DAILY TOTALS NB SB EB 16 4 15 6 12 3 4 47 2 15 NB 4,798 WB ill s6 3,181 TOTAL 20 21 15 6 62 EB 0 PM Period NB WB 0 SB J, PZ-21-10809 08/20/21 EB RE�j Opp 90 92 90 354 12:00 12:15 12:30 12:45 48 48 53 47 196 34 42 39 43 EW 158 01:00 5 0 5 13:00 44 38 82 01:15 9 3 12 13:15 54 45 99 01:30 3 5 8 13:30 56 28 84 01:45 3 20 3 11 6 31 13:45 74 228 39 150 113 378 02:00 4 0 4 14:00 61 38 99 02:15 11 1 12 14:15 83 37 120 02:30 4 3 7 14:30 83 32 115 02:45 0 19 1 5 1 24 14:45 67 294 44 151 111 445 03:00 2 2 4 15:00 86 46 132 03:15 3 4 7 15:15 90 30 120 03:30 5 0 5 15:30 126 34 160 03:45 3 13 2 8 5 21 15:45 102 404 36 146 138 550 04:00 4 1 5 16:00 125 41 166 04:15 1 1 2 16:15 150 48 198 04:30 5 4 9 16:30 161 43 204 04:45 7 17 1 7 8 24 16:45 139 575 35 167 174 742 05:00 1 4 5 17:00 154 604 65 191 219 05:15 3 3 6 17:15 157 611 52 195 209 05:30 2 11 13 17:30 185 635 43 195 228 05:45 3 9 14 32 17 41 17:45 144 640 61 221 205 861 06:00 11 17 28 18:00 136 59 195 06:15 12 19 31 18:15 153 54 207 06:30 17 15 32 18:30 102 50 152 06:45 12 52 53 104 65 156 18:45 100 491 27 190 127 681 07:00 23 63 86 19:00 92 27 119 07:15 38 85 123 19:15 84 35 119 07:30 45 113 158 19:30 77 35 112 07:45 78 184 118 379 196 563 19:45 47 300 20 117 67 417 08:00 67 228 116 432 183 20:00 37 22 59 08:15 88 278 121 468 209 20:15 56 27 83 08:30 66 299 99 454 165 20:30 37 23 60 08:45 47 268 106 442 153 710 20:45 32 162 15 87 47 249 09:00 57 90 147 21:00 51 18 69 09:15 46 73 119 21:15 24 17 41 09:30 43 64 107 21:30 31 25 56 09:45 41 187 61 288 102 475 21:45 18 124 18 78 36 202 10:00 42 44 86 22:00 20 15 35 10:15 71 41 112 22:15 28 14 42 10:30 42 42 84 22:30 24 11 35 10:45 36 191 41 168 77 359 22:45 28 100 21 61 49 161 11:00 50 37 87 23:00 26 19 45 11:15 41 48 89 23:15 19 14 33 11:30 54 23 77 23:30 23 8 31 11:45 45 190 38 146 83 336 23:45 19 87 9 50 28 137 TOTALS 1197 1605 2802 TOTALS 3601 1576 5177 SPLIT % 42.7% 57.3% 35.1% SPLIT % 69.6% 30.4% 64.9% DAILY TOTALS NB SB EB WB Total 4,798 3,181 0 0 7,979 AM Peak Hour AM Pk Volume Pk Hr Factor 07:45 299 0.849 07:30 468 0.967 07:45 753 0.901 PM Peak Hour PM Pk Volume Pk Hr Factor 17:00 640 0.865 17:45 224 0.918 17:00 861 0.944 7-9Volume 452 821 1273 4-6Volume 1215 388 1603 7- 9 Peak Hour 07:45 07:30 07:45 4- 6 Peak Hour 17:00 17:00 17:00 7 - 9 Pk Volume 299 468 753 4 - 6 Pk Volume 640 221 861 Pk Hr Factor 0.849 0.967 0.901 Pk Hr Factor 0.865 0.850 0.944 Prepared by National Data & Surveying Services VOLUME NE 4th Ct S/O NE 59th St Day: Thursday Date: 2/13/2020 Cit Project NOTICE Ibis submittal needs to be' scheduled for a puboc hearing In accordance wM1h Id matinee set forth in the City of Miami Code. The appLIca o decision -making body NOR reWewthe intormadon at the pubc hearing to render a recommended on or a final decision. AM Period 00:00 00:15 00:30 00:45 DAILY TOTALS NB SB EB 7 12 4 16 4 11 2 17 11 50 NB 3,110 WB ill s6 4,607 TOTAL 19 20 15 13 67 EB 0 PM Period NB WB 0 SB J, PZ-21-10809 08/20/21 352 EB RE�j Op� 90 93 87 12:00 12:15 12:30 12:45 38 43 42 28 151 44 47 51 59 EW 201 01:00 1 6 7 13:00 30 54 84 01:15 2 8 10 13:15 32 54 86 01:30 3 9 12 13:30 25 66 91 01:45 1 7 6 29 7 36 13:45 38 125 45 219 83 344 02:00 2 8 10 14:00 35 53 88 02:15 3 5 8 14:15 31 51 82 02:30 3 3 6 14:30 30 71 101 02:45 3 11 3 19 6 30 14:45 38 134 83 258 121 392 03:00 0 0 0 15:00 45 151 196 03:15 1 4 5 15:15 39 167 206 03:30 3 4 7 15:30 35 155 190 03:45 2 6 0 8 2 14 15:45 27 146 133 606 160 752 04:00 1 2 3 16:00 50 126 176 04:15 2 1 3 16:15 43 143 186 04:30 2 4 6 16:30 42 108 150 04:45 3 8 3 10 6 18 16:45 29 164 102 479 131 643 05:00 2 4 6 17:00 49 163 162 515 211 05:15 4 5 9 17:15 48 168 150 522 198 05:30 4 2 6 17:30 45 171 136 550 181 05:45 13 23 3 14 16 37 17:45 44 186 137 585 181 771 06:00 14 5 19 18:00 43 142 185 06:15 17 6 23 18:15 41 109 150 06:30 22 11 33 18:30 55 141 196 06:45 46 99 13 35 59 134 18:45 40 179 98 490 138 669 07:00 57 24 81 19:00 40 93 133 07:15 56 25 81 19:15 38 90 128 07:30 97 37 134 19:30 27 68 95 07:45 92 302 52 138 144 440 19:45 25 130 75 326 100 456 08:00 120 365 54 168 174 20:00 34 57 91 08:15 133 442 48 191 181 20:15 31 51 82 08:30 100 445 38 192 138 20:30 26 41 67 08:45 102 455 44 184 146 639 20:45 29 120 46 195 75 315 09:00 83 32 115 21:00 27 34 61 09:15 88 34 122 21:15 18 43 61 09:30 65 25 90 21:30 27 37 64 09:45 62 298 51 142 113 440 21:45 27 99 42 156 69 255 10:00 52 37 89 22:00 30 34 64 10:15 51 33 84 22:15 10 27 37 10:30 38 28 66 22:30 19 20 39 10:45 40 181 42 140 82 321 22:45 25 84 21 102 46 186 11:00 36 31 67 23:00 10 32 42 11:15 32 22 54 23:15 12 33 45 11:30 36 23 59 23:30 8 25 33 11:45 40 144 36 112 76 256 23:45 11 41 19 109 30 150 TOTALS 1551 881 2432 TOTALS 1559 3726 5285 SPLIT % 63.8% 36.2% 31.5% SPLIT % 29.5% 70.5% 68.5% DAILY TOTALS NB EB WB 3,110 0 0 AM Peak Hour AM Pk Volume 08:00 455 07:45 192 08:00 639 PM Peak Hour PM Pk Volume 17:00 186 15:00 606 17:00 771 Pk Hr Factor 0.855 0.889 0.883 Pk Hr Factor 0.949 0.907 0.914 7-9 Volume 757 322 1079 4-6 Volume 350 1064 1414 7 - 9 Peak Hour 08:00 07:45 08:00 4 - 6 Peak Hour 17:00 17:00 17:00 7 - 9 Pk Volume 455 192 639 4 - 6 Pk Volume 186 585 771 Pk Hr Factor 0.855 0.889 0.883 Pk Hr Factor 0.949 0.903 0.914 Prepared by National Data & Surveying Services VOLUME Federal Hwy N/O NE 46th St Day: Thursday Date: 2/6/2020 Cit Project NOTICE Ibis submittal needs to be' scheduled for a puboc hearing In accordance wM1h Id matinee set forth in the City of Miami Code. The appLIca o decision -making body NOR reWewthe intormadon at the pubc hearing to render a recommended on or a final decision. AM Period 00:00 00:15 00:30 00:45 DAILY TOTALS NB SB EB 17 7 17 10 16 5 12 62 8 30 NB 5,328 WB ill s6 4,751 TOTAL 24 27 21 20 92 EB 0 PM Period NB WB 0 SB J, PZ-21-10809 A. 08/20/21 EB RE, W OpV. 163 132 134 552 12:00 12:15 12:30 12:45 75 89 78 80 322 48 74 54 54 230 01:00 6 1 7 13:00 78 60 138 01:15 11 4 15 13:15 75 65 140 01:30 3 8 11 13:30 74 65 139 01:45 7 27 2 15 9 42 13:45 87 314 62 252 149 566 02:00 6 2 8 14:00 82 70 152 02:15 9 1 10 14:15 98 61 159 02:30 3 3 6 14:30 83 62 145 02:45 0 18 2 8 2 26 14:45 89 352 71 264 160 616 03:00 1 1 2 15:00 92 53 145 03:15 2 1 3 15:15 110 59 169 03:30 3 1 4 15:30 89 57 146 03:45 4 10 2 5 6 15 15:45 84 375 67 236 151 611 04:00 5 6 11 16:00 127 51 178 04:15 2 2 4 16:15 123 43 166 04:30 4 0 4 16:30 112 59 171 04:45 5 16 4 12 9 28 16:45 122 484 60 213 182 697 05:00 3 3 6 17:00 138 495 60 222 198 05:15 4 4 8 17:15 120 492 74 253 194 05:30 2 10 12 17:30 122 502 87 281 209 05:45 12 21 9 26 21 47 17:45 93 473 65 286 158 759 06:00 10 13 23 18:00 127 81 208 06:15 15 23 38 18:15 129 55 184 06:30 15 39 54 18:30 86 62 148 06:45 18 58 48 123 66 181 18:45 77 419 47 245 124 664 07:00 36 60 96 19:00 104 50 154 07:15 43 112 155 19:15 80 47 127 07:30 62 150 212 19:30 60 34 94 07:45 57 198 153 475 210 673 19:45 54 298 37 168 91 466 08:00 67 229 149 564 216 20:00 71 38 109 08:15 79 265 147 599 226 20:15 60 54 114 08:30 75 278 152 601 227 20:30 48 26 74 08:45 78 299 204 652 282 951 20:45 50 229 31 149 81 378 09:00 95 169 264 21:00 58 27 85 09:15 74 129 203 21:15 47 27 74 09:30 76 107 183 21:30 45 28 73 09:45 75 320 105 510 180 830 21:45 41 191 22 104 63 295 10:00 63 97 160 22:00 50 16 66 10:15 59 71 130 22:15 45 22 67 10:30 41 87 128 22:30 47 21 68 10:45 51 214 70 325 121 539 22:45 46 188 17 76 63 264 11:00 70 76 146 23:00 40 23 63 11:15 80 64 144 23:15 38 20 58 11:30 74 61 135 23:30 39 19 58 11:45 69 293 72 273 141 566 23:45 30 147 12 74 42 221 TOTALS 1536 2454 3990 TOTALS 3792 2297 6089 SPLIT % 38.5% 61.5% 39.6% SPLIT % 62.3% 37.7% 60.4% DAILY TOTALS NB SB WB Total 5,328 4,751 0 10,079 AM Peak Hour AM Pk Volume 08:15 327 08:15 672 08:15 999 PM Peak Hour PM Pk Volume 16:45 502 17:15 307 16:45 783 Pk Hr Factor 0.861 0.824 0.886 Pk Hr Factor 0.909 0.882 0.937 7-9 Volume 497 1127 1624 4-6 Volume 957 499 1456 7 - 9 Peak Hour 08:00 08:00 08:00 4 - 6 Peak Hour 16:45 17:00 16:45 7 - 9 Pk Volume 299 652 951 4 - 6 Pk Volume 502 286 783 Pk Hr Factor 0.946 0.799 0.843 Pk Hr Factor 0.909 0.822 0.937 Prepared by National Data & Surveying Services VOLUME Biscayne Blvd/US 1 N/O NE 79th St Day: Thursday Date: 2/6/2020 Cit Project NOTICE Ibis submittal needs to be' scheduled for a puboc hearing In accordance wM1h b matinee set forth in the City of Miami Code. The appLIca o decision -making body NOR reWewthe intormadon at the pubc hearing to render a recommended on or a final decision. AM Period 00:00 00:15 00:30 00:45 DAILY TOTALS NB SB EB 173 69 137 50 123 65 108 541 47 231 NB 19,033 WB SB 20,052 TOTAL 242 187 188 155 772 EB 0 PM Period NB WB 0 SB J, PZ-21-10809 // �I 08/20/21 / I, EB REVE CO' 524 504 547 2101 12:00 12:15 12:30 12:45 253 253 249 250 1005 273 271 255 297 EW 1096 01:00 70 50 120 13:00 250 244 494 01:15 70 35 105 13:15 324 251 575 01:30 79 35 114 13:30 272 286 558 01:45 59 278 29 149 88 427 13:45 277 1123 284 1065 561 2188 02:00 58 27 85 14:00 264 237 501 02:15 39 16 55 14:15 320 291 611 02:30 46 26 72 14:30 289 257 546 02:45 45 188 14 83 59 271 14:45 326 1199 247 1032 573 2231 03:00 37 27 64 15:00 286 243 529 03:15 35 24 59 15:15 299 260 559 03:30 29 34 63 15:30 302 274 576 03:45 27 128 20 105 47 233 15:45 317 1204 259 1036 576 2240 04:00 18 30 48 16:00 329 263 592 04:15 32 33 65 16:15 289 257 546 04:30 42 36 78 16:30 280 286 566 04:45 26 118 44 143 70 261 16:45 295 1193 242 1048 537 2241 05:00 39 63 102 17:00 289 1153 305 1090 594 05:15 39 74 113 17:15 277 1141 252 1085 529 05:30 57 111 168 17:30 247 1108 300 1099 547 05:45 59 194 125 373 184 567 17:45 301 1114 290 1147 591 2261 06:00 76 158 234 18:00 306 253 559 06:15 97 237 334 18:15 313 279 592 06:30 117 351 468 18:30 297 290 587 06:45 139 429 372 1118 511 1547 18:45 306 1222 292 1114 598 2336 07:00 165 355 520 19:00 263 261 524 07:15 207 377 584 19:15 261 274 535 07:30 271 407 678 19:30 255 254 509 07:45 239 882 374 1513 613 2395 19:45 269 1048 206 995 475 2043 08:00 235 952 399 1557 634 20:00 278 231 509 08:15 242 987 372 1552 614 20:15 240 230 470 08:30 220 936 396 1541 616 20:30 210 215 425 08:45 245 942 388 1555 633 2497 20:45 225 953 179 855 404 1808 09:00 221 395 616 21:00 217 210 427 09:15 215 364 579 21:15 209 188 397 09:30 203 351 554 21:30 190 169 359 09:45 212 851 338 1448 550 2299 21:45 194 810 171 738 365 1548 10:00 225 329 554 22:00 231 166 397 10:15 236 282 518 22:15 228 157 385 10:30 230 274 504 22:30 217 161 378 10:45 217 908 265 1150 482 2058 22:45 214 890 155 639 369 1529 11:00 236 277 513 23:00 199 119 318 11:15 267 234 501 23:15 200 125 325 11:30 260 234 494 23:30 218 98 316 11:45 241 1004 240 985 481 1989 23:45 192 809 92 434 284 1243 TOTALS 6463 8853 15316 TOTALS 12570 11199 23769 SPLIT % 42.2% 57.8% 39.2% SPLIT % 52.9% 47.1% 60.8% DAILY TOTALS NB SB EB WB Total 19,033 20,052 0 0 39,085 AM Peak Hour 11:15 07:15 07:30 PM Peak Hour 15:15 17:00 18:00 AM Pk Volume 1021 1557 2539 PM Pk Volume 1247 1147 2336 Pk Hr Factor 0.956 0.956 0.936 Pk Hr Factor 0.948 0.940 0.977 7-9Volume 1824 3068 4892 4-6Volume 2307 2195 4502 7 - 9 Peak Hour 07:30 07:15 07:30 4 - 6 Peak Hour 16:00 17:00 17:00 7 - 9 Pk Volume 987 1557 2539 4 - 6 Pk Volume 1193 1147 2261 Pk Hr Factor 0.911 0.956 0.936 Pk Hr Factor 0.907 0.940 0.952 Prepared by National Data & Surveying Services VOLUME Biscayne Blvd/US 1 N/O NE 71st St Day: Tuesday Date: 2/11/2020 Cit Project NOTICE Ibis submittal needs to be scheduled for a puboc hearing In accordance wM1h timelines set forth in the City of Miami Code. The applica de decision -making bodywlll re Acwthe information at the pubdc hearing to render a recommendation or a anal decision. AM Period 00:00 00:15 00:30 00:45 DAILY TOTALS NB SB EB 110 58 86 62 79 51 67 342 54 225 NB 18,062 WB SB 21,627 TOTAL 168 148 130 121 567 EB 0 PM Period NB WB 0 SB �J, PZ-21-10809 I 08/20/21 i I, EB REVE CO' 508 530 535 2090 12:00 12:15 12:30 12:45 252 227 251 237 967 265 281 279 298 EW 1123 01:00 45 38 83 13:00 251 272 523 01:15 58 37 95 13:15 278 281 559 01:30 51 41 92 13:30 266 254 520 01:45 36 190 38 154 74 344 13:45 238 1033 317 1124 555 2157 02:00 19 19 38 14:00 242 297 539 02:15 29 21 50 14:15 242 314 556 02:30 25 22 47 14:30 272 304 576 02:45 29 102 29 91 58 193 14:45 297 1053 307 1222 604 2275 03:00 36 29 65 15:00 291 289 580 03:15 25 27 52 15:15 339 319 658 03:30 25 29 54 15:30 325 308 633 03:45 18 104 17 102 35 206 15:45 327 1282 311 1227 638 2509 04:00 22 26 48 16:00 318 319 637 04:15 18 47 65 16:15 268 293 561 04:30 24 37 61 16:30 301 301 602 04:45 18 82 45 155 63 237 16:45 269 1156 308 1221 577 2377 05:00 19 48 67 17:00 256 1094 287 1189 543 05:15 38 79 117 17:15 316 1142 291 1187 607 05:30 39 111 150 17:30 302 1143 289 1175 591 05:45 58 154 122 360 180 514 17:45 291 1165 278 1145 569 2310 06:00 62 186 248 18:00 299 304 603 06:15 78 259 337 18:15 256 277 533 06:30 100 367 467 18:30 244 286 530 06:45 91 331 468 1280 559 1611 18:45 275 1074 286 1153 561 2227 07:00 139 433 572 19:00 254 307 561 07:15 199 461 660 19:15 268 308 576 07:30 231 479 710 19:30 269 231 500 07:45 272 841 439 1812 711 2653 19:45 275 1066 213 1059 488 2125 08:00 280 982 377 1756 657 20:00 230 235 465 08:15 244 1027 378 1673 622 20:15 225 194 419 08:30 274 1070 411 1605 685 20:30 230 230 460 08:45 249 1047 424 1590 673 2637 20:45 196 881 223 882 419 1763 09:00 215 404 619 21:00 173 190 363 09:15 229 383 612 21:15 275 190 465 09:30 198 354 552 21:30 229 177 406 09:45 209 851 359 1500 568 2351 21:45 228 905 158 715 386 1620 10:00 212 380 592 22:00 225 145 370 10:15 203 338 541 22:15 223 162 385 10:30 227 296 523 22:30 252 149 401 10:45 206 848 312 1326 518 2174 22:45 193 893 133 589 326 1482 11:00 238 247 485 23:00 178 124 302 11:15 223 303 526 23:15 232 122 354 11:30 224 277 501 23:30 184 112 296 11:45 248 933 282 1109 530 2042 23:45 168 762 105 463 273 1225 TOTALS 5825 9704 15529 TOTALS 12237 11923 24160 SPLIT % 37.5% 62.5% 39.1% SPLIT % 50.6% 49.4% 60.9% DAILY TOTALS NB SB EB WB Total 18,062 21,627 0 0 39,689 AM Peak Hour 07:45 06:45 07:15 PM Peak Hour 15:15 15:15 15:15 AM Pk Volume 1070 1841 2738 PM Pk Volume 1309 1257 2566 Pk Hr Factor 0.955 0.961 0.963 Pk Hr Factor 0.965 0.985 0.975 7-9Volume 1888 3402 5290 4-6Volume 2321 2366 4687 7- 9 Peak Hour 07:45 07:00 07:15 4- 6 Peak Hour 17:00 16:00 16:00 7- 9 Pk Volume 1070 1812 2738 4- 6 Pk Volume 1165 1221 2377 Pk Hr Factor 0.955 0.946 0.963 Pk Hr Factor 0.922 0.957 0.933 Prepared by National Data & Surveying Services VOLUME Biscayne Blvd/US 1 S/0 NE 59th St Day: Tuesday Date: 2/4/2020 Cit Project NOTICE Ibis submittal needs to be scheduled for a puboc hearing In accordance wM1h timelines set forth in the City of Miami Code. The applica de decision -making bodywlll re Acwthe information at the pubdc hearing to render a recommendation or a anal decision. AM Period 00:00 00:15 00:30 00:45 DAILY TOTALS NB SB EB 159 70 113 64 93 63 76 441 50 247 NB 18,514 WB SB III 21,117 TOTAL 229 177 156 126 688 EB 0 PM Period NB WB 0 SB J, PZ-21-10809 // 08/20/21 EB REVE CO' 509 479 483 1948 12:00 12:15 12:30 12:45 234 215 227 227 903 243 294 252 256 EW 1045 01:00 68 53 121 13:00 211 246 457 01:15 73 46 119 13:15 245 305 550 01:30 51 42 93 13:30 221 335 556 01:45 39 231 36 177 75 408 13:45 249 926 349 1235 598 2161 02:00 39 36 75 14:00 238 283 521 02:15 37 34 71 14:15 296 298 594 02:30 45 30 75 14:30 307 272 579 02:45 26 147 37 137 63 284 14:45 298 1139 277 1130 575 2269 03:00 33 31 64 15:00 321 263 584 03:15 33 26 59 15:15 316 316 632 03:30 29 25 54 15:30 306 286 592 03:45 33 128 25 107 58 235 15:45 318 1261 312 1177 630 2438 04:00 35 28 63 16:00 333 307 640 04:15 25 50 75 16:15 314 268 582 04:30 25 44 69 16:30 319 292 611 04:45 35 120 52 174 87 294 16:45 326 1292 282 1149 608 2441 05:00 23 77 100 17:00 375 1334 273 1115 648 05:15 38 89 127 17:15 342 1362 304 1151 646 05:30 45 95 140 17:30 342 1385 303 1162 645 05:45 44 150 142 403 186 553 17:45 341 1400 264 1144 605 2544 06:00 79 155 234 18:00 339 290 629 06:15 79 244 323 18:15 317 274 591 06:30 95 402 497 18:30 344 273 617 06:45 129 382 397 1198 526 1580 18:45 284 1284 290 1127 574 2411 07:00 137 454 591 19:00 285 255 540 07:15 212 451 663 19:15 273 235 508 07:30 249 442 691 19:30 231 256 487 07:45 267 865 417 1764 684 2629 19:45 267 1056 202 948 469 2004 08:00 257 985 352 1662 609 20:00 214 216 430 08:15 212 985 442 1653 654 20:15 212 207 419 08:30 229 965 453 1664 682 20:30 195 177 372 08:45 200 898 437 1684 637 2582 20:45 206 827 201 801 407 1628 09:00 195 380 575 21:00 182 183 365 09:15 193 403 596 21:15 207 168 375 09:30 230 359 589 21:30 202 154 356 09:45 201 819 327 1469 528 2288 21:45 230 821 154 659 384 1480 10:00 204 316 520 22:00 226 157 383 10:15 198 314 512 22:15 235 169 404 10:30 220 297 517 22:30 184 170 354 10:45 217 839 261 1188 478 2027 22:45 194 839 143 639 337 1478 11:00 238 272 510 23:00 202 135 337 11:15 213 257 470 23:15 254 120 374 11:30 231 274 505 23:30 209 91 300 11:45 233 915 289 1092 522 2007 23:45 166 831 77 423 243 1254 TOTALS 5935 9640 15575 TOTALS 12579 11477 24056 SPLIT % 38.1% 61.9% 39.3% SPLIT % 52.3% 47.7% 60.7% DAILY TOTALS NB SB EB WB Total 18,514 21,117 0 0 39,631 AM Peak Hour 07:15 07:00 07:15 PM Peak Hour 17:00 13:15 16:45 AM Pk Volume 985 1764 2647 PM Pk Volume 1400 1272 2547 Pk Hr Factor 0.922 0.971 0.958 Pk Hr Factor 0.933 0.911 0.983 7-9Volume 1763 3448 5211 4-6Volume 2692 2293 4985 7- 9 Peak Hour 07:15 07:00 07:15 4- 6 Peak Hour 17:00 16:45 16:45 7 - 9 Pk Volume 985 1764 2647 4 - 6 Pk Volume 1400 1162 2547 Pk Hr Factor 0.922 0.971 0.958 Pk Hr Factor 0.933 0.956 0.983 Prepared by National Data & Surveying Services VOLUME Biscayne Blvd/US 1 S/0 NE 54th St Day: Tuesday Date: 2/4/2020 Cit Project NOTICE Ibis submittal needs to be' scheduled for a puboc hearing In accordance wM1h b matinee set forth in the City of Miami Code. The appLIca o decision -making body NOR reWewthe intormadon at the pubc hearing to render a recommended on or a final decision. AM Period 00:00 00:15 00:30 00:45 DAILY TOTALS NB SB EB 191 77 134 62 125 66 91 541 47 252 NB 17,472 WB SB 19,883 TOTAL 268 196 191 138 793 EB 0 PM Period NB WB 0 SB J, PZ-21-10809 // �.I 08/20/21 / P EB RE, OaV. 467 420 439 1740 12:00 12:15 12:30 12:45 210 197 208 194 809 204 270 212 245 EW 931 01:00 83 50 133 13:00 196 229 425 01:15 81 44 125 13:15 224 300 524 01:30 70 45 115 13:30 187 277 464 01:45 50 284 36 175 86 459 13:45 246 853 294 1100 540 1953 02:00 47 30 77 14:00 219 283 502 02:15 42 37 79 14:15 256 264 520 02:30 47 30 77 14:30 304 292 596 02:45 33 169 38 135 71 304 14:45 270 1049 252 1091 522 2140 03:00 32 29 61 15:00 274 227 501 03:15 37 24 61 15:15 293 289 582 03:30 35 31 66 15:30 291 277 568 03:45 32 136 21 105 53 241 15:45 317 1175 266 1059 583 2234 04:00 38 33 71 16:00 305 283 588 04:15 34 55 89 16:15 313 255 568 04:30 30 50 80 16:30 277 279 556 04:45 32 134 62 200 94 334 16:45 323 1218 261 1078 584 2296 05:00 28 84 112 17:00 359 1272 246 1041 605 05:15 42 99 141 17:15 329 1288 256 1042 585 05:30 45 105 150 17:30 357 1368 263 1026 620 05:45 42 157 136 424 178 581 17:45 316 1361 296 1061 612 2422 06:00 76 169 245 18:00 332 253 585 06:15 64 243 307 18:15 290 255 545 06:30 87 395 482 18:30 331 254 585 06:45 107 334 410 1217 517 1551 18:45 266 1219 265 1027 531 2246 07:00 132 425 557 19:00 275 231 506 07:15 186 437 623 19:15 249 225 474 07:30 209 441 650 19:30 211 223 434 07:45 208 735 395 1698 603 2433 19:45 239 974 214 893 453 1867 08:00 194 797 358 1631 552 20:00 194 202 396 08:15 167 778 404 1598 571 20:15 193 198 391 08:30 169 738 443 1600 612 20:30 155 169 324 08:45 169 699 372 1577 541 2276 20:45 194 736 164 733 358 1469 09:00 163 379 542 21:00 156 180 336 09:15 170 330 500 21:15 195 159 354 09:30 190 324 514 21:30 200 155 355 09:45 182 705 326 1359 508 2064 21:45 218 769 152 646 370 1415 10:00 186 274 460 22:00 235 166 401 10:15 173 296 469 22:15 248 178 426 10:30 188 257 445 22:30 192 176 368 10:45 210 757 255 1082 465 1839 22:45 199 874 153 673 352 1547 11:00 215 235 450 23:00 222 132 354 11:15 200 243 443 23:15 273 103 376 11:30 213 226 439 23:30 244 90 334 11:45 217 845 270 974 487 1819 23:45 200 939 68 393 268 1332 TOTALS 5496 9198 14694 TOTALS 11976 10685 22661 SPLIT % 37.4% 62.6% 39.3% SPLIT % 52.8% 47.2% 60.7% DAILY TOTALS NB SB WB Total 17,472 19,883 0 37,355 AM Peak Hour 11:00 06:45 07:00 PM Peak Hour 16:45 13:15 17:00 AM Pk Volume 845 1713 2433 PM Pk Volume 1368 1154 2422 Pk Hr Factor 0.974 0.971 0.936 Pk Hr Factor 0.953 0.962 0.977 7-9 Volume 1434 3275 4709 4-6 Volume 2579 2139 4718 7- 9 Peak Hour 07:15 07:00 07:00 4- 6 Peak Hour 16:45 16:00 17:00 7 - 9 Pk Volume 797 1698 2433 4 - 6 Pk Volume 1368 1078 2422 Pk Hr Factor 0.953 0.963 0.936 Pk Hr Factor 0.953 0.952 0.977 Prepared by National Data & Surveying Services VOLUME Biscayne Blvd/US 1 S/0 NE 46th St Day: Tuesday Date: 2/4/2020 Cit Project NOTICE Ibis submittal needs to be'scheduled fora puboc hearing In acoordxncewhh b matinee set forth in the City of Miami Code. The appLIca o decision -making body will resiewthe information at the pubdc hearing to render a recommended on or a final decla on. AM Period 00:00 00:15 00:30 00:45 DAILY TOTALS NB SB EB 201 78 136 71 116 61 93 546 54 264 NB IIIs6 19,296 WB * 21,315 TOTAL 279 207 177 147 810 IIIEB 11 0 PM Period NB WB 0 SB J,A PZ-21-10809 140 08/20/2 1 EB REV! th4 CO 500 515 492 2015 12:00 12:15 12:30 12:45 240 226 244 219 929 268 274 271 273 EW 1086 01:00 82 45 127 13:00 232 277 509 01:15 76 48 124 13:15 271 305 576 01:30 69 45 114 13:30 234 300 534 01:45 50 277 34 172 84 449 13:45 270 1007 336 1218 606 2225 02:00 42 34 76 14:00 275 305 580 02:15 40 39 79 14:15 276 305 581 02:30 49 26 75 14:30 336 311 647 02:45 25 156 42 141 67 297 14:45 302 1189 286 1207 588 2396 03:00 35 36 71 15:00 297 262 559 03:15 36 27 63 15:15 323 309 632 03:30 35 31 66 15:30 343 309 652 03:45 34 140 23 117 57 257 15:45 350 1313 273 1153 623 2466 04:00 38 30 68 16:00 332 314 646 04:15 32 50 82 16:15 334 289 623 04:30 30 56 86 16:30 308 286 594 04:45 30 130 59 195 89 325 16:45 349 1323 258 1147 607 2470 05:00 29 82 111 17:00 379 1370 300 1133 679 05:15 43 107 150 17:15 351 1387 295 1139 646 05:30 47 107 154 17:30 384 1463 284 1137 668 05:45 42 161 147 443 189 604 17:45 376 1490 279 1158 655 2648 06:00 86 177 263 18:00 384 294 678 06:15 72 233 305 18:15 350 301 651 06:30 94 404 498 18:30 358 267 625 06:45 127 379 428 1242 555 1621 18:45 315 1407 294 1156 609 2563 07:00 152 468 620 19:00 285 258 543 07:15 216 473 689 19:15 285 244 529 07:30 202 482 684 19:30 241 250 491 07:45 224 794 422 1845 646 2639 19:45 257 1068 237 989 494 2057 08:00 210 852 372 1749 582 20:00 204 210 414 08:15 195 831 408 1684 603 20:15 211 208 419 08:30 195 824 429 1631 624 20:30 167 198 365 08:45 197 797 381 1590 578 2387 20:45 203 785 178 794 381 1579 09:00 214 334 548 21:00 169 190 359 09:15 193 369 562 21:15 204 168 372 09:30 222 340 562 21:30 210 159 369 09:45 218 847 346 1389 564 2236 21:45 234 817 156 673 390 1490 10:00 214 293 507 22:00 241 154 395 10:15 210 312 522 22:15 236 176 412 10:30 219 317 536 22:30 212 180 392 10:45 278 921 271 1193 549 2114 22:45 196 885 149 659 345 1544 11:00 242 265 507 23:00 231 132 363 11:15 244 275 519 23:15 286 112 398 11:30 234 274 508 23:30 250 85 335 11:45 255 975 267 1081 522 2056 23:45 193 960 74 403 267 1363 TOTALS 6123 9672 15795 TOTALS 13173 11643 24816 SPLIT % 38.8% 61.2% 38.9% SPLIT % 53.1% 46.9% 61.1% DAILY TOTALS NB SB EB; WB Total 19,296 21,315 0 0 40,611 AM Peak Hour 10:45 06:45 07:00 PM Peak Hour 17:15 13:45 17:30 AM Pk Volume 998 1851 2639 PM Pk Volume 1495 1257 2652 Pk Hr Factor 0.897 0.960 0.958 Pk Hr Factor 0.973 0.935 0.978 7-9Volume 1591 3435 5026 4-6Volume 2813 2305 5118 7- 9 Peak Hour 07:15 07:00 07:00 4- 6 Peak Hour 17:00 17:00 17:00 7 - 9 Pk Volume 852 1845 2639 4 - 6 Pk Volume 1490 1158 2648 Pk Hr Factor 0.951 0.957 0.958 Pk Hr Factor 0.970 0.965 0.975 PUB(, o' y 0 0 a NOTICE This submittal needs b be scheduled for a puboc hearing in accordance with timelines set forth in the City of Miami Code.The applica de decision -making bcdywill renew the infonna0on at the pubs hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 ti k ,,Ew CO'�,a Peak Season Category Report 2 4 PURL/ 2018 PEAK SEASON FACTOR CATEGORY CATEGORY: 8700 MIAMI-DADE NORTH WEEK DATES 1 01/01/2018 - 2 01/07/2018 - 3 01/14/2018 - 4 01/21/2018 - 5 01 /28/201 8 - k 6 k 7 k 8 * 9 *10 *11 *12 *13 *14 *15 *16 *17 *18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 02/04/2018 - 02/11/2018 - 02/18/2018 - 02/25/2019 03/04/2018 03/11/2018 03/18/2018 03/25/2018 04/01/2018 04/08/2018 04/15/2018 04/22/2018 04/29/2018 05/06/2018 05/13/2018 05/20/2018 05/27/2018 06/03/2018 06/10/2018 06/17/2018 06/24/2018 07/01/2018 07/08/2018 07/15/2018 07/22/2018 07/29/2018 08/05/2018 08/12/2018 08/19/2018 08/26/2018 09/02/2018 09/09/2018 09/16/2018 09/23/2018 09/30/2018 10/07/2018 10/14/2018 10/21/2018 10/28/2018 11/04/2018 11/11/2018 11/18/2018 11/25/2018 12/02/2018 12/09/2018 12/16/2018 12/23/2018 12/30/2018 * PEAK SEASON 01/06/2018 01/13/2018 01/20/2018 01/27/2018 02/03/2018 02/10/2018 02/17/2018 02/24/2018 - 03/03/2018 - 03/10/2018 - 03/17/2018 - 03/24/2018 - 03/31/2018 - 04/07/2018 - 04/14/2018 - 04/21/2018 - 04/28/2018 - 05/05/2018 - 05/12/2018 - 05/19/2018 - 05/26/2018 - 06/02/2018 - 06/09/2018 - 06/16/2018 - 06/23/2018 - 06/30/2018 - 07/07/2018 - 07/14/2018 - 07/21/2018 - 07/28/2018 - 08/04/2018 - 08/11/2018 - 08/18/2018 - 08/25/2018 - 09/01/2018 - 09/08/2018 - 09/15/2018 - 09/22/2018 - 09/29/2018 - 10/06/2018 - 10/13/2018 - 10/20/2018 - 10/27/2018 - 11/03/2018 - 11/10/2018 - 11/17/2018 - 11/24/2018 - 12/01/2018 - 12/08/2018 - 12/15/2018 - 12/22/2018 - 12/29/2018 - 12/31/2018 28-FEB-2019 15:24:23 REPORT SF 1.03 1.03 1.04 1.02 1 .01 0.99 0.98 0.98 0.98 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.98 0.99 1.00 1.01 1.01 1.01 1.01 1.01 1.01 1.02 1.02 1.02 1.02 1.02 1.01 1.01 1.00 1.00 1.00 1.01 1.01 1.00 1.00 1.00 0.99 0.99 1.00 1.00 1.01 1.01 1.02 1.02 1.02 1.03 1.03 1.03 1.04 - REPORT TYPE: COUNTY MOCF: 0 98 PSCF 1.05 1.05 1.06 1.04 1.03 1.01 1.00 1.00 1.00 0.99 0.99 0.99 0.99 0.99 0.99 0.99 1.00 1.01 1.02 1.03 1.03 1.03 1.03 1.03 1.03 1.04 1.04 1.04 1.04 1.04 1.03 1.03 1.02 1.02 1.02 1.03 1.03 1.02 1.02 1.02 1.01 1.01 1.02 1.02 1.03 1.03 1.04 1.04 1.04 1.05 1.05 1.05 1.06 G 0 4' Q. NOTICE This submittal needs to be' scheduled fora pubic hearing In acoordanrewhh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubc hearing to render a recommendation or a final decM on. PZ-21-10809 08/20/21 44,. fIEw G00 830UPD 6 8700 PKSEASON.TXT PUB(, o' y 0 0 a NOTICE This submittal needs b be scheduled for a puboc hearing in accordance with timelines set forth in the City of Miami Code.The applica de decision -making bodywill renew the intonna0on at the pubs hearing to render a recommendation or a final decision. ti ktinEw CO - PZ-21-10809 08/20/21 Appendix B Programmed Roadway Improvements 2 73rriSC z Project Name: 40-B30630A 31 z NE l'61:!-f St rn m a z 1 1N 77th1 hitia'J 76th St a � w — NE 75th St z Indu"drri.a NE741hS6 SNP_==Iris 3 tz,tnir NE72r1d6t FalkFalk - ] Replar fN NW 7•Lst S1 NE 7151 St NW 741rr St NW 69th Sr NW bl!11 Tler NW 62.111 St 51 z NE Nth SI NE MTh St NE 68tI, Ter NE 68111 St z NE 65th St rn Z rn z rn Link Wain Part NE 7710) SI NE 73rd`, NE 72rid Ter NE 72nd SI NE 7111h St 'P iF11Bay I'NF iSIhSt NE 671th St NE 660 St LGu met m•Trial Fart. NE 64th St Legion Flr_ n }:. Miami -Dade County, Esri, HERE, Garmin, INCREM... This submittal needs to be scheduled for a public hearing In aaorbance whh bmellnea set forth in the City of Miami Code. The appli®de decision -malting body NOR review the Information at the pu bec hearing to render a recommended on or a final decla on. PZ-21-10809 08/20/21 40-B30630ANE 71 Street from NE 4 Court to Biscayne Boulevard Provide new paving, grading and drainage system such as pavement reconstruction, milling and resurfacing, concrete sidewalk, curbs, driveway, drainage system. Utility Coordination along the NE 71 Street and NE 5 Avenue, requiring a very special atention NE 71 Street from NE 4 CT to Biscayne Blvd and NE 5th Avenue from NE 70th ST to NE 72nd ST. Project District 5 Project Type Roadways and Right of Way Phase 03- Design Status Active This web application is a digital/electronic representation of the City of Miami's Capital Improvements Program (CIP). The Application also provides information and data layers such as Commission Districts, neighborhood boundaries, and environmental information that are to be used as reference only. Information displayed in this Application may not reflect the latest changes or modifications to existing CIP projects at the titne it is viewed. Please contact the Capital Improvements and Transportation Department at 305-416-1280 if you have any questions regarding this Application of specific projects. 5� NW 72nc1 5t 1fa7 71.fet Si NV4 67lh 9t NtiiU6211c1SF z ro r311TI Fore) Tsar. .71 P.-3 .;,wt a 491O 5k3 E3m1 m. } b n• I 4E 64th 5t Njw 55th Sl I rp:1 Y3 no r rI. �MNW 54th St 2 '933 w 5- NW 4gtIt Sl J ti^r48th, t n NW.47th Ter .' NW 47t11 S1 NW 46ih St - NE62rl• NF eel s t. S t NE. 5911 5l NE 5.3tts 'wr NE 54th at Z m I NE47thSt a s NE 4fith St NF Oath S1 w < NE44thSt Zl;° hIF SRtJi St Lake [t This submittal needs to be scheduled fora pubic hearing in accordance whh bmellnes set forth in the City of Miami Code. The appli®de decision -malting body NOR review the Information at the pubc hearing to render a recommendation or a final decla on. Discayfe Elm) Miami -Dade County, Esri, HERE, Garmin, INCREM... r 3Y 40-B50906NE 3 Avenue from NE 54 Street to NE 58 Terrace Road and swale reconstruction, drainage, miscellaneous sidewalk repairs, ADA compliance and striping. JPA with WASD for water line installation. NE 3 Ave from NE 54 St to NE 58 Terrace Project District 5 Project Type Roadways and Right of Way Phase 03- Design Status Active This web application is a digital/electronic representation of the City of Miami's Capital Improvements Program (CIP). The Application also provides information and data layers such as Commission Districts, neighborhood boundaries, and environmental information that arc to be used as reference only. Information displayed in this Application may not reflect the latest changes or modifications to existing CIP projects at the time it is viewed. Please contact the Capital Improvements and Transportation Department at 305-416-1280 if you have any questions regarding this Application of specific projects. T Miami -Dade Transportation Planning Organization SR 934/NE 82 ST 2020 Transportation Improvement Program This submittal needs b be scheduled for a puboc hearing in accordance with timelines set forth in the City of Miami Ccde.The applica de decision -making bcdywill rewew the information at the pubec hearing to render a recommendation or a final decision. Project Type: Arterial/Collector Road MPO Project No.: DT4400131 Type of Work: INTERSECTION IMPROVEMENT TIP Year: 2020 Construction Year: 2020 From: FROM NE 4 PLACE To: TO SR 5/US-1/BISCAYNE BOULEVARD Agency: FL Dept. of Transportation Management Agency: FDOT Agency Project No: 4400131 Status: Contact Person: Contact Email: Contact Phone: Description: Funding Information $(thousands) Project Phase Funding 2019 - 2020 2020 - 2021 2021 - 2022 2022 - 2023 2023 - 2024 PRELIMINARY DIH $0 $0 $0 $0 $0 ENGINEERING PRELIMINARY DS $0 $0 $0 $0 $0 ENGINEERING CONSTRUCTION DIH $0 $0 $0 $0 $0 CONSTRUCTION DS $76 $0 $0 $0 $0 CONSTRUCTION ACSS $0 $0 $0 $0 $0 CONSTRUCTION DDR $0 $0 $0 $0 $0 1 of 2 P U Miami -Dade Transportation Planning Organization 30 75 70 55 DG „5 45 40 35 30 25 20 15 10 j SR 934/NE 82 ST 2020 Transportation Improvement Program Funding Chart $(thousands) 2019 - 202C 2020 -2021 2021 - 2022 Fiscal Year 4 0 4- Q NOTICE This submittal needs to be' scheduled fora pubic hearing In accorlonrewkh timelines set forth in the City of Miami Code. The applicable decixlon-making body will rolew the information at the pubic hearing to render a recommended on or a final decM on. PZ-21-10809 08/20/21 sew COV 2022-2023 2023-2024 2 of 2 PURL/ Miami -Dade Transportation Planning Organization Project Type: MPO Project No.: Type of Work: TIP Year: Construction Year: From: To: Agency: Management Agency: Agency Project No: Status: Contact Person: Contact Email: Contact Phone: Description: SR 934/NE/NW 79 ST 2020 Transportation Improvement Program Project Phase Funding Arterial/Collector Road DT4106464 PD&E/EMO STUDY 2020 FROM WEST OF I-95(13 CT.) TO END OF SR 934/1 WAY PR FL Dept. of Transportation FDOT 4106464 Funding Information $(thousands) 4 0 4- a. NOTICE This submittal needs to be scheduled fora puboc hearing In accordanrewkh timelines set forth in the City of Miami Code. The appliwde decision -making body NOR reWew the information at the pubkc hearing to render a recommended on or a final decla on. PZ-21-10809 08/20/21 !EW COV 2019 - 2020 2020 - 2021 2021 - 2022 2022 - 2023 2023 - 2024 PROJECT DIH DEVELOPMENT AND ENVIRONMENTAL PROJECT DS DEVELOPMENT AND ENVIRONMENTAL so so so so PRELIMINARY SU ENGINEERING $0 $4,000 so so so so so so so so so RIGHT OF WAY DDR so RIGHT OF WAY DIH so PROJECT ACNP DEVELOPMENT AND ENVIRONMENTAL so PROJECT NHPP so so so so so so $5,403 $144 so so so so so so so so so 1 of 3 T Miami -Dade Transportation Planning Organization SR 934/NE/NW 79 ST 2020 Transportation Improvement Program Project Phase Funding 2019 - 2020 2020 - 2021 2021 - 2022 2022 - 2023 DEVELOPMENT AND ENVIRONMENTAL This submittal needs b be scheduled for a puboc hearing in accordance with timelines set forth in the City of Miami Cede.The applicade decision -making bodywill rewew the information at the pubec hearing to render a recommendation or a final decision. 2 of 3 P U Miami -Dade Transportation Planning Organization 0000 5750 5500 5250 5090 4750 4500 4250 4000 3750 3500 3250 3000 2750 2500 2250 2000 1750 1500 1250 1000 750 500 250 0 SR 934/NE/NW 79 ST 2020 Transportation Improvement Program 2019 - 2020 2020- 2021 Funding Chart $(thousands) 2021- 2022 Fiscal Year 4 0 4- Q NOTICE This submittal needs to be' scheduled fora pubic hearing In accomlanrew10 Id matinee set forth in the City of Miami Code. The applicable decixlon-making body will rolew the information at the pubic hearing to render a recommended on or a final decM on. 2022- 2023 2023 - 2024 PZ-21-10809 08/20/21 sew COV 3 of 3 T Miami -Dade Transportation Planning Organization NE 2 Avenue 2020 Transportation Improvement Program Project Type: MPO Project No.: Type of Work: TIP Year: Construction Year: From: To: Agency: Management Agency: Agency Project No: Status: Contact Person: Contact Email: Contact Phone: Description: Arterial/Collector Road PW000445 Street/Traffic Operational Improv. 2020 NE 69 Street West Little River Canal Miami -Dade Dept. of Transportation and Public Works Miami -Dade Dept. of Transportation and Public Works 445 Under construction No Funding Information This submittal needs b be scheduled for a puboc hearing in accordance with timelines set forth in the City of Miami Code.The applica de decision -making bcdywill rewew the information at the pubec hearing to render a recommendation or a final decision. 1 of 3 PURL/ Miami -Dade Transportation Planning Organization NE 2 Avenue 2020 Transportation Improvement Program Project Photos 4 0 4- a. NOTICE This submittal needs to be' scheduled fora pubic hearing In accorlonre veil timelines set forth in the City of Miami Code. The applicable decixlon-making body will rolew the information at the pubic hearing to render a recommended on or a final decM on. PZ-21-10809 08/20/21 V"' !EW COV 2 of 3 PURL/ Miami -Dade Transportation Planning Organization NE 2 Avenue 2020 Transportation Improvement Program 4 0 4- a. NOTICE This submittal needs to be' scheduled fora pubic hearing In accorlonre veil timelines set forth in the City of Miami Code. The applicable decixlon-making body will rolew the information at the pubic hearing to render a recommended on or a final decM on. PZ-21-10809 08/20/21 !EW COV 3 of 3 T Miami -Dade Transportation Planning Organization N Miami Avenue 2020 Transportation Improvement Program Project Type: MPO Project No.: Type of Work: TIP Year: Construction Year: From: To: Agency: Management Agency: Agency Project No: Status: Contact Person: Contact Email: Contact Phone: Description: Resurfacing. Prior Years Arterial/Collector Road PW000925 Resurfacing 2020 N 17 Street N 87 Street Miami -Dade Dept. of Transportation and Public Works Miami -Dade Dept. of Transportation and Public Works 000925 Under construction ' Funding as follows: $1,895,000 for CST. No Funding Information This submittal needs b be scheduled for a puboc hearing in accordance with timelines set forth in the City of Miami Code.The applica de decision -making bcdywill rewew the information at the pubec hearing to render a recommendation or a final decision. 1 of 3 Miami -Dade Transportation Planning Organization N Miami Avenue 2020 Transportation Improvement Program Project Photos This submittal needs to be scheduled fora pubic hearing In accordance wkh timelines set forth in the City of Miami Code. The applicable decision -making body NOR rodew the information at the pubdc hearing to render a recommended on or a final decla on. 2 of 3 PUBL. ic Tp Miami -Dade Transportation Planning Organization N Miami Avenue 2020 Transportation Improvement Program 4 0 4- a. NOTICE This submittal needs to loe scheduled for a pubic hearing In acromlance veil Id matinee set forth in the City of Miami Code. The appLicable dension-ma king body NOR reAew the information at the pubLic hearing to render a recommended on or a final decW on PZ-21-1 0809 08/20/21 sew COV 3 of 3 FDOT Emergency Travel Alert: For information on the current situation, please visit the following page - Alerts. FDDT� Florida Department of TRANSPORTATION E-Updates i FL511 I Site Map I Translate • • Home • About FDOT • Contact Us • Maps & Data • Offices • Performance • Projects Web Application Office of Work Program and Budget Lisa Saliba - Director Transportation System Description INTRASTATE STATE HIGHWAY SR 944/NW/NE 54TH ST FROM E OF NW 7 AVENUE TO BISCAYNE BOULEVARD Five Year Work Program Selection Criteria All in State (Updated: 1 /15/2020.21.15.01) 2020.2025 G1 Item Number:428278-2 This submittal needs to be scheduled fora pubic hearing in accordance wOh timelines set forth In the city of Miami Code. The appdw de decision -making body will renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 Fiscal Year: Highways /Preliminary Engineering (On -Going) Highways /Right of Way (On -Going) Highways /Railroad & Utilities (On -Going) Highways /Construction (On -Going) Highways /Contract Incentives District Length Type of Work 2020 2021 2022 District 06 - Miami- 1.302 Dade County $4,425 $122,479 $149,795 Item 2023 2024 2025 RESURFACING 428278-2 Y' ... FDOT Emergency Travel Alert: For information on the current situation, please visit the following page - Alerts. FDOT Florida Department of TRANSPORTATION E-Updates I FL511 I Site Map I Translate • • Home • About FDOT • Contact Us • Maps & Data • Offices • Performance • Projects Web Application Office of Work Program and Budget Lisa Saliba - Director Transportation System Description INTRASTATE STATE HIGHWAY SR 944/NW/NE 54 STREET FROM NW 6TH COURT TO NE 1ST AVENUE Five Year Work Program Selection Criteria All in State (Updated:1115/2020-21.15.01) District Fiscal Year: 2020-2025 G1 Item Number:428278-3 Length Type of Work 2020 2021 2022 Highways /Preliminary Engineering (On -Going) Highways /Right of Way (On -Going) Highways /Construction (On -Going) Highways /Contract Incentives District 06 - Miami- 0.818 Dade County $1,436 $9,900 This submittal needs to be scheduled fora pubic hearing in accordance wnh timelines set forth In the city of Miami Code. The appdw de decision -making body will renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 Item 2023 2024 2025 INTERSECTION IMPROVEMENT 428278-3 FDOT Emergency Travel Alert: For information on the current situation, please visit the following page -Alerts. FDCFC) Florida Department of TRANSPORTATION E-Updates i FL511 i Site Map i Translate • • Home • About FDOT • Contact Us • Maps & Data • Offices • Performance • Projects Web Application Office of Work Program and Budget Lisa Saliba - Director Transportation System Description INTRASTATE STATE HIGHWAY SR 5/US 1 SIGNALIZED INTERSEC.LIGHTING FM NE 22 ST TO SANS SOUCI BLVD. Five Year Work Program Selection Criteria All in State (Updated: 1/15/2020-21.15.01) Fiscal Year: Highways /Preliminary Engineering (On -Going) Highways /Railroad & Utilities (On -Going) Highways /Construction (On -Going) District 2020-2025 G1 Item Number:440191-1 Length Type of Work 2020 2021 2022 District 06 - Miami- 6.416 Dade County $45,496 This submittal needs to be scheduled fora public hearing in accordance wah timelines set forth In the city of Miami Code. The appdw de decision -making body will renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 Item 2023 2024 2025 LIGHTING 440191-1 ilL FDOT Emergency Travel Alert: For information on the current situation, please visit the following page - Alerts. FDOT� Florida Department of TRANSPORTATION E-Updates I FL511 I Site Map I Translate • r' • Home • About FDOT • Contact Us • Maps & Data • Offices • Performance • Projects Web Application Office of Work Program and Budget Lisa Saliba - Director Transportation System Description INTRASTATE STATE HIGHWAY SR 934/NW 81/NW 82ST SIGNALIZED INTERS.LIGHTING FM NW 79ST TO NE 10AVE This submittal needs to be scheduled fora pubic hearing in accordance w1h timelines set forth In the city of Miami Code. The appdw de decision -making body will renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 Five Year Work Program Selection Criteria All in State (Updated: 111512020-21.15.01) Fiscal Year: District 2020-2025 G1 Item Number:440177-1 Length Type of Work Item 2020 2021 2022 2023 2024 2025 District 06 - Miami- 2.828 Dade County Highways /Preliminary Engineering (On -Going) $20,432 Highways /Construction $310,966 LIGHTING 440177-1 Page 1 - 02/04/2020 2:56 PM Project Details - NW00109 Field Name Field Value LRTP Project Code NW00109 Facility SMART Terminal Connector - NE 2nd Ave Limit From NE 36 St Limit To NE 71 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 $2657.691M Total Capital Cost $1714.639M Priority Data P1 2020-2025(Y-O-E$) P2 2026-2030(Y-O-E$) P3 2031-2035(Y-O-E$) P4 2036-2045(Y-O-E$) Preliminary Engineering $M $M $272.584M $M Right of Way $M $M $M $M Construction $M $M $2385.107M $M Operations and Maintenance $M $M $M $M Capital $M $M $M $M This submittal needs to be scheduled fora public hearing in accordance w1h timelines set forth In the city of Miami Code. The apptica de decision -making body will renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 PUB(, o' y 0 0 a NOTICE This submittal needs b be scheduled for a puboc hearing in accordance with timelines set forth in the City of Miami Code.The applica de decision -making bodywill renew the intonna0on at the pubs hearing to render a recommendation or a final decision. ti ktinEw CO - PZ-21-10809 08/20/21 Appendix C Maximum Development Potential Calculations 2 LUPA Existing Maximum Allowable Density Maximum Acreage 22.4 acres Maximum Floor Area 3,902,976 sq-ft Residential density 65 du/acre Residential units (65 du/ac x 22.4 ac) 1,456 du Residential total sq-ft (1,450 per unit*) 2,111,200 sq-ft Remaining Area 1,791,776 sq-ft Parking (40%) 716,710 sq-ft Office/Retail (60%) (Leasable and Circ.) 1,075,066 sq-ft Office (90%) 967,559 sq-ft Retail (10%) 107,507 sq-ft Proposed Maximum Allowable Density Maximum Acreage 22.4 acres Maximum Floor Area (w/bonus) 7,318,080 sq-ft Residential density 150 du/acre Residential units (150 du/ac x 22.4 ac) 3,360 du Residential total sq-ft (1,450 per unit*) 4,872,000 sq-ft Remaining Floor Area 2,446,080 sq-ft Parking (40%) 978,432 sq-ft Office/Retail (60%) (Leasable and Circ.) 1,467,648 sq-ft Office (90%) 1,320,883 sq-ft Retail (10%) 146,765 sq-ft *Includes Units, Circulation, Common Areas and Residential Parking This submittal needs to be scheduled for a public hearing In accordance wth timelines set forth In the city of Miami Code. The apptica de decision -making bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 K:\FTL_TPTO\043752000 - Design Place\LUPA\Calcs\Maximum Development Density\LUPA Maximum Development Comparison.xlsx 4 PURL/ G 0 4- Q NOTICE This submittal needs to be' scheduled fora pubic hearing In acoordanre whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubc hearing to render a recommended on or a final decM on. PZ-21-10809 08/20/21 sN SEW cO�Qv Appendix D Trip Generation AM PEAK HOUR TRIP GENERATION COMPARISON This submittal needs to Ex scheduled fora public hearing In accordance wM1h timelines set forth In the city of Miami Code. The appdw de decision -making bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 EXISTING MAXIMUM ALLOWABLE DENSITY AM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION GROSS VOLUMES MULTIMODAL REDUCTION VOLUMES 10% PEDESTRIAN REDUCTION VOLUMES INTERNAL CAPTURE VOLUMES PASS -BY CAPTURE NET NEW EXTERNAL TRIPS Land Use RE Edition RE Code Scale ITE Units Per ent In Out Total Percent MR Trips In Out Total Percent IL Trips In Out Total Percent PB Trips In Out Tcfal In Out G R O U P 1 Mubfamily Housing(High-Rise)10 222 1456 du 24% 76% 101 320 421 10.0% 42 91 288 379 10.0% 38 82 259 341 2.9% 10 80 251 331 0.0% 0 80 251 331 2 ceoea ce uiy 10 710 967.56 ksf 86% 14% 805 131 936 10.0% 94 725 117 842 10.0% 84 653 105 758 6.9% 52 630 76 706 0.0% 0 630 76 706 3 Shopping men 10 820 107.51 ksf 62% 38% 128 78 206 10.0% 21 115 70 185 10.0% 19 103 63 166 31.3% 52 71 43 114 0.0% 0 71 43 114 4 5 6 7 8 9 10 11 12 13 14 15 ITE Land Use Code Rate or Equa ion Total: 1,034 529 1,563 10.0% 157 931 475 1,406 10.0% 141 838 427 1,265 9.0% 114 781 370 1,151 0.0% 0 781 370 1,151 222 710 820 Y-0.28*(X)+12.86 Y-0.94*(X)+26.49 Y-0.5*(X)+151.78 16% VOF Reduction Existing Vehicle Trips Existing Person -Trips (1.4 persons per vehicle) 125 59 184 656 311 967 918 436 1,354 PROPOSED MAXIMUM ALLOWABLE DENSITY AM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION GROSS VOLUMES MULTIMODAL REDUCTION VOLUMES 10% PEDESTRIAN REDUCTION VOLUMES INTERNAL CAPTURE VOLUMES PASS -BY CAPTURE NET NEW EXTERNAL TRIPS Land Use RE Edition RE Code Scale ITE Units Per ent In Out Total Percent MR Trips In Out Total In Out Total Percent IL Trips In Out Total Percent PB Trips In Out Tcfal In Out G R O U P 2 Mubfamily Housing (High -Rise) 10 222 3360 du 24% 76% 229 725 954 10.0% 95 206 653 859 10.0% 86 185 588 773 2.8% 22 181 570 751 0.0% 0 181 570 751 2 Genea ce uu y 10 710 1320.9 ksf 86% 14% 1,090 178 1,268 10.0% 127 981 160 1,141 10.0% 114 883 144 1,027 6.6% 68 851 108 959 0.0% 0 851 108 959 3 Shopping Center 10 820 146.77 ksf 62% 38% 140 85 225 10.0% 23 125 77 202 10.0% 20 113 69 182 36.3% 66 71 45 116 0.0% 0 71 45 116 4 5 6 7 8 9 10 11 12 13 14 15 ITE Land Use Code Ra eor Equa on Total: 1,459 988 2,447 10.0% 245 1,312 890 2,202 10% 220 1,181 801 1,982 7.9% 156 1,103 723 1,826 0.0% 0 1,103 723 1,826 222 710 820 Y-0.28*(X)+12.86 Y-0.94*(X)+26.49 Y-0.5*(X)+151.78 16% VOF Reduction Proposed Development Vehicle Trips Proposed Development Person -Trips (1.4 persons per vehicle) 176 116 292 927 607 1,534 1,298 850 2,148 Net New Vehicle Trips Net New Person -Trips (1.4 persons per vehicle) Note: (1) Based on City of Miami input, as a portion of the development is outside of the Miami DRI, 10% Multimodal factor and 10% pedestrian factor were used. K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Coles \Trip Gen\TRIP GEN 10_Redevelopment.xlsx: PRINT -AM PEAK HOUR 2/17/2020,6:23 PM NET NEW TRIPS IN OUT TOTAL 271 296 567 380 414 794 PM PEAK HOUR TRIP GENERATION COMPARISON This submittal needs to be scheduled fora pubic hearing In accordance wth timelines set forth In the City of Miami Code. The appdw de decision -making bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 EXISTING MAXIMUM ALLOWABLE DENSITY PM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION GROSS VOLUMES MULTIMODAL REDUCTION VOLUMES 10% PEDESTRIAN REDUCTION VOLUMES INTERNAL CAPTURE NET NEW EXTERNAL TRIPS PASS -BY CAPTURE NET NEW EXTERNAL TRIPS Land Use ITE Edition RE Code Scale ITE Units Percent In Out Total Percent MR Trips In Out Total Percent MR Trips In Out Total Percent IL Trips In Out Total Percent PB Trips In Out Total In Out G R O U P 1 1 Muamily Ho.ing (HIgh-Rise) 10 222 1456 du 61% 39% 307 197 504 10.0% 50 276 178 454 10.0% 45 248 161 409 24.7% 101 175 133 308 0.0% 0 175 133 308 2 cenea Office Building 10 710 967.56 ksf 16% 84% 157 826 983 10.0% 98 142 743 885 10.0% 89 128 668 796 4.9% 39 117 640 757 0.0% 0 117 640 757 3 Shopping nter 10 820 107.51 ksf 48% 52% 275 298 573 10.0% 57 248 268 516 10.0% 52 223 241 464 23.3% 108 183 173 356 34.0% 121 121 114 235 4 5 6 7 8 9 10 11 12 13 14 15 ITE Land Use Code Ra e or Equa ion Total: 739 1,321 2,060 10.0% 205 666 1,189 1,855 10.0% 186 599 1,070 1,669 14.9% 248 475 946 1,421 8.5% 121 413 887 1,300 222 710 820 Y=0.341(X)+8 56 LN(Y) = 0.951LN(X)+0.36 LN(Y) = 0.741LN(X)+2.89 16% VOF Reduction Existing Vehic e Trips Existing Person -Trips (1.4 persons per vehicle) 66 142 208 347 745 1,092 486 1,043 1,529 PROPOSED MAXIMUM ALLOWABLE DENSITY PM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION GROSS VOLUMES MULTIMODAL REDUCTION VOLUMES 10% PEDESTRIAN REDUCTION VOLUMES INTERNAL CAPTURE NET NEW EXTERNAL TRIPS PASS -BY CAPTURE NET NEW EXTERNAL TRIPS Land Use ITE Edition RE Code Scale ITE Units Percent In Out Total Percent MR Trips In Out Total Percent MR Trips In Out Total Percent IL Trips In Out Total Percent PB Trips In Out Total In Out G R O U P 2 1 Mulhfamily Ho.ing 1HIgh-Rise) 10 222 3360 du 61% 39% 702 449 1,151 10.0% 115 632 404 1,036 10.0% 104 568 364 932 15.0% 140 471 321 792 0.0% 0 471 321 792 2 cenea Office Building 10 710 1320.9 ksf 16% 84% 212 1,110 1,322 10.0% 132 191 999 1,190 10.0% 119 172 899 1,071 5.7% 61 151 859 1,010 0.0% 0 151 859 1,010 3 Shopping nter 10 820 146.77 ksf 48% 52% 347 375 722 10.0% 72 312 338 650 10.0% 65 281 304 585 23.1% 135 231 219 450 34.0% 153 152 145 297 4 5 6 7 8 9 10 11 12 13 14 15 ITE Land Use Code Rate or Equa ion Total: 1,261 1,934 3,195 10.0% 319 1,135 1,741 2,876 10.0% 288 1,021 1,567 2,588 13.0% 336 853 1,399 2,252 6.8% 153 774 1,325 2,099 222 710 820 Y=0.341(X)+8.56 LN(Y) = 0.951LN(X)+0.36 LN(Y) = 0.741LN(X)+2.89 16%VOF Reduction Proposed Development Vehic e Trips Proposed Development Person -Trips (1.4 persons per vehicle) 124 212 336 650 1,113 1,763 910 1,558 2,468 Proposed Development Vehicle Trips Proposed Development Person -Trips (1.4 persons per vehicle) Note: (1) Based on City of Miami input, as a portion of the development is outside of the Miami DRI, 10% Multimodal factor and 10% pedestrian factor were used. K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update \Gaits\Trip Gen TRIP GEN 10_Redevelopment. dsx: PRINT -PM PEAK HOUR 2/17/2020,6:23 PM NET NEW TRIPS IN OUT TOTAL 303 368 671 424 515 939 Internal Capture Reduction Calculations Methodology for A.M. Peak Hour and P.M. Peak Hour on the Trip Generation Handbook, 3rd Edition, published by the Institute of Transportation Methodology for Daily based on the average of the Unconstrained Rates for the A.M. Peak Hour and P.M. Peak Hour SUMMARY (EXISTING) 1— p d Z GROSS TRIP GENERATION Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 653 105 128 668 Retail 103 63 223 241 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 82 259 248 161 Hotel 0 0 0 0 838 427 599 1,070 OUTPUT INTERNAL TRIPS Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 23 29 11 28 Retail 32 20 40 68 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 2 8 73 28 Hotel 0 0 0 0 57 57 124 124 OUTPUT Total % Reduction 9.0% 14.9% Office 6.9% 4.9% Retail 31.3% 23.3% Restaurant Cinema/Entertainment Residential 2.9% 24.7% Hotel OUTPUT EXTERNAL TRIPS Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 630 76 117 640 Retail 71 43 183 173 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 80 251 175 133 Hotel 0 0 0 0 781 370 475 946 This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines 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 decla on. PZ-21-10809 08/20/21 Internal Capture Reduction Calculations Methodology for A.M. Peak Hour and P.M. Peak Hour on the Trip Generation Handbook, 3rd Edition, published by the Institute of Transportation Methodology for Daily based on the average of the Unconstrained Rates for the A.M. Peak Hour and P.M. Peak Hour SUMMARY (PROPOSED) 1— p d Z GROSS TRIP GENERATION Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 883 144 172 899 Retail 113 69 281 304 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 185 588 568 364 Hotel 0 0 0 0 1,181 801 1,021 1,567 OUTPUT INTERNAL TRIPS Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 32 36 21 40 Retail 42 24 50 85 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 4 18 97 43 Hotel 0 0 0 0 78 78 168 168 OUTPUT Total % Reduction 7.9% 13.0% Office 6.6% 5.7% Retail 36.3% 23.1% Restaurant Cinema/Entertainment Residential 2.8% 15.0% Hotel OUTPUT EXTERNAL TRIPS Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 851 108 151 859 Retail 71 45 231 219 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 181 570 471 321 Hotel 0 0 0 0 1,103 723 853 1,399 This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines 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 decla on. PZ-21-10809 08/20/21 4 PURL/ G 0 4- Q NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca decision -making body NOR redew the information at the pubc hearing to render a recommended on or a final decla on. PZ-21-10809 08/20/21 sN SEW cO�Qv Appendix E Cardinal -I np Distribution 20 2% 1%1% 1% 1% 4% 441 4% NW 82rd St rt 3% 3% 2% 2% 2% 2% 5% 5% 4% 3% 3% 3% 2% 15% 2% 1% 9% 17% 3% 5% 9% 9% ruw 6 „d st 5% 3% 2% 2% 1% 7% 9% 1%1%_ -.._. 4/ 2% 3% 2% 9% ttf 80th St 2% 3� 7% 11% 0 1% 2% 3% 6% ,2�yy/ o5 % 15% 2% 1% 2% 2% 16% 4% 8% 10% A 4% Ifad 4% 13% 26% NE .,1t2613 ° 10/ 6943% 5% 5% 31 5% 1W 1 z 21% 5%r11% Ex LP 2o o 3% 6th , 6 11 Z. 5% 3% 8% 5% 7. 5% 3% 110% 8% 8% 5% 3% 5% 11% 8% 8% 2% ,€ -n NA st f 69th St This submittal needs b be scheduled for a puboc hearing in accordance with timelines set forth in the City of Miami Code.The applica de decision -making bcdywill renew the infonnahon at the pubs hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 Cardinal Distribution for TAZ 383 17.10% 17% 9% 24.00% 24% Year 2 A..lied Perce 1.40% 1% 20% 21.50% 22% 4.50% 5% 2.20% 2% NOTICE This submittal needs to be'scheduled fora pubic hearing In acoorrlanre whh timelines set forth in the City of Miami Code. The appLIca decision -malting body NOR redew the information at the pubdc hearing to render a recommended on or a final decla on. PZ-21-10809 08/20/21 Miami -Dade 2040 Directional Distri • Q. l NOTICE Thls submRtal neatls b rcortlance wppLtdb Mlaml Cotle. The appli fe''''''e1o1o��°°°a"bep°b°°hee"°9t°,en` ,ec ,nentl�one,afinaltleeiaon. PZ-21-10809 08/20/21 �' tr schetluletl for a public he nes set forth In the City tte tlecisicn-making hotly f Origin TAZ Cardinal Directions County TAZ Regional TAZ NNE ENE ESE SSE SSW WSW WN �, 370 3270 TRIPS 1,040 1,083 826 1,608 1,360 859 91 A1� 370 3270 PERCENT 12.2 12.7 9.7 18.9 16.0 10.1 11.6 �REv1 41• EW G�O0 ,333 371 3271 TRIPS 42C 394 291 592 457 381 389 371 3271 PERCENT 12.6 11.8 8.7 17.8 13.7 11.4 11.7 12.3 372 3272 TRIPS 426 137 492 661 508 319 332 302 3,477 372 3272 PERCENT 12.3 12.6 14.2 19.0 14.6 9.2 9.6 8.7 373 3273 TRIPS 537 243 183 258 116 246 250 347 2,180 373 3273 PERCENT 24.6 11.2 8.4 11.8 5.3 11.3 11.5 15.9 374 3274 TRIPS 617 485 560 820 584 683 488 648 4,885 374 3274 PERCENT 12.6 9.9 11.5 16.8 12.0 14.0 10.0 13.3 375 3275 TRIPS 1,227 971 902 1,767 1,736 1,465 1,081 1,413 10,562 375 3275 PERCENT 11.6 9.2 8.5 16.7 16.4 13.9 10.2 13.4 376 3276 TRIPS 427 344 267 673 549 471 349 431 3,511 376 3276 PERCENT 12.2 9.8 7.6 19.2 15.6 13.4 9.9 12.3 377 3277 TRIPS 1,092 972 898 1,578 1,149 1,011 816 1,154 8,670 377 3277 PERCENT 12.6 11.2 10.4 18.2 13.3 11.7 9.4 13.3 378 3278 TRIPS 1,056 510 392 1,151 924 793 545 756 6,127 378 3278 PERCENT 17.2 8.3 6.4 18.8 15.1 12.9 8.9 12.3 379 3279 TRIPS 317 91 55 278 293 231 135 233 1,633 379 3279 PERCENT 19.4 5.6 3.4 17.0 17.9 14.2 8.3 14.3 380 3280 TRIPS 734 204 132 593 804 702 462 512 4,143 380 3280 PERCENT 17.7 4.9 3.2 14.3 19.4 16.9 11.2 12.4 381 3281 TRIPS 957 298 366 730 1,218 928 689 929 6,115 381 3281 PERCENT 15.7 4.9 6.0 11.9 19.9 15.2 11.3 15.2 382 3282 TRIPS 1,293 236 279 445 1,732 1,035 769 943 6,732 382 3282 PERCENT 19.2 3.5 4.1 6.6 25.7 15.4 11.4 14.0 383 3283 TRIPS 1,305 77 120 246 1,168 1,084 503 929 5,432 383 3283 PERCENT 24.0 1.4 2.2 4.5 21.5 20.0 9.3 17.1 384 3284 TRIPS 1,268 163 361 422 1,475 b 966 1,018 6,869 384 3284 PERCENT 18.5 2.4 5.3 6.1 21.5 17.4 14.1 14.8 385 3285 TRIPS 724 154 234 253 1,034 1,075 644 854 4,972 385 3285 PERCENT 14.6 3.1 4.7 5.1 20.8 21.6 13.0 17.2 386 3286 TRIPS 807 300 260 302 1,409 1,196 935 979 6,188 386 3286 PERCENT 13.0 4.9 4.2 4.9 22.8 19.3 15.1 15.8 387 3287 TRIPS 1,006 261 121 255 1,932 1,881 1,307 1,374 8,137 387 3287 PERCENT 12.4 3.2 1.5 3.1 23.7 23.1 16.1 16.9 388 3288 TRIPS 615 116 129 105 1,016 732 465 485 3,663 388 3288 PERCENT 16.8 3.2 3.5 2.9 27.7 20.0 12.7 13.2 389 3289 TRIPS 269 52 72 66 718 468 615 304 2,564 389 3289 PERCENT 10.5 2.0 2.8 2.6 28.0 18.3 24.0 11.9 390 3290 TRIPS 206 76 86 29 615 456 436 318 2,222 98 I MOBILITY OPTIONS PURL/ 4 0 4- Q NOTICE This submittal needs to be' scheduled fora pubic hearing In acoordanre whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubc hearing to render a recommended on or a final decM on. PZ-21-10809 08/20/21 sN SEW cO�Qv Appendix F Transit Data NE 167 St GOLDEN GLADES NORTH MIAMI PEAK ONLY (see schedule) SW / NW 2 Ave L►NW3St GVT Q CTR Z C/) I In� fA� SW2St DOWNTOWN HORACE MANN MIDDLE SCHOOL ,s, a) CV z a) E co Z 163 St a) CD < a CV Lf) T LU z 95 St 91 St NW 79 St a) CV Z MIAMI SHORES short turn LITTLE HAITI QWYNWOOD co z 20St [17 14St E (1) Z > (wee www.miamidade.gov/transit Q 311 (305.468.5900) TDD: 305.468.5402 0 MiamiDadeTransit © @IRideMDT O @IRideMDT IMB►MDT TRACKER / MDT TRANSIT WATCH This submittal needs to be scheduled for a pubic hearing in accordance wM1h timelines set forth in the City of Miami Ccde.The applic4 decision -malting bcdy will renew the Information at the pubic hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 NORTH 06/2016 MIAMPDADE COUNTY DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS Aventura Blvd / NE 199 St NORTH MIAMI BEACH a) T 171 / 167 St 172 St a T 163 St MIAMI SHORES UPPER EAST SIDE GVT CTR fermil „1 cd 2 Z DOWNTOWN BUS > TERMINAL a NE3St cd NW 1 St Flagler St SW/SE 1 St l r 163 ST MALL ARSHT CTR &OMNI BUS TERMINAL 17 Ter a > U co NORTH BOUND I / 14 St ( 7 13 St SOUTH BOUND 000 @GoMiamiDade MDT Tracker I EASY Pay Miami www.miamidade.gov/transit 311 or 305.468.5900 TTY/FIa Relay: 711 This submittal needs b be scheduled for a puboc hearing In accordance wM1h timelines set forth in the City of Miami Code. The applica de decision -malting bodywlll reNew the information at the pubc hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 NORTH 06/2019 M IAM I•DADE COUNTY - - - BEFORE 6 A.M. a) 0 w z Miami Gardens Dr. - NE 167 St ■ ■ ■ a) NORTH > MIAMI co w z 124 St —1-■ 123 St DOWNTOWN NE3St a) a"NW 1 ST GVT CTR z• SW/SE 1 St VJ N Miami Ave SE/NE 1 Ave 4-11 a) N w z NORTH 06/2019 This submittal needs to be scheduled fora public hearing In accordance whh Idmatinee set forth in the City of Miami Code. The appli d decision -making body will retrieve the information at the public hearing to render e re commendation or a final decision. PZ-21-10809 08/20/21 short turn MIAMI SHORES ■■—■■NE79St a) N w z LITTLE HAITI ■■—■■NE36St THE BUS TERMINAL AT AVENTURA MALL Board at Bay®9 167 ST a) TERMINAL > 1— 167 St a) co EDGEWATER j■■■17St a) 000 @GoMiamiDade www.miamidade.gov/transit SHORT TURN 167 St -, N a) J 163 St MDT Tracker I EASY Pay Miami 311 or 305.468.5900 TTY/FIa Relay: 711 M IAM I•DADE COUNTY PURL/ Route 10 Miami Gardens Dr a) Ei) W z Metrobus Terminal 167St i Home Depot NORTH f MIAMI BEACH NORTH MIAMI a) NE 125 St z NE 119 St MIAMI SHORES EL PORTAL a) N W z WYNWOOD LITTLE HAITI a) W z MIAMI NE 17 St NE15St I�hs /a11 NE 14 St m i O L <n CO 8 a) W z WaI-Mart The Mall at 163rd Street F NE 163 St NORTH MAP NOT TO SCALE 11/2014 Adrienne Arsht Center Metromover Station & Omni Metrobus Terminal nts,)' NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca decision -making body NOR redew the information at the pubc hearing to render a recommended on or a final decla on. PZ-21-10809 i=W 08/20/21 sN cO�Qv PU$1./ Route 16 NORTH MIAMI MIAMI SHORES EL PORTAL Arsht Performing Arts Metromover Station/ BusTerminal a) w z a) ✓ w z NE 125 St Bus Terminal NE 167 St Home Depot Wal-Mart H 163 St Mall NE 163 St a) r ▪ NE 159 St w NE 123 St 4 0 4- a. a) Lip z z a) CD w BISCAYNE PARK N Bayshore Dr 0 NORTH MAP NOT TO SCALE 12/2009 NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca decision -making body NOR redew the information at the pubc hearing to render a recommended on or a final decM on. NORTH MIAMI BEACH PZ-21-10809 08/20/21 sN EW cO�1\ INDUSTRIAL PARK (rush hours only; see schedule) 106 St ocis ej O NW This submittal needs to be scheduled fors public hearing In a cortlance with timelines set forth in the City of Miami Code. The applies Lie decision-mahing body will renew the information at the public hearing to render a recommendation or a final decision. PINEWOOD ■ HIALEAH T a) • 103 WESTLAND L Q 5i c\J . • • a) NW/NE W W/E49St/NW103St 95St z > MIAMI < CENTRAL ■ N. 00 SENIOR NORTH SHORE H.S. MEDICAL CTR > POLICE Q STA. MEMORIAL ti ■ PARK co 5\ HIA. GDNS ��°CITY '�`� ■ HALL g°r INDUST. > PARK TRIPS N. co No, /11"HIA. ▪ GDNS N CITY O -10 43 HALL I BISCAYNE > SHOPPING < PLAZA Ln W z 81 St NE79Stt www.miamidade.gov/transit DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS NE 96 St NORTH 02/2017 • INFORMATION : INFORMACION : ENFOMASYON MIAMI•DADE O ® ©@GoMiamiDade MDT TRACKER I EASY PAY MIAMI I MDT TRANSIT WATCH ilk 311 (305.468.5900) TDD: 305.468.5402 COUNTY NW 192 St a) N co z mi Gardens Dr (NW 186 St) Weekday Only NW 87 Ave U rn 1 w Miami Lakes Dr Montrose Rd _ (NW 154 St) Commerce Way W60St z Oak Ln NW 114 St Iur I WESTLAND > MALL Q . N W 49 St NW 112 St U > ti Q co co N z Short Turn and Weekends (N) MAP NOT TO SCALE 06/2015 Okeechobee Metrorail Station co I ■ ■ ■ ■ ■ ■ I W 20 St Hialeah Metrorail Station W&E21 St a) W18St > Q w Hialeah Dr METRORAIL NW 29 Ave NW 27 Ave Route 54 LIBERTY CITY U w a z NE58St n7 NW 54 St17.! Brownsville NW 53 St CIL) Metrorail . Station MIAMI 62 HIALEAH short turn E9St ^w LL t '.p TRIANGLE 9/ PARK 4 NORTH 08/2017 DR. MARTIN LIBERTY LUTHER KING, JR. CITY STATION NW27Ave ■■I NW/NE62St 0 0 a Pus(, o' y NOTICE This submittal needs to be scheduled fora pubic hearing in accordance wM1h Id matinee set forth in the City of Miami Cede.The appll®de decision -malting body renew the information at the pubic hearing to render a recommendation or a final decision. AUDREY M. EDMONSON TRANSIT VILLAGE PZ-21-10809 08/20/21 EviEw 0 a) c a U A,-62St; 61 St -* www.miamidade.gov/transit DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS INFORMATION : INFORMACION : ENFOMASYON O ©� ©GoMiamiDade MDT TRACKER I EASY PAY MIAMI I MDT TRANSIT WATCH O 311 OR 305.468.5900 (TDD: 305.468.5402) MIAMI•DADE COUNTY NW 27 Ave Northside Metrorial Station Street MAX NW 22 Ave NW 17 Ave r� NN N W Z Z Z Biscayne Blvd Harbor Island Dr NORTH MAP NOT TO SCALE 12/12 Collins Ave 73 St O 93 BISCAYNE MAX LIMITED STOPS 19 St to 163 St Aventura Blvd / NE 199 St MAKES ALL LOCAL STOPS NORTH OF 163 ST NORTH MIAMI MIAMI SHORES UPPER EAST SIDE GVT CTR I riun ',i DOWNTOWN BUS > TERMINAL c6 2cd z NW St NE3St Z Flagler St SW/SE1 St m 163 ST 151 ST 146 ST 135 ST NOTICE This submittal needs to be scheduled for public hearing In accordance wM1h timelines set forth in the City of Miami Code. The applica Lie decision -making bodywlll review the Information et the pubc hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 NORDSTROM 123 ST SANS SOUCI BLVD 107 ST 96 ST 91 ST 79 ST 70 ST (NORTHBOUND) 71 ST (SOUTHBOUND) 62 ST 54 ST -a • 36 ST 03 • 29ST a) • 19 ST U EDGEWATER MAKES ALL LOCAL STOPS SOUTH OF 19 ST 000 @GoMiamiDade MDT Tracker I EASY Pay Miami www.miamidade.gov/transit 311 or 305.468.5900 TTY/FIa Relay: 711 0 NORTH 06/2019 M IAM I•DADE COUNTY PURL/ a) a> 7,0 a a) Q TRI-RAIL 71- HIALEAH METRORAIL TRANSFER wE32St E25St I AMTRAK ` 1 MIAMI STATION Ja) m 4 O 4- Q NOTICE This submittal needs b be scheduled for a puboc hearing In accordance wM1h timelines set forth in the City of Miami Code. The applica de decision -malting bodywlll reNew the information at the pubc hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 Nest/ !EW COV ,•�dy = -- NW79St • ▪ 79StCswyTD o 11S Cu- D■ NORTH BAY Q — ■ VILLAGE to CO . 85 c a)■ c■ c■ v V m c 44 St ro c� > Q MIAMI C BEACH E 21 St HIALEAH LITTLE RIVER TRI-RAIL NORTHSIDE short turn METRORAIL STATION TRI-RAIL STATION AMTRAK STATION 0 NORTH 06/2019 a) a c 0 ao c MIAMI BEACHLE CONVENTION CENTER -41 17 St Lincoln Rd 0 ©© @GoMiamiDade MDT Tracker I EASY Pay Miami www.miamidade.gov/transit 311 or 305.468.5900 TTY/Fla Relay: 711 U M IAM I•DADE COUNTY Route 202 Little Haiti Connection a) ti z a) z Nw85.team.St a1 li �1 1< z1 1 in 1 1 1 1L NW 83 St (13 WEEKDAY MIDDAY TO BISCAYNE PLAZA This submittal needs to be scheduled for a public hearing In acoordanre 0M1h bmellnes set forth in the City of Miami Code. The applica decision -malting body will review the information at the pubdc hearing to render a recommendation or a final decld on. WEEKDAY MIDDAY TO NE 36 ST Biscayne >— > Shopping • NE 81 St Fd Plazaa);m m m m m m_I c_1 Q 1 1 0 NW 81 Stz �1 w 1 1 z1 NE79St zj1 IINW79St IL ...............'......f PZ-21-10809 08/20/21 Village Carver NW 83 St a) C Z NW/NE 71 St NW/NE 62 St Edison Middle School NW/NE 54 St Douglas ■ Gardens Post Office NE 39 St J 1 a) Miami Design Center a) N W Z • WEEKDAY MIDDAY ONLY Saba! Palm 4 NORTH MAP NOT TO SCALE NE 36 St 01.2011 Route 2 North ROUTE DIRECTION PEAK TIME STOP ID LOCATION Thlssoi m ar 2 INBOUND EARLY AM 02:45AM-05:59AM 0530 00026 NW 2 AV & 79 ST Miami wew 2 INBOUND EARLY AM 02:45AM-05:59AM 0554 00026 NW 2 AV & 79 ST 2 INBOUND EARLY AM 02:45AM-05:59AM 0555 00026 NW 2 AV & 79 ST 1 2 INBOUND AM PEAK 06:00AM-08:30AM 0600 00026 NW 2 AV & 79 ST 1.5 2 INBOUND AM PEAK 06:00AM-08:30AM 0625 00026 NW 2 AV & 79 ST 2.2 2 INBOUND AM PEAK 06:00AM-08:30AM 0630 00026 NW 2 AV & 79 ST 1.0 2 INBOUND AM PEAK 06:00AM-08:30AM 0630 00026 NW 2 AV & 79 ST 1.5 2 INBOUND AM PEAK 06:OOAM-08:30AM 0645 00026 NW 2 AV & 79 ST 9.3 2 INBOUND AM PEAK 06:OOAM-08:30AM 0700 00026 NW 2 AV & 79 ST 0.5 2 INBOUND AM PEAK 06:OOAM-08:30AM 0700 00026 NW 2 AV & 79 ST 5.0 2 INBOUND AM PEAK 06:OOAM-08:30AM 0705 00026 NW 2 AV & 79 ST 4.7 2 INBOUND AM PEAK 06:OOAM-08:30AM 0720 00026 NW 2 AV & 79 ST 3.5 2 INBOUND AM PEAK 06:OOAM-08:30AM 0725 00026 NW 2 AV & 79 ST 5.3 2 INBOUND AM PEAK 06:OOAM-08:30AM 0737 00026 NW 2 AV & 79 ST 3.0 2 INBOUND AM PEAK 06:OOAM-08:30AM 0740 00026 NW 2 AV & 79 ST 7.0 2 INBOUND AM PEAK 06:OOAM-08:30AM 0745 00026 NW 2 AV & 79 ST 2.1 2 INBOUND AM PEAK 06:OOAM-08:30AM 0805 00026 NW 2 AV & 79 ST 7.0 2 INBOUND AM PEAK 06:OOAM-08:30AM 0807 00026 NW 2 AV & 79 ST 2.0 2 INBOUND AM PEAK 06:OOAM-08:30AM 0820 00026 NW 2 AV & 79 ST 3.0 2 INBOUND AM PEAK 06:OOAM-08:30AM 0825 00026 NW 2 AV & 79 ST 9.0 2 INBOUND MIDDAY 08:30AM-02:59PM 0833 00026 NW 2 AV & 79 ST 6.7 2 INBOUND MIDDAY 08:30AM-02:59PM 0840 00026 NW 2 AV & 79 ST 10.0 2 INBOUND MIDDAY 08:30AM-02:59PM 0845 00026 NW 2 AV & 79 ST 4.7 2 INBOUND MIDDAY 08:30AM-02:59PM 0900 00026 NW 2 AV & 79 ST 3.0 2 INBOUND MIDDAY 08:30AM-02:59PM 0900 00026 NW 2 AV & 79 ST 3.5 2 INBOUND MIDDAY 08:30AM-02:59PM 0905 00026 NW 2 AV & 79 ST 8.1 2 INBOUND MIDDAY 08:30AM-02:59PM 0925 00026 NW 2 AV & 79 ST 7.2 2 INBOUND MIDDAY 08:30AM-02:59PM 0930 00026 NW 2 AV & 79 ST 6.0 2 INBOUND MIDDAY 08:30AM-02:59PM 0940 00026 NW 2 AV & 79 ST 7.5 2 INBOUND MIDDAY 08:30AM-02:59PM 0945 00026 NW 2 AV & 79 ST 5.1 2 INBOUND MIDDAY 08:30AM-02:59PM 1000 00026 NW 2 AV & 79 ST 6.0 2 INBOUND MIDDAY 08:30AM-02:59PM 1000 00026 NW 2 AV & 79 ST 4.3 2 INBOUND MIDDAY 08:30AM-02:59PM 1005 00026 NW 2 AV & 79 ST 6.4 2 INBOUND MIDDAY 08:30AM-02:59PM 1025 00026 NW 2 AV & 79 ST 6.2 2 INBOUND MIDDAY 08:30AM-02:59PM 1030 00026 NW 2 AV & 79 ST 7.0 2 INBOUND MIDDAY 08:30AM-02:59PM 1045 00026 NW 2 AV & 79 ST 4.3 2 INBOUND MIDDAY 08:30AM-02:59PM 1100 00026 NW 2 AV & 79 ST 4.0 2 INBOUND MIDDAY 08:30AM-02:59PM 1100 00026 NW 2 AV & 79 ST 1.0 2 INBOUND MIDDAY 08:30AM-02:59PM 1105 00026 NW 2 AV & 79 ST 8.5 2 INBOUND MIDDAY 08:30AM-02:59PM 1120 00026 NW 2 AV & 79 ST 2.0 2 INBOUND MIDDAY 08:30AM-02:59PM 1125 00026 NW 2 AV & 79 ST 8.3 2 INBOUND MIDDAY 08:30AM-02:59PM 1130 00026 NW 2 AV & 79 ST 7.3 2 INBOUND MIDDAY 08:30AM-02:59PM 1145 00026 NW 2 AV & 79 ST 4.3 2 INBOUND MIDDAY 08:30AM-02:59PM 1200 00026 NW 2 AV & 79 ST 2.0 NOTICE rmittal needs to be scheduled fora puboc hearing ccot and whh timelines set forth in the City of Code. The appLIca decision -malting body NOR The information at the pubec hearing to render a recommended on or a final decia on. PZ-21-10809 8/20/21 49.01 2 INBOUND MIDDAY 08:30AM-02:59PM 1205 00026 NW 2 AV & 79 ST • TV: Miami dew 2 INBOUND MIDDAY 08:30AM-02:59PM 1220 00026 NW 2 AV & 79 ST 2 INBOUND MIDDAY 08:30AM-02:59PM 1220 00026 NW 2 AV & 79 ST 2 INBOUND MIDDAY 08:30AM-02:59PM 1230 00026 NW 2 AV & 79 ST 2 INBOUND MIDDAY 08:30AM-02:59PM 1240 00026 NW 2 AV & 79 ST 2 INBOUND MIDDAY 08:30AM-02:59PM 1240 00026 NW 2 AV & 79 ST 6.0 2 INBOUND MIDDAY 08:30AM-02:59PM 1300 00026 NW 2 AV & 79 ST 7.6 2 INBOUND MIDDAY 08:30AM-02:59PM 1300 00026 NW 2 AV & 79 ST 5.7 2 INBOUND MIDDAY 08:30AM-02:59PM 1320 00026 NW 2 AV & 79 ST 6.3 2 INBOUND MIDDAY 08:30AM-02:59PM 1330 00026 NW 2 AV & 79 ST 1.0 2 INBOUND MIDDAY 08:30AM-02:59PM 1340 00026 NW 2 AV & 79 ST 4.9 2 INBOUND MIDDAY 08:30AM-02:59PM 1340 00026 NW 2 AV & 79 ST 5.5 2 INBOUND MIDDAY 08:30AM-02:59PM 1400 00026 NW 2 AV & 79 ST 18.7 2 INBOUND MIDDAY 08:30AM-02:59PM 1400 00026 NW 2 AV & 79 ST 4.0 2 INBOUND MIDDAY 08:30AM-02:59PM 1420 00026 NW 2 AV & 79 ST 7.6 2 INBOUND MIDDAY 08:30AM-02:59PM 1430 00026 NW 2 AV & 79 ST 4.3 2 INBOUND MIDDAY 08:30AM-02:59PM 1440 00026 NW 2 AV & 79 ST 6.8 2 INBOUND PM PEAK 03:OOPM-05:59PM 1500 00026 NW 2 AV & 79 ST 13.7 2 INBOUND PM PEAK 03:OOPM-05:59PM 1500 00026 NW 2 AV & 79 ST 4.0 2 INBOUND PM PEAK 03:OOPM-05:59PM 1500 00026 NW 2 AV & 79 ST 6.0 2 INBOUND PM PEAK 03:OOPM-05:59PM 1520 00026 NW 2 AV & 79 ST 6.7 2 INBOUND PM PEAK 03:OOPM-05:59PM 1520 00026 NW 2 AV & 79 ST 2.0 2 INBOUND PM PEAK 03:OOPM-05:59PM 1530 00026 NW 2 AV & 79 ST 1.0 2 INBOUND PM PEAK 03:OOPM-05:59PM 1540 00026 NW 2 AV & 79 ST 8.5 2 INBOUND PM PEAK 03:OOPM-05:59PM 1540 00026 NW 2 AV & 79 ST 8.0 2 INBOUND PM PEAK 03:OOPM-05:59PM 1600 00026 NW 2 AV & 79 ST 14.4 2 INBOUND PM PEAK 03:OOPM-05:59PM 1600 00026 NW 2 AV & 79 ST 4.5 2 INBOUND PM PEAK 03:OOPM-05:59PM 1620 00026 NW 2 AV & 79 ST 5.5 2 INBOUND PM PEAK 03:OOPM-05:59PM 1625 00026 NW 2 AV & 79 ST 5.8 2 INBOUND PM PEAK 03:OOPM-05:59PM 1630 00026 NW 2 AV & 79 ST 5.5 2 INBOUND PM PEAK 03:OOPM-05:59PM 1640 00026 NW 2 AV & 79 ST 7.0 2 INBOUND PM PEAK 03:OOPM-05:59PM 1645 00026 NW 2 AV & 79 ST 5.8 2 INBOUND PM PEAK 03:OOPM-05:59PM 1700 00026 NW 2 AV & 79 ST 3.0 2 INBOUND PM PEAK 03:OOPM-05:59PM 1700 00026 NW 2 AV & 79 ST 12.0 2 INBOUND PM PEAK 03:OOPM-05:59PM 1705 00026 NW 2 AV & 79 ST 14.4 2 INBOUND PM PEAK 03:OOPM-05:59PM 1725 00026 NW 2 AV & 79 ST 8.0 2 INBOUND PM PEAK 03:OOPM-05:59PM 1730 00026 NW 2 AV & 79 ST 2.0 2 INBOUND PM PEAK 03:OOPM-05:59PM 1745 00026 NW 2 AV & 79 ST 5.3 2 INBOUND EVENING 06:OOPM-07:59PM 1800 00026 NW 2 AV & 79 ST 7.0 2 INBOUND EVENING 06:OOPM-07:59PM 1800 00026 NW 2 AV & 79 ST 5.0 2 INBOUND EVENING 06:OOPM-07:59PM 1810 00026 NW 2 AV & 79 ST 7.5 2 INBOUND EVENING 06:OOPM-07:59PM 1830 00026 NW 2 AV & 79 ST 3.7 2 INBOUND EVENING 06:OOPM-07:59PM 1830 00026 NW 2 AV & 79 ST 2.0 2 INBOUND EVENING 06:OOPM-07:59PM 1830 00026 NW 2 AV & 79 ST 6.0 2 INBOUND EVENING 06:OOPM-07:59PM 1850 00026 NW 2 AV & 79 ST 4.6 2 INBOUND EVENING 06:OOPM-07:59PM 1910 00026 NW 2 AV & 79 ST 4.1 NOTICE retinal needs to be scheduled for a pubdc hearing cordance wkh timelines set form in the City of Code. The applicade decision -making body NOR The information at the pubc hearing to render a recommendation or a anal decision. PZ-21-10809 08/20/21 64.01 2 INBOUND EVENING 06:00PM-07:59PM 1910 00026 NW 2 AV & 79 ST . / 2 INBOUND EVENING 06:00PM-07:59PM 1935 00026 NW 2 AV & 79 ST Thlasoi In ac 2 INBOUND EVENING 06:00PM-07:59PM 1950 00026 NW 2 AV & 79 ST Wiaml "eW 2 INBOUND EVENING 06:00PM-07:59PM 1950 00026 NW 2 AV & 79 ST 2 INBOUND LATE NIGHT 08:00PM-03:00AM 2005 00026 NW 2 AV & 79 ST 2 INBOUND LATE NIGHT 08:00PM-03:00AM 2030 00026 NW 2 AV & 79 STD NW 2 AV & 79 ST 5.0 2 INBOUND LATE NIGHT 08:00PM-03:00AM 2035 00026 2 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2105 00026 NW 2 AV & 79 ST 2.7 2 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2110 00026 NW 2 AV & 79 ST 2.0 2 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2110 00026 NW 2 AV & 79 ST 2.0 2 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2215 00026 NW 2 AV & 79 ST 2.0 NOTICE rmittal needs to be scheduled fora puboc hearing ccot and whh timelines set forth in the City of Code. The appLIca decision -malting body dL The information at the pubec hearing to render a recommended on or a final decia on. PZ-21-10809 08/20/21 4 PURL/ Route 2 South ROUTE 2 2 DIRECTION OUTBOUND OUTBOUND PEAK EARLY AM 02:45AM-05:59AM EARLY AM 02:45AM-05:59AM TIME 0456 0521 STOP ID 00019 00019 LOCATION NW 2 AV & 79 S NW 2 AV & 79 ST NOTICE This submittal needs to be scheduled for a puboc hearing in acot and whh timelines set forth in the City of Miami Code. The appll®de decision -malting body will review the information at the pubec hearing to render a recommended on or a final decla on. 2 OUTBOUND EARLY AM 02:45AM-05:59AM 0523 00019 NW 2 AV & 79 ST 2 2 OUTBOUND OUTBOUND EARLY AM 02:45AM EARLY AM 02:45AM - 05:59AM - 05:59AM 0527 0527 00019 00019 NW 2 AV & 79 ST NW 2 AV & 79 ST 7.0 2 OUTBOUND EARLY AM 02:45AM-05:59AM 0555 00019 NW 2 AV & 79 ST 3.0 2 OUTBOUND EARLY AM 02:45AM-05:59AM 0558 00019 NW 2 AV & 79 ST 4.0 2 OUTBOUND AM PEAK 06:OOAM-08:30AM 0607 00019 NW 2 AV & 79 ST 11.2 2 OUTBOUND AM PEAK 06:OOAM-08:30AM 0616 00019 NW 2 AV & 79 ST 25.0 2 OUTBOUND AM PEAK 06:OOAM-08:30AM 0623 00019 NW 2 AV & 79 ST 17.5 2 OUTBOUND AM PEAK 06:OOAM-08:30AM 0625 00019 NW 2 AV & 79 ST 7.0 2 OUTBOUND AM PEAK 06:OOAM-08:30AM 0628 00019 NW 2 AV & 79 ST 2.0 2 OUTBOUND AM PEAK 06:OOAM-08:30AM 0645 00019 NW 2 AV & 79 ST 3.0 2 OUTBOUND AM PEAK 06:OOAM-08:30AM 0658 00019 NW 2 AV & 79 ST 12.6 2 OUTBOUND AM PEAK 06:OOAM-08:30AM 0705 00019 NW 2 AV & 79 ST 1.0 2 OUTBOUND AM PEAK 06:OOAM-08:30AM 0705 00019 NW 2 AV & 79 ST 3.5 2 OUTBOUND AM PEAK 06:OOAM-08:30AM 0709 00019 NW 2 AV & 79 ST 11.6 2 OUTBOUND AM PEAK 06:OOAM-08:30AM 0718 00019 NW 2 AV & 79 ST 13.6 2 OUTBOUND AM PEAK 06:OOAM-08:30AM 0735 00019 NW 2 AV & 79 ST 5.0 2 OUTBOUND AM PEAK 06:OOAM-08:30AM 0745 00019 NW 2 AV & 79 ST 0.0 2 OUTBOUND AM PEAK 06:OOAM-08:30AM 0758 00019 NW 2 AV & 79 ST 5.6 2 OUTBOUND AM PEAK 06:OOAM-08:30AM 0759 00019 NW 2 AV & 79 ST 4.7 2 OUTBOUND AM PEAK 06:OOAM-08:30AM 0805 00019 NW 2 AV & 79 ST 4.5 2 OUTBOUND AM PEAK 06:OOAM-08:30AM 0808 00019 NW 2 AV & 79 ST 13.0 2 OUTBOUND AM PEAK 06:OOAM-08:30AM 0817 00019 NW 2 AV & 79 ST 10.6 2 OUTBOUND AM PEAK 06:OOAM-08:30AM 0825 00019 NW 2 AV & 79 ST 2.0 2 OUTBOUND AM PEAK 06:OOAM-08:30AM 0826 00019 NW 2 AV & 79 ST 3.5 2 OUTBOUND MIDDAY 08:30AM-02:59PM 0856 00019 NW 2 AV & 79 ST 9.0 2 OUTBOUND MIDDAY 08:30AM-02:59PM 0859 00019 NW 2 AV & 79 ST 6.7 2 OUTBOUND MIDDAY 08:30AM-02:59PM 0905 00019 NW 2 AV & 79 ST 6.0 2 OUTBOUND MIDDAY 08:30AM-02:59PM 0919 00019 NW 2 AV & 79 ST 8.8 2 OUTBOUND MIDDAY 08:30AM-02:59PM 0925 00019 NW 2 AV & 79 ST 4.5 2 OUTBOUND MIDDAY 08:30AM-02:59PM 0926 00019 NW 2 AV & 79 ST 10.3 2 OUTBOUND MIDDAY 08:30AM-02:59PM 0931 00019 NW 2 AV & 79 ST 12.8 2 OUTBOUND MIDDAY 08:30AM-02:59PM 0939 00019 NW 2 AV & 79 ST 8.4 2 OUTBOUND MIDDAY 08:30AM-02:59PM 0954 00019 NW 2 AV & 79 ST 4.5 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1019 00019 NW 2 AV & 79 ST 7.9 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1024 00019 NW 2 AV & 79 ST 4.0 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1025 00019 NW 2 AV & 79 ST 9.5 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1032 00019 NW 2 AV & 79 ST 11.0 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1039 00019 NW 2 AV & 79 ST 5.3 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1045 00019 NW 2 AV & 79 ST 8.0 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1054 00019 NW 2 AV & 79 ST 9.7 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1120 00019 NW 2 AV & 79 ST 6.6 PZ-21-10809 08/20/21 Ew CO ' 58.0 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1124 00019 NW 2 AV & 79 S 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1129 00019 NW 2 AV & 79 S. 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1135 00019 NW 2 AV & 79 S Miami G we.h 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1145 00019 NW 2 AV & 79 ST 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1154 00019 NW 2 AV & 79 ST 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1205 00019 NW 2 AV & 79 ST 10.1 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1215 00019 NW 2 AV & 79 ST 8.7 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1224 00019 NW 2 AV & 79 ST 5.0 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1227 00019 NW 2 AV & 79 ST 10.6 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1235 00019 NW 2 AV & 79 ST 7.0 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1254 00019 NW 2 AV & 79 ST 13.0 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1305 00019 NW 2 AV & 79 ST 7.0 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1313 00019 NW 2 AV & 79 ST 9.7 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1325 00019 NW 2 AV & 79 ST 9.0 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1327 00019 NW 2 AV & 79 ST 18.3 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1333 00019 NW 2 AV & 79 ST 6.9 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1354 00019 NW 2 AV & 79 ST 7.3 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1413 00019 NW 2 AV & 79 ST 4.3 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1424 00019 NW 2 AV & 79 ST 6.0 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1425 00019 NW 2 AV & 79 ST 7.0 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1426 00019 NW 2 AV & 79 ST 14.7 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1433 00019 NW 2 AV & 79 ST 7.0 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1445 00019 NW 2 AV & 79 ST 6.0 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1454 00019 NW 2 AV & 79 ST 2.0 2 OUTBOUND PM PEAK 03:OOPM-05:59PM 1505 00019 NW 2 AV & 79 ST 6.0 2 OUTBOUND PM PEAK 03:OOPM-05:59PM 1512 00019 NW 2 AV & 79 ST 8.8 2 OUTBOUND PM PEAK 03:OOPM-05:59PM 1524 00019 NW 2 AV & 79 ST 9.0 2 OUTBOUND PM PEAK 03:OOPM-05:59PM 1529 00019 NW 2 AV & 79 ST 18.5 2 OUTBOUND PM PEAK 03:OOPM-05:59PM 1537 00019 NW 2 AV & 79 ST 5.5 2 OUTBOUND PM PEAK 03:OOPM-05:59PM 1545 00019 NW 2 AV & 79 ST 3.5 2 OUTBOUND PM PEAK 03:OOPM-05:59PM 1554 00019 NW 2 AV & 79 ST 11.5 2 OUTBOUND PM PEAK 03:OOPM-05:59PM 1605 00019 NW 2 AV & 79 ST 6.0 2 OUTBOUND PM PEAK 03:OOPM-05:59PM 1617 00019 NW 2 AV & 79 ST 11.6 2 OUTBOUND PM PEAK 03:OOPM-05:59PM 1624 00019 NW 2 AV & 79 ST 1.0 2 OUTBOUND PM PEAK 03:OOPM-05:59PM 1625 00019 NW 2 AV & 79 ST 5.0 2 OUTBOUND PM PEAK 03:OOPM-05:59PM 1632 00019 NW 2 AV & 79 ST 10.3 2 OUTBOUND PM PEAK 03:OOPM-05:59PM 1637 00019 NW 2 AV & 79 ST 8.0 2 OUTBOUND PM PEAK 03:OOPM-05:59PM 1654 00019 NW 2 AV & 79 ST 6.0 2 OUTBOUND PM PEAK 03:OOPM-05:59PM 1724 00019 NW 2 AV & 79 ST 5.5 2 OUTBOUND PM PEAK 03:OOPM-05:59PM 1724 00019 NW 2 AV & 79 ST 3.0 2 OUTBOUND PM PEAK 03:OOPM-05:59PM 1725 00019 NW 2 AV & 79 ST 4.0 2 OUTBOUND PM PEAK 03:OOPM-05:59PM 1734 00019 NW 2 AV & 79 ST 12.8 2 OUTBOUND PM PEAK 03:OOPM-05:59PM 1744 00019 NW 2 AV & 79 ST 5.8 2 OUTBOUND PM PEAK 03:OOPM-05:59PM 1756 00019 NW 2 AV & 79 ST 6.0 2 OUTBOUND PM PEAK 03:OOPM-05:59PM 1756 00019 NW 2 AV & 79 ST 18.0 2 OUTBOUND EVENING 06:OOPM-07:59PM 1824 00019 NW 2 AV & 79 ST 6.3 NOTICE iMal needs to be scheduled fora puboc hearing etlance whh timelines set forth in the City of ntle. The appLIca decision -malting body NOR e information at the pubec hearing to render a recommended on or a final decia on. PZ-21-10809 08/20/21 2 OUTBOUND EVENING 06:00PM-07:59PM 1824 00019 NW 2 AV & 79 S ! + This subn In accc 2 OUTBOUND EVENING 06:00PM-07:59PM 1836 00019 NW 2 AV & 79 S * 2 OUTBOUND EVENING 06:00PM-07:59PM 1916 00019 NW 2 AV & 79 S wlaml e "eM" 2 OUTBOUND EVENING 06:00PM-07:59PM 1916 00019 NW 2 AV & 79 ST IP 2 OUTBOUND EVENING 06:00PM-07:59PM 1926 00019 NW 2 AV & 79 ST '9,t:t. I:a 2 OUTBOUND EVENING 06:00PM-07:59PM 1931 00019 NW 2 AV & 79 ST 2 OUTBOUND EVENING 06:00PM-07:59PM 1956 00019 NW 2 AV & 79 ST 5.0 2 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2026 00019 NW 2 AV & 79 ST 5.7 2 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2036 00019 NW 2 AV & 79 ST 6.0 2 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2036 00019 NW 2 AV & 79 ST 2.0 2 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2122 00019 NW 2 AV & 79 ST 3.4 to Pu$L,o op 49 GCO Q 0 NOTICE iitlal needs to be scheduled for a public hearing vaancewhh timelines set forth in the city of ntle. The appLIca decision -malting body NOR e information at the pubec hearing to render a recommended on or a final decia on. PZ-21-10809 08/20/21 Route 3 North ICI N submittal nee, accordance Cede, The P; R� ROUTE DIRECTION PEAK TIME STOP ID LOCATION 3 INBOUND EARLY AM 02:45AM-05:59AM 0515 00044 This BISCAYNE BLVD & In Miernl 3 INBOUND EARLY AM 02:45AM-05:59AM 0515 00044 BISCAYNE BLVD & re"ewtheInom 3 INBOUND EARLY AM 02:45AM-05:59AM 0515 00044 BISCAYNE BLVD & N 3 INBOUND EARLY AM 02:45AM-05:59AM 0535 00044 BISCAYNE BLVD & NE 3 INBOUND EARLY AM 02:45AM-05:59AM 0555 00044 BISCAYNE BLVD & NE 79 3 INBOUND AM PEAK 06:00AM-08:30AM 0605 00044 BISCAYNE BLVD & NE 79 ST 3 INBOUND AM PEAK 06:OOAM-08:30AM 0615 00044 BISCAYNE BLVD & NE 79 ST 11.3 3 INBOUND AM PEAK 06:OOAM-08:30AM 0630 00044 BISCAYNE BLVD & NE 79 ST 4.0 3 INBOUND AM PEAK 06:OOAM-08:30AM 0635 00044 BISCAYNE BLVD & NE 79 ST 18.0 3 INBOUND AM PEAK 06:OOAM-08:30AM 0650 00044 BISCAYNE BLVD & NE 79 ST 36.5 3 INBOUND AM PEAK 06:OOAM-08:30AM 0655 00044 BISCAYNE BLVD & NE 79 ST 12.3 3 INBOUND AM PEAK 06:OOAM-08:30AM 0714 00044 BISCAYNE BLVD & NE 79 ST 15.0 3 INBOUND AM PEAK 06:OOAM-08:30AM 0720 00044 BISCAYNE BLVD & NE 79 ST 0.0 3 INBOUND AM PEAK 06:OOAM-08:30AM 0732 00044 BISCAYNE BLVD & NE 79 ST 27.5 3 INBOUND AM PEAK 06:OOAM-08:30AM 0750 00044 BISCAYNE BLVD & NE 79 ST 21.0 3 INBOUND AM PEAK 06:OOAM-08:30AM 0750 00044 BISCAYNE BLVD & NE 79 ST 20.0 3 INBOUND AM PEAK 06:OOAM-08:30AM 0800 00044 BISCAYNE BLVD & NE 79 ST 17.0 3 INBOUND AM PEAK 06:OOAM-08:30AM 0808 00044 BISCAYNE BLVD & NE 79 ST 34.7 3 INBOUND AM PEAK 06:OOAM-08:30AM 0820 00044 BISCAYNE BLVD & NE 79 ST 1.0 3 INBOUND AM PEAK 06:OOAM-08:30AM 0826 00044 BISCAYNE BLVD & NE 79 ST 18.7 3 INBOUND MIDDAY08:30AM-02:59PM 0844 00044 BISCAYNE BLVD & NE 79 ST 28.4 3 INBOUND MIDDAY08:30AM-02:59PM 0900 00044 BISCAYNE BLVD & NE 79 ST 14.5 3 INBOUND MIDDAY08:30AM-02:59PM 0902 00044 BISCAYNE BLVD & NE 79 ST 16.3 3 INBOUND MIDDAY08:30AM-02:59PM 0920 00044 BISCAYNE BLVD & NE 79 ST 14.0 3 INBOUND MIDDAY08:30AM-02:59PM 0930 00044 BISCAYNE BLVD & NE 79 ST 34.0 3 INBOUND MIDDAY08:30AM-02:59PM 0932 00044 BISCAYNE BLVD & NE 79 ST 13.0 3 INBOUND MIDDAY08:30AM-02:59PM 0940 00044 BISCAYNE BLVD & NE 79 ST 13.0 3 INBOUND MIDDAY08:30AM-02:59PM 0950 00044 BISCAYNE BLVD & NE 79 ST 26.0 3 INBOUND MIDDAY08:30AM-02:59PM 1002 00044 BISCAYNE BLVD & NE 79 ST 13.0 3 INBOUND MIDDAY08:30AM-02:59PM 1010 00044 BISCAYNE BLVD & NE 79 ST 19.5 3 INBOUND MIDDAY08:30AM-02:59PM 1030 00044 BISCAYNE BLVD & NE 79 ST 17.0 3 INBOUND MIDDAY08:30AM-02:59PM 1032 00044 BISCAYNE BLVD & NE 79 ST 20.3 3 INBOUND MIDDAY08:30AM-02:59PM 1050 00044 BISCAYNE BLVD & NE 79 ST 22.0 3 INBOUND MIDDAY08:30AM-02:59PM 1102 00044 BISCAYNE BLVD & NE 79 ST 14.7 3 INBOUND MIDDAY08:30AM-02:59PM 1110 00044 BISCAYNE BLVD & NE 79 ST 18.0 3 INBOUND MIDDAY08:30AM-02:59PM 1120 00044 BISCAYNE BLVD & NE 79 ST 31.0 3 INBOUND MIDDAY08:30AM-02:59PM 1132 00044 BISCAYNE BLVD & NE 79 ST 18.0 3 INBOUND MIDDAY08:30AM-02:59PM 1140 00044 BISCAYNE BLVD & NE 79 ST 21.0 3 INBOUND MIDDAY08:30AM-02:59PM 1202 00044 BISCAYNE BLVD & NE 79 ST 21.0 3 INBOUND MIDDAY08:30AM-02:59PM 1230 00044 BISCAYNE BLVD & NE 79 ST 13.0 3 INBOUND MIDDAY08:30AM-02:59PM 1232 00044 BISCAYNE BLVD & NE 79 ST 20.3 3 INBOUND MIDDAY08:30AM-02:59PM 1250 00044 BISCAYNE BLVD & NE 79 ST 41.0 3 INBOUND MIDDAY08:30AM-02:59PM 1300 00044 BISCAYNE BLVD & NE 79 ST 20.0 3 INBOUND MIDDAY08:30AM-02:59PM 1302 00044 BISCAYNE BLVD & NE 79 ST 28.8 3 INBOUND MIDDAY08:30AM-02:59PM 1320 00044 BISCAYNE BLVD & NE 79 ST 26.0 3 INBOUND MIDDAY08:30AM-02:59PM 1330 00044 BISCAYNE BLVD & NE 79 ST 23.0 3 INBOUND MIDDAY08:30AM-02:59PM 1332 00044 BISCAYNE BLVD & NE 79 ST 12.3 3 INBOUND MIDDAY08:30AM-02:59PM 1350 00044 BISCAYNE BLVD & NE 79 ST 48.0 3 INBOUND MIDDAY08:30AM-02:59PM 1402 00044 BISCAYNE BLVD & NE 79 ST 38.0 3 INBOUND MIDDAY08:30AM-02:59PM 1410 00044 BISCAYNE BLVD & NE 79 ST 17.0 3 INBOUND MIDDAY08:30AM-02:59PM 1420 00044 BISCAYNE BLVD & NE 79 ST 22.0 3 INBOUND MIDDAY08:30AM-02:59PM 1430 00044 BISCAYNE BLVD & NE 79 ST 30.0 3 INBOUND MIDDAY08:30AM-02:59PM 1432 00044 BISCAYNE BLVD & NE 79 ST 13.7 3 INBOUND MIDDAY08:30AM-02:59PM 1450 00044 BISCAYNE BLVD & NE 79 ST 16.0 3 INBOUND PM PEAK 03:OOPM-05:59PM 1500 00044 BISCAYNE BLVD & NE 79 ST 19.7 3 INBOUND PM PEAK 03:OOPM-05:59PM 1502 00044 BISCAYNE BLVD & NE 79 ST 24.7 3 INBOUND PM PEAK 03:OOPM-05:59PM 1520 00044 BISCAYNE BLVD & NE 79 ST 26.0 3 INBOUND PM PEAK 03:OOPM-05:59PM 1520 00044 BISCAYNE BLVD & NE 79 ST 37.0 3 INBOUND PM PEAK 03:OOPM-05:59PM 1538 00044 BISCAYNE BLVD & NE 79 ST 20.5 3 INBOUND PM PEAK 03:OOPM-05:59PM 1550 00044 BISCAYNE BLVD & NE 79 ST 25.0 3 INBOUND PM PEAK 03:OOPM-05:59PM 1556 00044 BISCAYNE BLVD & NE 79 ST 23.5 3 INBOUND PM PEAK 03:OOPM-05:59PM 1610 00044 BISCAYNE BLVD & NE 79 ST 42.0 )TICE Is to be scheduled bra public hearing fl h bmellnes set forth in the City of ppli®de decision-mahing body will Non at the public hearing to render a endatlon or a final decivon. -21-10809 8/20/21 141.01 3 INBOUND PM PEAK 03:00PM-05:59PM 1614 00044 BISCAYNE BLVD & This In Miami rewewtne N submittal neei accordance Code, The rorecom p; 3 INBOUND PM PEAK 03:00PM-05:59PM 1620 00044 BISCAYNE BLVD & 3 INBOUND PM PEAK 03:00PM-05:59PM 1630 00044 BISCAYNE BLVD & 3 INBOUND PM PEAK 03:00PM-05:59PM 1632 00044 BISCAYNE BLVD & 3 INBOUND PM PEAK 03:00PM-05:59PM 1640 00044 BISCAYNE BLVD & N 3 INBOUND PM PEAK 03:00PM-05:59PM 1650 00044 BISCAYNE BLVD & NE 3 INBOUND PM PEAK 03:OOPM-05:59PM 1700 00044 BISCAYNE BLVD & NE 79 3 INBOUND PM PEAK 03:OOPM-05:59PM 1708 00044 BISCAYNE BLVD & NE 79 ST 3 INBOUND PM PEAK 03:OOPM-05:59PM 1710 00044 BISCAYNE BLVD & NE 79 ST 24. 3 INBOUND PM PEAK 03:OOPM-05:59PM 1720 00044 BISCAYNE BLVD & NE 79 ST 31.0 3 INBOUND PM PEAK 03:OOPM-05:59PM 1726 00044 BISCAYNE BLVD & NE 79 ST 22.3 3 INBOUND PM PEAK 03:OOPM-05:59PM 1730 00044 BISCAYNE BLVD & NE 79 ST 41.0 3 INBOUND PM PEAK 03:OOPM-05:59PM 1740 00044 BISCAYNE BLVD & NE 79 ST 34.0 3 INBOUND PM PEAK 03:OOPM-05:59PM 1744 00044 BISCAYNE BLVD & NE 79 ST 13.3 3 INBOUND PM PEAK 03:OOPM-05:59PM 1750 00044 BISCAYNE BLVD & NE 79 ST 20.0 3 INBOUND EVENING 06:OOPM-07:59PM 1800 00044 BISCAYNE BLVD & NE 79 ST 15.5 3 INBOUND EVENING 06:OOPM-07:59PM 1802 00044 BISCAYNE BLVD & NE 79 ST 15.3 3 INBOUND EVENING 06:OOPM-07:59PM 1810 00044 BISCAYNE BLVD & NE 79 ST 31.0 3 INBOUND EVENING 06:OOPM-07:59PM 1820 00044 BISCAYNE BLVD & NE 79 ST 19.8 3 INBOUND EVENING 06:OOPM-07:59PM 1830 00044 BISCAYNE BLVD & NE 79 ST 21.0 3 INBOUND EVENING 06:OOPM-07:59PM 1830 00044 BISCAYNE BLVD & NE 79 ST 27.7 3 INBOUND EVENING 06:OOPM-07:59PM 1838 00044 BISCAYNE BLVD & NE 79 ST 14.0 3 INBOUND EVENING 06:OOPM-07:59PM 1856 00044 BISCAYNE BLVD & NE 79 ST 8.0 3 INBOUND EVENING 06:OOPM-07:59PM 1900 00044 BISCAYNE BLVD & NE 79 ST 28.5 3 INBOUND EVENING 06:OOPM-07:59PM 1910 00044 BISCAYNE BLVD & NE 79 ST 21.0 3 INBOUND EVENING 06:OOPM-07:59PM 1914 00044 BISCAYNE BLVD & NE 79 ST 18.0 3 INBOUND EVENING 06:OOPM-07:59PM 1930 00044 BISCAYNE BLVD & NE 79 ST 7.0 3 INBOUND EVENING 06:OOPM-07:59PM 1932 00044 BISCAYNE BLVD & NE 79 ST 10.5 3 INBOUND EVENING 06:OOPM-07:59PM 1950 00044 BISCAYNE BLVD & NE 79 ST 18.0 3 INBOUND EVENING 06:OOPM-07:59PM 1950 00044 BISCAYNE BLVD & NE 79 ST 17.0 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2000 00044 BISCAYNE BLVD & NE 79 ST 25.0 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2010 00044 BISCAYNE BLVD & NE 79 ST 18.1 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2010 00044 BISCAYNE BLVD & NE 79 ST 22.7 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2030 00044 BISCAYNE BLVD & NE 79 ST 8.0 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2030 00044 BISCAYNE BLVD & NE 79 ST 20.0 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2040 00044 BISCAYNE BLVD & NE 79 ST 21.8 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2050 00044 BISCAYNE BLVD & NE 79 ST 12.0 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2100 00044 BISCAYNE BLVD & NE 79 ST 51.0 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2110 00044 BISCAYNE BLVD & NE 79 ST 17.9 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2130 00044 BISCAYNE BLVD & NE 79 ST 15.5 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2140 00044 BISCAYNE BLVD & NE 79 ST 19.0 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2140 00044 BISCAYNE BLVD & NE 79 ST 18.5 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2210 00044 BISCAYNE BLVD & NE 79 ST 21.0 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2210 00044 BISCAYNE BLVD & NE 79 ST 27.0 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2240 00044 BISCAYNE BLVD & NE 79 ST 16.0 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2240 00044 BISCAYNE BLVD & NE 79 ST 14.0 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2340 00044 BISCAYNE BLVD & NE 79 ST 23.0 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2340 00044 BISCAYNE BLVD & NE 79 ST 26.0 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2340 00044 BISCAYNE BLVD & NE 79 ST 22.0 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2410 00044 BISCAYNE BLVD & NE 79 ST 29.0 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2440 00044 BISCAYNE BLVD & NE 79 ST 14.7 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2440 00044 BISCAYNE BLVD & NE 79 ST 25.0 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2440 00044 BISCAYNE BLVD & NE 79 ST 22.5 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2510 00044 BISCAYNE BLVD & NE 79 ST 18.0 3 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2510 00044 BISCAYNE BLVD & NE 79 ST 6.0 TICE Is to be scheduled bra public hearing fth tlmellnes set forth in the City of ppli®de decision-mahing body will Non at the public hearing to render a endation or a final decision. -21-10809 8/20/21 Route 3 South * ' This ✓� submftal In accortlan Miami Code. remewthein ROUTE DIRECTION PEAK TIME STOP ID LOCATION 3 OUTBOUND EARLY AM 02:45AM-05:59AM 0426 00037 BISCAYNE BLVD & N 3 OUTBOUND EARLY AM 02:45AM-05:59AM 0456 00037 BISCAYNE BLVD & N 3 OUTBOUND EARLY AM 02:45AM-05:59AM 0459 00037 BISCAYNE BLVD & NE 3 OUTBOUND EARLY AM 02:45AM-05:59AM 0517 00037 BISCAYNE BLVD & NE 7 3 OUTBOUND EARLY AM 02:45AM-05:59AM 0519 00037 BISCAYNE BLVD & NE 79 3 OUTBOUND EARLY AM 02:45AM-05:59AM 0533 00037 BISCAYNE BLVD & NE 79 ST 3 OUTBOUND EARLY AM 02:45AM-05:59AM 0543 00037 BISCAYNE BLVD & NE 79 ST 39.5 3 OUTBOUND EARLY AM 02:45AM-05:59AM 0548 00037 BISCAYNE BLVD & NE 79 ST 22.3 3 OUTBOUND AM PEAK 06:OOAM-08:30AM 0603 00037 BISCAYNE BLVD & NE 79 ST 36.5 3 OUTBOUND AM PEAK 06:OOAM-08:30AM 0610 00037 BISCAYNE BLVD & NE 79 ST 0.0 3 OUTBOUND AM PEAK 06:OOAM-08:30AM 0618 00037 BISCAYNE BLVD & NE 79 ST 29.0 3 OUTBOUND AM PEAK 06:OOAM-08:30AM 0633 00037 BISCAYNE BLVD & NE 79 ST 30.5 3 OUTBOUND AM PEAK 06:OOAM-08:30AM 0635 00037 BISCAYNE BLVD & NE 79 ST 22.7 3 OUTBOUND AM PEAK 06:OOAM-08:30AM 0640 00037 BISCAYNE BLVD & NE 79 ST 22.0 3 OUTBOUND AM PEAK 06:OOAM-08:30AM 0648 00037 BISCAYNE BLVD & NE 79 ST 22.0 3 OUTBOUND AM PEAK 06:OOAM-08:30AM 0700 00037 BISCAYNE BLVD & NE 79 ST 20.5 3 OUTBOUND AM PEAK 06:OOAM-08:30AM 0704 00037 BISCAYNE BLVD & NE 79 ST 22.2 3 OUTBOUND AM PEAK 06:OOAM-08:30AM 0721 00037 BISCAYNE BLVD & NE 79 ST 27.7 3 OUTBOUND AM PEAK 06:OOAM-08:30AM 0740 00037 BISCAYNE BLVD & NE 79 ST 18.0 3 OUTBOUND AM PEAK 06:OOAM-08:30AM 0749 00037 BISCAYNE BLVD & NE 79 ST 11.7 3 OUTBOUND AM PEAK 06:OOAM-08:30AM 0759 00037 BISCAYNE BLVD & NE 79 ST 15.0 3 OUTBOUND AM PEAK 06:OOAM-08:30AM 0802 00037 BISCAYNE BLVD & NE 79 ST 26.0 3 OUTBOUND AM PEAK 06:OOAM-08:30AM 0814 00037 BISCAYNE BLVD & NE 79 ST 25.0 3 OUTBOUND AM PEAK 06:OOAM-08:30AM 0819 00037 BISCAYNE BLVD & NE 79 ST 26.0 3 OUTBOUND AM PEAK 06:OOAM-08:30AM 0820 00037 BISCAYNE BLVD & NE 79 ST 25.8 3 OUTBOUND MIDDAY08:30AM-02:59PM 0834 00037 BISCAYNE BLVD & NE 79ST 19.0 3 OUTBOUND MIDDAY08:30AM-02:59PM 0849 00037 BISCAYNE BLVD & NE 79ST 24.7 3 OUTBOUND MIDDAY08:30AM-02:59PM 0851 00037 BISCAYNE BLVD & NE 79ST 27.0 3 OUTBOUND MIDDAY08:30AM-02:59PM 0911 00037 BISCAYNE BLVD & NE 79ST 0.0 3 OUTBOUND MIDDAY08:30AM-02:59PM 0920 00037 BISCAYNE BLVD & NE 79ST 28.7 3 OUTBOUND MIDDAY08:30AM-02:59PM 0931 00037 BISCAYNE BLVD & NE 79ST 21.5 3 OUTBOUND MIDDAY08:30AM-02:59PM 0945 00037 BISCAYNE BLVD & NE 79ST 13.0 3 OUTBOUND MIDDAY08:30AM-02:59PM 0950 00037 BISCAYNE BLVD & NE 79ST 32.0 3 OUTBOUND MIDDAY08:30AM-02:59PM 1005 00037 BISCAYNE BLVD & NE 79ST 15.0 3 OUTBOUND MIDDAY08:30AM-02:59PM 1019 00037 BISCAYNE BLVD & NE 79ST 33.3 3 OUTBOUND MIDDAY08:30AM-02:59PM 1045 00037 BISCAYNE BLVD & NE 79ST 16.5 3 OUTBOUND MIDDAY08:30AM-02:59PM 1049 00037 BISCAYNE BLVD & NE 79ST 33.8 3 OUTBOUND MIDDAY08:30AM-02:59PM 1051 00037 BISCAYNE BLVD & NE 79ST 19.0 3 OUTBOUND MIDDAY08:30AM-02:59PM 1111 00037 BISCAYNE BLVD & NE 79ST 18.0 3 OUTBOUND MIDDAY08:30AM-02:59PM 1119 00037 BISCAYNE BLVD & NE 79ST 27.8 3 OUTBOUND MIDDAY08:30AM-02:59PM 1125 00037 BISCAYNE BLVD & NE 79ST 22.0 3 OUTBOUND MIDDAY08:30AM-02:59PM 1150 00037 BISCAYNE BLVD & NE 79ST 23.7 3 OUTBOUND MIDDAY08:30AM-02:59PM 1151 00037 BISCAYNE BLVD & NE 79ST 16.0 3 OUTBOUND MIDDAY08:30AM-02:59PM 1211 00037 BISCAYNE BLVD & NE 79ST 31.0 3 OUTBOUND MIDDAY08:30AM-02:59PM 1220 00037 BISCAYNE BLVD & NE 79ST 28.5 3 OUTBOUND MIDDAY08:30AM-02:59PM 1231 00037 BISCAYNE BLVD & NE 79ST 35.0 3 OUTBOUND MIDDAY08:30AM-02:59PM 1250 00037 BISCAYNE BLVD & NE 79ST 23.7 3 OUTBOUND MIDDAY08:30AM-02:59PM 1251 00037 BISCAYNE BLVD & NE 79ST 37.0 3 OUTBOUND MIDDAY08:30AM-02:59PM 1311 00037 BISCAYNE BLVD & NE 79ST 16.0 3 OUTBOUND MIDDAY08:30AM-02:59PM 1319 00037 BISCAYNE BLVD & NE 79ST 16.3 3 OUTBOUND MIDDAY08:30AM-02:59PM 1325 00037 BISCAYNE BLVD & NE 79ST 15.0 3 OUTBOUND MIDDAY08:30AM-02:59PM 1337 00037 BISCAYNE BLVD & NE 79ST 24.0 3 OUTBOUND MIDDAY08:30AM-02:59PM 1345 00037 BISCAYNE BLVD & NE 79ST 18.0 3 OUTBOUND MIDDAY08:30AM-02:59PM 1354 00037 BISCAYNE BLVD & NE 79ST 18.5 3 OUTBOUND MIDDAY08:30AM-02:59PM 1411 00037 BISCAYNE BLVD & NE 79ST 25.0 3 OUTBOUND MIDDAY08:30AM-02:59PM 1412 00037 BISCAYNE BLVD & NE 79ST 16.3 3 OUTBOUND MIDDAY08:30AM-02:59PM 1430 00037 BISCAYNE BLVD & NE 79ST 13.7 3 OUTBOUND MIDDAY08:30AM-02:59PM 1431 00037 BISCAYNE BLVD & NE 79ST 24.0 3 OUTBOUND MIDDAY08:30AM-02:59PM 1445 00037 BISCAYNE BLVD & NE 79ST 8.0 3 OUTBOUND MIDDAY08:30AM-02:59PM 1446 00037 BISCAYNE BLVD & NE 79ST 16.8 3 OUTBOUND MIDDAY08:30AM-02:59PM 1451 00037 BISCAYNE BLVD & NE 79ST 24.3 3 OUTBOUND PM PEAK 03:OOPM-05:59PM 1505 00037 BISCAYNE BLVD & NE 79 ST 22.0 3 OUTBOUND PM PEAK 03:OOPM-05:59PM 1505 00037 BISCAYNE BLVD & NE 79 ST 6.0 OTICE eetls to be scheduled bra public hearing evottll b mellnes setforth in the City of he appli®de decision-mahing body NOR rmation at the public hearing to render a ended on or a final decia on. Z-21-10809 08/20/21 174.0 3 OUTBOUND PM PEAK 03:00PM-05:59PM 1523 00037 r BISCAYNE BLVD & N11 I This submittal In accorban Miami Cade resiewffienk nw R, 3 OUTBOUND PM PEAK 03:00PM-05:59PM 1533 00037 BISCAYNE BLVD & N 3 OUTBOUND PM PEAK 03:00PM-05:59PM 1541 00037 BISCAYNE BLVD & N 3 OUTBOUND PM PEAK 03:00PM-05:59PM 1545 00037 BISCAYNE BLVD & N 3 OUTBOUND PM PEAK 03:00PM-05:59PM 1552 00037 BISCAYNE BLVD & NE 3 OUTBOUND PM PEAK 03:00PM-05:59PM 1600 00037 BISCAYNE BLVD & NE 7 3 OUTBOUND PM PEAK 03:OOPM-05:59PM 1605 00037 BISCAYNE BLVD & NE 79 3 OUTBOUND PM PEAK 03:OOPM-05:59PM 1612 00037 BISCAYNE BLVD & NE 79 ST 3 OUTBOUND PM PEAK 03:OOPM-05:59PM 1617 00037 BISCAYNE BLVD & NE 79 ST 33.5 3 OUTBOUND PM PEAK 03:OOPM-05:59PM 1625 00037 BISCAYNE BLVD & NE 79 ST 11.5 3 OUTBOUND PM PEAK 03:OOPM-05:59PM 1632 00037 BISCAYNE BLVD & NE 79 ST 22.0 3 OUTBOUND PM PEAK 03:OOPM-05:59PM 1635 00037 BISCAYNE BLVD & NE 79 ST 22.2 3 OUTBOUND PM PEAK 03:OOPM-05:59PM 1652 00037 BISCAYNE BLVD & NE 79 ST 17.0 3 OUTBOUND PM PEAK 03:OOPM-05:59PM 1654 00037 BISCAYNE BLVD & NE 79 ST 16.0 3 OUTBOUND PM PEAK 03:OOPM-05:59PM 1656 00037 BISCAYNE BLVD & NE 79 ST 26.7 3 OUTBOUND PM PEAK 03:OOPM-05:59PM 1712 00037 BISCAYNE BLVD & NE 79 ST 15.5 3 OUTBOUND PM PEAK 03:OOPM-05:59PM 1729 00037 BISCAYNE BLVD & NE 79 ST 22.0 3 OUTBOUND PM PEAK 03:OOPM-05:59PM 1731 00037 BISCAYNE BLVD & NE 79 ST 19.0 3 OUTBOUND PM PEAK 03:OOPM-05:59PM 1734 00037 BISCAYNE BLVD & NE 79 ST 22.0 3 OUTBOUND PM PEAK 03:OOPM-05:59PM 1751 00037 BISCAYNE BLVD & NE 79 ST 12.5 3 OUTBOUND PM PEAK 03:OOPM-05:59PM 1754 00037 BISCAYNE BLVD & NE 79 ST 19.0 3 OUTBOUND EVENING 06:OOPM-07:59PM 1814 00037 BISCAYNE BLVD & NE 79 ST 15.7 3 OUTBOUND EVENING 06:OOPM-07:59PM 1817 00037 BISCAYNE BLVD & NE 79 ST 22.0 3 OUTBOUND EVENING 06:OOPM-07:59PM 1831 00037 BISCAYNE BLVD & NE 79 ST 13.0 3 OUTBOUND EVENING 06:OOPM-07:59PM 1834 00037 BISCAYNE BLVD & NE 79 ST 19.4 3 OUTBOUND EVENING 06:OOPM-07:59PM 1838 00037 BISCAYNE BLVD & NE 79 ST 16.3 3 OUTBOUND EVENING 06:OOPM-07:59PM 1858 00037 BISCAYNE BLVD & NE 79 ST 16.0 3 OUTBOUND EVENING 06:OOPM-07:59PM 1901 00037 BISCAYNE BLVD & NE 79 ST 18.0 3 OUTBOUND EVENING 06:OOPM-07:59PM 1905 00037 BISCAYNE BLVD & NE 79 ST 19.7 3 OUTBOUND EVENING 06:OOPM-07:59PM 1918 00037 BISCAYNE BLVD & NE 79 ST 23.0 3 OUTBOUND EVENING 06:OOPM-07:59PM 1931 00037 BISCAYNE BLVD & NE 79 ST 16.0 3 OUTBOUND EVENING 06:OOPM-07:59PM 1938 00037 BISCAYNE BLVD & NE 79 ST 22.1 3 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2000 00037 BISCAYNE BLVD & NE 79 ST 13.5 3 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2002 00037 BISCAYNE BLVD & NE 79 ST 13.5 3 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2010 00037 BISCAYNE BLVD & NE 79 ST 19.8 3 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2023 00037 BISCAYNE BLVD & NE 79 ST 15.5 3 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2040 00037 BISCAYNE BLVD & NE 79 ST 26.0 3 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2041 00037 BISCAYNE BLVD & NE 79 ST 28.0 3 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2110 00037 BISCAYNE BLVD & NE 79 ST 9.0 3 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2113 00037 BISCAYNE BLVD & NE 79 ST 18.0 3 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2214 00037 BISCAYNE BLVD & NE 79 ST 12.2 3 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2218 00037 BISCAYNE BLVD & NE 79 ST 13.0 3 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2218 00037 BISCAYNE BLVD & NE 79 ST 4.5 3 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2249 00037 BISCAYNE BLVD & NE 79 ST 13.4 3 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2254 00037 BISCAYNE BLVD & NE 79 ST 12.0 3 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2323 00037 BISCAYNE BLVD & NE 79 ST 8.7 3 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2328 00037 BISCAYNE BLVD & NE 79 ST 19.5 3 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2329 00037 BISCAYNE BLVD & NE 79 ST 5.0 3 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2353 00037 BISCAYNE BLVD & NE 79 ST 8.0 3 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2359 00037 BISCAYNE BLVD & NE 79 ST 6.0 3 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2423 00037 BISCAYNE BLVD & NE 79 ST 6.0 3 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2428 00037 BISCAYNE BLVD & NE 79 ST 3.0 3 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2559 00037 BISCAYNE BLVD & NE 79 ST 4.0 OTICE eetls to be scheduled bra public hearing whh bmellnes set forth in the City of he appli®Lie decision-mahing body NOR rmatlon at the public hearing to render a nmendatlon or a final tleclaon. Z-21-10809 08/20/21 186.01 . Vv Route 9 North I NOTII al^eedsmbee^heda� accortlana whh tlmel nea set' Cmtle.The appli®de becisie m"°^atthep°°°` d�onnrafin. PZ-21-10t 08/20/2' ROUTE DIRECTION PEAK TIME STOP ID LOCATION hlaaobm In 9 INBOUND EARLY AM 02:45AM-05:59AM 0458 00092 NE 2 AV & 79 ST Mlaml wewheo 9 INBOUND EARLY AM 02:45AM-05:59AM 0535 00092 NE 2 AV & 79 ST J+ 9 INBOUND EARLY AM 02:45AM-05:59AM 0548 00092 NE 2 AV & 79 ST 8.�.0 9 INBOUND AM PEAK 06:00AM-08:30AM 0600 00092 NE 2 AV & 79 ST 17.0 REV11=W 9 INBOUND AM PEAK 06:00AM-08:30AM 0605 00092 NE 2 AV & 79 ST 9.5 9 INBOUND AM PEAK 06:00AM-08:30AM 0630 00092 NE 2 AV & 79 ST 15.4 9 INBOUND AM PEAK 06:00AM-08:30AM 0635 00092 NE 2 AV & 79 ST 5.0 9 INBOUND AM PEAK 06:OOAM-08:30AM 0642 00092 NE 2 AV & 79 ST 9.0 9 INBOUND AM PEAK 06:OOAM-08:30AM 0654 00092 NE 2 AV & 79 ST 10.3 9 INBOUND AM PEAK 06:OOAM-08:30AM 0705 00092 NE 2 AV & 79 ST 17.0 9 INBOUND AM PEAK 06:OOAM-08:30AM 0708 00092 NE 2 AV & 79 ST 15.8 9 INBOUND AM PEAK 06:OOAM-08:30AM 0720 00092 NE 2 AV & 79 ST 9.7 9 INBOUND AM PEAK 06:OOAM-08:30AM 0732 00092 NE 2 AV & 79 ST 12.0 9 INBOUND AM PEAK 06:OOAM-08:30AM 0735 00092 NE 2 AV & 79 ST 18.0 9 INBOUND AM PEAK 06:OOAM-08:30AM 0744 00092 NE 2 AV & 79 ST 13.0 9 INBOUND AM PEAK 06:OOAM-08:30AM 0756 00092 NE 2 AV & 79 ST 17.0 9 INBOUND AM PEAK 06:OOAM-08:30AM 0808 00092 NE 2 AV & 79 ST 9.5 9 INBOUND AM PEAK 06:OOAM-08:30AM 0820 00092 NE 2 AV & 79 ST 12.5 9 INBOUND MIDDAY 08:30AM-02:59PM 0832 00092 NE 2 AV & 79 ST 10.8 9 INBOUND MIDDAY 08:30AM-02:59PM 0835 00092 NE 2 AV & 79 ST 27.0 9 INBOUND MIDDAY 08:30AM-02:59PM 0835 00092 NE 2 AV & 79 ST 17.0 125.0 9 INBOUND MIDDAY 08:30AM-02:59PM 0844 00092 NE 2 AV & 79 ST 18.5 9 INBOUND MIDDAY 08:30AM-02:59PM 0856 00092 NE 2 AV & 79 ST 10.2 9 INBOUND MIDDAY 08:30AM-02:59PM 0905 00092 NE 2 AV & 79 ST 18.0 9 INBOUND MIDDAY 08:30AM-02:59PM 0905 00092 NE 2 AV & 79 ST 14.5 9 INBOUND MIDDAY 08:30AM-02:59PM 0908 00092 NE 2 AV & 79 ST 17.6 9 INBOUND MIDDAY 08:30AM-02:59PM 0935 00092 NE 2 AV & 79 ST 15.0 9 INBOUND MIDDAY 08:30AM-02:59PM 0937 00092 NE 2 AV & 79 ST 19.0 9 INBOUND MIDDAY 08:30AM-02:59PM 1005 00092 NE 2 AV & 79 ST 13.0 9 INBOUND MIDDAY 08:30AM-02:59PM 1035 00092 NE 2 AV & 79 ST 26.0 9 INBOUND MIDDAY 08:30AM-02:59PM 1037 00092 NE 2 AV & 79 ST 29.2 9 INBOUND MIDDAY 08:30AM-02:59PM 1105 00092 NE 2 AV & 79 ST 28.0 9 INBOUND MIDDAY 08:30AM-02:59PM 1107 00092 NE 2 AV & 79 ST 12.0 9 INBOUND MIDDAY 08:30AM-02:59PM 1135 00092 NE 2 AV & 79 ST 19.0 9 INBOUND MIDDAY 08:30AM-02:59PM 1137 00092 NE 2 AV & 79 ST 21.2 9 INBOUND MIDDAY 08:30AM-02:59PM 1205 00092 NE 2 AV & 79 ST 19.0 9 INBOUND MIDDAY 08:30AM-02:59PM 1205 00092 NE 2 AV & 79 ST 11.0 9 INBOUND MIDDAY 08:30AM-02:59PM 1207 00092 NE 2 AV & 79 ST 24.5 9 INBOUND MIDDAY 08:30AM-02:59PM 1235 00092 NE 2 AV & 79 ST 21.0 9 INBOUND MIDDAY 08:30AM-02:59PM 1235 00092 NE 2 AV & 79 ST 16.3 9 INBOUND MIDDAY 08:30AM-02:59PM 1237 00092 NE 2 AV & 79 ST 26.0 9 INBOUND MIDDAY 08:30AM-02:59PM 1305 00092 NE 2 AV & 79 ST 39.0 9 INBOUND MIDDAY 08:30AM-02:59PM 1307 00092 NE 2 AV & 79 ST 27.4 9 INBOUND MIDDAY 08:30AM-02:59PM 1315 00092 NE 2 AV & 79 ST 15.7 E 1 bra public hearing orth in the City of n-rnakIng body%E hearing to render iI tleciaon. 09 . Vv 9 INBOUND MIDDAY 08:30AM-02:59PM 1335 00092 NE 2 AV & 79 ST NOTI1 Cmtle.The appli®de becisie m"°natthep°°°` d�onnrafin. PZ-21-10t 08/20/2' 9 INBOUND MIDDAY 08:30AM-02:59PM 1335 00092 NE 2 AV & 79 ST 9 INBOUND MIDDAY 08:30AM-02:59PM 1337 00092 NE 2 AV & 79 ST Mlarnl weaheo 9 INBOUND MIDDAY 08:30AM-02:59PM 1350 00092 NE 2 AV & 79 ST J'ix, 9 INBOUND MIDDAY 08:30AM-02:59PM 1405 00092 NE 2 AV & 79 ST 1 144.. 9.0 9 INBOUND MIDDAY 08:30AM-02:59PM 1405 00092 NE 2 AV & 79 ST "Pt V1EW 9 INBOUND MIDDAY 08:30AM-02:59PM 1420 00092 NE 2 AV & 79 ST 15.6 9 INBOUND MIDDAY 08:30AM-02:59PM 1435 00092 NE 2 AV & 79 ST 11.0 9 INBOUND MIDDAY 08:30AM-02:59PM 1435 00092 NE 2 AV & 79 ST 17.0 9 INBOUND MIDDAY 08:30AM-02:59PM 1437 00092 NE 2 AV & 79 ST 22.8 9 INBOUND MIDDAY 08:30AM-02:59PM 1450 00092 NE 2 AV & 79 ST 20.8 9 INBOUND MIDDAY 08:30AM-02:59PM 1458 00092 NE 2 AV & 79 ST 17.0 9 INBOUND PM PEAK 03:OOPM-05:59PM 1505 00092 NE 2 AV & 79 ST 8.0 9 INBOUND PM PEAK 03:OOPM-05:59PM 1512 00092 NE 2 AV & 79 ST 15.0 9 INBOUND PM PEAK 03:OOPM-05:59PM 1524 00092 NE 2 AV & 79 ST 16.0 9 INBOUND PM PEAK 03:OOPM-05:59PM 1535 00092 NE 2 AV & 79 ST 14.0 9 INBOUND PM PEAK 03:OOPM-05:59PM 1535 00092 NE 2 AV & 79 ST 18.0 9 INBOUND PM PEAK 03:OOPM-05:59PM 1536 00092 NE 2 AV & 79 ST 28.8 9 INBOUND PM PEAK 03:OOPM-05:59PM 1548 00092 NE 2 AV & 79 ST 19.8 9 INBOUND PM PEAK 03:OOPM-05:59PM 1600 00092 NE 2 AV & 79 ST 22.0 9 INBOUND PM PEAK 03:OOPM-05:59PM 1605 00092 NE 2 AV & 79 ST 21.7 9 INBOUND PM PEAK 03:OOPM-05:59PM 1612 00092 NE 2 AV & 79 ST 30.5 9 INBOUND PM PEAK 03:OOPM-05:59PM 1626 00092 NE 2 AV & 79 ST 19.0 9 INBOUND PM PEAK 03:OOPM-05:59PM 1635 00092 NE 2 AV & 79 ST 14.0 9 INBOUND PM PEAK 03:OOPM-05:59PM 1636 00092 NE 2 AV & 79 ST 25.3 9 INBOUND PM PEAK 03:OOPM-05:59PM 1648 00092 NE 2 AV & 79 ST 13.0 9 INBOUND PM PEAK 03:OOPM-05:59PM 1700 00092 NE 2 AV & 79 ST 30.4 9 INBOUND PM PEAK 03:OOPM-05:59PM 1705 00092 NE 2 AV & 79 ST 30.5 9 INBOUND PM PEAK 03:OOPM-05:59PM 1712 00092 NE 2 AV & 79 ST 22.2 185.0 9 INBOUND PM PEAK 03:OOPM-05:59PM 1724 00092 NE 2 AV & 79 ST 20.3 9 INBOUND PM PEAK 03:OOPM-05:59PM 1735 00092 NE 2 AV & 79 ST 15.0 9 INBOUND PM PEAK 03:OOPM-05:59PM 1736 00092 NE 2 AV & 79 ST 19.6 9 INBOUND PM PEAK 03:OOPM-05:59PM 1748 00092 NE 2 AV & 79 ST 20.0 9 INBOUND EVENING 06:OOPM-07:59PM 1800 00092 NE 2 AV & 79 ST 20.0 9 INBOUND EVENING 06:OOPM-07:59PM 1810 00092 NE 2 AV & 79 ST 24.0 9 INBOUND EVENING 06:OOPM-07:59PM 1835 00092 NE 2 AV & 79 ST 13.0 9 INBOUND EVENING 06:OOPM-07:59PM 1840 00092 NE 2 AV & 79 ST 18.9 9 INBOUND EVENING 06:OOPM-07:59PM 1905 00092 NE 2 AV & 79 ST 22.0 9 INBOUND EVENING 06:OOPM-07:59PM 1905 00092 NE 2 AV & 79 ST 12.0 9 INBOUND EVENING 06:OOPM-07:59PM 1906 00092 NE 2 AV & 79 ST 20.0 9 INBOUND EVENING 06:OOPM-07:59PM 1936 00092 NE 2 AV & 79 ST 16.7 9 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2006 00092 NE 2 AV & 79 ST 10.8 9 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2036 00092 NE 2 AV & 79 ST 9.0 9 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2106 00092 NE 2 AV & 79 ST 8.6 9 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2135 00092 NE 2 AV & 79 ST 10.3 9 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2205 00092 NE 2 AV & 79 ST 21.0 E bra public hearing arth in the City of mahing body%E hearing to render I aeuaon 09 9 INBOUND LATE NIGHT 08:00PM-03:00AM 2205 00092 NE 2 AV & 79 ST • 1 9 INBOUND LATE NIGHT 08:00PM-03:00AM 2243 00092 NE 2 AV & 79 ST 9 INBOUND LATE NIGHT 08:00PM-03:00AM 2327 00092 NE 2 AV & 79 ST 1 NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlancewhh timelines set forth in the City of Miami Code. The appLI®de decision -malting body will renew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 08/20/21 Route 9 South ROUTE DIRECTION PEAK TIME STOP ID LOCATION ;sae 9 OUTBOUND EARLY AM 02:45AM-05:59AM 0442 00089 NE 2 AV & 79 ST rcWr 9 OUTBOUND EARLY AM 02:45AM-05:59AM 0509 00089 NE 2 AV & 79 ST 9 OUTBOUND EARLY AM 02:45AM-05:59AM 0515 00089 NE 2 AV & 79 ST 1 9 OUTBOUND EARLY AM 02:45AM-05:59AM 0523 00089 NE 2 AV & 79 ST 23.0 9 OUTBOUND EARLY AM 02:45AM-05:59AM 0532 00089 NE 2 AV & 79 ST 20.2 9 OUTBOUND EARLY AM 02:45AM-05:59AM 0539 00089 NE 2 AV & 79 ST 16.8 9 OUTBOUND EARLY AM 02:45AM-05:59AM 0541 00089 NE 2 AV & 79 ST 18.0 9 OUTBOUND EARLY AM 02:45AM-05:59AM 0550 00089 NE 2 AV & 79 ST 20.1 9 OUTBOUND AM PEAK 06:OOAM-08:30AM 0603 00089 NE 2 AV & 79 ST 23.8 9 OUTBOUND AM PEAK 06:OOAM-08:30AM 0603 00089 NE 2 AV & 79 ST 20.0 9 OUTBOUND AM PEAK 06:OOAM-08:30AM 0610 00089 NE 2 AV & 79 ST 18.0 9 OUTBOUND AM PEAK 06:OOAM-08:30AM 0613 00089 NE 2 AV & 79 ST 36.5 9 OUTBOUND AM PEAK 06:OOAM-08:30AM 0620 00089 NE 2 AV & 79 ST 20.3 9 OUTBOUND AM PEAK 06:OOAM-08:30AM 0625 00089 NE 2 AV & 79 ST 17.0 9 OUTBOUND AM PEAK 06:OOAM-08:30AM 0639 00089 NE 2 AV & 79 ST 19.3 9 OUTBOUND AM PEAK 06:OOAM-08:30AM 0645 00089 NE 2 AV & 79 ST 23.0 9 OUTBOUND AM PEAK 06:OOAM-08:30AM 0703 00089 NE 2 AV & 79 ST 27.5 9 OUTBOUND AM PEAK 06:OOAM-08:30AM 0713 00089 NE 2 AV & 79 ST 16.0 9 OUTBOUND AM PEAK 06:OOAM-08:30AM 0721 00089 NE 2 AV & 79 ST 16.8 9 OUTBOUND AM PEAK 06:OOAM-08:30AM 0727 00089 NE 2 AV & 79 ST 28.5 9 OUTBOUND AM PEAK 06:OOAM-08:30AM 0739 00089 NE 2 AV & 79 ST 20.7 9 OUTBOUND AM PEAK 06:OOAM-08:30AM 0740 00089 NE 2 AV & 79 ST 27.0 9 OUTBOUND AM PEAK 06:OOAM-08:30AM 0747 00089 NE 2 AV & 79 ST 25.0 9 OUTBOUND AM PEAK 06:OOAM-08:30AM 0752 00089 NE 2 AV & 79 ST 29.8 9 OUTBOUND AM PEAK 06:OOAM-08:30AM 0815 00089 NE 2 AV & 79 ST 31.0 9 OUTBOUND MIDDAY 08:30AM-02:59PM 0836 00089 NE 2 AV & 79 ST 26.0 9 OUTBOUND MIDDAY 08:30AM-02:59PM 0848 00089 NE 2 AV & 79 ST 19.6 9 OUTBOUND MIDDAY 08:30AM-02:59PM 0859 00089 NE 2 AV & 79 ST 16.0 9 OUTBOUND MIDDAY 08:30AM-02:59PM 0900 00089 NE 2 AV & 79 ST 18.8 9 OUTBOUND MIDDAY 08:30AM-02:59PM 0918 00089 NE 2 AV & 79 ST 14.3 9 OUTBOUND MIDDAY 08:30AM-02:59PM 0929 00089 NE 2 AV & 79 ST 25.0 9 OUTBOUND MIDDAY 08:30AM-02:59PM 0948 00089 NE 2 AV & 79 ST 25.2 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1007 00089 NE 2 AV & 79 ST 21.0 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1018 00089 NE 2 AV & 79 ST 36.0 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1029 00089 NE 2 AV & 79 ST 26.0 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1037 00089 NE 2 AV & 79 ST 36.0 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1048 00089 NE 2 AV & 79 ST 20.7 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1059 00089 NE 2 AV & 79 ST 30.0 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1107 00089 NE 2 AV & 79 ST 14.3 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1118 00089 NE 2 AV & 79 ST 21.0 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1137 00089 NE 2 AV & 79 ST 7.0 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1148 00089 NE 2 AV & 79 ST 32.4 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1159 00089 NE 2 AV & 79 ST 15.5 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1207 00089 NE 2 AV & 79 ST 11.0 NOTICE bmitlal needs to be scheduled fora puboc hearing aorbana whh timelines set forth in the City of Code. The appLIca decision -malting body will wThe information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 8/20/21 192.0 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1229 00089 NE 2 AV & 79 ST . / 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1237 00089 NE 2 AV & 79 ST Thl;n'a 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1244 00089 NE 2 AV & 79 ST rcWe 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1259 00089 NE 2 AV & 79 ST 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1305 00089 NE 2 AV & 79 ST 1 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1307 00089 NE 2 AV & 79 ST 23.0 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1316 00089 NE 2 AV & 79 ST 11.0 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1337 00089 NE 2 AV & 79 ST 11.0 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1340 00089 NE 2 AV & 79 ST 18.2 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1359 00089 NE 2 AV & 79 ST 32.0 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1403 00089 NE 2 AV & 79 ST 16.7 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1407 00089 NE 2 AV & 79 ST 16.0 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1417 00089 NE 2 AV & 79 ST 11.5 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1427 00089 NE 2 AV & 79 ST 16.8 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1435 00089 NE 2 AV & 79 ST 17.0 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1438 00089 NE 2 AV & 79 ST 12.3 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1439 00089 NE 2 AV & 79 ST 17.6 9 OUTBOUND PM PEAK 03:OOPM-05:59PM 1502 00089 NE 2 AV & 79 ST 13.8 9 OUTBOUND PM PEAK 03:OOPM-05:59PM 1505 00089 NE 2 AV & 79 ST 13.0 9 OUTBOUND PM PEAK 03:OOPM-05:59PM 1507 00089 NE 2 AV & 79 ST 19.7 9 OUTBOUND PM PEAK 03:OOPM-05:59PM 1525 00089 NE 2 AV & 79 ST 12.0 9 OUTBOUND PM PEAK 03:OOPM-05:59PM 1526 00089 NE 2 AV & 79 ST 18.0 9 OUTBOUND PM PEAK 03:OOPM-05:59PM 1529 00089 NE 2 AV & 79 ST 12.3 9 OUTBOUND PM PEAK 03:OOPM-05:59PM 1538 00089 NE 2 AV & 79 ST 10.2 9 OUTBOUND PM PEAK 03:OOPM-05:59PM 1553 00089 NE 2 AV & 79 ST 17.4 9 OUTBOUND PM PEAK 03:OOPM-05:59PM 1603 00089 NE 2 AV & 79 ST 15.4 9 OUTBOUND PM PEAK 03:OOPM-05:59PM 1605 00089 NE 2 AV & 79 ST 20.0 9 OUTBOUND PM PEAK 03:OOPM-05:59PM 1629 00089 NE 2 AV & 79 ST 12.6 9 OUTBOUND PM PEAK 03:OOPM-05:59PM 1630 00089 NE 2 AV & 79 ST 14.0 9 OUTBOUND PM PEAK 03:OOPM-05:59PM 1648 00089 NE 2 AV & 79 ST 19.2 9 OUTBOUND PM PEAK 03:OOPM-05:59PM 1656 00089 NE 2 AV & 79 ST 7.0 9 OUTBOUND PM PEAK 03:OOPM-05:59PM 1715 00089 NE 2 AV & 79 ST 12.0 9 OUTBOUND PM PEAK 03:OOPM-05:59PM 1735 00089 NE 2 AV & 79 ST 19.0 9 OUTBOUND PM PEAK 03:OOPM-05:59PM 1741 00089 NE 2 AV & 79 ST 18.0 9 OUTBOUND PM PEAK 03:OOPM-05:59PM 1751 00089 NE 2 AV & 79 ST 18.3 9 OUTBOUND EVENING 06:OOPM-07:59PM 1827 00089 NE 2 AV & 79 ST 10.4 9 OUTBOUND EVENING 06:OOPM-07:59PM 1857 00089 NE 2 AV & 79 ST 4.7 9 OUTBOUND EVENING 06:OOPM-07:59PM 1927 00089 NE 2 AV & 79 ST 7.6 9 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2001 00089 NE 2 AV & 79 ST 10.6 9 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2046 00089 NE 2 AV & 79 ST 14.0 9 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2055 00089 NE 2 AV & 79 ST 10.0 9 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2123 00089 NE 2 AV & 79 ST 12.0 9 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2207 00089 NE 2 AV & 79 ST 10.0 NOTICE bmitlal needs to be scheduled fora puboc hearing aorbana whh timelines set forth in the City of Code. The appll®de decision -malting body will wthe information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 8/20/21 89.0 . Vv Route 10 North NOTII al^eedsmbee^heda� accortlana whh tlmel nea set' Cmtle.The appli®de becisie m"°^atthep°°°` d�onnrafin. PZ-21-10t 08/20/2' ROUTE DIRECTION PEAK TIME STOP ID LOCATION hlaaobm In 10 INBOUND EARLY AM 02:45AM-05:59AM 0543 00092 NE 2 AV & 79 ST Mlaml wewheo 10 INBOUND AM PEAK 06:00AM-08:30AM 0620 00092 NE 2 AV & 79 ST �I+ 10 INBOUND AM PEAK 06:00AM-08:30AM 0625 00092 NE 2 AV & 79 ST 5.9.0 10 INBOUND AM PEAK 06:00AM-08:30AM 0656 00092 NE 2 AV & 79 ST 3.8 REV11=W 10 INBOUND AM PEAK 06:00AM-08:30AM 0656 00092 NE 2 AV & 79 ST 8.0 10 INBOUND AM PEAK 06:00AM-08:30AM 0725 00092 NE 2 AV & 79 ST 13.5 10 INBOUND AM PEAK 06:00AM-08:30AM 0728 00092 NE 2 AV & 79 ST 5.0 10 INBOUND AM PEAK 06:OOAM-08:30AM 0758 00092 NE 2 AV & 79 ST 13.0 10 INBOUND AM PEAK 06:OOAM-08:30AM 0825 00092 NE 2 AV & 79 ST 8.0 10 INBOUND AM PEAK 06:OOAM-08:30AM 0826 00092 NE 2 AV & 79 ST 14.0 10 INBOUND AM PEAK 06:OOAM-08:30AM 0828 00092 NE 2 AV & 79 ST 17.0 10 INBOUND MIDDAY 08:30AM-02:59PM 0856 00092 NE 2 AV & 79 ST 11.0 10 INBOUND MIDDAY 08:30AM-02:59PM 0858 00092 NE 2 AV & 79 ST 10.0 73.0 10 INBOUND MIDDAY 08:30AM-02:59PM 0926 00092 NE 2 AV & 79 ST 8.0 10 INBOUND MIDDAY 08:30AM-02:59PM 0928 00092 NE 2 AV & 79 ST 6.8 10 INBOUND MIDDAY 08:30AM-02:59PM 0956 00092 NE 2 AV & 79 ST 9.5 10 INBOUND MIDDAY 08:30AM-02:59PM 0958 00092 NE 2 AV & 79 ST 10.8 10 INBOUND MIDDAY 08:30AM-02:59PM 1028 00092 NE 2 AV & 79 ST 13.5 10 INBOUND MIDDAY 08:30AM-02:59PM 1056 00092 NE 2 AV & 79 ST 8.0 10 INBOUND MIDDAY 08:30AM-02:59PM 1056 00092 NE 2 AV & 79 ST 10.0 10 INBOUND MIDDAY 08:30AM-02:59PM 1058 00092 NE 2 AV & 79 ST 16.0 10 INBOUND MIDDAY 08:30AM-02:59PM 1126 00092 NE 2 AV & 79 ST 2.0 10 INBOUND MIDDAY 08:30AM-02:59PM 1128 00092 NE 2 AV & 79 ST 11.8 10 INBOUND MIDDAY 08:30AM-02:59PM 1156 00092 NE 2 AV & 79 ST 6.0 10 INBOUND MIDDAY 08:30AM-02:59PM 1156 00092 NE 2 AV & 79 ST 9.0 10 INBOUND MIDDAY 08:30AM-02:59PM 1158 00092 NE 2 AV & 79 ST 10.0 10 INBOUND MIDDAY 08:30AM-02:59PM 1228 00092 NE 2 AV & 79 ST 17.0 10 INBOUND MIDDAY 08:30AM-02:59PM 1256 00092 NE 2 AV & 79 ST 13.0 10 INBOUND MIDDAY 08:30AM-02:59PM 1256 00092 NE 2 AV & 79 ST 6.0 10 INBOUND MIDDAY 08:30AM-02:59PM 1258 00092 NE 2 AV & 79 ST 12.6 10 INBOUND MIDDAY 08:30AM-02:59PM 1328 00092 NE 2 AV & 79 ST 17.3 10 INBOUND MIDDAY 08:30AM-02:59PM 1356 00092 NE 2 AV & 79 ST 20.0 10 INBOUND MIDDAY 08:30AM-02:59PM 1358 00092 NE 2 AV & 79 ST 14.0 10 INBOUND MIDDAY 08:30AM-02:59PM 1426 00092 NE 2 AV & 79 ST 13.0 10 INBOUND MIDDAY 08:30AM-02:59PM 1426 00092 NE 2 AV & 79 ST 8.5 10 INBOUND MIDDAY 08:30AM-02:59PM 1428 00092 NE 2 AV & 79 ST 23.0 10 INBOUND MIDDAY 08:30AM-02:59PM 1459 00092 NE 2 AV & 79 ST 18.7 10 INBOUND PM PEAK 03:OOPM-05:59PM 1526 00092 NE 2 AV & 79 ST 14.5 10 INBOUND PM PEAK 03:OOPM-05:59PM 1526 00092 NE 2 AV & 79 ST 15.0 10 INBOUND PM PEAK 03:OOPM-05:59PM 1529 00092 NE 2 AV & 79 ST 17.3 10 INBOUND PM PEAK 03:OOPM-05:59PM 1556 00092 NE 2 AV & 79 ST 21.0 10 INBOUND PM PEAK 03:OOPM-05:59PM 1559 00092 NE 2 AV & 79 ST 22.8 10 INBOUND PM PEAK 03:OOPM-05:59PM 1629 00092 NE 2 AV & 79 ST 20.0 10 INBOUND PM PEAK 03:OOPM-05:59PM 1656 00092 NE 2 AV & 79 ST 15.0 E 1 bra public hearing orth in the City of n-rnakIng body%E hearing to render iI tleciaon. 09 . Vv 10 INBOUND PM PEAK 03:00PM-05:59PM 1656 00092 NE 2 AV & 79 ST * / �I;naa�otl;l�awtlme;i^�;: Mlarnl weaheo NOTI1 Cmtle.The appli®de becisie m"°natthep°°°` d�onnrafin. PZ-21-10t 08/20/2' 10 INBOUND PM PEAK 03:00PM-05:59PM 1700 00092 NE 2 AV & 79 ST 10 INBOUND PM PEAK 03:OOPM-05:59PM 1726 00092 NE 2 AV & 79 ST 10 INBOUND PM PEAK 03:00PM-05:59PM 1730 00092 NE 2 AV & 79 ST J' 10 INBOUND PM PEAK 03:00PM-05:59PM 1756 00092 NE 2 AV & 79 ST 11. �c 10 INBOUND EVENING 06:00PM-07:59PM 1802 00092 NE 2 AV & 79 ST 22.0 I EW 10 INBOUND EVENING 06:OOPM-07:59PM 1826 00092 NE 2 AV & 79 ST 21.0 10 INBOUND EVENING 06:OOPM-07:59PM 1829 00092 NE 2 AV & 79 ST 20.3 10 INBOUND EVENING 06:OOPM-07:59PM 1840 00092 NE 2 AV & 79 ST 31.5 106.0 10 INBOUND EVENING 06:OOPM-07:59PM 1859 00092 NE 2 AV & 79 ST 18.2 10 INBOUND EVENING 06:OOPM-07:59PM 1929 00092 NE 2 AV & 79 ST 10.3 10 INBOUND EVENING 06:OOPM-07:59PM 1940 00092 NE 2 AV & 79 ST 17.0 10 INBOUND EVENING 06:OOPM-07:59PM 1951 00092 NE 2 AV & 79 ST 17.0 10 INBOUND EVENING 06:OOPM-07:59PM 1959 00092 NE 2 AV & 79 ST 13.8 10 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2029 00092 NE 2 AV & 79 ST 15.3 10 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2040 00092 NE 2 AV & 79 ST 12.0 10 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2101 00092 NE 2 AV & 79 ST 10.5 10 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2126 00092 NE 2 AV & 79 ST 7.6 10 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2138 00092 NE 2 AV & 79 ST 1.0 10 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2216 00092 NE 2 AV & 79 ST 8.0 10 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2238 00092 NE 2 AV & 79 ST 10.0 10 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2338 00092 NE 2 AV & 79 ST 12.0 10 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2346 00092 NE 2 AV & 79 ST 11.8 E 1 bra public hearing orth in the City of n-rnakIng body%E hearing to render iI tleciaon. 09 Route 10 South ROUTE DIRECTION PEAK TIME STOP ID LOCATION '";2 10 OUTBOUND EARLY AM 02:45AM-05:59AM 0451 00089 NE 2 AV & 79 ST Mlam "eA 10 OUTBOUND EARLY AM 02:45AM-05:59AM 0516 00089 NE 2 AV & 79 ST 10 OUTBOUND EARLY AM 02:45AM-05:59AM 0528 00089 NE 2 AV & 79 ST 1 10 OUTBOUND EARLY AM 02:45AM-05:59AM 0543 00089 NE 2 AV & 79 ST 13.0 10 OUTBOUND AM PEAK 06:00AM-08:30AM 0606 00089 NE 2 AV & 79 ST 18.0 10 OUTBOUND AM PEAK 06:00AM-08:30AM 0610 00089 NE 2 AV & 79 ST 18.0 10 OUTBOUND AM PEAK 06:00AM-08:30AM 0629 00089 NE 2 AV & 79 ST 18.5 10 OUTBOUND AM PEAK 06:OOAM-08:30AM 0655 00089 NE 2 AV & 79 ST 34.7 10 OUTBOUND AM PEAK 06:OOAM-08:30AM 0710 00089 NE 2 AV & 79 ST 15.0 10 OUTBOUND AM PEAK 06:OOAM-08:30AM 0711 00089 NE 2 AV & 79 ST 22.0 10 OUTBOUND AM PEAK 06:OOAM-08:30AM 0725 00089 NE 2 AV & 79 ST 22.7 10 OUTBOUND AM PEAK 06:OOAM-08:30AM 0740 00089 NE 2 AV & 79 ST 11.0 10 OUTBOUND AM PEAK 06:OOAM-08:30AM 0755 00089 NE 2 AV & 79 ST 16.3 10 OUTBOUND AM PEAK 06:OOAM-08:30AM 0810 00089 NE 2 AV & 79 ST 17.0 10 OUTBOUND AM PEAK 06:OOAM-08:30AM 0828 00089 NE 2 AV & 79 ST 15.6 10 OUTBOUND MIDDAY 08:30AM-02:59PM 0837 00089 NE 2 AV & 79 ST 11.5 10 OUTBOUND MIDDAY 08:30AM-02:59PM 0858 00089 NE 2 AV & 79 ST 9.8 10 OUTBOUND MIDDAY 08:30AM-02:59PM 0929 00089 NE 2 AV & 79 ST 22.5 10 OUTBOUND MIDDAY 08:30AM-02:59PM 0935 00089 NE 2 AV & 79 ST 20.0 10 OUTBOUND MIDDAY 08:30AM-02:59PM 0935 00089 NE 2 AV & 79 ST 11.0 10 OUTBOUND MIDDAY 08:30AM-02:59PM 0959 00089 NE 2 AV & 79 ST 19.3 10 OUTBOUND MIDDAY 08:30AM-02:59PM 1005 00089 NE 2 AV & 79 ST 19.0 10 OUTBOUND MIDDAY 08:30AM-02:59PM 1029 00089 NE 2 AV & 79 ST 13.3 10 OUTBOUND MIDDAY 08:30AM-02:59PM 1035 00089 NE 2 AV & 79 ST 11.0 10 OUTBOUND MIDDAY 08:30AM-02:59PM 1035 00089 NE 2 AV & 79 ST 8.0 10 OUTBOUND MIDDAY 08:30AM-02:59PM 1059 00089 NE 2 AV & 79 ST 12.3 10 OUTBOUND MIDDAY 08:30AM-02:59PM 1129 00089 NE 2 AV & 79 ST 16.0 10 OUTBOUND MIDDAY 08:30AM-02:59PM 1135 00089 NE 2 AV & 79 ST 8.0 10 OUTBOUND MIDDAY 08:30AM-02:59PM 1135 00089 NE 2 AV & 79 ST 6.0 10 OUTBOUND MIDDAY 08:30AM-02:59PM 1159 00089 NE 2 AV & 79 ST 26.5 10 OUTBOUND MIDDAY 08:30AM-02:59PM 1229 00089 NE 2 AV & 79 ST 10.0 10 OUTBOUND MIDDAY 08:30AM-02:59PM 1235 00089 NE 2 AV & 79 ST 11.0 10 OUTBOUND MIDDAY 08:30AM-02:59PM 1259 00089 NE 2 AV & 79 ST 18.0 10 OUTBOUND MIDDAY 08:30AM-02:59PM 1305 00089 NE 2 AV & 79 ST 6.0 10 OUTBOUND MIDDAY 08:30AM-02:59PM 1305 00089 NE 2 AV & 79 ST 8.0 10 OUTBOUND MIDDAY 08:30AM-02:59PM 1329 00089 NE 2 AV & 79 ST 16.3 10 OUTBOUND MIDDAY 08:30AM-02:59PM 1357 00089 NE 2 AV & 79 ST 12.3 10 OUTBOUND MIDDAY 08:30AM-02:59PM 1405 00089 NE 2 AV & 79 ST 16.0 10 OUTBOUND MIDDAY 08:30AM-02:59PM 1405 00089 NE 2 AV & 79 ST 5.0 10 OUTBOUND MIDDAY 08:30AM-02:59PM 1427 00089 NE 2 AV & 79 ST 9.4 10 OUTBOUND MIDDAY 08:30AM-02:59PM 1435 00089 NE 2 AV & 79 ST 13.0 10 OUTBOUND MIDDAY 08:30AM-02:59PM 1454 00089 NE 2 AV & 79 ST 14.5 10 OUTBOUND PM PEAK 03:OOPM-05:59PM 1524 00089 NE 2 AV & 79 ST 14.3 10 OUTBOUND PM PEAK 03:OOPM-05:59PM 1533 00089 NE 2 AV & 79 ST 10.0 NOTICE bmitlal needs to be scheduled fora puboc hearing xorbancewhh timelines set forth in the City of Code. The appLIca decision -malting body dL The information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 8/20/21 104.0 I . Vv 10 OUTBOUND PM PEAK 03:00PM-05:59PM 1535 00089 NE 2 AV & 79 ST NOTIC e.nre whh LIca nea setfor Cmtle. The appli®de tlecision- o man°natthep°bch tlatlon orafinali PZ-21-1081 08/20/21 10 OUTBOUND PM PEAK 03:00PM-05:59PM 1553 00089 NE 2 AV & 79 ST Thlaaabminaineetlembea�hetla�tlh InnlC 10 OUTBOUND PM PEAK 03:00PM-05:59PM 1603 00089 NE 2 AV & 79 ST Mlami tlewhe SA , :'9C.fr 10.3 10 OUTBOUND PM PEAK 03:00PM-05:59PM 1623 00089 NE 2 AV & 79 ST 10 OUTBOUND PM PEAK 03:00PM-05:59PM 1635 00089 NE 2 AV & 79 ST 10 OUTBOUND PM PEAK 03:00PM-05:59PM 1656 00089 NE 2 AV & 79 ST REViEw 10 OUTBOUND PM PEAK 03:OOPM-05:59PM 1703 00089 NE 2 AV & 79 ST 4.0 10 OUTBOUND PM PEAK 03:OOPM-05:59PM 1723 00089 NE 2 AV & 79 ST 10.5 10 OUTBOUND PM PEAK 03:OOPM-05:59PM 1732 00089 NE 2 AV & 79 ST 8.6 40.0 10 OUTBOUND EVENING 06:OOPM-07:59PM 1806 00089 NE 2 AV & 79 ST 6.0 10 OUTBOUND EVENING 06:OOPM-07:59PM 1830 00089 NE 2 AV & 79 ST 15.0 10 OUTBOUND EVENING 06:OOPM-07:59PM 1835 00089 NE 2 AV & 79 ST 11.0 10 OUTBOUND EVENING 06:OOPM-07:59PM 1836 00089 NE 2 AV & 79 ST 7.8 10 OUTBOUND EVENING 06:OOPM-07:59PM 1906 00089 NE 2 AV & 79 ST 8.8 10 OUTBOUND EVENING 06:OOPM-07:59PM 1936 00089 NE 2 AV & 79 ST 6.0 10 OUTBOUND EVENING 06:OOPM-07:59PM 1938 00089 NE 2 AV & 79 ST 4.5 10 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2009 00089 NE 2 AV & 79 ST 6.2 10 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2040 00089 NE 2 AV & 79 ST 6.0 10 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2109 00089 NE 2 AV & 79 ST 9.3 10 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2143 00089 NE 2 AV & 79 ST 7.5 10 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2233 00089 NE 2 AV & 79 ST 0.8 10 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2243 00089 NE 2 AV & 79 ST 3.0 E r a public hearing Ih in the City of making body FE ring to render eciaon 9 • Route 16 North Thlaaubm' In decor Mlami��d Wewihe ROUTE DIRECTION PEAK TIME STOP ID LOCATION 16 INBOUND EARLY AM 02:45AM-05:59AM 0550 00044 BISCAYNE BLVD & NE 79 16 INBOUND EARLY AM 02:45AM-05:59AM 0550 00044 BISCAYNE BLVD & NE 79 S 16 INBOUND AM PEAK 06:OOAM-08:30AM 0618 00044 BISCAYNE BLVD & NE 79 ST 16 INBOUND AM PEAK 06:00AM-08:30AM 0642 00044 BISCAYNE BLVD & NE 79 ST 16 INBOUND AM PEAK 06:00AM-08:30AM 0646 00044 BISCAYNE BLVD & NE 79 ST 6.7 16 INBOUND AM PEAK 06:00AM-08:30AM 0710 00044 BISCAYNE BLVD & NE 79 ST 9.0 16 INBOUND AM PEAK 06:00AM-08:30AM 0714 00044 BISCAYNE BLVD & NE 79 ST 9.3 16 INBOUND AM PEAK 06:OOAM-08:30AM 0750 00044 BISCAYNE BLVD & NE 79 ST 10.0 16 INBOUND AM PEAK 06:OOAM-08:30AM 0810 00044 BISCAYNE BLVD & NE 79 ST 7.5 16 INBOUND AM PEAK 06:OOAM-08:30AM 0827 00044 BISCAYNE BLVD & NE 79 ST 8.0 16 INBOUND MIDDAY 08:30AM-02:59PM 0838 00044 BISCAYNE BLVD & NE 79 ST 9.5 16 INBOUND MIDDAY 08:30AM-02:59PM 0857 00044 BISCAYNE BLVD & NE 79 ST 4.0 16 INBOUND MIDDAY 08:30AM-02:59PM 0902 00044 BISCAYNE BLVD & NE 79 ST 11.5 16 INBOUND MIDDAY 08:30AM-02:59PM 0906 00044 BISCAYNE BLVD & NE 79 ST 10.5 16 INBOUND MIDDAY 08:30AM-02:59PM 0926 00044 BISCAYNE BLVD & NE 79 ST 0.0 16 INBOUND MIDDAY 08:30AM-02:59PM 0934 00044 BISCAYNE BLVD & NE 79 ST 12.3 16 INBOUND MIDDAY 08:30AM-02:59PM 0950 00044 BISCAYNE BLVD & NE 79 ST 17.0 16 INBOUND MIDDAY 08:30AM-02:59PM 1002 00044 BISCAYNE BLVD & NE 79 ST 4.0 16 INBOUND MIDDAY 08:30AM-02:59PM 1014 00044 BISCAYNE BLVD & NE 79 ST 4.5 16 INBOUND MIDDAY 08:30AM-02:59PM 1027 00044 BISCAYNE BLVD & NE 79 ST 5.0 16 INBOUND MIDDAY 08:30AM-02:59PM 1032 00044 BISCAYNE BLVD & NE 79 ST 11.3 16 INBOUND MIDDAY 08:30AM-02:59PM 1057 00044 BISCAYNE BLVD & NE 79 ST 7.5 16 INBOUND MIDDAY 08:30AM-02:59PM 1102 00044 BISCAYNE BLVD & NE 79 ST 9.0 16 INBOUND MIDDAY 08:30AM-02:59PM 1126 00044 BISCAYNE BLVD & NE 79 ST 9.0 16 INBOUND MIDDAY 08:30AM-02:59PM 1132 00044 BISCAYNE BLVD & NE 79 ST 15.6 16 INBOUND MIDDAY 08:30AM-02:59PM 1150 00044 BISCAYNE BLVD & NE 79 ST 6.0 16 INBOUND MIDDAY 08:30AM-02:59PM 1202 00044 BISCAYNE BLVD & NE 79 ST 9.3 16 INBOUND MIDDAY 08:30AM-02:59PM 1227 00044 BISCAYNE BLVD & NE 79 ST 7.0 16 INBOUND MIDDAY 08:30AM-02:59PM 1232 00044 BISCAYNE BLVD & NE 79 ST 9.0 16 INBOUND MIDDAY 08:30AM-02:59PM 1238 00044 BISCAYNE BLVD & NE 79 ST 8.0 16 INBOUND MIDDAY 08:30AM-02:59PM 1257 00044 BISCAYNE BLVD & NE 79 ST 4.5 16 INBOUND MIDDAY 08:30AM-02:59PM 1302 00044 BISCAYNE BLVD & NE 79 ST 16.5 16 INBOUND MIDDAY 08:30AM-02:59PM 1332 00044 BISCAYNE BLVD & NE 79 ST 7.0 16 INBOUND MIDDAY 08:30AM-02:59PM 1350 00044 BISCAYNE BLVD & NE 79 ST 16.0 16 INBOUND MIDDAY 08:30AM-02:59PM 1357 00044 BISCAYNE BLVD & NE 79 ST 16.0 16 INBOUND MIDDAY 08:30AM-02:59PM 1402 00044 BISCAYNE BLVD & NE 79 ST 14.6 16 INBOUND MIDDAY 08:30AM-02:59PM 1414 00044 BISCAYNE BLVD & NE 79 ST 7.5 16 INBOUND MIDDAY 08:30AM-02:59PM 1427 00044 BISCAYNE BLVD & NE 79 ST 6.0 16 INBOUND MIDDAY 08:30AM-02:59PM 1432 00044 BISCAYNE BLVD & NE 79 ST 20.0 16 INBOUND PM PEAK 03:OOPM-05:59PM 1502 00044 BISCAYNE BLVD & NE 79 ST 11.0 16 INBOUND PM PEAK 03:OOPM-05:59PM 1502 00044 BISCAYNE BLVD & NE 79 ST 8.0 16 INBOUND PM PEAK 03:OOPM-05:59PM 1507 00044 BISCAYNE BLVD & NE 79 ST 7.5 16 INBOUND PM PEAK 03:OOPM-05:59PM 1526 00044 BISCAYNE BLVD & NE 79 ST 14.0 16 INBOUND PM PEAK 03:OOPM-05:59PM 1532 00044 BISCAYNE BLVD & NE 79 ST 16.0 16 INBOUND PM PEAK 03:OOPM-05:59PM 1550 00044 BISCAYNE BLVD & NE 79 ST 13.0 16 INBOUND PM PEAK 03:OOPM-05:59PM 1600 00044 BISCAYNE BLVD & NE 79 ST 17.5 16 INBOUND PM PEAK 03:OOPM-05:59PM 1607 00044 BISCAYNE BLVD & NE 79 ST 13.0 16 INBOUND PM PEAK 03:OOPM-05:59PM 1628 00044 BISCAYNE BLVD & NE 79 ST 17.9 16 INBOUND PM PEAK 03:OOPM-05:59PM 1637 00044 BISCAYNE BLVD & NE 79 ST 15.0 NOTICE ittal needs to be scheduled fora puboc hearing tl and whh Idmatinee set forth in the City of e.The appLIca decision -malting body NOR information at the pubec hearing to render a ommended on or a final decia on. PZ-21-10809 08/20/21 35.0 16 INBOUND PM PEAK 03:00PM-05:59PM 1638 00044 BISCAYNE BLVD & NE 79 misaabn :.'m 16 INBOUND PM PEAK 03:00PM-05:59PM 1656 00044 BISCAYNE BLVD & NE 79 ."" 16 INBOUND PM PEAK 03:00PM-05:59PM 1707 00044 BISCAYNE BLVD & NE 79 S 16 INBOUND PM PEAK 03:00PM-05:59PM 1724 00044 BISCAYNE BLVD & NE 79 S- 16 INBOUND PM PEAK 03:00PM-05:59PM 1726 00044 BISCAYNE BLVD & NE 79 ST 16 INBOUND PM PEAK 03:00PM-05:59PM 1752 00044 BISCAYNE BLVD & NE 79 ST 14.OJ 16 INBOUND EVENING 06:00PM-07:59PM 1808 00044 BISCAYNE BLVD & NE 79 ST 16 INBOUND EVENING 06:OOPM-07:59PM 1814 00044 BISCAYNE BLVD & NE 79 ST 7.0 16 INBOUND EVENING 06:OOPM-07:59PM 1820 00044 BISCAYNE BLVD & NE 79 ST 14.0 16 INBOUND EVENING 06:OOPM-07:59PM 1838 00044 BISCAYNE BLVD & NE 79 ST 16.0 16 INBOUND EVENING 06:OOPM-07:59PM 1848 00044 BISCAYNE BLVD & NE 79 ST 11.0 16 INBOUND EVENING 06:OOPM-07:59PM 1902 00044 BISCAYNE BLVD & NE 79 ST 12.5 16 INBOUND EVENING 06:OOPM-07:59PM 1918 00044 BISCAYNE BLVD & NE 79 ST 11.7 16 INBOUND EVENING 06:OOPM-07:59PM 1918 00044 BISCAYNE BLVD & NE 79 ST 11.0 16 INBOUND EVENING 06:OOPM-07:59PM 1932 00044 BISCAYNE BLVD & NE 79 ST 9.0 16 INBOUND EVENING 06:OOPM-07:59PM 1948 00044 BISCAYNE BLVD & NE 79 ST 8.3 16 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2018 00044 BISCAYNE BLVD & NE 79 ST 4.0 16 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2032 00044 BISCAYNE BLVD & NE 79 ST 9.0 16 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2050 00044 BISCAYNE BLVD & NE 79 ST 10.4 16 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2102 00044 BISCAYNE BLVD & NE 79 ST 6.0 16 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2125 00044 BISCAYNE BLVD & NE 79 ST 8.4 16 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2142 00044 BISCAYNE BLVD & NE 79 ST 6.0 16 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2201 00044 BISCAYNE BLVD & NE 79 ST 12.0 16 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2222 00044 BISCAYNE BLVD & NE 79 ST 6.0 NOTICE Rtal needs to be scheduled fora puboc hearing tl and whh Idmatinee set forth in the City of e.The appLIca decision -malting body NOR information at the pubec hearing to render a recommended on or a final decia on. PZ-21-10809 08/20/21 Route 16 South ROUTE DIRECTION PEAK TIME STOP ID LOCATION Thls so 16 OUTBOUND EARLY AM 02:45AM-05:59AM 0509 00037 BISCAYNE BLVD & NE 79 S 16 OUTBOUND EARLY AM 02:45AM-05:59AM 0510 00037 BISCAYNE BLVD & NE 79 ST 16 OUTBOUND EARLY AM 02:45AM-05:59AM 0531 00037 BISCAYNE BLVD & NE 79 ST 16 OUTBOUND EARLY AM 02:45AM-05:59AM 0550 00037 BISCAYNE BLVD & NE 79 ST 1 16 OUTBOUND EARLY AM 02:45AM-05:59AM 0554 00037 BISCAYNE BLVD & NE 79 ST 12.0 16 OUTBOUND AM PEAK 06:OOAM-08:30AM 0615 00037 BISCAYNE BLVD & NE 79 ST 8.3 16 OUTBOUND AM PEAK 06:OOAM-08:30AM 0626 00037 BISCAYNE BLVD & NE 79 ST 16.0 16 OUTBOUND AM PEAK 06:OOAM-08:30AM 0700 00037 BISCAYNE BLVD & NE 79 ST 17.0 16 OUTBOUND AM PEAK 06:OOAM-08:30AM 0706 00037 BISCAYNE BLVD & NE 79 ST 14.7 16 OUTBOUND AM PEAK 06:OOAM-08:30AM 0732 00037 BISCAYNE BLVD & NE 79 ST 13.0 16 OUTBOUND AM PEAK 06:OOAM-08:30AM 0739 00037 BISCAYNE BLVD & NE 79 ST 5.0 16 OUTBOUND AM PEAK 06:OOAM-08:30AM 0800 00037 BISCAYNE BLVD & NE 79 ST 8.7 16 OUTBOUND AM PEAK 06:OOAM-08:30AM 0809 00037 BISCAYNE BLVD & NE 79 ST 7.5 16 OUTBOUND AM PEAK 06:OOAM-08:30AM 0810 00037 BISCAYNE BLVD & NE 79 ST 6.5 16 OUTBOUND AM PEAK 06:OOAM-08:30AM 0829 00037 BISCAYNE BLVD & NE 79 ST 7.3 16 OUTBOUND MIDDAY 08:30AM-02:59PM 0851 00037 BISCAYNE BLVD & NE 79 ST 7.0 16 OUTBOUND MIDDAY 08:30AM-02:59PM 0857 00037 BISCAYNE BLVD & NE 79 ST 13.0 16 OUTBOUND MIDDAY 08:30AM-02:59PM 0915 00037 BISCAYNE BLVD & NE 79 ST 9.5 16 OUTBOUND MIDDAY 08:30AM-02:59PM 0930 00037 BISCAYNE BLVD & NE 79 ST 18.0 16 OUTBOUND MIDDAY 08:30AM-02:59PM 0933 00037 BISCAYNE BLVD & NE 79 ST 7.0 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1000 00037 BISCAYNE BLVD & NE 79 ST 10.5 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1003 00037 BISCAYNE BLVD & NE 79 ST 6.0 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1027 00037 BISCAYNE BLVD & NE 79 ST 7.5 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1030 00037 BISCAYNE BLVD & NE 79 ST 10.3 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1051 00037 BISCAYNE BLVD & NE 79 ST 13.0 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1100 00037 BISCAYNE BLVD & NE 79 ST 10.3 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1130 00037 BISCAYNE BLVD & NE 79 ST 13.0 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1133 00037 BISCAYNE BLVD & NE 79 ST 11.0 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1139 00037 BISCAYNE BLVD & NE 79 ST 5.5 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1200 00037 BISCAYNE BLVD & NE 79 ST 11.5 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1203 00037 BISCAYNE BLVD & NE 79 ST 4.0 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1230 00037 BISCAYNE BLVD & NE 79 ST 19.0 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1251 00037 BISCAYNE BLVD & NE 79 ST 12.0 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1259 00037 BISCAYNE BLVD & NE 79 ST 7.3 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1303 00037 BISCAYNE BLVD & NE 79 ST 12.0 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1315 00037 BISCAYNE BLVD & NE 79 ST 6.0 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1329 00037 BISCAYNE BLVD & NE 79 ST 13.3 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1333 00037 BISCAYNE BLVD & NE 79 ST 6.0 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1357 00037 BISCAYNE BLVD & NE 79 ST 21.0 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1403 00037 BISCAYNE BLVD & NE 79 ST 3.0 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1413 00037 BISCAYNE BLVD & NE 79 ST 7.0 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1427 00037 BISCAYNE BLVD & NE 79 ST 7.7 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1427 00037 BISCAYNE BLVD & NE 79 ST 8.0 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1451 00037 BISCAYNE BLVD & NE 79 ST 12.0 16 OUTBOUND MIDDAY 08:30AM-02:59PM 1455 00037 BISCAYNE BLVD & NE 79 ST 8.0 16 OUTBOUND PM PEAK 03:OOPM-05:59PM 1513 00037 BISCAYNE BLVD & NE 79 ST 4.0 16 OUTBOUND PM PEAK 03:OOPM-05:59PM 1524 00037 BISCAYNE BLVD & NE 79 ST 8.3 16 OUTBOUND PM PEAK 03:OOPM-05:59PM 1540 00037 BISCAYNE BLVD & NE 79 ST 11.0 16 OUTBOUND PM PEAK 03:OOPM-05:59PM 1543 00037 BISCAYNE BLVD & NE 79 ST 7.0 16 OUTBOUND PM PEAK 03:OOPM-05:59PM 1552 00037 BISCAYNE BLVD & NE 79 ST 10.5 NOTICE bmittal needs to be scheduled fora puboc hearing cot and whh timelines set forth in the City of Code. The appli®de decision -malting body NOR The information at the pubec hearing to render a recommended on or a final decia on. PZ-21-10809 08/20/21 42.0 16 OUTBOUND PM PEAK 03:OOPM-05:59PM 1613 00037 BISCAYNE BLVD & NE 79 S 16 OUTBOUND PM PEAK 03:OOPM-05:59PM 1620 00037 BISCAYNE BLVD & NE 79 Si ; . Thlsau ma ""„ wi 16 OUTBOUND PM PEAK 03:OOPM-05:59PM 1630 00037 BISCAYNE BLVD & NE 79 ST 16 OUTBOUND PM PEAK 03:OOPM-05:59PM 1648 00037 BISCAYNE BLVD & NE 79 ST 16 OUTBOUND PM PEAK 03:OOPM-05:59PM 1714 00037 BISCAYNE BLVD & NE 79 ST Lot 16 OUTBOUND PM PEAK 03:OOPM-05:59PM 1716 00037 BISCAYNE BLVD & NE 79 ST it 16 OUTBOUND PM PEAK 03:OOPM-05:59PM 1718 00037 BISCAYNE BLVD & NE 79 ST 12.0 16 OUTBOUND PM PEAK 03:OOPM-05:59PM 1744 00037 BISCAYNE BLVD & NE 79 ST 5.5 16 OUTBOUND PM PEAK 03:OOPM-05:59PM 1746 00037 BISCAYNE BLVD & NE 79 ST 9.0 16 OUTBOUND EVENING 06:OOPM-07:59PM 1808 00037 BISCAYNE BLVD & NE 79 ST 11.0 16 OUTBOUND EVENING 06:OOPM-07:59PM 1818 00037 BISCAYNE BLVD & NE 79 ST 7.3 16 OUTBOUND EVENING 06:OOPM-07:59PM 1827 00037 BISCAYNE BLVD & NE 79 ST 6.0 16 OUTBOUND EVENING 06:OOPM-07:59PM 1839 00037 BISCAYNE BLVD & NE 79 ST 21.0 16 OUTBOUND EVENING 06:OOPM-07:59PM 1852 00037 BISCAYNE BLVD & NE 79 ST 7.0 16 OUTBOUND EVENING 06:OOPM-07:59PM 1928 00037 BISCAYNE BLVD & NE 79 ST 4.0 16 OUTBOUND EVENING 06:OOPM-07:59PM 1939 00037 BISCAYNE BLVD & NE 79 ST 5.0 16 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2003 00037 BISCAYNE BLVD & NE 79 ST 5.4 16 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2009 00037 BISCAYNE BLVD & NE 79 ST 5.5 16 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2038 00037 BISCAYNE BLVD & NE 79 ST 7.1 16 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2052 00037 BISCAYNE BLVD & NE 79 ST 3.0 16 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2114 00037 BISCAYNE BLVD & NE 79 ST 7.0 16 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2135 00037 BISCAYNE BLVD & NE 79 ST 7.0 NOTICE bmittal needs to be scheduled fora puboc hearing cecot and whh timelines set forth in the City of Code. The appLIca decision -malting body NOR The information at the pubec hearing to render a recommended on or a final decia on. PZ-21-10809 08/20/21 � e` Route 33 South mia aohm al neeasmbea In accortlana wM w.meatio'alahe°p r&ommend PZ-21-10801 08/20/21 neaa ee mr hmellnes set forth e h flop or a final eec EW C ROUTE DIRECTION PEAK TIME STOP ID LOCATION 33 INBOUND EARLY AM 02:45AM-05:59AM 0525 00037 BISCAYNE BLVD & NE 7 33 INBOUND AM PEAK 06:OOAM-08:30AM 0600 00037 BISCAYNE BLVD & NE 79 •9 33 INBOUND AM PEAK 06:OOAM-08:30AM 0620 00037 BISCAYNE BLVD & NE 79 ST 33 INBOUND AM PEAK 06:OOAM-08:30AM 0620 00037 BISCAYNE BLVD & NE 79 ST . FVI 33 INBOUND AM PEAK 06:OOAM-08:30AM 0624 00037 BISCAYNE BLVD & NE 79 ST 6.5 33 INBOUND AM PEAK 06:OOAM-08:30AM 0650 00037 BISCAYNE BLVD & NE 79 ST 0.3 33 INBOUND AM PEAK 06:OOAM-08:30AM 0654 00037 BISCAYNE BLVD & NE 79 ST 5.9 33 INBOUND AM PEAK 06:OOAM-08:30AM 0715 00037 BISCAYNE BLVD & NE 79 ST 6.0 33 INBOUND AM PEAK 06:OOAM-08:30AM 0720 00037 BISCAYNE BLVD & NE 79 ST 3.1 33 INBOUND AM PEAK 06:OOAM-08:30AM 0720 00037 BISCAYNE BLVD & NE 79 ST 3.5 33 INBOUND AM PEAK 06:OOAM-08:30AM 0745 00037 BISCAYNE BLVD & NE 79 ST 4.0 33 INBOUND AM PEAK 06:OOAM-08:30AM 0750 00037 BISCAYNE BLVD & NE 79 ST 5.4 33 INBOUND AM PEAK 06:OOAM-08:30AM 0810 00037 BISCAYNE BLVD & NE 79 ST 5.0 33 INBOUND AM PEAK 06:OOAM-08:30AM 0815 00037 BISCAYNE BLVD & NE 79 ST 5.0 32.0 33 INBOUND AM PEAK 06:OOAM-08:30AM 0820 00037 BISCAYNE BLVD & NE 79 ST 2.4 33 INBOUND MIDDAY 08:30AM-02:59PM 0845 00037 BISCAYNE BLVD & NE 79 ST 1.7 33 INBOUND MIDDAY 08:30AM-02:59PM 0855 00037 BISCAYNE BLVD & NE 79 ST 3.1 33 INBOUND MIDDAY 08:30AM-02:59PM 0855 00037 BISCAYNE BLVD & NE 79 ST 2.5 33 INBOUND MIDDAY 08:30AM-02:59PM 0915 00037 BISCAYNE BLVD & NE 79 ST 4.3 33 INBOUND MIDDAY 08:30AM-02:59PM 0925 00037 BISCAYNE BLVD & NE 79 ST 2.7 33 INBOUND MIDDAY 08:30AM-02:59PM 0930 00037 BISCAYNE BLVD & NE 79 ST 3.0 33 INBOUND MIDDAY 08:30AM-02:59PM 0945 00037 BISCAYNE BLVD & NE 79 ST 5.5 33 INBOUND MIDDAY 08:30AM-02:59PM 0955 00037 BISCAYNE BLVD & NE 79 ST 2.3 33 INBOUND MIDDAY 08:30AM-02:59PM 1000 00037 BISCAYNE BLVD & NE 79 ST 4.2 33 INBOUND MIDDAY 08:30AM-02:59PM 1015 00037 BISCAYNE BLVD & NE 79 ST 3.5 33 INBOUND MIDDAY 08:30AM-02:59PM 1025 00037 BISCAYNE BLVD & NE 79 ST 3.5 33 INBOUND MIDDAY 08:30AM-02:59PM 1030 00037 BISCAYNE BLVD & NE 79 ST 4.0 33 INBOUND MIDDAY 08:30AM-02:59PM 1045 00037 BISCAYNE BLVD & NE 79 ST 12.0 33 INBOUND MIDDAY 08:30AM-02:59PM 1100 00037 BISCAYNE BLVD & NE 79 ST 3.6 33 INBOUND MIDDAY 08:30AM-02:59PM 1115 00037 BISCAYNE BLVD & NE 79 ST 3.3 33 INBOUND MIDDAY 08:30AM-02:59PM 1125 00037 BISCAYNE BLVD & NE 79 ST 1.7 33 INBOUND MIDDAY 08:30AM-02:59PM 1130 00037 BISCAYNE BLVD & NE 79 ST 6.4 33 INBOUND MIDDAY 08:30AM-02:59PM 1145 00037 BISCAYNE BLVD & NE 79 ST 6.3 33 INBOUND MIDDAY 08:30AM-02:59PM 1155 00037 BISCAYNE BLVD & NE 79 ST 0.5 33 INBOUND MIDDAY 08:30AM-02:59PM 1200 00037 BISCAYNE BLVD & NE 79 ST 4.3 33 INBOUND MIDDAY 08:30AM-02:59PM 1215 00037 BISCAYNE BLVD & NE 79 ST 8.0 33 INBOUND MIDDAY 08:30AM-02:59PM 1225 00037 BISCAYNE BLVD & NE 79 ST 3.5 33 INBOUND MIDDAY 08:30AM-02:59PM 1230 00037 BISCAYNE BLVD & NE 79 ST 3.6 33 INBOUND MIDDAY 08:30AM-02:59PM 1245 00037 BISCAYNE BLVD & NE 79 ST 7.5 33 INBOUND MIDDAY 08:30AM-02:59PM 1300 00037 BISCAYNE BLVD & NE 79 ST 2.5 33 INBOUND MIDDAY 08:30AM-02:59PM 1315 00037 BISCAYNE BLVD & NE 79 ST 3.0 33 INBOUND MIDDAY 08:30AM-02:59PM 1325 00037 BISCAYNE BLVD & NE 79 ST 1.3 33 INBOUND MIDDAY 08:30AM-02:59PM 1330 00037 BISCAYNE BLVD & NE 79 ST 3.6 33 INBOUND MIDDAY 08:30AM-02:59PM 1345 00037 BISCAYNE BLVD & NE 79 ST 6.3 33 INBOUND MIDDAY 08:30AM-02:59PM 1355 00037 BISCAYNE BLVD & NE 79 ST 2.5 33 INBOUND MIDDAY 08:30AM-02:59PM 1400 00037 BISCAYNE BLVD & NE 79 ST 4.1 33 INBOUND MIDDAY 08:30AM-02:59PM 1415 00037 BISCAYNE BLVD & NE 79 ST 5.0 33 INBOUND MIDDAY 08:30AM-02:59PM 1425 00037 BISCAYNE BLVD & NE 79 ST 3.0 33 INBOUND MIDDAY 08:30AM-02:59PM 1430 00037 BISCAYNE BLVD & NE 79 ST 4.0 E public nearing n the City of Xing body will ng to render G �p PUB�IC V© 4t'SY 1 Co O V� 33 INBOUND MIDDAY08:30AM-02:59PM 1445 00037 BISCAYNE BLVD & NE * NI Thla aobmMal need In accortlanaw Mlam"�ae.me Wewih recom �P2 c �R .. 33 INBOUND PM PEAK 03:OOPM-05:59PM 1500 00037 BISCAYNE BLVD & NE 33 INBOUND PM PEAK 03:OOPM-05:59PM 1515 00037 BISCAYNE BLVD & NE 33 INBOUND PM PEAK 03:OOPM-05:59PM 1525 00037 BISCAYNE BLVD & NE 7' 1,4.. 33 INBOUND PM PEAK 03:OOPM-05:59PM 1530 00037 BISCAYNE BLVD & NE 79 33 INBOUND PM PEAK 03:OOPM-05:59PM 1545 00037 BISCAYNE BLVD & NE 79 ST 33 INBOUND PM PEAK 03:OOPM-05:59PM 1555 00037 BISCAYNE BLVD & NE 79 ST 33 INBOUND PM PEAK 03:OOPM-05:59PM 1600 00037 BISCAYNE BLVD & NE 79 ST 2.1 33 INBOUND PM PEAK 03:OOPM-05:59PM 1615 00037 BISCAYNE BLVD & NE 79 ST 5.7 33 INBOUND PM PEAK 03:OOPM-05:59PM 1616 00037 BISCAYNE BLVD & NE 79 ST 3.6 33 INBOUND PM PEAK 03:OOPM-05:59PM 1625 00037 BISCAYNE BLVD & NE 79 ST 2.5 33 INBOUND PM PEAK 03:OOPM-05:59PM 1645 00037 BISCAYNE BLVD & NE 79 ST 5.0 33 INBOUND PM PEAK 03:OOPM-05:59PM 1646 00037 BISCAYNE BLVD & NE 79 ST 3.0 33 INBOUND PM PEAK 03:OOPM-05:59PM 1715 00037 BISCAYNE BLVD & NE 79 ST 3.3 33 INBOUND PM PEAK 03:OOPM-05:59PM 1716 00037 BISCAYNE BLVD & NE 79 ST 2.9 33 INBOUND PM PEAK 03:OOPM-05:59PM 1725 00037 BISCAYNE BLVD & NE 79 ST 1.7 33 INBOUND PM PEAK 03:OOPM-05:59PM 1745 00037 BISCAYNE BLVD & NE 79 ST 1.5 33 INBOUND EVENING 06:OOPM-07:59PM 1800 00037 BISCAYNE BLVD & NE 79 ST 3.3 33 INBOUND EVENING 06:OOPM-07:59PM 1810 00037 BISCAYNE BLVD & NE 79 ST 1.5 33 INBOUND EVENING 06:OOPM-07:59PM 1828 00037 BISCAYNE BLVD & NE 79 ST 3.5 33 INBOUND EVENING 06:OOPM-07:59PM 1830 00037 BISCAYNE BLVD & NE 79 ST 3.1 33 INBOUND EVENING 06:OOPM-07:59PM 1925 00037 BISCAYNE BLVD & NE 79 ST 2.5 33 INBOUND EVENING 06:OOPM-07:59PM 1928 00037 BISCAYNE BLVD & NE 79 ST 1.7 33 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2020 00037 BISCAYNE BLVD & NE 79 ST 2.7 33 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2028 00037 BISCAYNE BLVD & NE 79 ST 2.0 33 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2120 00037 BISCAYNE BLVD & NE 79 ST 2.5 33 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2128 00037 BISCAYNE BLVD & NE 79 ST 1.7 33 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2215 00037 BISCAYNE BLVD & NE 79 ST 2.0 33 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2220 00037 BISCAYNE BLVD & NE 79 ST 1.5 TICE s m be scheduled fora puboc hearing hh timelines set forth in the City of applies Lie decision-mahing body will 'on at the pubc hearing to render a endatl on or a final aecb on. -21-10809 8/20/21 24.0 Route 54 East ROUTE DIRECTION PEAK TIME STOP ID LOCATION TMl;n° 54 OUTBOUND EARLY AM 02:45AM-05:59AM 0452 01298 NE 4 CT & 57 ST Midi 54 OUTBOUND EARLY AM 02:45AM-05:59AM 0505 01298 NE 4 CT & 57 ST 54 OUTBOUND EARLY AM 02:45AM-05:59AM 0514 01298 NE 4 CT & 57 ST 1. 54 OUTBOUND EARLY AM 02:45AM-05:59AM 0526 01298 NE 4 CT & 57 ST 0.2 54 OUTBOUND EARLY AM 02:45AM-05:59AM 0537 01298 NE 4 CT & 57 ST 1.0 54 OUTBOUND EARLY AM 02:45AM-05:59AM 0544 01298 NE 4 CT & 57 ST 0.0 54 OUTBOUND AM PEAK 06:00AM-08:30AM 0612 01298 NE 4 CT & 57 ST 1.0 54 OUTBOUND AM PEAK 06:OOAM-08:30AM 0613 01298 NE 4 CT & 57 ST 0.0 54 OUTBOUND AM PEAK 06:OOAM-08:30AM 0616 01298 NE 4 CT & 57 ST 0.2 54 OUTBOUND AM PEAK 06:OOAM-08:30AM 0637 01298 NE 4 CT & 57 ST 0.6 54 OUTBOUND AM PEAK 06:OOAM-08:30AM 0638 01298 NE 4 CT & 57 ST 0.5 54 OUTBOUND AM PEAK 06:OOAM-08:30AM 0646 01298 NE 4 CT & 57 ST 5.0 54 OUTBOUND AM PEAK 06:OOAM-08:30AM 0717 01298 NE 4 CT & 57 ST 1.0 54 OUTBOUND AM PEAK 06:OOAM-08:30AM 0722 01298 NE 4 CT & 57 ST 0.0 54 OUTBOUND AM PEAK 06:OOAM-08:30AM 0727 01298 NE 4 CT & 57 ST 0.5 54 OUTBOUND AM PEAK 06:OOAM-08:30AM 0730 01298 NE 4 CT & 57 ST 1.8 54 OUTBOUND AM PEAK 06:OOAM-08:30AM 0747 01298 NE 4 CT & 57 ST 1.3 54 OUTBOUND AM PEAK 06:OOAM-08:30AM 0802 01298 NE 4 CT & 57 ST 0.0 54 OUTBOUND AM PEAK 06:OOAM-08:30AM 0816 01298 NE 4 CT & 57 ST 0.0 54 OUTBOUND AM PEAK 06:OOAM-08:30AM 0819 01298 NE 4 CT & 57 ST 1.3 54 OUTBOUND AM PEAK 06:OOAM-08:30AM 0821 01298 NE 4 CT & 57 ST 0.5 54 OUTBOUND MIDDAY 08:30AM-02:59PM 0842 01298 NE 4 CT & 57 ST 0.3 54 OUTBOUND MIDDAY 08:30AM-02:59PM 0850 01298 NE 4 CT & 57 ST 0.0 54 OUTBOUND MIDDAY 08:30AM-02:59PM 0902 01298 NE 4 CT & 57 ST 0.8 54 OUTBOUND MIDDAY 08:30AM-02:59PM 0906 01298 NE 4 CT & 57 ST 0.8 54 OUTBOUND MIDDAY 08:30AM-02:59PM 0920 01298 NE 4 CT & 57 ST 0.3 54 OUTBOUND MIDDAY 08:30AM-02:59PM 0923 01298 NE 4 CT & 57 ST 3.0 54 OUTBOUND MIDDAY 08:30AM-02:59PM 0950 01298 NE 4 CT & 57 ST 1.5 54 OUTBOUND MIDDAY 08:30AM-02:59PM 0959 01298 NE 4 CT & 57 ST 1.4 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1001 01298 NE 4 CT & 57 ST 1.4 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1003 01298 NE 4 CT & 57 ST 2.3 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1025 01298 NE 4 CT & 57 ST 2.0 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1043 01298 NE 4 CT & 57 ST 0.0 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1054 01298 NE 4 CT & 57 ST 1.8 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1055 01298 NE 4 CT & 57 ST 0.0 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1056 01298 NE 4 CT & 57 ST 1.0 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1123 01298 NE 4 CT & 57 ST 4.0 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1126 01298 NE 4 CT & 57 ST 0.0 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1151 01298 NE 4 CT & 57 ST 1.9 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1154 01298 NE 4 CT & 57 ST 1.3 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1156 01298 NE 4 CT & 57 ST 0.5 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1203 01298 NE 4 CT & 57 ST 0.0 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1226 01298 NE 4 CT & 57 ST 2.3 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1243 01298 NE 4 CT & 57 ST 0.0 NOTICE obmitlal needs to be scheduled fora puboc hearing ccortlance whh timelines set forth in the City of nl Code. The appLIca decision -malting body NOR w the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 08/20/21 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1254 01298 NE 4 CT & 57 ST r . ThTe M 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1256 01298 NE 4 CT & 57 ST 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1256 01298 NE 4 CT & 57 ST J� 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1326 01298 NE 4 CT & 57 ST 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1328 01298 NE 4 CT & 57 ST 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1354 01298 NE 4 CT & 57 ST 0.9 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1354 01298 NE 4 CT & 57 ST 0.0 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1356 01298 NE 4 CT & 57 ST 0.0 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1408 01298 NE 4 CT & 57 ST 1.0 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1426 01298 NE 4 CT & 57 ST 1.0 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1447 01298 NE 4 CT & 57 ST 0.4 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1448 01298 NE 4 CT & 57 ST 0.0 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1452 01298 NE 4 CT & 57 ST 0.2 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1456 01298 NE 4 CT & 57 ST 1.5 54 OUTBOUND PM PEAK 03:OOPM-05:59PM 1526 01298 NE 4 CT & 57 ST 0.0 54 OUTBOUND PM PEAK 03:OOPM-05:59PM 1528 01298 NE 4 CT & 57 ST 2.0 54 OUTBOUND PM PEAK 03:OOPM-05:59PM 1542 01298 NE 4 CT & 57 ST 0.5 54 OUTBOUND PM PEAK 03:OOPM-05:59PM 1547 01298 NE 4 CT & 57 ST 2.0 54 OUTBOUND PM PEAK 03:OOPM-05:59PM 1556 01298 NE 4 CT & 57 ST 2.5 54 OUTBOUND PM PEAK 03:OOPM-05:59PM 1613 01298 NE 4 CT & 57 ST 0.0 54 OUTBOUND PM PEAK 03:OOPM-05:59PM 1626 01298 NE 4 CT & 57 ST 0.5 54 OUTBOUND PM PEAK 03:OOPM-05:59PM 1632 01298 NE 4 CT & 57 ST 1.1 54 OUTBOUND PM PEAK 03:OOPM-05:59PM 1636 01298 NE 4 CT & 57 ST 0.0 54 OUTBOUND PM PEAK 03:OOPM-05:59PM 1653 01298 NE 4 CT & 57 ST 1.5 54 OUTBOUND PM PEAK 03:OOPM-05:59PM 1658 01298 NE 4 CT & 57 ST 0.3 54 OUTBOUND PM PEAK 03:OOPM-05:59PM 1714 01298 NE 4 CT & 57 ST 1.0 54 OUTBOUND PM PEAK 03:OOPM-05:59PM 1721 01298 NE 4 CT & 57 ST 0.8 54 OUTBOUND PM PEAK 03:OOPM-05:59PM 1723 01298 NE 4 CT & 57 ST 3.0 54 OUTBOUND PM PEAK 03:OOPM-05:59PM 1733 01298 NE 4 CT & 57 ST 0.0 54 OUTBOUND PM PEAK 03:OOPM-05:59PM 1755 01298 NE 4 CT & 57 ST 0.0 54 OUTBOUND EVENING 06:OOPM-07:59PM 1810 01298 NE 4 CT & 57 ST 1.2 54 OUTBOUND EVENING 06:OOPM-07:59PM 1810 01298 NE 4 CT & 57 ST 0.0 54 OUTBOUND EVENING 06:OOPM-07:59PM 1812 01298 NE 4 CT & 57 ST 2.1 54 OUTBOUND EVENING 06:OOPM-07:59PM 1825 01298 NE 4 CT & 57 ST 2.0 54 OUTBOUND EVENING 06:OOPM-07:59PM 1850 01298 NE 4 CT & 57 ST 0.5 54 OUTBOUND EVENING 06:OOPM-07:59PM 1855 01298 NE 4 CT & 57 ST 3.5 54 OUTBOUND EVENING 06:OOPM-07:59PM 1901 01298 NE 4 CT & 57 ST 1.8 54 OUTBOUND EVENING 06:OOPM-07:59PM 1907 01298 NE 4 CT & 57 ST 1.2 54 OUTBOUND EVENING 06:OOPM-07:59PM 1925 01298 NE 4 CT & 57 ST 2.0 54 OUTBOUND EVENING 06:OOPM-07:59PM 1925 01298 NE 4 CT & 57 ST 1.0 54 OUTBOUND EVENING 06:OOPM-07:59PM 1947 01298 NE 4 CT & 57 ST 2.0 54 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2015 01298 NE 4 CT & 57 ST 5.0 54 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2024 01298 NE 4 CT & 57 ST 0.8 54 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2110 01298 NE 4 CT & 57 ST 1.0 54 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2115 01298 NE 4 CT & 57 ST 1.5 54 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2118 01298 NE 4 CT & 57 ST 0.7 NOTICE obmitlaI needs to be scheduled for a puboc hearing cord once wr h timelines set forth in the City of nl Code. The applicade decision -making body NOR w the information at the pubs hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 9.OI G L 4 0 PUBL./ Vv 54 54 54 54 54 OUTBOUND OUTBOUND OUTBOUND OUTBOUND OUTBOUND LATE NIGHT 08:00PM-03:00AM LATE NIGHT 08:00PM-03:00AM LATE NIGHT 08:00PM-03:00AM LATE NIGHT 08:00PM-03:00AM LATE NIGHT 08:00PM-03:00AM 2206 2210 2215 2322 2337 01298 01298 01298 01298 01298 NE 4 CT & 57 ST NE 4 CT & 57 ST NE 4 CT & 57 ST NE 4 CT & 57 ST NE 4 CT & 57 ST r4 NOTICE This submittal needs to be'scheduled fora puboc hearing In accortlancewhh timelines set forth in the City of Miami Code. The appLI®de decision -malting body W#L reWew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 08/20/21 !EW COV Route 54 West ROUTE DIRECTION PEAK TIME STOP ID LOCATION n 54 INBOUND EARLY AM 02:45AM-05:59AM 0500 01298 NE 4 CT & 57 ST lt 54 INBOUND EARLY AM 02:45AM-05:59AM 0500 01298 NE 4 CT & 57 ST 54 INBOUND EARLY AM 02:45AM-05:59AM 0520 01298 NE 4 CT & 57 ST 0. 54 INBOUND EARLY AM 02:45AM-05:59AM 0535 01298 NE 4 CT & 57 ST 1.0 54 INBOUND EARLY AM 02:45AM-05:59AM 0540 01298 NE 4 CT & 57 ST 0.0 54 INBOUND EARLY AM 02:45AM-05:59AM 0555 01298 NE 4 CT & 57 ST 2.5 54 INBOUND AM PEAK 06:00AM-08:30AM 0610 01298 NE 4 CT & 57 ST 0.0 54 INBOUND AM PEAK 06:OOAM-08:30AM 0615 01298 NE 4 CT & 57 ST 0.3 54 INBOUND AM PEAK 06:OOAM-08:30AM 0620 01298 NE 4 CT & 57 ST 2.0 54 INBOUND AM PEAK 06:OOAM-08:30AM 0640 01298 NE 4 CT & 57 ST 1.3 54 INBOUND AM PEAK 06:OOAM-08:30AM 0650 01298 NE 4 CT & 57 ST 0.0 54 INBOUND AM PEAK 06:OOAM-08:30AM 0655 01298 NE 4 CT & 57 ST 0.4 54 INBOUND AM PEAK 06:OOAM-08:30AM 0715 01298 NE 4 CT & 57 ST 1.1 54 INBOUND AM PEAK 06:OOAM-08:30AM 0720 01298 NE 4 CT & 57 ST 1.0 54 INBOUND AM PEAK 06:OOAM-08:30AM 0720 01298 NE 4 CT & 57 ST 1.3 54 INBOUND AM PEAK 06:OOAM-08:30AM 0745 01298 NE 4 CT & 57 ST 1.2 54 INBOUND AM PEAK 06:OOAM-08:30AM 0750 01298 NE 4 CT & 57 ST 1.3 54 INBOUND AM PEAK 06:OOAM-08:30AM 0800 01298 NE 4 CT & 57 ST 0.0 54 INBOUND AM PEAK 06:OOAM-08:30AM 0810 01298 NE 4 CT & 57 ST 1.3 54 INBOUND AM PEAK 06:OOAM-08:30AM 0820 01298 NE 4 CT & 57 ST 0.0 54 INBOUND MIDDAY 08:30AM-02:59PM 0835 01298 NE 4 CT & 57 ST 0.4 54 INBOUND MIDDAY 08:30AM-02:59PM 0840 01298 NE 4 CT & 57 ST 0.5 54 INBOUND MIDDAY 08:30AM-02:59PM 0850 01298 NE 4 CT & 57 ST 1.0 54 INBOUND MIDDAY 08:30AM-02:59PM 0905 01298 NE 4 CT & 57 ST 0.2 54 INBOUND MIDDAY 08:30AM-02:59PM 0920 01298 NE 4 CT & 57 ST 2.0 54 INBOUND MIDDAY 08:30AM-02:59PM 0920 01298 NE 4 CT & 57 ST 2.0 54 INBOUND MIDDAY 08:30AM-02:59PM 0935 01298 NE 4 CT & 57 ST 0.9 54 INBOUND MIDDAY 08:30AM-02:59PM 0950 01298 NE 4 CT & 57 ST 1.5 54 INBOUND MIDDAY 08:30AM-02:59PM 1000 01298 NE 4 CT & 57 ST 0.0 54 INBOUND MIDDAY 08:30AM-02:59PM 1005 01298 NE 4 CT & 57 ST 1.4 54 INBOUND MIDDAY 08:30AM-02:59PM 1020 01298 NE 4 CT & 57 ST 0.0 54 INBOUND MIDDAY 08:30AM-02:59PM 1035 01298 NE 4 CT & 57 ST 0.7 54 INBOUND MIDDAY 08:30AM-02:59PM 1040 01298 NE 4 CT & 57 ST 0.3 54 INBOUND MIDDAY 08:30AM-02:59PM 1050 01298 NE 4 CT & 57 ST 1.7 54 INBOUND MIDDAY 08:30AM-02:59PM 1105 01298 NE 4 CT & 57 ST 1.3 54 INBOUND MIDDAY 08:30AM-02:59PM 1118 01298 NE 4 CT & 57 ST 1.3 54 INBOUND MIDDAY 08:30AM-02:59PM 1120 01298 NE 4 CT & 57 ST 3.5 54 INBOUND MIDDAY 08:30AM-02:59PM 1135 01298 NE 4 CT & 57 ST 1.2 54 INBOUND MIDDAY 08:30AM-02:59PM 1150 01298 NE 4 CT & 57 ST 1.5 54 INBOUND MIDDAY 08:30AM-02:59PM 1200 01298 NE 4 CT & 57 ST 0.0 54 INBOUND MIDDAY 08:30AM-02:59PM 1205 01298 NE 4 CT & 57 ST 0.8 54 INBOUND MIDDAY 08:30AM-02:59PM 1220 01298 NE 4 CT & 57 ST 1.7 54 INBOUND MIDDAY 08:30AM-02:59PM 1235 01298 NE 4 CT & 57 ST 1.2 54 INBOUND MIDDAY 08:30AM-02:59PM 1240 01298 NE 4 CT & 57 ST 1.0 NOTICE submittal needs to be scheduled fora puboc hearing In accorrlancewhh bmellnes set forth in the City of 'arm Code. The appLIca decision -malting body NOR Wew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 08/20/21 7.OI 54 INBOUND MIDDAY 08:30AM-02:59PM 1250 01298 NE 4 CT & 57 ST 54 INBOUND MIDDAY 08:30AM-02:59PM 1300 01298 NE 4 CT & 57 ST n 54 INBOUND MIDDAY 08:30AM-02:59PM 1320 01298 NE 4 CT & 57 ST lt 54 INBOUND MIDDAY 08:30AM-02:59PM 1320 01298 NE 4 CT & 57 ST 54 INBOUND MIDDAY 08:30AM-02:59PM 1330 01298 NE 4 CT & 57 ST 1. 54 INBOUND MIDDAY 08:30AM-02:59PM 1350 01298 NE 4 CT & 57 ST 2.5 54 INBOUND MIDDAY 08:30AM-02:59PM 1350 01298 NE 4 CT & 57 ST 1.0 54 INBOUND MIDDAY 08:30AM-02:59PM 1400 01298 NE 4 CT & 57 ST 0.0 54 INBOUND MIDDAY 08:30AM-02:59PM 1420 01298 NE 4 CT & 57 ST 0.5 54 INBOUND MIDDAY 08:30AM-02:59PM 1420 01298 NE 4 CT & 57 ST 1.0 54 INBOUND MIDDAY 08:30AM-02:59PM 1445 01298 NE 4 CT & 57 ST 1.1 54 INBOUND MIDDAY 08:30AM-02:59PM 1445 01298 NE 4 CT & 57 ST 0.0 54 INBOUND MIDDAY 08:30AM-02:59PM 1450 01298 NE 4 CT & 57 ST 0.0 54 INBOUND PM PEAK 03:OOPM-05:59PM 1510 01298 NE 4 CT & 57 ST 0.4 54 INBOUND PM PEAK 03:OOPM-05:59PM 1520 01298 NE 4 CT & 57 ST 1.0 54 INBOUND PM PEAK 03:OOPM-05:59PM 1525 01298 NE 4 CT & 57 ST 1.0 54 INBOUND PM PEAK 03:OOPM-05:59PM 1530 01298 NE 4 CT & 57 ST 1.2 54 INBOUND PM PEAK 03:OOPM-05:59PM 1550 01298 NE 4 CT & 57 ST 0.0 54 INBOUND PM PEAK 03:OOPM-05:59PM 1600 01298 NE 4 CT & 57 ST 0.9 54 INBOUND PM PEAK 03:OOPM-05:59PM 1605 01298 NE 4 CT & 57 ST 0.0 54 INBOUND PM PEAK 03:OOPM-05:59PM 1620 01298 NE 4 CT & 57 ST 0.0 54 INBOUND PM PEAK 03:OOPM-05:59PM 1625 01298 NE 4 CT & 57 ST 0.2 54 INBOUND PM PEAK 03:OOPM-05:59PM 1645 01298 NE 4 CT & 57 ST 0.0 54 INBOUND PM PEAK 03:OOPM-05:59PM 1650 01298 NE 4 CT & 57 ST 1.0 54 INBOUND PM PEAK 03:OOPM-05:59PM 1655 01298 NE 4 CT & 57 ST 1.0 54 INBOUND PM PEAK 03:OOPM-05:59PM 1720 01298 NE 4 CT & 57 ST 1.4 54 INBOUND PM PEAK 03:OOPM-05:59PM 1720 01298 NE 4 CT & 57 ST 5.5 54 INBOUND PM PEAK 03:OOPM-05:59PM 1730 01298 NE 4 CT & 57 ST 0.0 54 INBOUND PM PEAK 03:OOPM-05:59PM 1750 01298 NE 4 CT & 57 ST 1.5 54 INBOUND PM PEAK 03:OOPM-05:59PM 1750 01298 NE 4 CT & 57 ST 1.0 54 INBOUND EVENING 06:OOPM-07:59PM 1810 01298 NE 4 CT & 57 ST 1.0 54 INBOUND EVENING 06:OOPM-07:59PM 1815 01298 NE 4 CT & 57 ST 1.7 54 INBOUND EVENING 06:OOPM-07:59PM 1820 01298 NE 4 CT & 57 ST 0.7 54 INBOUND EVENING 06:OOPM-07:59PM 1835 01298 NE 4 CT & 57 ST 1.8 54 INBOUND EVENING 06:OOPM-07:59PM 1850 01298 NE 4 CT & 57 ST 0.0 54 INBOUND EVENING 06:OOPM-07:59PM 1850 01298 NE 4 CT & 57 ST 0.0 54 INBOUND EVENING 06:OOPM-07:59PM 1855 01298 NE 4 CT & 57 ST 1.0 54 INBOUND EVENING 06:OOPM-07:59PM 1920 01298 NE 4 CT & 57 ST 0.0 54 INBOUND EVENING 06:OOPM-07:59PM 1925 01298 NE 4 CT & 57 ST 1.2 54 INBOUND EVENING 06:OOPM-07:59PM 1950 01298 NE 4 CT & 57 ST 5.0 54 INBOUND EVENING 06:OOPM-07:59PM 1955 01298 NE 4 CT & 57 ST 0.9 54 INBOUND EVENING 06:OOPM-07:59PM 1955 01298 NE 4 CT & 57 ST 0.5 54 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2020 01298 NE 4 CT & 57 ST 2.4 54 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2050 01298 NE 4 CT & 57 ST 2.0 54 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2050 01298 NE 4 CT & 57 ST 0.0 54 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2050 01298 NE 4 CT & 57 ST 1.0 NOTICE submittal needs to be scheduled fora puboc hearing In accorrlancewhh bmellnes set forth in the City of 'arm Code. The appLIca decision -malting body NOR Wew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 08/20/21 10.0I 54 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2140 01298 NE 4 CT & 57 ST 54 INBOUND LATE NIGHT 08:00PM-03:00AM 2150 01298 NE 4 CT & 57 ST Th 54 INBOUND LATE NIGHT 08:00PM-03:00AM 2150 01298 NE 4 CT & 57 ST lt 54 INBOUND LATE NIGHT 08:00PM-03:00AM 2220 01298 NE 4 CT & 57 ST 54 INBOUND LATE NIGHT 08:00PM-03:00AM 2220 01298 NE 4 CT & 57 ST 1. 54 INBOUND LATE NIGHT 08:00PM-03:00AM 2230 01298 NE 4 CT & 57 ST 1.1 54 INBOUND LATE NIGHT 08:00PM-03:00AM 2320 01298 NE 4 CT & 57 ST 1.8 54 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2320 01298 NE 4 CT & 57 ST 2.0 54 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2320 01298 NE 4 CT & 57 ST 1.5 NOTICE submittal needs to be scheduled fora puboc hearing In accorrlancewhh bmellnes set forth in the City of 'arm Code. The appLIca decision -malting body NOR Wew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 08/20/21 Route 62 East 0 4- Q ROUTE 62 62 62 62 DIRECTION OUTBOUND OUTBOUND OUTBOUND OUTBOUND PEAK EARLY AM 02:45AM-05:59AM EARLY AM 02:45AM-05:59AM EARLY AM 02:45AM-05:59AM EARLY AM 02:45AM-05:59AM TIME 0505 0518 0534 0548 STOP ID 00426 00426 00426 00426 LOCATION NE 61 ST & BISCAYNE BL NE 61 ST & BISCAYNE BL NE 61 ST & BISCAYNE BLVD NE 61 ST & BISCAYNE BLVD ©10 PU$Lic Vv NOTICE This submktal needs to be scheduled fora puboc hearing In accordance whh bmellnes set forth in the City of Miami Code. The appli®de decision -malting body odL review the information at the pubec hearing to render a recommended on or a final decla on. 62 OUTBOUND EARLY AM 02:45AM-05:59AM 0554 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND AM PEAK 06:OOAM-08:30AM 0618 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND AM PEAK 06:OOAM-08:30AM 0624 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND AM PEAK 06:OOAM-08:30AM 0636 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND AM PEAK 06:OOAM-08:30AM 0639 00426 NE 61 ST & BISCAYNE BLVD 1.5 62 OUTBOUND AM PEAK 06:OOAM-08:30AM 0652 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND AM PEAK 06:OOAM-08:30AM 0654 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND AM PEAK 06:OOAM-08:30AM 0705 00426 NE 61 ST & BISCAYNE BLVD 0.3 62 OUTBOUND AM PEAK 06:OOAM-08:30AM 0710 00426 NE 61 ST & BISCAYNE BLVD 0.3 62 OUTBOUND AM PEAK 06:OOAM-08:30AM 0724 00426 NE 61 ST & BISCAYNE BLVD 0.2 62 OUTBOUND AM PEAK 06:OOAM-08:30AM 0730 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND AM PEAK 06:OOAM-08:30AM 0735 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND AM PEAK 06:OOAM-08:30AM 0750 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND AM PEAK 06:OOAM-08:30AM 0754 00426 NE 61 ST & BISCAYNE BLVD 0.1 62 OUTBOUND AM PEAK 06:OOAM-08:30AM 0805 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND AM PEAK 06:OOAM-08:30AM 0810 00426 NE 61 ST & BISCAYNE BLVD 0.5 62 OUTBOUND AM PEAK 06:OOAM-08:30AM 0824 00426 NE 61 ST & BISCAYNE BLVD 0.3 62 OUTBOUND MIDDAY 08:30AM-02:59PM 0830 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 0835 00426 NE 61 ST & BISCAYNE BLVD 1.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 0850 00426 NE 61 ST & BISCAYNE BLVD 1.0 PZ-21-10809 08/20/21 44, !EW C° 62 OUTBOUND MIDDAY 08:30AM-02:59PM 0852 00426 NE 61 ST & BISCAYNE BLVD 0.1 3.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 0905 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 0910 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 0922 00426 NE 61 ST & BISCAYNE BLVD 0.1 62 OUTBOUND MIDDAY 08:30AM-02:59PM 0930 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 0935 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 0950 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 0952 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1005 00426 NE 61 ST & BISCAYNE BLVD 2.3 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1010 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1022 00426 NE 61 ST & BISCAYNE BLVD 0.1 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1030 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1035 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1050 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1052 00426 NE 61 ST & BISCAYNE BLVD 0.1 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1105 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1110 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1122 00426 NE 61 ST & BISCAYNE BLVD 0.4 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1130 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1135 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1150 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1152 00426 NE 61 ST & BISCAYNE BLVD 8.2 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1205 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1210 00426 NE 61 ST & BISCAYNE BLVD 0.3 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1222 00426 NE 61 ST & BISCAYNE BLVD 0.1 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1230 00426 NE 61 ST &BISCAYNE BL * / Theeabmalneetlsmee In accortlana Miami��a.meapp"®tle°�"'°"-ma Wewthe&omnatl°n recommentlatlon NOTIC hetlaetlror, whh tlmellnea set forth i at the public hear or a final tlec PZ-21-1080 08/20/21 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1235 00426 NE 61 ST & BISCAYNE BL 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1250 00426 NE 61 ST & BISCAYNE BL 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1252 00426 NE 61 ST & BISCAYNE BL 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1305 00426 NE 61 ST & BISCAYNE BLVD 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1310 00426 NE 61 ST & BISCAYNE BLVD AR�� 0.0 1 SEW C I 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1322 00426 NE 61 ST & BISCAYNE BLVD 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1330 00426 NE 61 ST & BISCAYNE BLVD 1.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1335 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1350 00426 NE 61 ST & BISCAYNE BLVD 0.5 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1352 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1405 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1410 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1422 00426 NE 61 ST & BISCAYNE BLVD 0.1 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1430 00426 NE 61 ST & BISCAYNE BLVD 0.3 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1435 00426 NE 61 ST & BISCAYNE BLVD 2.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1450 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1452 00426 NE 61 ST & BISCAYNE BLVD 0.2 62 OUTBOUND PM PEAK 03:OOPM-05:59PM 1505 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND PM PEAK 03:OOPM-05:59PM 1510 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND PM PEAK 03:OOPM-05:59PM 1522 00426 NE 61 ST & BISCAYNE BLVD 0.1 62 OUTBOUND PM PEAK 03:OOPM-05:59PM 1530 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND PM PEAK 03:OOPM-05:59PM 1535 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND PM PEAK 03:OOPM-05:59PM 1550 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND PM PEAK 03:OOPM-05:59PM 1551 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND PM PEAK 03:OOPM-05:59PM 1605 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND PM PEAK 03:OOPM-05:59PM 1611 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND PM PEAK 03:OOPM-05:59PM 1621 00426 NE 61 ST & BISCAYNE BLVD 0.1 62 OUTBOUND PM PEAK 03:OOPM-05:59PM 1631 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND PM PEAK 03:OOPM-05:59PM 1635 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND PM PEAK 03:OOPM-05:59PM 1651 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND PM PEAK 03:OOPM-05:59PM 1651 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND PM PEAK 03:OOPM-05:59PM 1705 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND PM PEAK 03:OOPM-05:59PM 1711 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND PM PEAK 03:OOPM-05:59PM 1721 00426 NE 61 ST & BISCAYNE BLVD 0.1 62 OUTBOUND PM PEAK 03:OOPM-05:59PM 1731 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND PM PEAK 03:OOPM-05:59PM 1735 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND PM PEAK 03:OOPM-05:59PM 1751 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND PM PEAK 03:OOPM-05:59PM 1751 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND EVENING 06:OOPM-07:59PM 1805 00426 NE 61 ST & BISCAYNE BLVD 0.0 1.0 62 OUTBOUND EVENING 06:OOPM-07:59PM 1811 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND EVENING 06:OOPM-07:59PM 1821 00426 NE 61 ST & BISCAYNE BLVD 0.3 62 OUTBOUND EVENING 06:OOPM-07:59PM 1832 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND EVENING 06:OOPM-07:59PM 1835 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND EVENING 06:OOPM-07:59PM 1907 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND EVENING 06:OOPM-07:59PM 1915 00426 NE 61 ST & BISCAYNE BLVD 0.3 62 OUTBOUND EVENING 06:OOPM-07:59PM 1927 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND EVENING 06:OOPM-07:59PM 1937 00426 NE 61 ST & BISCAYNE BLVD 0.3 62 OUTBOUND EVENING 06:OOPM-07:59PM 1955 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2007 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2032 00426 NE 61 ST & BISCAYNE BLVD 0.2 public hearing the City of Xing body will ng to render Son p PU/C }A- © 62 OUTBOUND LATE NIGHT 08:00PM-03:00AM 2037 00426 NE 61 ST & BISCAYNE BL II Thiaaabm al 6nraa e„ 62 OUTBOUND LATE NIGHT 08:00PM-03:00AM 2044 00426 NE 61 ST & BISCAYNE BL * i 62 OUTBOUND LATE NIGHT 08:00PM-03:00AM 2109 00426 NE 61 ST & BISCAYNE BL 62 OUTBOUND LATE NIGHT 08:00PM-03:00AM 2126 00426 NE 61 ST & BISCAYNE BL 62 OUTBOUND LATE NIGHT 08:00PM-03:00AM 2132 00426 NE 61 ST & BISCAYNE BLVD 62 OUTBOUND LATE NIGHT 08:00PM-03:00AM 2206 00426 NE 61 ST & BISCAYNE BLVD 44? 62 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2215 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2232 00426 NE 61 ST & BISCAYNE BLVD 0.1 62 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2246 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2315 00426 NE 61 ST & BISCAYNE BLVD 0.0 62 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2316 00426 NE 61 ST & BISCAYNE BLVD 0.5 62 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2332 00426 NE 61 ST & BISCAYNE BLVD 0.0 OTICE needs to be scheduled fora puboc hearing r whh tl malines set forth in the City of The appli®ble decision -making body NOR iormatlon at the pubec hearing to render a ommendatl on or a final decision. PZ-21-10809 08/20/21 Route 62 West Thla aobmtl In accorr, 4iami`oa rlaw,he ROUTE DIRECTION PEAK TIME STOP ID LOCATION 62 INBOUND EARLY AM 02:45AM-05:59AM 0545 07637 NE 62 ST & BISCAYNE BL 62 INBOUND EARLY AM 02:45AM-05:59AM 0551 07637 NE 62 ST & BISCAYNE BLV 62 INBOUND AM PEAK 06:OOAM-08:30AM 0615 07637 NE 62 ST & BISCAYNE BLVD 62 INBOUND AM PEAK 06:OOAM-08:30AM 0621 07637 NE 62 ST & BISCAYNE BLVD 62 INBOUND AM PEAK 06:OOAM-08:30AM 0645 07637 NE 62 ST & BISCAYNE BLVD 6.5 62 INBOUND AM PEAK 06:OOAM-08:30AM 0649 07637 NE 62 ST & BISCAYNE BLVD 0.5 62 INBOUND AM PEAK 06:OOAM-08:30AM 0651 07637 NE 62 ST & BISCAYNE BLVD 1.7 62 INBOUND AM PEAK 06:OOAM-08:30AM 0715 07637 NE 62 ST & BISCAYNE BLVD 2.8 62 INBOUND AM PEAK 06:OOAM-08:30AM 0719 07637 NE 62 ST & BISCAYNE BLVD 1.0 62 INBOUND AM PEAK 06:OOAM-08:30AM 0719 07637 NE 62 ST & BISCAYNE BLVD 1.5 62 INBOUND AM PEAK 06:OOAM-08:30AM 0739 07637 NE 62 ST & BISCAYNE BLVD 1.0 62 INBOUND AM PEAK 06:OOAM-08:30AM 0745 07637 NE 62 ST & BISCAYNE BLVD 1.3 62 INBOUND AM PEAK 06:OOAM-08:30AM 0749 07637 NE 62 ST & BISCAYNE BLVD 0.7 62 INBOUND AM PEAK 06:OOAM-08:30AM 0759 07637 NE 62 ST & BISCAYNE BLVD 1.3 62 INBOUND AM PEAK 06:OOAM-08:30AM 0815 07637 NE 62 ST & BISCAYNE BLVD 2.7 62 INBOUND AM PEAK 06:OOAM-08:30AM 0819 07637 NE 62 ST & BISCAYNE BLVD 2.5 62 INBOUND AM PEAK 06:OOAM-08:30AM 0819 07637 NE 62 ST & BISCAYNE BLVD 0.0 62 INBOUND MIDDAY 08:30AM-02:59PM 0839 07637 NE 62 ST & BISCAYNE BLVD 4.0 62 INBOUND MIDDAY 08:30AM-02:59PM 0845 07637 NE 62 ST & BISCAYNE BLVD 2.8 62 INBOUND MIDDAY 08:30AM-02:59PM 0849 07637 NE 62 ST & BISCAYNE BLVD 2.0 62 INBOUND MIDDAY 08:30AM-02:59PM 0859 07637 NE 62 ST & BISCAYNE BLVD 5.0 62 INBOUND MIDDAY 08:30AM-02:59PM 0915 07637 NE 62 ST & BISCAYNE BLVD 2.1 62 INBOUND MIDDAY 08:30AM-02:59PM 0919 07637 NE 62 ST & BISCAYNE BLVD 1.7 62 INBOUND MIDDAY 08:30AM-02:59PM 0919 07637 NE 62 ST & BISCAYNE BLVD 0.3 62 INBOUND MIDDAY 08:30AM-02:59PM 0939 07637 NE 62 ST & BISCAYNE BLVD 3.0 62 INBOUND MIDDAY 08:30AM-02:59PM 0945 07637 NE 62 ST & BISCAYNE BLVD 3.1 62 INBOUND MIDDAY 08:30AM-02:59PM 0949 07637 NE 62 ST & BISCAYNE BLVD 2.3 62 INBOUND MIDDAY 08:30AM-02:59PM 0959 07637 NE 62 ST & BISCAYNE BLVD 2.0 62 INBOUND MIDDAY 08:30AM-02:59PM 1015 07637 NE 62 ST & BISCAYNE BLVD 3.7 62 INBOUND MIDDAY 08:30AM-02:59PM 1019 07637 NE 62 ST & BISCAYNE BLVD 1.3 62 INBOUND MIDDAY 08:30AM-02:59PM 1019 07637 NE 62 ST & BISCAYNE BLVD 2.0 62 INBOUND MIDDAY 08:30AM-02:59PM 1039 07637 NE 62 ST & BISCAYNE BLVD 2.0 62 INBOUND MIDDAY 08:30AM-02:59PM 1045 07637 NE 62 ST & BISCAYNE BLVD 4.4 62 INBOUND MIDDAY 08:30AM-02:59PM 1049 07637 NE 62 ST & BISCAYNE BLVD 2.0 62 INBOUND MIDDAY 08:30AM-02:59PM 1059 07637 NE 62 ST & BISCAYNE BLVD 5.0 62 INBOUND MIDDAY 08:30AM-02:59PM 1115 07637 NE 62 ST & BISCAYNE BLVD 3.5 62 INBOUND MIDDAY 08:30AM-02:59PM 1119 07637 NE 62 ST & BISCAYNE BLVD 1.3 62 INBOUND MIDDAY 08:30AM-02:59PM 1119 07637 NE 62 ST & BISCAYNE BLVD 2.3 62 INBOUND MIDDAY 08:30AM-02:59PM 1139 07637 NE 62 ST & BISCAYNE BLVD 4.0 62 INBOUND MIDDAY 08:30AM-02:59PM 1145 07637 NE 62 ST & BISCAYNE BLVD 3.5 62 INBOUND MIDDAY 08:30AM-02:59PM 1149 07637 NE 62 ST & BISCAYNE BLVD 1.0 62 INBOUND MIDDAY 08:30AM-02:59PM 1159 07637 NE 62 ST & BISCAYNE BLVD 1.3 62 INBOUND MIDDAY 08:30AM-02:59PM 1215 07637 NE 62 ST & BISCAYNE BLVD 4.6 62 INBOUND MIDDAY 08:30AM-02:59PM 1219 07637 NE 62 ST & BISCAYNE BLVD 0.0 62 INBOUND MIDDAY 08:30AM-02:59PM 1219 07637 NE 62 ST & BISCAYNE BLVD 2.0 62 INBOUND MIDDAY 08:30AM-02:59PM 1239 07637 NE 62 ST & BISCAYNE BLVD 1.0 62 INBOUND MIDDAY 08:30AM-02:59PM 1245 07637 NE 62 ST & BISCAYNE BLVD 10.8 62 INBOUND MIDDAY 08:30AM-02:59PM 1249 07637 NE 62 ST & BISCAYNE BLVD 1.7 62 INBOUND MIDDAY 08:30AM-02:59PM 1259 07637 NE 62 ST & BISCAYNE BLVD 2.0 OTICE aI needs to be scheduled fora puboc hearing with timelines set forth in the city of an, .The applicade decision -making bodywlll nfomiaoon al the pubs hearing to render a commendation or a final decision. PZ-21-10809 08/20/21 21.01 62 INBOUND MIDDAY 08:30AM-02:59PM 1315 07637 NE 62 ST & BISCAYNE BLV Thla aobmtl In accortl Mlami`�a rle,a,he i 62 INBOUND MIDDAY 08:30AM-02:59PM 1319 07637 NE 62 ST & BISCAYNE BL 62 INBOUND MIDDAY 08:30AM-02:59PM 1319 07637 NE 62 ST & BISCAYNE BL 62 INBOUND MIDDAY 08:30AM-02:59PM 1339 07637 NE 62 ST & BISCAYNE BLV 62 INBOUND MIDDAY 08:30AM-02:59PM 1345 07637 NE 62 ST & BISCAYNE BLVD 62 INBOUND MIDDAY 08:30AM-02:59PM 1349 07637 NE 62 ST & BISCAYNE BLVD 62 INBOUND MIDDAY 08:30AM-02:59PM 1359 07637 NE 62 ST & BISCAYNE BLVD 4.0 62 INBOUND MIDDAY 08:30AM-02:59PM 1415 07637 NE 62 ST & BISCAYNE BLVD 2.7 62 INBOUND MIDDAY 08:30AM-02:59PM 1419 07637 NE 62 ST & BISCAYNE BLVD 2.0 62 INBOUND MIDDAY 08:30AM-02:59PM 1419 07637 NE 62 ST & BISCAYNE BLVD 4.3 62 INBOUND MIDDAY 08:30AM-02:59PM 1439 07637 NE 62 ST & BISCAYNE BLVD 3.5 62 INBOUND MIDDAY 08:30AM-02:59PM 1445 07637 NE 62 ST & BISCAYNE BLVD 1.8 62 INBOUND MIDDAY 08:30AM-02:59PM 1449 07637 NE 62 ST & BISCAYNE BLVD 3.0 62 INBOUND MIDDAY 08:30AM-02:59PM 1459 07637 NE 62 ST & BISCAYNE BLVD 1.3 62 INBOUND PM PEAK 03:OOPM-05:59PM 1515 07637 NE 62 ST & BISCAYNE BLVD 3.1 62 INBOUND PM PEAK 03:OOPM-05:59PM 1519 07637 NE 62 ST & BISCAYNE BLVD 1.3 62 INBOUND PM PEAK 03:OOPM-05:59PM 1519 07637 NE 62 ST & BISCAYNE BLVD 6.0 62 INBOUND PM PEAK 03:OOPM-05:59PM 1539 07637 NE 62 ST & BISCAYNE BLVD 2.0 62 INBOUND PM PEAK 03:OOPM-05:59PM 1545 07637 NE 62 ST & BISCAYNE BLVD 2.4 62 INBOUND PM PEAK 03:OOPM-05:59PM 1549 07637 NE 62 ST & BISCAYNE BLVD 3.0 62 INBOUND PM PEAK 03:OOPM-05:59PM 1559 07637 NE 62 ST & BISCAYNE BLVD 2.0 62 INBOUND PM PEAK 03:OOPM-05:59PM 1615 07637 NE 62 ST & BISCAYNE BLVD 1.9 62 INBOUND PM PEAK 03:OOPM-05:59PM 1619 07637 NE 62 ST & BISCAYNE BLVD 1.0 62 INBOUND PM PEAK 03:OOPM-05:59PM 1619 07637 NE 62 ST & BISCAYNE BLVD 1.0 62 INBOUND PM PEAK 03:OOPM-05:59PM 1639 07637 NE 62 ST & BISCAYNE BLVD 1.0 62 INBOUND PM PEAK 03:OOPM-05:59PM 1645 07637 NE 62 ST & BISCAYNE BLVD 4.2 62 INBOUND PM PEAK 03:OOPM-05:59PM 1649 07637 NE 62 ST & BISCAYNE BLVD 1.0 62 INBOUND PM PEAK 03:OOPM-05:59PM 1659 07637 NE 62 ST & BISCAYNE BLVD 2.7 62 INBOUND PM PEAK 03:OOPM-05:59PM 1715 07637 NE 62 ST & BISCAYNE BLVD 4.1 62 INBOUND PM PEAK 03:OOPM-05:59PM 1719 07637 NE 62 ST & BISCAYNE BLVD 1.7 62 INBOUND PM PEAK 03:OOPM-05:59PM 1719 07637 NE 62 ST & BISCAYNE BLVD 2.3 62 INBOUND PM PEAK 03:OOPM-05:59PM 1739 07637 NE 62 ST & BISCAYNE BLVD 3.5 62 INBOUND PM PEAK 03:OOPM-05:59PM 1745 07637 NE 62 ST & BISCAYNE BLVD 2.4 62 INBOUND PM PEAK 03:OOPM-05:59PM 1749 07637 NE 62 ST & BISCAYNE BLVD 5.0 62 INBOUND PM PEAK 03:OOPM-05:59PM 1759 07637 NE 62 ST & BISCAYNE BLVD 2.0 62 INBOUND EVENING 06:OOPM-07:59PM 1815 07637 NE 62 ST & BISCAYNE BLVD 5.2 62 INBOUND EVENING 06:OOPM-07:59PM 1819 07637 NE 62 ST & BISCAYNE BLVD 2.7 62 INBOUND EVENING 06:OOPM-07:59PM 1819 07637 NE 62 ST & BISCAYNE BLVD 0.0 62 INBOUND EVENING 06:OOPM-07:59PM 1839 07637 NE 62 ST & BISCAYNE BLVD 1.7 62 INBOUND EVENING 06:OOPM-07:59PM 1845 07637 NE 62 ST & BISCAYNE BLVD 2.4 62 INBOUND EVENING 06:OOPM-07:59PM 1849 07637 NE 62 ST & BISCAYNE BLVD 1.3 62 INBOUND EVENING 06:OOPM-07:59PM 1859 07637 NE 62 ST & BISCAYNE BLVD 2.3 62 INBOUND EVENING 06:OOPM-07:59PM 1915 07637 NE 62 ST & BISCAYNE BLVD 1.5 62 INBOUND EVENING 06:OOPM-07:59PM 1919 07637 NE 62 ST & BISCAYNE BLVD 1.0 62 INBOUND EVENING 06:OOPM-07:59PM 1919 07637 NE 62 ST & BISCAYNE BLVD 3.0 62 INBOUND EVENING 06:OOPM-07:59PM 1949 07637 NE 62 ST & BISCAYNE BLVD 0.0 62 INBOUND EVENING 06:OOPM-07:59PM 1959 07637 NE 62 ST & BISCAYNE BLVD 3.0 62 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2015 07637 NE 62 ST & BISCAYNE BLVD 3.1 62 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2019 07637 NE 62 ST & BISCAYNE BLVD 1.3 62 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2039 07637 NE 62 ST & BISCAYNE BLVD 1.3 62 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2049 07637 NE 62 ST & BISCAYNE BLVD 3.0 OTICE aI needs to be scheduled fora puboc hearing a whh tlmellnes set forth in the City of .The appli®de decision -malting body NOR nformadon at the pubic hearing to render a commended on or a final decia on. PZ-21-10809 08/20/21 24.0 62 INBOUND LATE NIGHT 08:00PM-03:00AM 2115 07637 NE 62 ST & BISCAYNE BLV Thls aobm �nra rtewme i 62 INBOUND LATE NIGHT 08:00PM-03:00AM 2119 07637 NE 62 ST & BISCAYNE BL 62 INBOUND LATE NIGHT 08:00PM-03:00AM 2144 07637 NE 62 ST & BISCAYNE BL 62 INBOUND LATE NIGHT 08:00PM-03:00AM 2159 07637 NE 62 ST & BISCAYNE BLV 62 INBOUND LATE NIGHT 08:00PM-03:00AM 2215 07637 NE 62 ST & BISCAYNE BLVD 62 INBOUND LATE NIGHT 08:00PM-03:00AM 2239 07637 NE 62 ST & BISCAYNE BLVD 62 INBOUND LATE NIGHT 08:00PM-03:00AM 2244 07637 NE 62 ST & BISCAYNE BLVD 2.3 62 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2315 07637 NE 62 ST & BISCAYNE BLVD 1.9 62 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2319 07637 NE 62 ST & BISCAYNE BLVD 1.7 62 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2359 07637 NE 62 ST & BISCAYNE BLVD 0.0 OTICE al needs to be scheduled fora puboc hearing a whh Idmatinee set forth in the City of .The appli®de decision -malting body NOR nformadon at the pubic hearing to render a 5ommended on or a final decia on. PZ-21-10809 08/20/21 Route 79 East * I N OT I ` nia,abmn,ineaasmbea°heaaee Mam=Q.Th a Ptl®aetl�so roWewthe intormatlon at the public a °mmend°°nrafina PZ-21-10E IA,. A' ,.._/20/21 ROUTE DIRECTION PEAK TIME STOP ID LOCATION 79 OUTBOUND EARLY AM 02:45AM-05:59AM 0545 00706 NE 79 ST & BISCAYNE BLVD '�j. 79 OUTBOUND AM PEAK 06:OOAM-08:30AM 0618 00706 NE 79 ST & BISCAYNE BLVD 79 OUTBOUND AM PEAK 06:OOAM-08:30AM 0642 00706 NE 79 ST & BISCAYNE BLVD 79 OUTBOUND AM PEAK 06:OOAM-08:30AM 0706 00706 NE 79 ST & BISCAYNE BLVD 79 OUTBOUND AM PEAK 06:OOAM-08:30AM 0730 00706 NE 79 ST & BISCAYNE BLVD 22.1 R(Cilr 13.2 iW , :.. 79 OUTBOUND AM PEAK 06:OOAM-08:30AM 0754 00706 NE 79 ST & BISCAYNE BLVD 79 OUTBOUND AM PEAK 06:OOAM-08:30AM 0818 00706 NE 79 ST & BISCAYNE BLVD 6.5 79 OUTBOUND PM PEAK 03:OOPM-05:59PM 1556 00706 NE 79 ST & BISCAYNE BLVD 7.9 79 OUTBOUND PM PEAK 03:OOPM-05:59PM 1618 00706 NE 79 ST & BISCAYNE BLVD 5.7 79 OUTBOUND PM PEAK 03:OOPM-05:59PM 1642 00706 NE 79 ST & BISCAYNE BLVD 8.8 79 OUTBOUND PM PEAK 03:OOPM-05:59PM 1706 00706 NE 79 ST & BISCAYNE BLVD 10.9 79 OUTBOUND PM PEAK 03:OOPM-05:59PM 1730 00706 NE 79 ST & BISCAYNE BLVD 6.3 26.0 I E for a public hearing rth in the City of -mahing body%E hearing to render ae°ia°n 09 Route 79 West Thlaaobm In accortlana Mlaml Cotle. reWewtha '9,(R 3.8 REV1 6.8 NI OT I 1 al needsobeachedae whh tlmellnea set' Theappli® eb iaic intormatlon at the public ommend°°nrafi°' PZ-21-10t 08/20/2' ROUTE DIRECTION PEAK TIME STOP ID LOCATION 79 INBOUND AM PEAK 06:OOAM-08:30AM 0605 00712 NE 79 ST & BISCAYNE BLVD �, 79 INBOUND AM PEAK 06:OOAM-08:30AM 0635 00712 NE 79 ST & BISCAYNE BLVD 79 INBOUND AM PEAK 06:OOAM-08:30AM 0700 00712 NE 79 ST & BISCAYNE BLVD 79 INBOUND AM PEAK 06:OOAM-08:30AM 0723 00712 NE 79 ST & BISCAYNE BLVD 79 INBOUND AM PEAK 06:OOAM-08:30AM 0747 00712 NE 79 ST & BISCAYNE BLVD EW 79 INBOUND PM PEAK 03:OOPM-05:59PM 1530 00712 NE 79 ST & BISCAYNE BLVD 79 INBOUND PM PEAK 03:OOPM-05:59PM 1554 00712 NE 79 ST & BISCAYNE BLVD 5.1 79 INBOUND PM PEAK 03:OOPM-05:59PM 1618 00712 NE 79 ST & BISCAYNE BLVD 7.8 79 INBOUND PM PEAK 03:OOPM-05:59PM 1642 00712 NE 79 ST & BISCAYNE BLVD 9.1 79 INBOUND PM PEAK 03:OOPM-05:59PM 1706 00712 NE 79 ST & BISCAYNE BLVD 13.5 79 INBOUND PM PEAK 03:OOPM-05:59PM 1730 00712 NE 79 ST & BISCAYNE BLVD 15.2 38.0 79 INBOUND PM PEAK 03:OOPM-05:59PM 1754 00712 NE 79 ST & BISCAYNE BLVD 8.9 79 INBOUND EVENING 06:OOPM-07:59PM 1818 00712 NE 79 ST & BISCAYNE BLVD 3.7 E 1 bra public hearing orth in the City of n-rnakIng body FE hearing to render iI tleciaon. 09 PUBLic Route 93 North ROUTE 93 93 93 93 93 93 93 93 93 93 DIRECTION INBOUND INBOUND INBOUND INBOUND INBOUND INBOUND INBOUND INBOUND INBOUND INBOUND PEAK EARLY AM 02:45AM-05:59AM EARLY AM 02:45AM-05:59AM AM PEAK 06:OOAM-08:30AM AM PEAK 06:OOAM-08:30AM AM PEAK 06:OOAM-08:30AM AM PEAK 06:OOAM-08:30AM AM PEAK 06:OOAM-08:30AM AM PEAK 06:OOAM-08:30AM AM PEAK 06:OOAM-08:30AM AM PEAK 06:OOAM-08:30AM TIME 0524 0544 0600 0615 0630 0645 0700 0715 0730 0745 STOP ID 00044 00044 00044 00044 00044 00044 00044 00044 00044 00044 93 INBOUND AM PEAK 06:OOAM-08:30AM 0800 00044 93 93 93 93 93 93 93 93 93 93 93 93 93 93 93 93 93 93 93 93 93 93 93 93 93 93 INBOUND INBOUND INBOUND INBOUND INBOUND INBOUND INBOUND INBOUND INBOUND INBOUND INBOUND INBOUND INBOUND INBOUND INBOUND INBOUND INBOUND INBOUND INBOUND INBOUND INBOUND INBOUND INBOUND INBOUND INBOUND INBOUND AM PEAK 06:OOAM-08:30AM MIDDAY 08:30AM-02:59PM MIDDAY 08:30AM-02:59PM MIDDAY 08:30AM-02:59PM MIDDAY 08:30AM-02:59PM MIDDAY 08:30AM-02:59PM MIDDAY 08:30AM-02:59PM MIDDAY 08:30AM-02:59PM MIDDAY 08:30AM-02:59PM MIDDAY 08:30AM-02:59PM MIDDAY 08:30AM-02:59PM MIDDAY 08:30AM-02:59PM MIDDAY 08:30AM-02:59PM MIDDAY 08:30AM-02:59PM MIDDAY 08:30AM-02:59PM MIDDAY 08:30AM-02:59PM MIDDAY 08:30AM-02:59PM MIDDAY 08:30AM-02:59PM PM PEAK 03:OOPM-05:59PM PM PEAK 03:OOPM-05:59PM PM PEAK 03:OOPM-05:59PM PM PEAK 03:OOPM-05:59PM PM PEAK 03:OOPM-05:59PM PM PEAK 03:OOPM-05:59PM PM PEAK 03:OOPM-05:59PM PM PEAK 03:OOPM-05:59PM 0818 0836 0854 0912 0930 0948 1006 1030 1100 1130 1200 1230 1300 1330 1400 1415 1430 1445 1500 1515 1530 1545 1600 1615 1630 1645 00044 00044 00044 00044 00044 00044 00044 00044 00044 00044 00044 00044 00044 00044 00044 00044 00044 00044 00044 00044 00044 00044 00044 00044 00044 00044 93 INBOUND PM PEAK 03:OOPM-05:59PM 1700 00044 93 93 93 93 93 93 93 93 93 INBOUND INBOUND INBOUND INBOUND INBOUND INBOUND INBOUND INBOUND INBOUND PM PEAK 03:OOPM-05:59PM PM PEAK 03:OOPM-05:59PM PM PEAK 03:OOPM-05:59PM EVENING 06:OOPM-07:59PM EVENING 06:OOPM-07:59PM EVENING 06:OOPM-07:59PM EVENING 06:OOPM-07:59PM EVENING 06:OOPM-07:59PM EVENING 06:OOPM-07:59PM 1715 1730 1745 1800 1815 1830 1845 1905 1925 00044 00044 00044 00044 00044 00044 00044 00044 00044 LOCATION BISCAYNE BLVD & NE 79 BISCAYNE BLVD & NE 79 5 BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST . Vv NOTICE Thls submittal needs to be scheduled fora pubic hearing In accordance whh tlmellnes set forth in the City of Miami Cede. The applicable decision -malting body WU review the information at the public hearing to render a recommended on or a final decla on. 4 mt- 31.3 VIEW 32.5 24.3 24.5 35.3 25.3 21.0 19.5 16.7 20.0 21.6 14.3 25.0 8.3 32.6 25.3 22.7 35.2 24.0 30.6 32.3 33.0 21.7 26.6 22.8 31.8 25.7 22.4 27.9 22.7 29.3 30.3 30.4 21.3 135.0 PZ-21-10809 08/20/2 1 �sN co os 131.0 19.8 18.0 26.1 15.7 26.5 14.1 9.6 20.6 12.5 4 PURL/ Route 93 South G 0 4- Q. ROUTE 93 93 DIRECTION OUTBOUND OUTBOUND PEAK EARLY AM 02:45AM-05:59AM EARLY AM 02:45AM-05:59AM TIME 0545 0555 STOP ID 00037 00037 LOCATION BISCAYNE BLVD & NE 79 S BISCAYNE BLVD & NE 79 S 93 OUTBOUND AM PEAK 06:OOAM-08:30AM 0609 00037 BISCAYNE BLVD & NE 79 ST NOTICE This submittal needs to be'scheduled fora puboc hearing In accortlxnre whh bmellnes 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. 93 OUTBOUND AM PEAK 06:OOAM-08:30AM 0622 00037 BISCAYNE BLVD & NE 79 ST 93 OUTBOUND AM PEAK 06:OOAM-08:30AM 0635 00037 BISCAYNE BLVD & NE 79 ST 31.8 93 OUTBOUND AM PEAK 06:OOAM-08:30AM 0648 00037 BISCAYNE BLVD & NE 79 ST 40.8 93 OUTBOUND AM PEAK 06:OOAM-08:30AM 0706 00037 BISCAYNE BLVD & NE 79 ST 26.8 93 OUTBOUND AM PEAK 06:OOAM-08:30AM 0723 00037 BISCAYNE BLVD & NE 79 ST 30.7 93 OUTBOUND AM PEAK 06:OOAM-08:30AM 0741 00037 BISCAYNE BLVD & NE 79 ST 32.3 93 OUTBOUND AM PEAK 06:OOAM-08:30AM 0759 00037 BISCAYNE BLVD & NE 79 ST 29.7 93 OUTBOUND AM PEAK 06:OOAM-08:30AM 0818 00037 BISCAYNE BLVD & NE 79 ST 15.7 44, eVI EW CO PZ-21-10809 08/20/21 93 OUTBOUND MIDDAY 08:30AM-02:59PM 0838 00037 BISCAYNE BLVD & NE 79 ST 25.5 104.0 93 OUTBOUND MIDDAY 08:30AM-02:59PM 0856 00037 BISCAYNE BLVD & NE 79 ST 20.6 93 OUTBOUND MIDDAY 08:30AM-02:59PM 0920 00037 BISCAYNE BLVD & NE 79 ST 18.4 93 OUTBOUND MIDDAY 08:30AM-02:59PM 0949 00037 BISCAYNE BLVD & NE 79 ST 19.5 93 OUTBOUND MIDDAY 08:30AM-02:59PM 1020 00037 BISCAYNE BLVD & NE 79 ST 26.7 93 OUTBOUND MIDDAY 08:30AM-02:59PM 1049 00037 BISCAYNE BLVD & NE 79 ST 22.5 93 OUTBOUND MIDDAY 08:30AM-02:59PM 1118 00037 BISCAYNE BLVD & NE 79 ST 15.0 93 OUTBOUND MIDDAY 08:30AM-02:59PM 1147 00037 BISCAYNE BLVD & NE 79 ST 20.6 93 OUTBOUND MIDDAY 08:30AM-02:59PM 1216 00037 BISCAYNE BLVD & NE 79 ST 28.6 93 OUTBOUND MIDDAY 08:30AM-02:59PM 1246 00037 BISCAYNE BLVD & NE 79 ST 22.2 93 OUTBOUND MIDDAY 08:30AM-02:59PM 1300 00037 BISCAYNE BLVD & NE 79 ST 16.7 93 OUTBOUND MIDDAY 08:30AM-02:59PM 1315 00037 BISCAYNE BLVD & NE 79 ST 14.4 93 OUTBOUND MIDDAY 08:30AM-02:59PM 1330 00037 BISCAYNE BLVD & NE 79 ST 17.4 93 OUTBOUND MIDDAY 08:30AM-02:59PM 1343 00037 BISCAYNE BLVD & NE 79 ST 10.3 93 OUTBOUND MIDDAY 08:30AM-02:59PM 1356 00037 BISCAYNE BLVD & NE 79 ST 17.0 93 OUTBOUND MIDDAY 08:30AM-02:59PM 1411 00037 BISCAYNE BLVD & NE 79 ST 16.4 93 OUTBOUND MIDDAY 08:30AM-02:59PM 1427 00037 BISCAYNE BLVD & NE 79 ST 24.0 93 OUTBOUND MIDDAY 08:30AM-02:59PM 1442 00037 BISCAYNE BLVD & NE 79 ST 21.4 93 OUTBOUND MIDDAY 08:30AM-02:59PM 1457 00037 BISCAYNE BLVD & NE 79 ST 20.4 93 OUTBOUND PM PEAK 03:OOPM-05:59PM 1512 00037 BISCAYNE BLVD & NE 79 ST 21.4 93 OUTBOUND PM PEAK 03:OOPM-05:59PM 1527 00037 BISCAYNE BLVD & NE 79 ST 26.0 93 OUTBOUND PM PEAK 03:OOPM-05:59PM 1542 00037 BISCAYNE BLVD & NE 79 ST 16.3 93 OUTBOUND PM PEAK 03:OOPM-05:59PM 1557 00037 BISCAYNE BLVD & NE 79 ST 27.4 93 OUTBOUND PM PEAK 03:OOPM-05:59PM 1612 00037 BISCAYNE BLVD & NE 79 ST 30.2 93 OUTBOUND PM PEAK 03:OOPM-05:59PM 1627 00037 BISCAYNE BLVD & NE 79 ST 28.4 93 OUTBOUND PM PEAK 03:OOPM-05:59PM 1642 00037 BISCAYNE BLVD & NE 79 ST 7.7 93 OUTBOUND PM PEAK 03:OOPM-05:59PM 1700 00037 BISCAYNE BLVD & NE 79 ST 28.6 93 OUTBOUND PM PEAK 03:OOPM-05:59PM 1716 00037 BISCAYNE BLVD & NE 79 ST 18.4 84.0 93 OUTBOUND PM PEAK 03:OOPM-05:59PM 1732 00037 BISCAYNE BLVD & NE 79 ST 16.7 93 OUTBOUND PM PEAK 03:OOPM-05:59PM 1753 00037 BISCAYNE BLVD & NE 79 ST 16.7 93 OUTBOUND EVENING 06:OOPM-07:59PM 1815 00037 BISCAYNE BLVD & NE 79 ST 13.3 Route 112E ROUTE DIRECTION PEAK TIME STOP ID LOCATION Thls soE 112 OUTBOUND EARLY AM 02:45AM-05:59AM 0449 00706 NE 79 ST & BISCAYNE BLV ""„ dO 112 OUTBOUND EARLY AM 02:45AM-05:59AM 0510 00706 NE 79 ST & BISCAYNE BLVD 112 OUTBOUND EARLY AM 02:45AM-05:59AM 0514 00706 NE 79 ST & BISCAYNE BLVD 112 OUTBOUND EARLY AM 02:45AM-05:59AM 0514 00706 NE 79 ST & BISCAYNE BLVD 2 112 OUTBOUND EARLY AM 02:45AM-05:59AM 0531 00706 NE 79 ST & BISCAYNE BLVD 44.6 112 OUTBOUND EARLY AM 02:45AM-05:59AM 0539 00706 NE 79 ST & BISCAYNE BLVD 21.7 112 OUTBOUND EARLY AM 02:45AM-05:59AM 0547 00706 NE 79 ST & BISCAYNE BLVD 34.2 112 OUTBOUND EARLY AM 02:45AM-05:59AM 0548 00706 NE 79 ST & BISCAYNE BLVD 59.0 112 OUTBOUND EARLY AM 02:45AM-05:59AM 0550 00706 NE 79 ST & BISCAYNE BLVD 38.0 112 OUTBOUND EARLY AM 02:45AM-05:59AM 0552 00706 NE 79 ST & BISCAYNE BLVD 18.5 112 OUTBOUND EARLY AM 02:45AM-05:59AM 0557 00706 NE 79 ST & BISCAYNE BLVD 29.0 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0609 00706 NE 79 ST & BISCAYNE BLVD 36.0 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0617 00706 NE 79 ST & BISCAYNE BLVD 33.0 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0618 00706 NE 79 ST & BISCAYNE BLVD 31.0 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0619 00706 NE 79 ST & BISCAYNE BLVD 36.5 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0623 00706 NE 79 ST & BISCAYNE BLVD 31.7 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0629 00706 NE 79 ST & BISCAYNE BLVD 29.5 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0631 00706 NE 79 ST & BISCAYNE BLVD 38.0 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0631 00706 NE 79 ST & BISCAYNE BLVD 46.3 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0638 00706 NE 79 ST & BISCAYNE BLVD 38.0 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0647 00706 NE 79 ST & BISCAYNE BLVD 48.2 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0652 00706 NE 79 ST & BISCAYNE BLVD 63.7 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0656 00706 NE 79 ST & BISCAYNE BLVD 43.0 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0657 00706 NE 79 ST & BISCAYNE BLVD 57.7 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0659 00706 NE 79 ST & BISCAYNE BLVD 56.5 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0708 00706 NE 79 ST & BISCAYNE BLVD 48.4 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0724 00706 NE 79 ST & BISCAYNE BLVD 59.0 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0727 00706 NE 79 ST & BISCAYNE BLVD 75.0 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0729 00706 NE 79 ST & BISCAYNE BLVD 24.6 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0730 00706 NE 79 ST & BISCAYNE BLVD 26.3 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0734 00706 NE 79 ST & BISCAYNE BLVD 50.7 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0738 00706 NE 79 ST & BISCAYNE BLVD 56.0 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0738 00706 NE 79 ST & BISCAYNE BLVD 40.3 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0752 00706 NE 79 ST & BISCAYNE BLVD 18.6 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0754 00706 NE 79 ST & BISCAYNE BLVD 23.8 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0802 00706 NE 79 ST & BISCAYNE BLVD 44.0 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0805 00706 NE 79 ST & BISCAYNE BLVD 16.0 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0811 00706 NE 79 ST & BISCAYNE BLVD 26.3 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0817 00706 NE 79 ST & BISCAYNE BLVD 22.4 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0820 00706 NE 79 ST & BISCAYNE BLVD 28.4 112 OUTBOUND AM PEAK 06:OOAM-08:30AM 0829 00706 NE 79 ST & BISCAYNE BLVD 31.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 0834 00706 NE 79 ST & BISCAYNE BLVD 25.5 112 OUTBOUND MIDDAY 08:30AM-02:59PM 0838 00706 NE 79 ST & BISCAYNE BLVD 36.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 0844 00706 NE 79 ST & BISCAYNE BLVD 15.4 112 OUTBOUND MIDDAY 08:30AM-02:59PM 0846 00706 NE 79 ST & BISCAYNE BLVD 20.4 112 OUTBOUND MIDDAY 08:30AM-02:59PM 0848 00706 NE 79 ST & BISCAYNE BLVD 17.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 0902 00706 NE 79 ST & BISCAYNE BLVD 19.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 0904 00706 NE 79 ST & BISCAYNE BLVD 19.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 0913 00706 NE 79 ST & BISCAYNE BLVD 14.1 112 OUTBOUND MIDDAY 08:30AM-02:59PM 0916 00706 NE 79 ST & BISCAYNE BLVD 19.5 NOTICE nittal needs to be scheduled fora puboc hearing cot and whh timelines set forth in the City of :ode. The appLIca decision -malting body NOR he information at the pubec hearing to render a recommended on or a final decia on. PZ-21-10809 08/20/21 512.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 0922 00706 NE 79 ST & BISCAYNE BLVP 112 OUTBOUND MIDDAY 08:30AM-02:59PM 0928 00706 I NE 79 ST & BISCAYNE BLVIn mia,at 112 OUTBOUND MIDDAY 08:30AM-02:59PM 0932 00706 NE 79 ST & BISCAYNE BLVP e EC 112 OUTBOUND MIDDAY 08:30AM-02:59PM 0934 00706 NE 79 ST & BISCAYNE BLVD 112 OUTBOUND MIDDAY 08:30AM-02:59PM 0943 00706 NE 79 ST & BISCAYNE BLVD 112 OUTBOUND MIDDAY 08:30AM-02:59PM 0946 00706 NE 79 ST & BISCAYNE BLVD 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1002 00706 NE 79 ST & BISCAYNE BLVD 19.7 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1002 00706 NE 79 ST & BISCAYNE BLVD 22.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1004 00706 NE 79 ST & BISCAYNE BLVD 23.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1013 00706 NE 79 ST & BISCAYNE BLVD 11.5 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1016 00706 NE 79 ST & BISCAYNE BLVD 14.6 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1032 00706 NE 79 ST & BISCAYNE BLVD 14.3 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1034 00706 NE 79 ST & BISCAYNE BLVD 26.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1037 00706 NE 79 ST & BISCAYNE BLVD 19.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1043 00706 NE 79 ST & BISCAYNE BLVD 17.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1046 00706 NE 79 ST & BISCAYNE BLVD 19.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1048 00706 NE 79 ST & BISCAYNE BLVD 13.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1058 00706 NE 79 ST & BISCAYNE BLVD 13.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1113 00706 NE 79 ST & BISCAYNE BLVD 14.7 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1116 00706 NE 79 ST & BISCAYNE BLVD 19.6 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1117 00706 NE 79 ST & BISCAYNE BLVD 23.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1128 00706 NE 79 ST & BISCAYNE BLVD 24.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1128 00706 NE 79 ST & BISCAYNE BLVD 16.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1132 00706 NE 79 ST & BISCAYNE BLVD 21.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1143 00706 NE 79 ST & BISCAYNE BLVD 15.1 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1146 00706 NE 79 ST & BISCAYNE BLVD 20.9 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1202 00706 NE 79 ST & BISCAYNE BLVD 9.3 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1202 00706 NE 79 ST & BISCAYNE BLVD 9.7 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1204 00706 NE 79 ST & BISCAYNE BLVD 27.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1208 00706 NE 79 ST & BISCAYNE BLVD 27.5 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1213 00706 NE 79 ST & BISCAYNE BLVD 12.5 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1216 00706 NE 79 ST & BISCAYNE BLVD 18.3 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1232 00706 NE 79 ST & BISCAYNE BLVD 13.5 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1234 00706 NE 79 ST & BISCAYNE BLVD 37.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1242 00706 NE 79 ST & BISCAYNE BLVD 26.7 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1243 00706 NE 79 ST & BISCAYNE BLVD 28.7 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1246 00706 NE 79 ST & BISCAYNE BLVD 32.9 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1248 00706 NE 79 ST & BISCAYNE BLVD 24.3 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1302 00706 NE 79 ST & BISCAYNE BLVD 27.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1304 00706 NE 79 ST & BISCAYNE BLVD 37.7 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1314 00706 NE 79 ST & BISCAYNE BLVD 20.5 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1317 00706 NE 79 ST & BISCAYNE BLVD 29.4 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1322 00706 NE 79 ST & BISCAYNE BLVD 25.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1332 00706 NE 79 ST & BISCAYNE BLVD 32.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1334 00706 NE 79 ST & BISCAYNE BLVD 21.7 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1345 00706 NE 79 ST & BISCAYNE BLVD 22.3 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1345 00706 NE 79 ST & BISCAYNE BLVD 19.7 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1402 00706 NE 79 ST & BISCAYNE BLVD 33.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1402 00706 NE 79 ST & BISCAYNE BLVD 25.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1408 00706 NE 79 ST & BISCAYNE BLVD 35.0 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1414 00706 NE 79 ST & BISCAYNE BLVD 12.5 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1419 00706 NE 79 ST & BISCAYNE BLVD 15.9 NOTICE nMal needs to be scheduled fora puboc hearing cot and whh timelines set forth in the City of :ode. The appLIca decision -malting body NOR he information at the pubec hearing to render a recommended on or a final decia on. PZ-21-10809 08/20/21 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1419 00706 NE 79 ST & BISCAYNE BLVP 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1432 00706 NE 79 ST & BISCAYNE BLVI hla aoE 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1434 00706 NE 79 ST & BISCAYNE BLVP „ dO 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1442 00706 NE 79 ST & BISCAYNE BLVD 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1443 00706 NE 79 ST & BISCAYNE BLVD 2►'c 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1443 00706 NE 79 ST & BISCAYNE BLVD 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1447 00706 NE 79 ST & BISCAYNE BLVD 14.0 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1501 00706 NE 79 ST & BISCAYNE BLVD 20.5 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1504 00706 NE 79 ST & BISCAYNE BLVD 24.7 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1507 00706 NE 79 ST & BISCAYNE BLVD 12.3 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1508 00706 NE 79 ST & BISCAYNE BLVD 22.0 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1521 00706 NE 79 ST & BISCAYNE BLVD 25.5 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1528 00706 NE 79 ST & BISCAYNE BLVD 19.0 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1531 00706 NE 79 ST & BISCAYNE BLVD 26.6 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1532 00706 NE 79 ST & BISCAYNE BLVD 6.0 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1533 00706 NE 79 ST & BISCAYNE BLVD 17.6 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1533 00706 NE 79 ST & BISCAYNE BLVD 18.0 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1555 00706 NE 79 ST & BISCAYNE BLVD 22.1 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1556 00706 NE 79 ST & BISCAYNE BLVD 10.6 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1603 00706 NE 79 ST & BISCAYNE BLVD 26.0 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1604 00706 NE 79 ST & BISCAYNE BLVD 8.0 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1604 00706 NE 79 ST & BISCAYNE BLVD 12.7 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1610 00706 NE 79 ST & BISCAYNE BLVD 11.0 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1619 00706 NE 79 ST & BISCAYNE BLVD 17.6 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1620 00706 NE 79 ST & BISCAYNE BLVD 14.3 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1634 00706 NE 79 ST & BISCAYNE BLVD 6.0 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1634 00706 NE 79 ST & BISCAYNE BLVD 8.3 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1643 00706 NE 79 ST & BISCAYNE BLVD 21.5 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1643 00706 NE 79 ST & BISCAYNE BLVD 10.7 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1644 00706 NE 79 ST & BISCAYNE BLVD 12.0 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1704 00706 NE 79 ST & BISCAYNE BLVD 23.5 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1707 00706 NE 79 ST & BISCAYNE BLVD 15.0 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1708 00706 NE 79 ST & BISCAYNE BLVD 11.7 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1723 00706 NE 79 ST & BISCAYNE BLVD 24.0 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1730 00706 NE 79 ST & BISCAYNE BLVD 17.0 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1732 00706 NE 79 ST & BISCAYNE BLVD 16.3 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1733 00706 NE 79 ST & BISCAYNE BLVD 13.6 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1734 00706 NE 79 ST & BISCAYNE BLVD 10.0 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1734 00706 NE 79 ST & BISCAYNE BLVD 8.5 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1756 00706 NE 79 ST & BISCAYNE BLVD 11.5 112 OUTBOUND PM PEAK 03:OOPM-05:59PM 1757 00706 NE 79 ST & BISCAYNE BLVD 14.2 112 OUTBOUND EVENING 06:OOPM-07:59PM 1803 00706 NE 79 ST & BISCAYNE BLVD 15.5 112 OUTBOUND EVENING 06:OOPM-07:59PM 1805 00706 NE 79 ST & BISCAYNE BLVD 8.0 112 OUTBOUND EVENING 06:OOPM-07:59PM 1817 00706 NE 79 ST & BISCAYNE BLVD 17.0 112 OUTBOUND EVENING 06:OOPM-07:59PM 1825 00706 NE 79 ST & BISCAYNE BLVD 15.9 112 OUTBOUND EVENING 06:OOPM-07:59PM 1830 00706 NE 79 ST & BISCAYNE BLVD 10.5 112 OUTBOUND EVENING 06:OOPM-07:59PM 1833 00706 NE 79 ST & BISCAYNE BLVD 22.0 112 OUTBOUND EVENING 06:OOPM-07:59PM 1835 00706 NE 79 ST & BISCAYNE BLVD 14.0 112 OUTBOUND EVENING 06:OOPM-07:59PM 1856 00706 NE 79 ST & BISCAYNE BLVD 11.8 112 OUTBOUND EVENING 06:OOPM-07:59PM 1902 00706 NE 79 ST & BISCAYNE BLVD 18.4 112 OUTBOUND EVENING 06:OOPM-07:59PM 1906 00706 NE 79 ST & BISCAYNE BLVD 22.0 112 OUTBOUND EVENING 06:OOPM-07:59PM 1913 00706 NE 79 ST & BISCAYNE BLVD 13.0 NOTICE nMal needs to be scheduled fora puboc hearing cot and whh timelines set forth in the City of :ode. The appLIca decision -malting body NOR he information at the pubec hearing to render a recommended on or a final decia on. PZ-21-10809 08/20/21 184.0 112 OUTBOUND EVENING 06:OOPM-07:59PM 1930 00706 NE 79 ST & BISCAYNE BLVD f 112 OUTBOUND EVENING 06:OOPM-07:59PM 1941 00706 NE 79 ST & BISCAYNE BLVD Thia su In 112 OUTBOUND EVENING 06:OOPM-07:59PM 1943 00706 NE 79 ST & BISCAYNE BLVD a e„wi 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2008 00706 NE 79 ST & BISCAYNE BLVD 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2019 00706 NE 79 ST & BISCAYNE BLVD L.-1 1'�F 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2045 00706 NE 79 ST & BISCAYNE BLVD 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2048 00706 NE 79 ST & BISCAYNE BLVD 19.0 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2106 00706 NE 79 ST & BISCAYNE BLVD 24.0 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2111 00706 NE 79 ST & BISCAYNE BLVD 25.5 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2123 00706 NE 79 ST & BISCAYNE BLVD 30.4 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2143 00706 NE 79 ST & BISCAYNE BLVD 15.7 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2144 00706 NE 79 ST & BISCAYNE BLVD 20.0 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2145 00706 NE 79 ST & BISCAYNE BLVD 9.8 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2201 00706 NE 79 ST & BISCAYNE BLVD 10.5 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2221 00706 NE 79 ST & BISCAYNE BLVD 14.5 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2225 00706 NE 79 ST & BISCAYNE BLVD 19.4 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2236 00706 NE 79 ST & BISCAYNE BLVD 5.5 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2301 00706 NE 79 ST & BISCAYNE BLVD 9.0 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2305 00706 NE 79 ST & BISCAYNE BLVD 12.9 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2333 00706 NE 79 ST & BISCAYNE BLVD 2.0 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2337 00706 NE 79 ST & BISCAYNE BLVD 17.0 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2351 00706 NE 79 ST & BISCAYNE BLVD 7.5 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2408 00706 NE 79 ST & BISCAYNE BLVD 8.0 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2438 00706 NE 79 ST & BISCAYNE BLVD 7.0 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2439 00706 NE 79 ST & BISCAYNE BLVD 3.5 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2440 00706 NE 79 ST & BISCAYNE BLVD 6.2 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2538 00706 NE 79 ST & BISCAYNE BLVD 7.0 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2539 00706 NE 79 ST & BISCAYNE BLVD 3.0 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2540 00706 NE 79 ST & BISCAYNE BLVD 4.6 NOTICE bmittal needs to be scheduled fora puboc hearing ceonbancewhh timelines set forth in the City of Code. The appli®de decision -malting body NOR The information at the pubec hearing to render a recommended on or a final decia on. PZ-21-10809 08/20/21 Route 112 W hla aobm; In accm Mlaml�a resiewihE ROUTE DIRECTION PEAK TIME STOP ID LOCATION 112 INBOUND EARLY AM 02:45AM-05:59AM 0438 00712 NE 79 ST &BISCAYNE BLVD 112 INBOUND EARLY AM 02:45AM-05:59AM 0438 00712 NE 79 ST & BISCAYNE BLVD 112 INBOUND EARLY AM 02:45AM-05:59AM 0438 00712 NE 79 ST & BISCAYNE BLVD 112 INBOUND EARLY AM 02:45AM-05:59AM 0517 00712 NE 79 ST & BISCAYNE BLVD 2. 112 INBOUND EARLY AM 02:45AM-05:59AM 0518 00712 NE 79 ST & BISCAYNE BLVD 15.0 112 INBOUND EARLY AM 02:45AM-05:59AM 0520 00712 NE 79 ST & BISCAYNE BLVD 16.0 112 INBOUND EARLY AM 02:45AM-05:59AM 0527 00712 NE 79 ST & BISCAYNE BLVD 12.5 112 INBOUND EARLY AM 02:45AM-05:59AM 0531 00712 NE 79 ST & BISCAYNE BLVD 3.0 112 INBOUND EARLY AM 02:45AM-05:59AM 0542 00712 NE 79 ST & BISCAYNE BLVD 18.0 112 INBOUND AM PEAK 06:OOAM-08:30AM 0604 00712 NE 79 ST & BISCAYNE BLVD 5.0 112 INBOUND AM PEAK 06:OOAM-08:30AM 0605 00712 NE 79 ST & BISCAYNE BLVD 19.7 112 INBOUND AM PEAK 06:OOAM-08:30AM 0606 00712 NE 79 ST & BISCAYNE BLVD 16.0 112 INBOUND AM PEAK 06:OOAM-08:30AM 0611 00712 NE 79 ST & BISCAYNE BLVD 9.5 112 INBOUND AM PEAK 06:OOAM-08:30AM 0621 00712 NE 79 ST & BISCAYNE BLVD 18.0 112 INBOUND AM PEAK 06:OOAM-08:30AM 0622 00712 NE 79 ST & BISCAYNE BLVD 11.3 112 INBOUND AM PEAK 06:OOAM-08:30AM 0634 00712 NE 79 ST & BISCAYNE BLVD 14.4 112 INBOUND AM PEAK 06:OOAM-08:30AM 0637 00712 NE 79 ST & BISCAYNE BLVD 16.0 112 INBOUND AM PEAK 06:OOAM-08:30AM 0639 00712 NE 79 ST & BISCAYNE BLVD 3.7 112 INBOUND AM PEAK 06:OOAM-08:30AM 0643 00712 NE 79 ST & BISCAYNE BLVD 4.4 112 INBOUND AM PEAK 06:OOAM-08:30AM 0646 00712 NE 79 ST & BISCAYNE BLVD 10.8 112 INBOUND AM PEAK 06:OOAM-08:30AM 0651 00712 NE 79 ST & BISCAYNE BLVD 19.5 112 INBOUND AM PEAK 06:OOAM-08:30AM 0657 00712 NE 79 ST & BISCAYNE BLVD 17.7 112 INBOUND AM PEAK 06:OOAM-08:30AM 0658 00712 NE 79 ST & BISCAYNE BLVD 13.3 112 INBOUND AM PEAK 06:OOAM-08:30AM 0706 00712 NE 79 ST & BISCAYNE BLVD 7.0 112 INBOUND AM PEAK 06:OOAM-08:30AM 0710 00712 NE 79 ST & BISCAYNE BLVD 10.6 112 INBOUND AM PEAK 06:OOAM-08:30AM 0717 00712 NE 79 ST & BISCAYNE BLVD 8.0 112 INBOUND AM PEAK 06:OOAM-08:30AM 0721 00712 NE 79 ST & BISCAYNE BLVD 14.5 112 INBOUND AM PEAK 06:OOAM-08:30AM 0722 00712 NE 79 ST & BISCAYNE BLVD 12.2 112 INBOUND AM PEAK 06:OOAM-08:30AM 0734 00712 NE 79 ST & BISCAYNE BLVD 11.7 112 INBOUND AM PEAK 06:OOAM-08:30AM 0736 00712 NE 79 ST & BISCAYNE BLVD 15.3 112 INBOUND AM PEAK 06:OOAM-08:30AM 0737 00712 NE 79 ST & BISCAYNE BLVD 9.0 112 INBOUND AM PEAK 06:OOAM-08:30AM 0746 00712 NE 79 ST & BISCAYNE BLVD 16.0 112 INBOUND AM PEAK 06:OOAM-08:30AM 0751 00712 NE 79 ST & BISCAYNE BLVD 8.0 112 INBOUND AM PEAK 06:OOAM-08:30AM 0757 00712 NE 79 ST & BISCAYNE BLVD 10.0 112 INBOUND AM PEAK 06:OOAM-08:30AM 0758 00712 NE 79 ST & BISCAYNE BLVD 11.9 112 INBOUND AM PEAK 06:OOAM-08:30AM 0806 00712 NE 79 ST & BISCAYNE BLVD 8.0 112 INBOUND AM PEAK 06:OOAM-08:30AM 0810 00712 NE 79 ST & BISCAYNE BLVD 13.3 112 INBOUND AM PEAK 06:OOAM-08:30AM 0821 00712 NE 79 ST & BISCAYNE BLVD 12.3 112 INBOUND AM PEAK 06:OOAM-08:30AM 0822 00712 NE 79 ST & BISCAYNE BLVD 10.3 112 INBOUND MIDDAY 08:30AM-02:59PM 0834 00712 NE 79 ST & BISCAYNE BLVD 8.5 112 INBOUND MIDDAY 08:30AM-02:59PM 0836 00712 NE 79 ST & BISCAYNE BLVD 6.0 112 INBOUND MIDDAY 08:30AM-02:59PM 0837 00712 NE 79 ST & BISCAYNE BLVD 4.7 112 INBOUND MIDDAY 08:30AM-02:59PM 0846 00712 NE 79 ST & BISCAYNE BLVD 10.3 112 INBOUND MIDDAY 08:30AM-02:59PM 0851 00712 NE 79 ST & BISCAYNE BLVD 8.0 112 INBOUND MIDDAY 08:30AM-02:59PM 0857 00712 NE 79 ST & BISCAYNE BLVD 13.7 112 INBOUND MIDDAY 08:30AM-02:59PM 0858 00712 NE 79 ST & BISCAYNE BLVD 8.6 112 INBOUND MIDDAY 08:30AM-02:59PM 0906 00712 NE 79 ST & BISCAYNE BLVD 11.0 112 INBOUND MIDDAY 08:30AM-02:59PM 0910 00712 NE 79 ST & BISCAYNE BLVD 10.1 112 INBOUND MIDDAY 08:30AM-02:59PM 0917 00712 NE 79 ST & BISCAYNE BLVD 12.0 112 INBOUND MIDDAY 08:30AM-02:59PM 0922 00712 NE 79 ST & BISCAYNE BLVD 7.6 112 INBOUND MIDDAY 08:30AM-02:59PM 0934 00712 NE 79 ST & BISCAYNE BLVD 9.9 112 INBOUND MIDDAY 08:30AM-02:59PM 0936 00712 NE 79 ST & BISCAYNE BLVD 10.5 112 INBOUND MIDDAY 08:30AM-02:59PM 0937 00712 NE 79 ST & BISCAYNE BLVD 11.0 NOTICE lal needs to be scheduled fora pubic hearing land whh timelines set forth in the City of le. The applic4 decision -malting body will information at the public hearing to render a ecommendati on or a final decia on. PZ-21-10809 08/20/21 143 I 112 INBOUND MIDDAY 08:30AM-02:59PM 0946 00712 NE 79 ST &BISCAYNE BLVD * 1 Thl„ubmi In accm Mlaml�a reWewihE 112 INBOUND MIDDAY 08:30AM-02:59PM 0951 00712 NE 79 ST & BISCAYNE BLVD 112 INBOUND MIDDAY 08:30AM-02:59PM 0957 00712 NE 79 ST & BISCAYNE BLVD 112 INBOUND MIDDAY 08:30AM-02:59PM 0958 00712 NE 79 ST & BISCAYNE BLVD 112 INBOUND MIDDAY 08:30AM-02:59PM 1006 00712 NE 79 ST & BISCAYNE BLVD 112 INBOUND MIDDAY 08:30AM-02:59PM 1013 00712 NE 79 ST & BISCAYNE BLVD 14. 112 INBOUND MIDDAY 08:30AM-02:59PM 1017 00712 NE 79 ST & BISCAYNE BLVD 7.3 112 INBOUND MIDDAY 08:30AM-02:59PM 1021 00712 NE 79 ST & BISCAYNE BLVD 10.7 112 INBOUND MIDDAY 08:30AM-02:59PM 1028 00712 NE 79 ST & BISCAYNE BLVD 11.4 112 INBOUND MIDDAY 08:30AM-02:59PM 1036 00712 NE 79 ST & BISCAYNE BLVD 9.0 112 INBOUND MIDDAY 08:30AM-02:59PM 1037 00712 NE 79 ST & BISCAYNE BLVD 9.3 112 INBOUND MIDDAY 08:30AM-02:59PM 1043 00712 NE 79 ST & BISCAYNE BLVD 12.5 112 INBOUND MIDDAY 08:30AM-02:59PM 1051 00712 NE 79 ST & BISCAYNE BLVD 13.0 112 INBOUND MIDDAY 08:30AM-02:59PM 1057 00712 NE 79 ST & BISCAYNE BLVD 10.3 112 INBOUND MIDDAY 08:30AM-02:59PM 1058 00712 NE 79 ST & BISCAYNE BLVD 12.9 112 INBOUND MIDDAY 08:30AM-02:59PM 1106 00712 NE 79 ST & BISCAYNE BLVD 11.0 112 INBOUND MIDDAY 08:30AM-02:59PM 1113 00712 NE 79 ST & BISCAYNE BLVD 14.0 112 INBOUND MIDDAY 08:30AM-02:59PM 1117 00712 NE 79 ST & BISCAYNE BLVD 6.7 112 INBOUND MIDDAY 08:30AM-02:59PM 1121 00712 NE 79 ST & BISCAYNE BLVD 10.0 112 INBOUND MIDDAY 08:30AM-02:59PM 1128 00712 NE 79 ST & BISCAYNE BLVD 7.5 112 INBOUND MIDDAY 08:30AM-02:59PM 1136 00712 NE 79 ST & BISCAYNE BLVD 11.7 112 INBOUND MIDDAY 08:30AM-02:59PM 1143 00712 NE 79 ST & BISCAYNE BLVD 14.1 112 INBOUND MIDDAY 08:30AM-02:59PM 1151 00712 NE 79 ST & BISCAYNE BLVD 7.0 112 INBOUND MIDDAY 08:30AM-02:59PM 1157 00712 NE 79 ST & BISCAYNE BLVD 6.0 112 INBOUND MIDDAY 08:30AM-02:59PM 1158 00712 NE 79 ST & BISCAYNE BLVD 11.3 112 INBOUND MIDDAY 08:30AM-02:59PM 1206 00712 NE 79 ST & BISCAYNE BLVD 8.3 112 INBOUND MIDDAY 08:30AM-02:59PM 1213 00712 NE 79 ST & BISCAYNE BLVD 11.0 112 INBOUND MIDDAY 08:30AM-02:59PM 1217 00712 NE 79 ST & BISCAYNE BLVD 14.3 112 INBOUND MIDDAY 08:30AM-02:59PM 1221 00712 NE 79 ST & BISCAYNE BLVD 15.0 112 INBOUND MIDDAY 08:30AM-02:59PM 1228 00712 NE 79 ST & BISCAYNE BLVD 10.9 112 INBOUND MIDDAY 08:30AM-02:59PM 1237 00712 NE 79 ST & BISCAYNE BLVD 23.0 112 INBOUND MIDDAY 08:30AM-02:59PM 1243 00712 NE 79 ST & BISCAYNE BLVD 15.5 112 INBOUND MIDDAY 08:30AM-02:59PM 1251 00712 NE 79 ST & BISCAYNE BLVD 20.5 112 INBOUND MIDDAY 08:30AM-02:59PM 1257 00712 NE 79 ST & BISCAYNE BLVD 18.0 112 INBOUND MIDDAY 08:30AM-02:59PM 1258 00712 NE 79 ST & BISCAYNE BLVD 14.1 112 INBOUND MIDDAY 08:30AM-02:59PM 1306 00712 NE 79 ST & BISCAYNE BLVD 7.5 112 INBOUND MIDDAY 08:30AM-02:59PM 1313 00712 NE 79 ST & BISCAYNE BLVD 11.4 112 INBOUND MIDDAY 08:30AM-02:59PM 1317 00712 NE 79 ST & BISCAYNE BLVD 6.7 112 INBOUND MIDDAY 08:30AM-02:59PM 1321 00712 NE 79 ST & BISCAYNE BLVD 7.5 112 INBOUND MIDDAY 08:30AM-02:59PM 1328 00712 NE 79 ST & BISCAYNE BLVD 11.6 112 INBOUND MIDDAY 08:30AM-02:59PM 1336 00712 NE 79 ST & BISCAYNE BLVD 6.7 112 INBOUND MIDDAY 08:30AM-02:59PM 1337 00712 NE 79 ST & BISCAYNE BLVD 13.5 112 INBOUND MIDDAY 08:30AM-02:59PM 1343 00712 NE 79 ST & BISCAYNE BLVD 12.6 112 INBOUND MIDDAY 08:30AM-02:59PM 1351 00712 NE 79 ST & BISCAYNE BLVD 21.0 112 INBOUND MIDDAY 08:30AM-02:59PM 1357 00712 NE 79 ST & BISCAYNE BLVD 12.0 112 INBOUND MIDDAY 08:30AM-02:59PM 1358 00712 NE 79 ST & BISCAYNE BLVD 15.2 112 INBOUND MIDDAY 08:30AM-02:59PM 1406 00712 NE 79 ST & BISCAYNE BLVD 11.5 112 INBOUND MIDDAY 08:30AM-02:59PM 1413 00712 NE 79 ST & BISCAYNE BLVD 19.1 112 INBOUND MIDDAY 08:30AM-02:59PM 1417 00712 NE 79 ST & BISCAYNE BLVD 14.3 112 INBOUND MIDDAY 08:30AM-02:59PM 1421 00712 NE 79 ST & BISCAYNE BLVD 16.7 112 INBOUND MIDDAY 08:30AM-02:59PM 1428 00712 NE 79 ST & BISCAYNE BLVD 23.5 112 INBOUND MIDDAY 08:30AM-02:59PM 1436 00712 NE 79 ST & BISCAYNE BLVD 14.0 112 INBOUND MIDDAY 08:30AM-02:59PM 1437 00712 NE 79 ST & BISCAYNE BLVD 19.0 112 INBOUND MIDDAY 08:30AM-02:59PM 1443 00712 NE 79 ST & BISCAYNE BLVD 17.5 112 INBOUND MIDDAY 08:30AM-02:59PM 1451 00712 NE 79 ST & BISCAYNE BLVD 16.7 NOTICE lal needs to be scheduled fora pubic hearing land whh timelines set forth in the City of le. The applic4 decision -malting body will information at the public hearing to render a ecommendati on or a final decia on. PZ-21-10809 08/20/21 112 INBOUND MIDDAY 08:30AM-02:59PM 1458 00712 NE 79 ST & BISCAYNE BLVD * 1 112 INBOUND PM PEAK 03:OOPM-05:59PM 1506 00712 NE 79 ST & BISCAYNE BLVD Th,asobm; 112 INBOUND PM PEAK 03:00PM-05:59PM 1511 00712 NE 79 ST & BISCAYNE BLVD In accm Mlaml�a reWewihE 112 INBOUND PM PEAK 03:00PM-05:59PM 1517 00712 NE 79 ST & BISCAYNE BLVD 112 INBOUND PM PEAK 03:00PM-05:59PM 1522 00712 NE 79 ST & BISCAYNE BLVD 112 INBOUND PM PEAK 03:00PM-05:59PM 1534 00712 NE 79 ST & BISCAYNE BLVD 15. 112 INBOUND PM PEAK 03:00PM-05:59PM 1536 00712 NE 79 ST & BISCAYNE BLVD 16.0 112 INBOUND PM PEAK 03:OOPM-05:59PM 1537 00712 NE 79 ST & BISCAYNE BLVD 38.0 112 INBOUND PM PEAK 03:OOPM-05:59PM 1546 00712 NE 79 ST & BISCAYNE BLVD 18.4 112 INBOUND PM PEAK 03:OOPM-05:59PM 1551 00712 NE 79 ST & BISCAYNE BLVD 29.0 112 INBOUND PM PEAK 03:OOPM-05:59PM 1557 00712 NE 79 ST & BISCAYNE BLVD 20.0 112 INBOUND PM PEAK 03:OOPM-05:59PM 1558 00712 NE 79 ST & BISCAYNE BLVD 20.7 112 INBOUND PM PEAK 03:OOPM-05:59PM 1606 00712 NE 79 ST & BISCAYNE BLVD 30.0 112 INBOUND PM PEAK 03:OOPM-05:59PM 1610 00712 NE 79 ST & BISCAYNE BLVD 23.4 112 INBOUND PM PEAK 03:OOPM-05:59PM 1617 00712 NE 79 ST & BISCAYNE BLVD 16.0 112 INBOUND PM PEAK 03:OOPM-05:59PM 1621 00712 NE 79 ST & BISCAYNE BLVD 39.5 112 INBOUND PM PEAK 03:OOPM-05:59PM 1622 00712 NE 79 ST & BISCAYNE BLVD 28.0 112 INBOUND PM PEAK 03:OOPM-05:59PM 1634 00712 NE 79 ST & BISCAYNE BLVD 29.5 112 INBOUND PM PEAK 03:OOPM-05:59PM 1636 00712 NE 79 ST & BISCAYNE BLVD 31.0 112 INBOUND PM PEAK 03:OOPM-05:59PM 1637 00712 NE 79 ST & BISCAYNE BLVD 38.0 112 INBOUND PM PEAK 03:OOPM-05:59PM 1646 00712 NE 79 ST & BISCAYNE BLVD 25.9 112 INBOUND PM PEAK 03:OOPM-05:59PM 1651 00712 NE 79 ST & BISCAYNE BLVD 39.5 112 INBOUND PM PEAK 03:OOPM-05:59PM 1657 00712 NE 79 ST & BISCAYNE BLVD 19.0 112 INBOUND PM PEAK 03:OOPM-05:59PM 1658 00712 NE 79 ST & BISCAYNE BLVD 36.4 112 INBOUND PM PEAK 03:OOPM-05:59PM 1706 00712 NE 79 ST & BISCAYNE BLVD 9.0 112 INBOUND PM PEAK 03:OOPM-05:59PM 1710 00712 NE 79 ST & BISCAYNE BLVD 39.3 112 INBOUND PM PEAK 03:OOPM-05:59PM 1717 00712 NE 79 ST & BISCAYNE BLVD 29.0 112 INBOUND PM PEAK 03:OOPM-05:59PM 1721 00712 NE 79 ST & BISCAYNE BLVD 40.0 112 INBOUND PM PEAK 03:OOPM-05:59PM 1722 00712 NE 79 ST & BISCAYNE BLVD 30.5 112 INBOUND PM PEAK 03:OOPM-05:59PM 1734 00712 NE 79 ST & BISCAYNE BLVD 38.9 112 INBOUND PM PEAK 03:OOPM-05:59PM 1736 00712 NE 79 ST & BISCAYNE BLVD 26.0 112 INBOUND PM PEAK 03:OOPM-05:59PM 1737 00712 NE 79 ST & BISCAYNE BLVD 51.3 112 INBOUND PM PEAK 03:OOPM-05:59PM 1746 00712 NE 79 ST & BISCAYNE BLVD 24.2 112 INBOUND PM PEAK 03:OOPM-05:59PM 1751 00712 NE 79 ST & BISCAYNE BLVD 22.0 112 INBOUND PM PEAK 03:OOPM-05:59PM 1757 00712 NE 79 ST & BISCAYNE BLVD 42.0 112 INBOUND PM PEAK 03:OOPM-05:59PM 1758 00712 NE 79 ST & BISCAYNE BLVD 22.4 112 INBOUND EVENING 06:OOPM-07:59PM 1806 00712 NE 79 ST & BISCAYNE BLVD 31.0 112 INBOUND EVENING 06:OOPM-07:59PM 1810 00712 NE 79 ST & BISCAYNE BLVD 16.4 112 INBOUND EVENING 06:OOPM-07:59PM 1821 00712 NE 79 ST & BISCAYNE BLVD 19.5 112 INBOUND EVENING 06:OOPM-07:59PM 1822 00712 NE 79 ST & BISCAYNE BLVD 20.5 112 INBOUND EVENING 06:OOPM-07:59PM 1837 00712 NE 79 ST & BISCAYNE BLVD 21.5 112 INBOUND EVENING 06:OOPM-07:59PM 1837 00712 NE 79 ST & BISCAYNE BLVD 32.0 112 INBOUND EVENING 06:OOPM-07:59PM 1851 00712 NE 79 ST & BISCAYNE BLVD 11.0 112 INBOUND EVENING 06:OOPM-07:59PM 1852 00712 NE 79 ST & BISCAYNE BLVD 11.3 112 INBOUND EVENING 06:OOPM-07:59PM 1857 00712 NE 79 ST & BISCAYNE BLVD 48.0 112 INBOUND EVENING 06:OOPM-07:59PM 1907 00712 NE 79 ST & BISCAYNE BLVD 14.8 112 INBOUND EVENING 06:OOPM-07:59PM 1921 00712 NE 79 ST & BISCAYNE BLVD 26.5 112 INBOUND EVENING 06:OOPM-07:59PM 1922 00712 NE 79 ST & BISCAYNE BLVD 8.3 112 INBOUND EVENING 06:OOPM-07:59PM 1927 00712 NE 79 ST & BISCAYNE BLVD 33.5 112 INBOUND EVENING 06:OOPM-07:59PM 1936 00712 NE 79 ST & BISCAYNE BLVD 10.0 112 INBOUND EVENING 06:OOPM-07:59PM 1938 00712 NE 79 ST & BISCAYNE BLVD 14.0 112 INBOUND EVENING 06:OOPM-07:59PM 1956 00712 NE 79 ST & BISCAYNE BLVD 15.0 112 INBOUND EVENING 06:OOPM-07:59PM 1957 00712 NE 79 ST & BISCAYNE BLVD 28.0 112 INBOUND EVENING 06:OOPM-07:59PM 1958 00712 NE 79 ST & BISCAYNE BLVD 16.1 112 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2018 00712 NE 79 ST & BISCAYNE BLVD 14.3 NOTICE lal needs to be scheduled fora pubic hearing land whh timelines set forth in the City of le. The applic4 decision -malting body will information at the public hearing to render a ecommendati on or a final decia on. PZ-21-10809 08/20/21 411.0 I 112 INBOUND LATE NIGHT 08:00PM-03:00AM 2027 00712 NE 79 ST &BISCAYNE BLVD �,haabm; In accm Mlami�o reWewihr 112 INBOUND LATE NIGHT 08:00PM-03:00AM 2031 00712 NE 79 ST & BISCAYNE BLVD 112 INBOUND LATE NIGHT 08:00PM-03:00AM 2048 00712 NE 79 ST & BISCAYNE BLVD 112 INBOUND LATE NIGHT 08:00PM-03:00AM 2052 00712 NE 79 ST & BISCAYNE BLVD 112 INBOUND LATE NIGHT 08:00PM-03:00AM 2114 00712 NE 79 ST & BISCAYNE BLVD 112 INBOUND LATE NIGHT 08:00PM-03:00AM 2127 00712 NE 79 ST & BISCAYNE BLVD 9. 112 INBOUND LATE NIGHT 08:00PM-03:00AM 2128 00712 NE 79 ST & BISCAYNE BLVD 15.6 112 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2152 00712 NE 79 ST & BISCAYNE BLVD 8.0 112 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2208 00712 NE 79 ST & BISCAYNE BLVD 18.9 112 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2224 00712 NE 79 ST & BISCAYNE BLVD 14.5 112 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2227 00712 NE 79 ST & BISCAYNE BLVD 33.3 112 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2248 00712 NE 79 ST & BISCAYNE BLVD 24.2 112 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2256 00712 NE 79 ST & BISCAYNE BLVD 37.0 112 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2317 00712 NE 79 ST & BISCAYNE BLVD 17.5 112 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2328 00712 NE 79 ST & BISCAYNE BLVD 24.4 112 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2338 00712 NE 79 ST & BISCAYNE BLVD 12.5 112 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2342 00712 NE 79 ST & BISCAYNE BLVD 12.5 112 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2408 00712 NE 79 ST & BISCAYNE BLVD 11.8 112 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2412 00712 NE 79 ST & BISCAYNE BLVD 13.0 112 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2440 00712 NE 79 ST & BISCAYNE BLVD 12.0 112 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2442 00712 NE 79 ST & BISCAYNE BLVD 11.0 112 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2443 00712 NE 79 ST & BISCAYNE BLVD 28.7 112 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2540 00712 NE 79 ST & BISCAYNE BLVD 19.8 112 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2542 00712 NE 79 ST & BISCAYNE BLVD 23.5 112 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2543 00712 NE 79 ST & BISCAYNE BLVD 15.0 NOTICE nal needs to be scheduled fora puboc hearing dance whh timelines set forth in the City of tie. The applic4 decision -malting body will information at the pubec hearing to render a recommended on or a final decia on. PZ-21-10809 08/20/21 . Vv Route 202 North 1 NOTIC alneetlsobeeehetla�tlh whh tlmelinea set for lnlormatlon at the public h nzommentlatlon or a final i PZ-21-1081 08/20/21 ROUTE DIRECTION PEAK TIME STOP ID LOCATION hlaaobm In accortlana 202 NORTHBOUND 830 AM Peak 1229 NE 54 ST NE 1 AV MiamiCmtle.Theappli®tletl�iWon Wewthe 202 NORTHBOUND 830 AM Peak 1229 NE 54 ST NE 1 AV JA 202 NORTHBOUND 930 Midday 1229 NE 54 ST NE 1 AV 1.1,t► 202 NORTHBOUND 1015 Midday 1229 NE 54 ST NE 1 AV 4.3 1.8 REii1EW 202 NORTHBOUND 1100 Midday 1229 NE 54 ST NE 1 AV 202 NORTHBOUND 1145 Midday 1229 NE 54 ST NE 1 AV 8.0 202 NORTHBOUND 1230 Midday 1229 NE 54 ST NE 1 AV 2.6 202 NORTHBOUND 1315 Midday 1229 NE 54 ST NE 1 AV 1.0 202 NORTHBOUND 1400 Midday 1229 NE 54 ST NE 1 AV 1.3 202 NORTHBOUND 1445 Midday 1229 NE 54 ST NE 1 AV 2.0 4.0 202 NORTHBOUND 1540 PM Peak 1229 NE 54 ST NE 1 AV 2.4 202 NORTHBOUND 1645 PM Peak 1229 NE 54 ST NE 1 AV 1.4 202 NORTHBOUND 1645 PM Peak 1229 NE 54 ST NE 1 AV 2.0 E r a public hearing Ih in the City of mama body wlll ri gto render eciaon 9 . Vv Route 202 South 1 N OT I C alneetlsobeeehetla�tlh whh tlmelinea set for lnlormatlon at the public h nzommentlatlon or a final i PZ-21-1081 08/20/21 ROUTE DIRECTION PEAK TIME STOP ID LOCATION hlaaobm In accortlana 202 SOUTHBOUND 756 AM Peak 1226 NE 54 ST NE 1 AV MiamiCmtle.Theappli®tletl�iWon Wewthe 202 SOUTHBOUND 856 AM Peak 1226 NE 54 ST NE 1 AV J+A 202 SOUTHBOUND 930 Midday 1226 NE 54 ST NE 1 AV 4.1, 202 SOUTHBOUND 1015 Midday 1226 NE 54 ST NE 1 AV 3.7 ''tvi EW 202 SOUTHBOUND 1100 Midday 1226 NE 54 ST NE 1 AV 3.7 202 SOUTHBOUND 1145 Midday 1226 NE 54 ST NE 1 AV 3.0 202 SOUTHBOUND 1230 Midday 1226 NE 54 ST NE 1 AV 5.7 202 SOUTHBOUND 1315 Midday 1226 NE 54 ST NE 1 AV 2.6 202 SOUTHBOUND 1400 Midday 1226 NE 54 ST NE 1 AV 3.6 202 SOUTHBOUND 1450 Midday 1226 NE 54 ST NE 1 AV 2.9 202 SOUTHBOUND 1606 PM Peak 1226 NE 54 ST NE 1 AV 2.4 3.0 202 SOUTHBOUND 1711 PM Peak 1226 NE 54 ST NE 1 AV 2.6 E r a public hearing Ih in the City of mama body wlll ri gto render eciaon 9 4 PURL/ G 0 4- Q NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca decision -making body NOR redew the information at the pubc hearing to render a recommended on or a final decla on. PZ-21-10809 08/20/21 sN SEW cO�Qv Appendix G Growth Rate Calculations Growth Rate Summary Station Number Location Historic Growth SERPM 10-year 2010 2040 1 Gro 0103 NE 82nd Street -- 750' east of NE 7th Avenue 3.77% 28,226 32,780 0.54% 0104 SR 934/NE 79th Street -- 200' west of NE 4th Court 5.20% 29,507 38,159 0.98% 0105 SR 934/NE 82nd Street -- 200' west of NE 3rd Place -0.07% 28,940 34,183 0.60% 0142 SR 934/N 79th Street -- 200' east of N Bayshore Court 1.99% - - - 0145 SR 934/NE 79th Street -- 600' west of NE 10th Avenue 0.17% 20,298 25,756 0.90% 5060 SR 5/US-1 -- 200' south of NE 53rd Street 0.18% 20,306 27,640 1.20% 5065 SR 5/US-1 -- 200' north of NE 71st Street 0.49% 22,423 29,456 1.05% 5068 SR 5/US-1 -- 200' north of NE 79th Street/SR 934 -1.54% 27,237 33,953 0.82% 5355 SR 944/NW 54th Street -- 200 feet west of SR 5/US-1 1.05% 11,449 16,019 1.33% 7066 NE 2nd Avenue -- 100 feet south of NE 51st Street 0.82% 7,389 11,703 1.95% Average 1.21% 1.04% 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 -malting body NOR resiew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 08/20/21 K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update \ Gales \Growth\Growth Rate Summary.xls 4 PURL/ G 0 4- Q NOTICE This submittal needs to be' scheduled fora pubic hearing In acoordanre whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubc hearing to render a recommended on or a final decM on. PZ-21-10809 08/20/21 sN SEW cO�Qv FDOT Historical Growth FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2018 HISTORICAL AADT REPORT COUNTY: 87 MIAMI-DADE SITE: 0103 NE 82ST/ONE-WAY-PAIR WE. 750' E NE 7 AVE. YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2018 12500 C W 12500 0 9.00 99.90 8.50 2017 17000 C W 17000 0 9.00 99.90 6.90 2016 13500 C W 13500 0 9.00 99.90 7.20 2015 13000 C W 13000 0 9.00 99.90 11.80 2014 14000 C W 14000 9.00 99.90 10.40 2013 11500 C W 11500 0 9.00 99.90 9.00 2012 11500 C W 11500 0 9.00 99.90 10.50 2011 13000 C W 13000 0 9.00 99.90 10.50 2010 10000 C W 10000 0 8.98 99.99 9.50 2009 11500 C W 11500 0 8.99 99.99 8.40 2008 11500 C W 11500 0 9.09 99.99 9.60 2007 12000 C W 12000 0 8.01 99.99 6.60 2006 11500 C W 11500 0 7.97 99.99 8.80 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 This submittal needs to be scheduled fora pubic hearing in accordance w1h timelines set forth In the City of Miami Code. The apphw de decision -making body will renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 Traffic Trends - V03.a NE 82 Street/One Way Pair WB -- 750 feet east of NE 7 Avenue County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 25000 — =Observed Count Fitted Curve 20000 — 15000 — 10000 — 5000 — 0 2009 2014 2019 2024 2029 2034 Year Trend R-squared: 42.32% Trend Annual Historic Growth Rate: 3.77% Printed: 5-Feb-20 Straight Line Growth Option Miami NE 82 Street/0 Year 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 Traffic Count* 11500 10000 13000 11500 11500 14000 13000 13500 17000 12500 This submittal needs to be scheduled for a public hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica de decision -malting bodywill renew the Information at the pane hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 10900 11300 11700 12100 12500 13000 13400 13800 14200 14600 *Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2018 HISTORICAL AADT REPORT COUNTY: 87 MIAMI-DADE SITE: 0104 SR 934/NE 79 ST/ONE WAY PAIR EB, 200' W NE 4 CT YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2018 29600 C E 22500 W 7100 9.00 54.30 8.50 2017 25500 C E 19000 W 6500 9.00 55.00 6.90 2016 28700 C E 22000 W 6700 9.00 54.50 7.20 2015 28800 C E 22500 W 6300 9.00 54.70 11.80 2014 30900 C E 24500 W 6400 9.00 54.50 10.40 2013 26400 C E 19500 W 6900 9.00 52.40 9.00 2012 18000 C E 18000 0 9.00 99.90 10.50 2011 23000 C E 23000 0 9.00 99.90 10.50 2010 22500 C E 22500 0 8.98 99.99 9.50 2009 19500 C E 19500 0 8.99 99.99 8.40 2008 20500 C E 20500 0 9.09 99.99 9.60 2007 21500 C E 21500 0 8.01 54.34 6.60 2006 20500 C E 20500 0 7.97 54.22 8.80 2005 26500 F E 8.80 53.80 5.50 2004 26500 C E 9.00 53.30 12.00 2003 28500 C E 8.80 53.40 7.50 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 This submittal needs to be scheduled fora pubic hearing in accordance wth timelines set forth In the City of Miami Code. The apphw de decision -making body will renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 Traffic Trends - V03.a NE 79 Street/One Way Pair EB -- 200 feet west of NE 4 Court County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 60000 — 50000 40000 30000 =Observed Count Fitted Curve 20000 — 10000 0 2009 2014 2019 2024 2029 2034 Year Trend R-squared: 54.44% Trend Annual Historic Growth Rate: 5.20% Printed: 5-Feb-20 Straight Line Growth Option Miami NE 79 Street/0 Year 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 Traffic Count* 19500 22500 23000 18000 26400 30900 28800 28700 25500 29600 This submittal needs to be scheduled for a public hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica de decision -malting bodywill renew the Information at the pane hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 20500 21500 22600 23700 24800 25800 26900 28000 29100 30100 *Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2018 HISTORICAL AADT REPORT COUNTY: 87 MIAMI-DADE SITE: 0105 SR 934/NE 82 ST/ONE-WAY PAIR WE, 200' W NE 3 PL YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2018 14500 C W 14500 0 9.00 99.90 8.50 2017 16000 C W 16000 0 9.00 99.90 6.90 2016 17500 C W 17500 0 9.00 99.90 7.20 2015 17000 C W 17000 0 9.00 99.90 11.80 2014 17500 C W 17500 9.00 99.90 10.40 2013 15500 C W 15500 0 9.00 99.90 9.00 2012 23500 C W 23500 0 9.00 99.90 10.50 2011 17500 C W 17500 0 9.00 99.90 10.50 2010 14000 C W 14000 0 8.98 99.99 9.50 2009 14500 C W 14500 0 8.99 99.99 8.40 2008 14000 C W 14000 0 9.09 99.99 9.60 2007 15500 C W 15500 0 8.01 99.99 6.60 2006 15000 C W 15000 0 7.97 99.99 8.80 2005 15000 C W 15000 0 8.80 99.90 5.50 2004 16000 C W 16000 0 9.00 99.90 12.00 2003 16500 C W 16500 0 8.80 99.90 7.50 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 This submittal needs to be scheduled fora pubic hearing in accordance wth timelines set forth In the City of Miami Code. The apphw de decision -making body will renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 Traffic Trends - V03.a NE 82 Street/One Way Pair WB -- 200 feet west of NE 3 Place County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 25000 — 20000 — 15000 — 10000 5000 — 0 0 Observed Count Fitted Curve I I I I I I I I I I I I I I I I I 2009 2014 2019 2024 2029 2034 Year Trend R-squared: 0.06% Trend Annual Historic Growth Rate: -0.07% Printed: 5-Feb-20 Straight Line Growth Option Miami NE 82 Street/0 Year 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 Traffic Count* 14500 14000 17500 23500 15500 17500 17000 17500 16000 14500 This submittal needs to be scheduled for a public hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica de decision -malting bodywill renew the Information at the pane hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 16800 16800 16800 16800 16800 16700 16700 16700 16700 16700 *Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2018 HISTORICAL AADT REPORT COUNTY: 87 MIAMI-DADE SITE: 0142 SR 934/NW/NE 79 ST, 350' WEST OF PELICAN HARBOUR DR YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2018 41500 C E 19500 W 22000 9.00 54.30 6.90 2017 44000 C E 21500 W 22500 9.00 55.00 2.60 2016 45500 C E 22500 W 23000 9.00 54.50 3.10 2015 46500 C E 22500 W 24000 9.00 54.70 4.90 2014 39000 C E 19500 W 19500 9.00 54.50 4.70 2013 39000 C E 20500 W 18500 9.00 52.40 4.00 2012 43000 C E 21500 W 21500 9.00 55.70 4.10 2011 39500 C E 19500 W 20000 9.00 55.10 4.30 2010 39500 C E 20500 W 19000 8.98 54.08 4.30 2009 35500 C E 16500 W 19000 8.99 53.24 3.90 2008 37000 C E 17500 W 19500 9.09 55.75 3.80 2007 38500 F E 19000 W 19500 8.01 54.34 4.00 2006 38500 C E 19000 W 19500 7.97 54.22 4.00 2005 39000 C E 19000 W 20000 8.80 53.80 7.50 2004 48000 C E 23000 W 25000 9.00 53.30 7.50 2003 40000 C E 20000 W 20000 8.80 53.40 4.80 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 This submittal needs to be scheduled fora pubic hearing in accordance wth timelines set forth In the City of Miami Code. The applicable decision -making body will renew the Information at the pubic hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 Traffic Trends - V03.a SR 934/NE 79 St -- 350 feet west of Pelican Harbour Drive County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 70000 — O Observed Count Fitted Curve 60000 50000 — 40000 — 30000 — 20000 — 10000 — 0 2009 2014 I I I I I I I I I I I I I I I I 2019 2024 2029 2034 Year Trend R-squared: 45.56% Trend Annual Historic Growth Rate: 1.99% Printed: 11-Feb-20 Straight Line Growth Option Year 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 Miami SR 934 Traffic Count* 35500 39500 39500 43000 39000 39000 46500 45500 44000 41500 This submittal needs to be scheduled for a public hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica de decision -malting bodywill renew the Information at the pane hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 37900 38600 39400 40200 40900 41700 42400 43200 44000 44700 *Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2018 HISTORICAL AADT REPORT COUNTY: 87 MIAMI-DADE SITE: 0145 SR934/NE 79ST./B BAY CSWY./71 ST. 600' W NE 10TH AVE. YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2018 26500 C E 19000 W 7500 2017 27000 C E 18500 W 8500 2016 26900 C E 19500 W 7400 2015 23000 C E 16500 W 6500 2014 22100 C E 15000 W 7100 2013 25700 C E 18500 W 7200 2012 25900 C E 18500 W 7400 2011 28200 C E 21500 W 6700 2010 27000 C E 19500 W 7500 2009 23600 C E 17000 W 6600 2008 24800 C E 17500 W 7300 2007 27700 C E 20000 W 7700 2006 37500 C E 16500 W 21000 9.00 54.30 8.50 9.00 55.00 6.90 9.00 54.50 7.20 9.00 54.70 11.80 9.00 54.50 10.40 9.00 52.40 9.00 9.00 55.70 10.50 9.00 55.10 10.50 8.98 54.08 9.50 8.99 53.24 8.40 9.09 55.75 9.60 8.01 54.34 6.60 7.97 54.22 8.80 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 This submittal needs to be scheduled fora pubic hearing in accordance wth timelines set forth In the City of Miami Code. The applicable decision -making body will renew the Information at the pubic hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 Traffic Trends - V03.a SR 934/NE 79 St/B Bay Cswy/71 St -- 600 feet west of NE 10 Avenue County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 30000 — 25000 — 20000 — 15000 — 10000 — 5000 0 2009 O Observed Count Fitted Curve I l l l l l l l l l l l l d 1 I 2014 2019 Year 2024 2029 2034 Trend R-squared: 0.44% Trend Annual Historic Growth Rate: 0.17% Printed: 5-Feb-20 Straight Line Growth Option Miami -Dad 0145 SR 934/NE 79 SUB B Year Traffic (AD Count* This submittal needs to be scheduled for a pubic hearing In accordance wth timelines set forth In the city of Miami Code. The appLIce de decision -making bodywill renew the information at the public hearing to render a recommendation or a final decision. Tre 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 23600 27000 28200 25900 25700 22100 23000 26900 27000 26500 PZ-21-10809 08/20/21 25400 25400 25500 25500 25600 25600 25700 25700 25700 25800 *Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2018 HISTORICAL AADT REPORT COUNTY: 87 MIAMI-DADE SITE: 5060 SR 5/US-1, 200' S NE 53 ST YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2018 38000 C N 17500 S 20500 9.00 54.30 4.90 2017 38500 C N 17500 S 21000 9.00 55.00 4.50 2016 37500 C N 18500 S 19000 9.00 54.50 5.10 2015 35500 C N 16500 S 19000 9.00 54.70 4.20 2014 35500 C N 16500 S 19000 9.00 54.50 5.10 2013 37500 C N 17500 S 20000 9.00 52.40 5.20 2012 38000 C N 18000 S 20000 9.00 55.70 5.80 2011 30500 C N 15000 S 15500 9.00 55.10 4.50 2010 37500 C N 18500 S 19000 8.98 54.08 4.40 2009 40500 C N 20500 S 20000 8.99 53.24 3.40 2008 41000 C N 19500 S 21500 9.09 55.75 3.70 2007 42000 C N 20000 S 22000 8.01 54.34 3.10 2006 40500 C N 18500 S 22000 7.97 54.22 4.90 2005 39000 C N 18000 S 21000 8.80 53.80 1.80 2004 40500 C N 21000 S 19500 9.00 53.30 6.20 2003 39000 C N 18000 S 21000 8.80 53.40 4.80 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 This submittal needs to be scheduled for a public hearing In accordance 0M1h timelines set forth In the City of Miami Code. The applicable decision -malting bodywill renew the Information at the pubic hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 Traffic Trends - V03.a SR 5/US 1 -- 200 feet south of NE 53 Street County: Station #: Highway: 45000 — 40000 r 35000 — 0 30000 - a) 25000 - E ca I— 20000 — 0 15000 — a) ca Q 10000 — 5000 — 0 2009 O Observed Count Fitted Curve I l l l l l l l l l l l l d{ I 2014 2019 Year 2024 2029 2034 Trend R-squared: 0.47% Trend Annual Historic Growth Rate: 0.18% Printed: 5-Feb-20 Straight Line Growth Option Year Miami -Dad 5060 SR 5/US Traffic (AD Count* This submittal needs to be scheduled for a pubic hearing In accordance wth timelines set forth In the city of Miami Code. The appLIce de decision -making bodywill renew the information at the public hearing to render a recommendation or a final decision. Tre 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 40500 37500 30500 38000 37500 35500 35500 37500 38500 38000 PZ-21-10809 08/20/21 36600 36700 36700 36800 36900 36900 37000 37100 37100 37200 *Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2018 HISTORICAL AADT REPORT COUNTY: 87 MIAMI-DADE SITE: 5065 SR 5/US-1, 200' N NE 71 ST YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2018 40500 C N 18500 S 22000 9.00 54.30 5.80 2017 40000 C N 18500 S 21500 9.00 55.00 8.70 2016 39000 C N 16500 S 22500 9.00 54.50 4.70 2015 40000 C N 18500 S 21500 9.00 54.70 6.50 2014 40000 C N 19000 S 21000 9.00 54.50 12.20 2013 41000 C N 20000 S 21000 9.00 52.40 6.10 2012 43000 C N 20500 S 22500 9.00 55.70 4.60 2011 37500 C N 17500 S 20000 9.00 55.10 2.80 2010 39000 C N 18500 S 20500 8.98 54.08 2.80 2009 37500 C N 18000 S 19500 8.99 53.24 5.30 2008 39000 C N 17500 S 21500 9.09 55.75 5.70 2007 41000 F N 19000 S 22000 8.01 54.34 12.90 2006 41000 C N 19000 S 22000 7.97 54.22 12.90 2005 40000 C N 18500 S 21500 8.80 53.80 2.30 2004 45000 C N 23000 S 22000 9.00 53.30 2.30 2003 43500 C N 19500 S 24000 8.80 53.40 5.00 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 This submittal needs to be scheduled for a public hearing In accordance 0M1h timelines set forth In the City of Miami Code. The applicable decision -malting bodywill renew the Information at the pubic hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 Traffic Trends - V03.a SR 5/US 1 -- 200 feet north of NE 71 Street County: Station #: Highway: 50000 — 45000 — • 40000 — cC o ' ai ▪ 35000 — z > 30000 — E 25000 — � ca 20000 — a, 15000 — ca a) Q 10000 — 5000 — 0 O Observed Count Fitted Curve 2009 I l l l l l l l l l l l l d{ I 2014 2019 Year 2024 2029 2034 Trend R-squared: 12.46% Trend Annual Historic Growth Rate: 0.49% Printed: 5-Feb-20 Straight Line Growth Option Year Miami -Dad 5065 SR 5/US Traffic (AD Count* This submittal needs to be scheduled for a pubic hearing In accordance wth timelines set forth In the city of Miami Code. The appLIce de decision -making bodywill renew the information at the public hearing to render a recommendation or a final decision. Tre 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 37500 39000 37500 43000 41000 40000 40000 39000 40000 40500 PZ-21-10809 08/20/21 38900 39100 39300 39500 39700 39800 40000 40200 40400 40600 *Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2018 HISTORICAL AADT REPORT COUNTY: 87 MIAMI-DADE SITE: 5068 SR 5/US-1, 200' N NE 79 ST/SR 934 YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2018 36000 C N 17000 S 19000 9.00 54.30 4.90 2017 38500 E N S 9.00 55.00 4.50 2016 38500 C N 18500 S 20000 9.00 54.50 5.10 2015 40500 C N 20000 S 20500 9.00 54.70 4.20 2014 40500 C N 21500 S 19000 9.00 54.50 5.10 2013 60000 C N 31000 S 29000 9.00 52.40 5.20 2012 42000 C N 20500 S 21500 9.00 55.70 5.80 2011 46000 C N 22000 S 24000 9.00 55.10 4.50 2010 39000 C N 19500 S 19500 8.98 54.08 4.40 2009 41500 C N 20500 S 21000 8.99 53.24 3.40 2008 35000 C N 17000 S 18000 9.09 55.75 3.70 2007 33000 F N 16000 S 17000 8.01 54.34 3.10 2006 33000 C N 16000 S 17000 7.97 54.22 4.90 2005 48500 F N 25000 S 23500 8.80 53.80 1.80 2004 48500 C N 25000 S 23500 9.00 53.30 6.20 2003 43500 C N 22000 S 21500 8.80 53.40 4.80 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 This submittal needs to be scheduled for a public hearing In accordance wth timelines set forth In the City of Miami Code. The apphw de decision -making bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 Traffic Trends - V03.a SR 5/US 1 -- 200 feet north of NE 79 Street/SR 934 County: Station #: Highway: 70000 - 60000 - ca y ▪ 50000 — a) z a) 40000 ca - 30000 O a) c 20000 — a) 10000 — 0 O Observed Count Fitted Curve 2009 I l l l l l l l l l l l l d{ I 2014 2019 Year 2024 2029 2034 Trend R-squared: 9.60% Trend Annual Historic Growth Rate: -1.54% Printed: 5-Feb-20 Straight Line Growth Option Year Miami -Dad 5068 SR 5/US Traffic (AD Count* This submittal needs to be scheduled for a pubic hearing In accordance wth timelines set forth In the city of Miami Code. The appLIce de decision -making bodywill renew the information at the public hearing to render a recommendation or a final decision. Tre 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 41500 39000 46000 42000 60000 40500 40500 38500 38500 36000 PZ-21-10809 08/20/21 45400 44700 44000 43300 42600 41900 41200 40500 39800 39100 *Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2018 HISTORICAL AADT REPORT COUNTY: 87 MIAMI-DADE SITE: 5355 SR 944/NW 54 ST, 200' W SR 5/US-1 YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2018 15100 C E 7700 W 7400 2017 15500 C E 8000 W 7500 2016 16000 C E 8200 W 7800 2015 14600 C E 7300 W 7300 2014 13300 C E 6600 W 6700 2013 13200 C E 6600 W 6600 2012 13900 C E 6800 W 7100 2011 13500 C E 7000 W 6500 2010 15400 C E 7400 W 8000 2009 14000 C E 7100 W 6900 2008 13300 C E 6800 W 6500 2007 13500 C E 6600 W 6900 2006 12900 C E 6200 W 6700 2005 11800 C E 5700 W 6100 2004 11900 F E 5800 W 6100 2003 11900 C E 5800 W 6100 9.00 54.30 2.60 9.00 55.00 4.10 9.00 54.50 2.70 9.00 54.70 2.40 9.00 54.50 2.70 9.00 52.40 2.60 9.00 55.70 2.90 9.00 55.10 1.80 8.98 54.08 1.80 8.99 53.24 2.00 9.09 55.75 1.10 8.01 54.34 0.20 7.97 54.22 2.80 8.80 53.80 2.40 9.00 53.30 6.60 8.80 53.40 5.20 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 This submittal needs to be scheduled for a public hearing In accordance wth timelines set forth In the City of Miami Code. The apphw de decision -making bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 Traffic Trends - V03.a SR 944/NW 54 St -- 200 feet west of SR 5/US 1 County: Station #: Highway: 20000 — 18000 — 16000 — ca ai 14000 z > 12000 — • 10000 — • 8000 — c a) 6000 — ca a) Q 4000 — 2000 — 0 O Observed Count Fitted Curve 2009 2014 2019 2024 2029 2034 Year Trend R-squared: 21.21% Trend Annual Historic Growth Rate: 1.05% Printed: 5-Feb-20 Straight Line Growth Option Year Miami -Dad 5355 SR 944/NW Traffic (AD Count* This submittal needs to be scheduled for a pubic hearing In accordance wth timelines set forth In the city of Miami Code. The appLIce de decision -making bodywill renew the information at the public hearing to render a recommendation or a final decision. Tre 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 14000 15400 13500 13900 13200 13300 14600 16000 15500 15100 PZ-21-10809 08/20/21 13800 13900 14100 14200 14400 14500 14700 14800 15000 15100 *Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2018 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 7066 - NE/SE 2ND AVE 100 FT SOUTH OF NE 51ST ST YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2018 9000 C N 4600 S 4400 2017 12000 F N 5800 S 6200 2016 11600 C N 5600 S 6000 2015 9300 F N 3400 S 5900 2014 9000 C N 3300 S 5700 2013 9400 E N 4700 S 4700 2012 9000 S N 4500 S 4500 2011 9200 F N 4600 S 4600 2010 9400 C N 4700 S 4700 2009 11000 C N 5500 S 5500 9.00 54.30 7.40 9.00 55.00 3.30 9.00 54.50 3.30 9.00 54.70 16.40 9.00 54.50 16.40 9.00 52.40 5.20 9.00 55.70 5.80 9.00 55.10 4.50 8.98 54.08 4.40 8.99 53.24 3.40 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 This submittal needs to be scheduled fora pubic hearing in accordance wth timelines set forth In the City of Miami Code. The applicable decision -making body will renew the Information at the pubic hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 Traffic Trends - V03.a NE/SE 2 Ave -- 100 feet south of NE 51 Street County: Station #: Highway: 14000 0 Observed Count Fitted Curve 12000 - ca O n 10000 — a) a) > 8000 — ca >, - 6000 — c O a) • 4000 — a) 2000 — 0 2009 I l l l l l l l l l l l l d 1 I 2014 2019 Year 2024 2029 2034 Trend R-squared: 3.98% Trend Annual Historic Growth Rate: 0.82% Printed: 5-Feb-20 Straight Line Growth Option Year Miami -Dad 7066 NE/SE 2 A Traffic (AD Count* This submittal needs to be scheduled for a public hearing In accordance wth timelines set forth In the city of Miami Code. The appLIce de decision -making bodywill renew the information at the public hearing to render a recommendation or a final decision. Tre 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 11000 9400 9200 9000 9400 9000 9300 11600 12000 9000 PZ-21-10809 08/20/21 9500 9600 9700 9800 9900 9900 10000 10100 10200 10200 *Axle -Adjusted 4 PURL/ G 0 4- Q NOTICE This submittal needs to be' scheduled fora pubic hearing In acoordanre whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubc hearing to render a recommended on or a final decM on. PZ-21-10809 08/20/21 sN SEW cO�Qv SERPM Analysis 4 PURL/ Eastside Ridge CDMP 2010 Volumes SERPM 7.071 hs 7 rn 1368 w W 20828 co • 16677 O 01 1128 7006 O J Q ✓ r O W O 1 01 7327 32g87 w V V 32618 l) 0 1 w N � 4" 6890 NJ Ul 11 391 Q rn '70 123 1769 UI La N 5173 V 01 0 w Ln 12375 Lo 528 NJ NF-L 21567 568 579 1283 N co O W 984 A w w 23246 r N 01 W ▪ J 00 2351 N W M rn N 0 00 � 22 V O Is 888 9809 01 w 8591 r\ 1337 37 41=38376512 N O O N W W V V 0 0l O r0 N W 0 569 28757 N NE 82nd Street 29413 29235 128531 7048 815 N .. W ;30723 '27102 1/40 n01 O1 N N N NW 62nd 21691 8 NW 54th 6248 9573 W w 16677 treet 5119 4012 NW 46th • CO N T 184j 8593 treet W O oo 18497 W 28531 F." 0 W O 3502 9583 W N O 0 0 w 01 0 28940 29507 W 00 N 28226 <5' 9 28079 NE 79th Street W 00 00 I--s V N G 0 4- Q. A 234 NOTICE This submittal needs to be scheduled fora public hearing In accordance with b matinee set forth in the City of Miami Code. The applicable decision -making body Mill review the information at the public hearing to render a recommentlatl on or a final decision. PZ-21-10809 08/20/21 w� VIEW G0�a CD 6` 252 20298 W 511 0' 6999 7110 4383 (-0 OUl 6866 1758 NE 71st Street 00 00 N N 01 01 1955 0 01 0 5652 0 6, ✓ Lo w Z o 21Z, O m - - N Na n Q- D Il 8033 r, (D w n W O c VI CD 9751 11449 7190 4922 6585 6461 treet N O T 5732 14355 2320 3145 2388 hb C0 17329 00 N w W I--` 00 W O O 2682 W O O V 7862 5949 4292 N U1 V .A �b v w O I--s O 1/40 O 0 Crl 11131 N rn w O N N N w N T 01 l L1 W 1794 (Licensed to Kimley Horn and Associates Inc) PURL/ Eastside Ridge CDMP CF2040 Volumes SERPM7.071 E03 129 CO 51 475 1.176 L8936 1033 418 w 0 oo 3058 p 22924 00 0 29374 1013 0 27365 1848 0 o 8912 0 J 01 Ul 7-1 M .-I W rn r O U1 W w rn `0, 01 cP 8538 rn 20949 631 886 uS 29193 793 2899 U1 r 0 1045 �, 41542 w 0 N CD CD La O c9 01 Lrt m 10638 32959 l0 0 CO 4234 w '.0 0 0 La35 rn N w w OUl N kfD W 1803 1331 11675 71q5 39co 7561i 01 0 33837 33837 34120 .oNE 82nd Streets, 121 `-34851 34316 35659 NJ 11 N N U1 NJ ▪ 10280 w GO 0 • Ln 36421 M D V) M 5 N CD 8785 CD 9692 1078 01 33144 w CO O w W 281 10894 00 O �1 u, 35657 3901 9900 CO O N V 0 01 01 34183 38159 32780 2051 70,) 2 w ry W 000 Ul 25756 - 35345 �, _ 1182 4 G'' 0 4- Q. NE 79th Street 10604 1074.9. U▪ l N 7468 27342 7760 0 W 01 0 rn NW 62nd S 33780 w 01 U1 CO UJ 2n W w Ln 0 0 W 0( 7 • u� <-, Ctp 20/`'a2.26558 Mo, ▪ 10940 3958 175611 59/8427 \ ;2!3563.1, r.� 'Do-) 9243 N Ul W 01 O 27777 8851 NW 46th 0 00 1 rn 2386 ve 3674 s Z� 3 CD 30021 CD eet Cn 01 6461 tree 6205 0 N ue 0 46908 91 7 27522 9025 729 4Ar 10143 0 O rn -1 0 01 O 25531 1856 NE 71st Street. U▪ l O 00 N LD .A 0 22905 21998 O O r N r O 0 5786 11316 Z rn CD c CD 0 V b 2198 01 r v °' 8270 7319 CY▪ N 0 V CO N 9641 8911 5136 5685. M 7961 O co 01 14498 16019 6810 63030 7V h` V 0 W O O 4605 44 0 292 O n N 15023 w O N .A 16331; 71834 NOTICE This submittal needs to be scheduled fora public hearing In acoordance 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 recommendation or a final decision. PZ-21-10809 08/20/21 Q\ . Q�✓!EW cO. CD 31665 31665 mac (Licensed to Kimley Horn and Associates Inc) 4 PURL/ G 0 4- Q NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca decision -making body NOR redew the information at the pubc hearing to render a recommended on or a final decla on. PZ-21-10809 08/20/21 sN SEW cO�Qv Appendix H Committed Developments Traffic Impact Analysis for Submittal to the City of Miami This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca decision -making body NOR redew the information at the pubc hearing to render a recommended on or a final decla on. Miami Design District Special Area Plan Miami, Florida � Kimley-Horn �► and Associates, Inc. ©2012 Kimley-Horn and Associates, Inc. October 2011 Revised April 2012 043505000 N NOT TO SCALE NE 42nd Stre NE Glst Stree NE GOth Street NE 39th Stre NE 38th Stre NE 36th Street L J14 r • I. 95 z J 14 4090 J ay r J14 ®r 30 414 r30 L J14 r r5 49� iT Garage 1 A2 30 L3 414 r0 Garage 82/83 eJ 11P 20 3, 337 22 414 5 J 3 7 J1 0 50 L e a4 r 8 J1 J 11P J y � 7 1 L5 .13 414 r3 11P 2y 1.14 J14 r J ,3 NE 39th Stre Ga age 81 30 414 ay J1 s Garage * r/ DrivewayA3 0 I. SO re 11 JJ14 tee s' r i L 14 r5 J 11 f' 5 7 F�Kimley-Horn I 1 and Associates, Inc. J ,5 ,3 11� Figure 6 Project Traffic PM Peak Hour Miami Design District ©2012 23 Traffic Impact Analysis for Submittal to the City of Miami This submittal needs to be scheduled for a public hearing In ecoordanre wM1h timelines set forth in the City of Miami Code. The appLI®de decision -making body will renew the information at the pubc hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 Miami Design District Special Area Plan Amendment Miami, Florida ,Kimley-Horn and Associates, Inc. ©2013 Kimley-Horn and Associates, Inc. May 2013 043505003 NNOT TO SCALE NE 0 NE 0 NE NE ❑ _� IGmley-Hom and Associates, Inc. 2013 r 1 • "I"'r J 1 r ,. J J14 • J 14 J1 ag Study Roadway 4110 Study Intersection •Project Driveway 254 Project Traffic 15 NOTICE • r 1 I Figure 6 Project Traffic PM Peak Hour Miami Design District • Traffic Impact Analysis For Submittal to the City of Miami Miami Design District Special Area Plan (SAP) Amendment #2 City of Miami, Florida Kimley» Horn © 2014 Kimley-Horn and Associates, Inc. September 2014 ThIs submttal needs to be scheduled fora pubUc hearing in accord ante 'oath tmelines sel forth in the City of Miami Code. The applicable decIsion-makingbody will review the Information at the public hearing to render a recommended on or a final decision. NOT TO SCALE NE 43rd Street NE 42nd Street NE 39th Street La SITE Residential Driveway 3 ai j •1 4— 29 «i14 NE 36th Street Kimley >>» Horn ©2014 0 y 2J Legen This submittal needs to be scheduled for a public hearing In sec ordana wibi tlmatinee set forth In the City of Miami Code. The apptica be decision -ma Xing body NOR reWewtheintormatlon at the pubic hearing to render recommendation or a final decision. P. a3 NE 39th Street CO ar m PZ-21-10809 08/20/21 NE 38th Street Figure 5 AM Peak Hour Project Trip Assignment Miami Design District SAP Amendment #2 City of Miami, Florida NOT TO SCALE NE 43rd Street NE 42nd Street NE 39th Street 20 L22 21 `r 42 SITE Residential Driveway 3 ai j •1 0 80 80 Z L23 «114 O 3J 1 «114 NE 36th Street Kimley >>» Horn © 2014 23 J 55 y 2 • 4 6 J • • LL 18 Legend — S S xx This submittal needs to be scheduled fora public hearing In accord anoe wM Smarine, set forth In the City of Miami Code. The applicable decision -making body wilt review the Information et the public hearing to render a recommendation or a final decla on. a3 m NE 39th Street ar y m 9 • PZ-21-10809 08/20/21 NE 38th Street Figure 7 PM Peak Hour Project Trip Assignment Miami Design District SAP Amendment #2 City of Miami, Florida ■ Traffic Impact Analysis for Submittal to the City of Miami Magic City Innovation District Special Area Plan (SAP) Miami, Florida Kimley>»Horn © 2018 Kimley-Horn and Associates, Inc. Updated August 2018 June 2018 February 2018 December 2017 043908100 This submittal needs to be scheduled fora puboc hearing In ac ordanrewhhti matinee 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 decla on. NOT TO SCALE NW 62nd Street (32) 62 2. 'oE 'q mO A. a)) („0) 4 36 (109 69 (182) Kimley>»Horn (79) ,66 r (126) 248 4 NE 67th Street t ao (9,) (292) r 29 (91) 34N J 4 i 41 (128) 34 1 t a, (146) (63) 124", J14 r t2 r6 (36) ,2 J (66) ,8 s 34e 14 346) z r �622 (32) JJ h1r Dr.. t 24 (73) r 6, (219 tr -12222 (71) (261)66_ 22((3 ) ) ,0e (66) r62� (32) J 74 08/20/21 29a (,60) nd (6,0) 14 s2a �a) (206) 402 06) 402 1 r (79) 169 - 0 0 74 NE 60th Street o 4 r ss 1 r (47) 93 J 14 44 t6 (,e) r 12 (36) r 14 ht 7' Project Driveway 5 hi hi 9„ 387 39 Driveway 12 61 J (22,0) 86 I r (268) (47) 3 93 i Driveway Project Project Drrvreleacyt11 Driveway 13 m0 Sm L 47 P. (237) q A.3, (16) u, A. 31 (,6) A.6 (,e) m H 68 m t16 (] " " (60) J (109) J 4 76 (237) « ,m (236) J 4 « 106 (207) J 93 (, 0) J I. r,6 (9) „6) 183) , 8) T 226 J240 r (63),24J (3,0) 0 00) ,3a 1 Drry a0 46) 12 23 7 Project --- « 124 (63) I (200) 66 J (,a,) a>> `t J1 1 (,68) 309 (9) ,a J (186) 306 (107) 161 J (24) 46 J („6) 167 (99) 136 _ NE 59th Terrace 63, m ,6 J Pro ect Driveway 8 28) h NE 60th Street 10) 36 J.' 8) 6•5 lr,2 (36) NE 59th Street ht 6 ,e) J 1 r 6 (18) Study Roadway Proposed Roadway Study Intersection A.M. Peak Hour Tnp Assignment P.M. Peak Hour Tnp Assignment to NE 62nd Street NE 61st Street Figure 6 Peak Hour Project Trip Assignment Magic City SAP Miami, Florida NOT TO SCALE NE 67th St t src are c4 a°2 ZO go mp NW 62nd Street NE 60th Street Kimley»Horn I Driveway 12 Project Driveway 13 la J J Driveway 9 a —• 10 7 J 16 NE 59th Terrace NE 59th Street J Driveway y Pro ect Driveway Biscayne Boulevard -1 4 NE 60th Street tudy Roadway posed Roadway dy Intersection Peak Hour Pass -By Assignment NE 62nd Street NE 61st Street Figure 8 P.M. Peak Hour Pass -By Trip Assignment Magic City SAP Miami, Florida Kimley )Horn Table 18: Future Total A.M. Peak Hour Transportation Corridor Segment Conditions ,gyp PUBLIC Q. NOTICE G1 This submittal needs to be scheduled fora public hearing In accordance we, timelines set forth in the City of Miami Code. The Bppdcude decision -malting body will W th ' to ad tth p bli h ' gt d recommendation or a final deciv on. PZ-21-10809 Roadway Segment Direction 2025 Background A.M. Peak Hour Total Volume A.M. Peak Hour Diversions Peak Hourour Net New Trip Distribution A.M. Peak Hour Net New Trip Assignment 2025 with Project Traffic A.M. Peak Hour Total Volume (V) A.M.P. 7 -Y.00. Total Ca.. (C) 0/2 �..0 �L^ No. Q Q . Service 6 RE` r,�f C 9Y C From To Person -Trips Vehicles Person -Trips Person -Trips Person -Trips Person -Trips Person -Trips V/C LOS Eastbound 925 0 0 36% In 904 1,829 2,817 988 0.649 C 0% Out 0 NW 2nd Avenue NE 2nd Avenue 0% In 0 Westbound 647 0 0 997 2,817 1,820 0.354 C 36% Out 350 NW/NE 62nd Street 4% In 100 NE 2nd Avenue NE 4th Avenue Westbound 723 -6 -8 1,107 2,867 1,761 0.386 C 30% Out 292 NE4th Avenue Biscayne Boulevard Westbound 269 0 0 23% In 577 905 2,867 1,963 0.315 C 6% Out 58 NE 2nd Avenue NE 4th Avenue Eastbound 695 -14 -20 33% In 828 1,533 2,867 1,335 0.535 D 3% Out 29 NE 61st Street 17% In 427 NE4th Avenue Biscayne Boulevard Eastbound 709 0 0 1,301 2,867 1,566 0.454 D 17% Out 165 Northbound 939 0 0 0% In 0 1,065 2,730 1,665 0.390 C 13% Out 126 NE 67th Street NE 62nd Street 12% In 301 Southbound 1,570 0 0 1,871 2,730 859 0.685 D 0% Out 0 Northbound 829 0 0 12% In 301 1,130 2,551 1,421 0.443 D 0% Out 0 NE 2nd Avenue NE 62nd Street NE 59th Street 16% In 402 Southbound 1,673 -12 -17 2,097 2,671 575 0.785 D 4% Out 39 12% In 301 Northbound 846 0 0 1,147 2,671 1,524 0.429 C 0% Out 0 NE 59th Street South of NE 59th Street 017 Southbound 1,581 -12 -17 102% Out 1170 1,681 2,072 391 0.811 D \ it ioloaisosrouroauic'ip Page - 45 August 201E Kimley )Horn Table 19: Future Total P.M. Peak Hour Transportation Corridor Segment Conditions P1U B � �C ,.C° 4' Q. NOTICE G1 This submittal needs to be scheduled fora public hearing In accordance wt, timelines set forth in the City of Miami Code. The Bppdcude decision -malting body will th' to at tth pbd h 'gt d recommendation or a final deciv on. PZ-21-10809 Roadway Segment g Direction 2025 Background P.M. Peak Hour Total Volume P.M. Peak Hour Diversions P.M. Peak Hour Net New Trip Distribution Peak Hour Net Hour New Trip Assignment P.M. Peak Hour Pass -By Trip Distribution P.M. Peak Hour Pant -By Trip Assignment 2025 with Project Traffic P.M. Peak Hour Total Volume IV} ^�\ • 9 \0 0 AI /18�'L0�'L I / / QiI our - Service E W CO From To Person -Trips Vehicles Person -Trips Person -Trips Person -Trips Person -Trips Person -Trips Person -Trips V/C LOS NW/NE 62nd Street NW 2nd Avenue NE 2nd Avenue Eastbound 737 0 0 36% In 485 D% In 0 1,222 2,817 1,595 0.434 C 0% Out D D% Out 0 Westbound 891 0 0 0% In 0 -44% In -89 1,968 2,817 849 D.699 C 36% Out 1,083 44% Dot 84 NE 2nd Avenue NE 4th Avenue Westbound 789 -6 -8 4% In 54 -41% In -83 1,732 2,867 1,136 0.604 D 30% Out 902 41% Out 78 NE 4th Avenue Biscayne Boulevard Westbound 413 0 0 23% In 310 -5% In -10 903 2,867 1,964 0.315 C 6% Out 180 5% Out 10 NE 61st Street NE 2nd Avenue NE 4th Avenue Eastbound 683 -9 -13 33% In 445 -20% In -41 1,203 2,867 1,665 0.419 C 3% Out 90 2D% Out 38 NE 4th Avenue Biscayne Boulevard Eastbound 550 0 0 17% In 229 -30%In -61 1,286 2,867 1,581 0.449 D 17% Out 511 3D% Out 57 NE 2nd Avenue NE 67th Street NE 62nd Street Northbound 1,591 0 0 0% In 0 -16% In -32 1,980 2,730 75D 0.725 D 13"/o Out 391 16% Out 30 Southbound 920 0 0 12% In 162 0% In 0 1,081 2,612 1,531 0.414 C 0% Out 0 0% Out 0 NE 62nd Street NE 59th Street Northbound 1,703 0 0 12% In 162 -19% In -39 1,862 2,551 689 0.730 D 0% Out 0 19% Out 36 Southbound 1,039 -12 -17 16% In 216 -10% In -20 1,357 2,553 1,196 0.532 D 4% Out 120 10% Out 19 NE 59th Street South of NE 59th Street Northbound 1,632 0 0 12% In 162 0% In 0 1,794 2,553 759 0.703 D D% Out D D% Out 0 Southbound 1,008 -12 -17 0% In 0 -10% In -20 1,351 1,954 603 0.691 D 12% Out 361 1D% Out 19 Klioloaisosrou viauic'ip Page - 46 August 2018 pus(' o' y 0 a Kimley»>Horn May 3, 2021 Ms. Melissa Tapanes Llahues Bercow Radell Fernandez Larkin & Tapanes 200 S. Biscayne Boulevard, Suite 300 Miami, Florida 33131 Re: Saba! Palm Village at Flagler Trail fka Eastside Ridge Trip Generation Analysis Dear Ms. Tapanes Llahues: NOTICE This submittal needs b be scheduled fora puboc hearing in accordance with timelines set forth in the City of Miami Code.The applica de decision -making bcdywill renew the informdion at the pubs hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 ti REie,Ew c,_ Kimley-Horn and Associates, Inc. has performed a trip generation analysis for the Sabel Palm Village at Flagler Trail formerly known as the Eastside Ridge redevelopment. The redevelopment is generally bounded by NE 54th Street to the north, NE 50th Terrace to the south, NE 2nd Avenue to the west, and the Florida East Coast (FEC) Railway to the east in Miami, Florida. The proposed redevelopment plan includes 2,929 high-rise residential condominium/townhouse units, 168,011 square feet of general office, 296,297 square feet of shopping center, 400 hotel rooms, and 43,760 square feet of junior/community college space. Please note that the site proposed for redevelopment was previously approved as part of the Eastside Ridge Traffic Impact Analysis, June 2016. The previously approved redevelopment plan included 3,300 high-rise residential condominium/townhouse units, 300,000 square feet of general office, 500,000 square feet of shopping center, and 240 hotel rooms. The proposed redevelopment represents a decrease of 371 high-rise residential condominium/townhouse units, 131,989 square feet of office space, and 203,703 square feet of retail space, and an increase of 160 hotel rooms and 43,760 square feet of junior/community college space compared to the previously approved redevelopment plan. A location map is provided in Attachment A. TRIP GENERATION ANALYSIS A trip generation analysis was conducted using the Institute of Transportation Engineers' (ITE) Trip Generation Manual, 10th Edition. The trip generation for the previously approved land uses was determined using ITE Land Use Code (LUC) 222 (Multifamily Housing [High -Rise]), LUC 710 (General Office Building), LUC 820 (Shopping Center), and LUC 310 (Hotel). The trip generation for the proposed land use was determined using LUC 222 (Multifamily Housing [High -Rise]), LUC 710 (General Office Building), LUC 820 (Shopping Center), LUC 310 (Hotel), and LUC 540 (Junior/Community College). Project trips were estimated for the weekday A.M. and P.M. peak hours of adjacent street. Consistent with the previously approved traffic study, a multimodal factor of 20 percent (20%) was applied to the trip generation calculations to account for the urban environment in which the project site is located. It is expected that employees, residents, guests, and students will choose to walk or use public transit to and from the proposed redevelopment. Detailed trip generation calculations are included in Attachment B. A portion of the trips generated by the redevelopment will be captured internally on the site. Internal capture trips were determined based upon values contained in ITE's Trip Generation Handbook, 3rd Edition. The expected internal capture rate for the previously approved redevelopment is 6.4 percent 0 kimley-horn.com 8201 Peters Road, Suite 2200, Plantation, FL 33324 954 535 5100 PusL, i )> Horn Ms. Tapanes Llahues i 0 (6.4%) during the weekday A.M. peak hour and 26.9 percent (26.9%) during the weekday hour. The expected internal capture rate for the proposed redevelopment is 7.6 percent (7.6%) duri the weekday A.M. peak hour and 24.6 percent (24.6%) during the weekday P.M. peak hour. < NOTICE This submittal needs t be scheduled fora public hearing in accordance with timelines set forth in the City of Miami Code. The applicable decision -making body mil review theinfomtation at the public hearing to render recommendat on or a final decision. PZ-21-10809 08/20/21 lE As shown in Table 1, the proposed redevelopment represents a decrease of 80 net new A.M. peak hour trips and a decrease of 199 net new P.M. peak hour trips. Detailed trip generation calculations are included in Attachment B. Table 1: Trip Generation Summary Development Plan A.M. Peak Hour Trip Generation P.M. Peak Hour Trip Generation Previously Approved 1,320 1,616 Proposed 1,240 1,417 Net Change -80 -199 In conclusion, the proposed redevelopment results in a reduction in trips compared to the previously approved redevelopment plan. Therefore, in our opinion, no further analysis is required. Sincerely, KIMLEY-HORN AND ASSOCIATES, INC. Adrian K. Dabkowski, P.E., PTOE Attachments K:\FTL_TPTO\043752001-Sabal Palm Village \correspondence\Trip Generation Statement.docx { r \;��O111111!///../ Q •'s, 78828 Adrian K. Dabkowski, P.E., PTOE Florida Registration Number 78828 Kimley-Horn and Associates, Inc. 8201 Peters Road, Suite 2200 Plantation, Florida 33324 Registry # 00000696 8201 Peters Road, Suite 2200, Plantation, FL 33324 954 535 5100 0 4 PURL/ G 0 4- Q NOTICE This submittal needs to be' scheduled fora pubic hearing In acoordanre whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubc hearing to render a recommended on or a final decM on. PZ-21-10809 08/20/21 sN SEW cO�Qv Attachment A NOh1:0-SCALE Kimley>»Horn © 2021 This submitfal needs to be scheduled for a public hearing accord ante wlm twines set forth in the at of Miami Code. The applicable decision -making bedywill renew the Infomnahon at the pub. hearing to render a recomrnentlais on or a final dec. on. PZ-21-10809 08/20/21 Figure 1 Location Map Saba! Palm Village at Flagler Trail fka Eastside Ridge Miami, Florida 4 PURL/ G 0 4- Q NOTICE This submittal needs to be' scheduled fora pubic hearing In acoordanre whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubc hearing to render a recommended on or a final decM on. PZ-21-10809 08/20/21 sN SEW cO�Qv Attachment B AM PEAK HOUR TRIP GENERATION COMPARISON PREVIOUSLY APPROVED WEEKDAY AM PEAK HOUR TRIP GENERATION This submittal needs to be scheduled for a public hearing in accordance wtth timelines set forth In the City of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION BASELINE TRIPS MULTIMODAL REDUCTION GROSS TRIPS INTERNAL CAPTURE EXTERNAL VEHICLE TRIPS PASS-B CAPTURE Y w AL TRIPS Land Use RE Edition ITE Code Scale ITE Units Percent In Out Total Percent MR Trips In Out Total Percent IC Trips In Out Total Percent PB Trips In Out Total In Out G R O U P 9 1 Multifamily Housing (High -Rise) 10 222 3300 du 24% 76% 225 712 937 20.0% 187 180 570 750 2.1 % 16 176 558 734 0.0% 0 176 558 734 2 General Office Building 10 710 300 ksf 86% 14% 265 43 308 20.0% 62 212 34 246 12.2% 30 192 24 216 0.0% 0 192 24 216 3 Shopping Center 10 820 500 ksf 62% 38% 249 153 402 20.0% 80 199 123 322 10.2% 33 178 111 289 0.0% 0 178 111 289 4 Hotel 10 310 240 room 59% 41% 68 47 115 20.0% 23 54 38 92 12.0% 11 54 27 81 0.0% 0 54 27 81 5 6 7 8 9 10 11 12 13 14 15 ITE Land Use Code Rate or Equation Total: 807 955 1,762 20.0% 352 645 765 1,410 6.4% 90 600 720 1,320 0.0% 0 600 720 1,320 222 710 820 310 Y=0.28"(X)+12.86 Y=0.94"(X)+26.49 Y=0.5"(X)+151.78 Y=0.5"(X)+-5.34 PROPOSED WEEKDAY AM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION BASELINE TRIPS MULTIMODAL REDUCTION GROSS TRIPS INTERNAL CAPTURE EXTERNAL VEHICLE TRIPS PASS -BY CAPTURE NET NEW EXTERNAL TRIPS Land Use RE Edition ITE Code Scale ITE Units Percent In Out Total Percent MR Trips In Out Total Percent IC Trips In Out Total Percent PB Trips In Out Total In Out G R O U P 2 1 Multifamily Housing (High -Rise) 10 222 2929 du 24% 76% 200 633 833 20.0% 167 160 506 666 2.3% 15 157 494 651 0.0% 0 157 494 651 2 General Office Building 10 710 168.011 ksf 86% 14% 158 26 184 20.0% 37 126 21 147 13.2% 18 114 15 129 0.0% 0 114 15 129 3 Shopping Center 10 820 296.297 ksf 62% 38% 186 114 300 20.0% 60 149 91 240 15.4% 37 124 79 203 0.0% 0 124 79 203 4 Hotel 10 310 400 room 59% 41 % 115 80 195 20.0% 39 92 64 156 8.3% 13 92 51 143 0.0% 0 92 51 143 5 Junior/Community College 10 540 43.76 ksf 77% 23% 128 38 166 20.0% 33 103 30 133 13.2% 19 92 22 114 0.0% 0 92 22 114 6 7 8 9 10 11 12 13 14 15 ITE Land Use Code Rate or Equation Total: 787 891 1,678 20.0% 336 630 712 1,342 7.6% 102 579 661 1,240 0.0% 0 579 661 1,240 222 Y=0.28"(X)+12.86 710 Y=0.94"(X)+26.49 820 Y=0.5"(X)+151.78 310 Y=0.5"(X)+-5.34 540 LN(Y) = 0.72"LN(X)+2.39 K:\FTL_TPTO\043752001-Sabal Palm Village\calcs\trip gen\TRIP GEN 10_Redevelopment 05 03 2021.xlsx: PRINT -AM PEAK HOUR 5/3/2021,10:17 AM IN OUT TOTAL NET NEW TRIPS -21 -59 -80 PM PEAK HOUR TRIP GENERATION COMPARISON PREVIOUSLY APPROVED WEEKDAY PM PEAK HOUR TRIP GENERATION This submittal needs to be scheduled for a public hearing in accordance wtth timelines set forth In the City of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION BASELINE TRIPS MULTIMODAL REDUCTION GROSS TRIPS INTERNAL CAPTURE EXTERNAL VEHICLE TRIPS PASS-B CAPTURE •Y � AL TRIPS Land Use RE Edition ITE Code Scale ITE Units Percent In Out Total Percent MR Trips In Out Total Percent IC Trips In Out Total Percent PB Trips In Out Total In Out G R O U P 9 1 Multifamily Housing (High -Rise) 10 222 3300 du 61% 39% 690 441 1,131 20.0% 226 552 353 905 31.8% 288 355 262 617 0.0% 0 355 262 617 2 General Office Building 10 710 300 ksf 16% 84% 52 271 323 20.0% 64 42 217 259 28.6% 74 15 170 185 0.0% 0 15 170 185 3 Shopping Center 10 820 500 ksf 48% 52% 858 930 1,788 20.0% 358 686 744 1,430 23.7% 339 564 527 1,091 34.0% 371 372 348 720 4 Hotel 10 310 240 room 51% 49% 79 75 154 20.0% 31 63 60 123 23.6% 29 44 50 94 0.0% 0 44 50 94 5 6 7 8 9 10 11 12 13 14 15 ITE Land Use Code Rate or Equation Total: 1,679 1,717 3,396 20.0% 679 1,343 1,374 2,717 26.9% 730 978 1,009 1,987 18.7% 371 786 830 1,616 222 Y=0.34"(X)+8.56 710 LN(Y) = 0.95"LN(X)+0.36 820 LN(Y) = 0.74"LN(X)+2.89 310 Y=0.75"(X)+-26.02 PROPOSED WEEKDAY PM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION BASELINE TRIPS MULTIMODAL REDUCTION GROSS TRIPS INTERNAL CAPTURE EXTERNAL VEHICLE TRIPS PASS -BY CAPTURE NET NEW EXTERNAL TRIPS Land Use RE Edition ITE Code Scale ITE Units Percent In Out Total Percent MR Trips In Out Total Percent IC Trips In Out Total Percent PB Trips In Out Total In Out G R O U P 2 1 Multifamily Housing (High -Rise) 10 222 2929 du 61% 39% 612 392 1,004 20.0% 201 489 314 803 25.3% 203 355 245 600 0.0% 0 355 245 600 2 General Office Building 10 710 168.011 ksf 16% 84% 30 156 186 20.0% 37 24 125 149 26.6% 37 14 98 112 0.0% 0 14 98 112 3 Shopping Center 10 820 296.297 ksf 48% 52% 583 631 1,214 20.0% 243 466 505 971 25.4% 247 379 345 724 34.0% 246 250 228 478 4 Hotel 10 310 400 room 51% 49% 140 134 274 20.0% 55 112 107 219 16.9% 37 84 98 182 0.0% 0 84 98 182 5 Junior/Community College 10 540 43.76 ksf 50% 50% 41 40 81 20.0% 16 33 32 65 26.6% 20 20 25 45 0.0% 0 20 25 45 6 7 8 9 10 11 12 13 14 15 ITE Land Use Code Rate or Equation Total: 1,406 1,353 2,759 20.0% 552 1,124 1,083 2,207 24.6% 544 852 811 1,663 14.8% 246 723 694 1,417 222 Y=0.34"(X)+8.56 710 LN(Y) = 0.95"LN(X)+0.36 820 LN(Y) = 0.74"LN(X)+2.89 310 Y=0.75"(X)+-26.02 540 Y=1.86(X) K:\FTL_TPTO\043752001-Sabal Palm Village\calcs\trip gen\TRIP GEN 10_Redevelopment 05 03 2021.xlsx: PRINT -PM PEAK HOUR 5/3/2021,10:17 AM IN OUT TOTAL NET NEW TRIPS -63 -136 -199 4 P U G 0 4- Q Internal Capture Reduction Calculations Methodology for A.M. Peak Hour and P.M. Peak Hour based on the Trip Generation Handbook, 3rd Edition, published by the Institute of Transportation Methodology for Daily based on the average of the Unconstrained Rates for the A.M. Peak Hour and P.M. Peak Hour A NOTICE This submittal needs to be scheduled fora puboc hearing In acoordxnce whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR resiew the information at the pubdc hearing to render a recommended on or a final decla on. PZ-21-10809 08/20/21 sN 1 SEW cO�Qv SUMMARY (PREVIOUSLY APPROVED) 1— p d Z GROSS TRIP GENERATION Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 212 34 42 217 Retail 199 123 686 744 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 180 570 552 353 Hotel 54 38 63 60 645 765 1,343 1,374 OUTPUT INTERNAL TRIPS Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 20 10 27 47 Retail 21 12 122 217 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 4 12 197 91 Hotel 0 11 19 10 45 45 365 365 OUTPUT Total % Reduction 6.4% 26.9% Office 12.2% 28.6% Retail 10.2% 23.7% Restaurant Cinema/Entertainment Residential 2.1% 31.8% Hotel 12.0% 23.6% OUTPUT EXTERNAL TRIPS Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 192 24 15 170 Retail 178 111 564 527 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 176 558 355 262 Hotel 54 27 44 50 600 720 978 1,009 4 P U G 0 4- Q Internal Capture Reduction Calculations Methodology for A.M. Peak Hour and P.M. Peak Hour based on the Trip Generation Handbook, 3rd Edition, published by the Institute of Transportation Methodology for Daily based on the average of the Unconstrained Rates for the A.M. Peak Hour and P.M. Peak Hour A NOTICE This submittal needs to be scheduled fora puboc hearing In acoordxnce whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR resiew the information at the pubdc hearing to render a recommended on or a final decla on. PZ-21-10809 08/20/21 sN 1 SEW cO�Qv SUMMARY (PROPOSED) I— p d Z GROSS TRIP GENERATION Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 229 51 57 157 Retail 149 91 466 505 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 160 506 489 314 Hotel 92 64 112 107 630 712 1,124 1,083 OUTPUT INTERNAL TRIPS Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 23 14 23 34 Retail 25 12 87 160 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 3 12 134 69 Hotel 0 13 28 9 51 51 272 272 OUTPUT Total % Reduction 7.6% 24.6% Office 13.2% 26.6% Retail 15.4% 25.4% Restaurant Cinema/Entertainment Residential 2.3% 25.3% Hotel 8.3% 16.9% OUTPUT EXTERNAL TRIPS Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 206 37 34 123 Retail 124 79 379 345 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 157 494 355 245 Hotel 92 51 84 98 579 661 852 811 Z i BERCC]W 1 RADELL I i s. FERNANDEZ s. LARKIN + TAPANES ZONIf42, LAND USE Pfil'L �. ENVIIa[MN@L 1 LAW j 200 S. Biscayne Boulevard Suite 300, Miami, FL 33131 www.brzoninglaw.com 305.377.6227 office 305.377.6222 fax mtapanes@brzoninglaw.com May 28, 2021 VIA ELECTRONIC MAIL Mr. Charles Garavaglia Chair, City of Miami Planning, Zoning and Appeals Board 3500 Pan American Drive Miami, Florida 33133 This submittal needs to be scheduled fora public hewing In accordance wM1h timelines set forth in the City of Miami Code. The applica tie decision -malting bodywlll review the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 Re: Sabal Palm Village SAP File No. File ID Nos. 8609 and 3307 Summary of Community Outreach Efforts Dear Mr. Garavaglia: This law firm was engaged on February 24, 2021 to represent SPV Realty, LLC ("Applicant") in connection with the Sabal Palm Village Special Area Plan, formerly known as Eastside Ridge ("SAP"), located at 5175 NE 2 Avenue, 5035 NE 2 Avenue and 5125 NE 2 Court ("Property"). The SAP has been reimagined as an architectural and cultural connection between the iconic Little Haiti, Buena Vista, and Design District neighborhoods contributing to eight pillars of public benefits: community open space, mobility, arts and culture, affordability, community policing, promoting Little Haiti, environment and economics. The purpose of this letter is to memorialize the Applicant's recent community outreach efforts. Following the Applicant's submittal of the revised SAP on May 6, 2021, the Applicant engaged in extensive community outreach to inform and collaborate with the many stakeholders that make the Little Haiti, Buena Vista, and Design District neighborhoods diverse and vibrant. Through its representatives, the Applicant: • Corresponded directly with community groups and individual members of the public to respond to inquiries and exchange information; • Created a Facebook group and website to inform the community and invite public input; and Mr. C City of Miami Planning, Zoning a • Hosted virtual and in -person meetings with the Buena Vista East Co Neighborhood Association, the Buena Vista West Homeowners Associati Vista East Homeowners Association, the Buena Vista Heights Homeowners A Palm Grove Neighborhood Association, and Little Haiti community to collaborate on the SAP's design and public benefit program; and �< nlve NOTICE This submittal needs to be scheduted fora public hearing In accordance wUh tlmetres set forth in the City of Miami Code. The applicable decision -ma Xing body will review the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 • Hosted virtual and in -person outreach meetings with Design Place residents to inform and collaborate on the construction phasing timeline, relocation assistance program, retention logistics, and Miami -Dade County Public Housing and Community Development workforce housing program. Open Communication with Public. Members of the public raised questions regarding specific terms of the SAP and the impacts to the abutting Little Haiti, Buena Vista, and Design District neighborhoods. Project representatives responded to each inquiry posed by these members of the public and implemented revisions to the SAP. For example, in response to resident concerns for additional educational opportunities, the Applicant included approximately 43,000 square feet of space for the use of a vocational and community college. The Applicant also amended the SAP to include 512 Workforce Housing Units; a reduction in program, height, massing and scale; and off -site transportation projects to improve area - wide mobility. Virtual and In -Person Community Meetings. To inform and engage the community, the Applicant hosted a series of virtual and in -person meetings where residents, community groups and other stakeholders met with the developer, design team and legal representatives to review the plans, collaborate on the public benefits, and ask questions. Meetings were advertised online through the Applicant's Sabal Palm Village at Flagler Trail Facebook page, local Haitian radio stations, and through word of mouth by community leaders. See Figure 1, Figure 2, Figure 3, and Figure 4, below. Bercow Radell Femandez Larkin & Tapanes 1 305.377.6227 direct 1 305.377.6222 fax 1 mtapanes@brzoninglaw.com Mr. C City of Miami Planning, Zoning a is 7 Felipe Angulo (me) Julie Caputo (Host) Carli Kasha! ants ri PI 11 Melissa Tapanes Llahues Robert GO Robin rwerthamer • CN Alisa Cepeda Andrew Bonsignore goBen Fernandez • Chaim 47th Street • Justin Podolsky Laird Kramer (he/him) • Suzanna • Ulysee • Vanessa Cohen inWendy Stephan 4 4' 11 Figure 1: Excerpt from May 10, 2021 Community Meeting. 4t`T NOTICE This submittal needs to be scheduled fora public hearing In accordance wUh timelines set forth in the City of Miami Code. The applicable decision -malting body will review the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 Bercow Radell Femandez Larkin & Tapanes 1 305.377.6227 direct 1 305.377.6222 fax 1 mtapanes@brzoninglaw.com Mr. C City of Miami Planning, Zoning a 27 TH URSDAY AT 7 PM EDT- 9 PM EDT Community Meeting Free . 6010 NE 2nd Ave, Miami (Cuisine Lakay and Bar) About Discussion Details • Event by Sabal Palm Village at Flagler Trail Q 6010 NE 2nd Ave. Miami (Cuisine Lakay and Bar) Q Thursday at 7 PM EDT - 9 PM EDT 4 Price: Free . Duration: 2 hr • Public . Anyone on or off Facebook Please join us and learn about all the changes made to the plans of Sabal Palm Village (torrnal:y known as Eastside Ridge) and the community benefits. Food will be served! tt Interested pm. Go With Friends Figure 2: Excerpt from Sabal Palm Village at Flagler Trail Facebook Page. NOTICE This submittal needs to Ia scheauted fora public hearing In accordance wth timelines set forth in the City of Miami Code. The applicable decision -malting body will renew the Information at the public hearing to render u recommendation or a final decision. Figure 3: Photo from May 27, 2021 Community Meeting at Cuisine Lakay and Bar Bercow Radell Femandez Larkin & Tapanes 1 305.377.6227 direct 1 305.377.6222 fax 1 mtapanes@brzoninglaw.com PU8ij . Mr. C City of Miami Planning, Zoning a RESIDENT MEETING JOIN US FOR THE LATEST UPDATES IVIPtY 2u20zl THURSDAY 7:30 PM SABALPAVILLAGELM Please Join Lis via Zoom to Learn About the New Plans for Saba! Palm Village (formally known as Eastside Ridge) This Virtual Meeting is for Current Design Place Apartment Residents Only, REGISTER NOW CD ZOOM MCCTIN2 ID87656603571 DIAL -IN +1(646)57E-9923 Figure 4: Flyer for May 20, 2021 Design Place Meeting 0 4 NOTICE This submittal needs to be scheduled fora public hearing accordancein with timelines set forth in the City of MiamCode.The appticade decision -making bodywill renew the information at the pubc hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 it EW C0" In May 2021, there have been eight (8) outreach meetings, and there are more virtual and in -person meetings scheduled. The goal of these meetings was to provide a setting where stakeholders could learn and feel comfortable asking questions about any aspect of the project. At the meetings, the project team presented detailed plans and renderings for the mixed -use development and park renovation, as well as fielded questions with respect to proposed plans, timing of construction, construction staging, and concurrency review. The Applicant and community attendees have engaged in consistent, meaningful discussion. The Applicant has steadily received feedback from the residents stating this is the most a developer has engaged with the community to ensure their voices are heard. See Figure 5, below. Bercow Radell Femandez Larkin & Tapanes 1 305.377.6227 direct 1 305.377.6222 fax 1 mtapanes@brzoninglaw.com zoom Mr. C City of Miami Planning, Zoning a BVEH NA Community Meeting - Shared screen with speaker view Revised Development Program Uses Mu Iti•Family Residential General Office Shopping Center Hotel Vo c at i on allC om m u n ity College Original Revised Change 2,92g units 3,300 units final, 512 Workforce -371 units Housing Units) 300,000 SF 168,011 SF -131,989 SF 500,000 SF 296,297 SF 203,703 SF 240 rooms 400 rooms +160 rooms 11% Decreeaa 44% Decrease 41% Decrease 66% Increase 0 43,760 SF +43,760 SF New Uea Figure 5: Excerpt from May 10, 2021 Community Meeting. This submittal needs to be scheduted fora public hearing In accordance wUh timelines set forth in the City of Miami Code. The applicable decision -malting body will renew the Information at the public hearing to render a recommendation or a final decision. Chat Me Chaim 47th Street PZ-21-10809 08/20/21 4 1:00 if 512 "workforce units" are replacing 'Design Place" representing 16%of the proposed 2929 total units. What or how are the non workforce units termed? Are 84% "market cost rentals?" Chaim 47th Street 41.30 thank you Robin 42:47 do you have a partnership in mind with vocational/community college? Chaim 47th Street 42.33 Trees and tree canopy are definitely "environmental." Can you speak on uLi tel enuil urn nenlai wl oiclel olive ❑. Examples include noise pollution, traffir ralrning on NF 9ndavenue dragway. Thank you for mentioning 54th street medians. Chaim 47th Street 44:27 Any solar panels planned at this stage? Chaim 47th Street Thank you Below is a log of the outreach meetings, with links to virtual presentations where applicable. Community Outreach Date Links/Exhibits Meeting with Ashley Toussaint and Eric Knowles; President and CEO, Miami - Dade Chamber of Commerce. 5/4/2021 Zoom. Meeting with Najeeb Campbell; City of Miami Historic and Environmental Preservation Board 5/10/2021 https://bit.ly/2SAoUvg Passcode: P.sKPa1s Meeting with Peter Ehrlich; Community Member 5/10/2021 https://bit.ly/3eXhnzl Passcode: 1 +&maK$3 Meeting with Buena Vista East Historic Neighborhood Association 5/10/2021 https://bit.ly/3bAAgWI Passcode: @09jKLtC Meeting with Morningside Civic Association 5/11/2021 Zoom. 45:54 Bercow Radell Femandez Larkin & Tapanes 1 305.377.6227 direct 1 305.377.6222 fax 1 mtapanes@brzoninglaw.com Meeting with Palm Grove Neighborhood Association Meeting with current residents of Design Place Meeting with Little Haiti community stakeholders Mr. C City of Miami Planning, Zoning a 5/19/2021 5/20/2021 5/27/2021 This submittal needs to be scheduted fora public hearing In accordance wUh tlmetres set forth in the City of Miami Code. The applicable decision -ma Xing body will review the Information at the public hearing to render a recommendation or a final decision. In -person meeting a Ironside. Zoom. In -person meeting at Cuisine Lakay and Bar with Haitian Creole translator. PZ-21-10809 08/20/21 The Applicant has engaged in significant community outreach to reach a diverse cross- section of stakeholders, including residents, workers, and activists. The Applicant has taken a collaborative approach to reimagining the SAP by meeting with community stakeholders and implementing their ideas to ensure that the project results in a world -class project that benefits the surrounding community and the City of Miami as a whole. This outreach is just getting started and will continue in the months ahead as we work to finalize the development agreement for City Commission approval. We respectfully request that you enter this letter into the record of the proceedings associated with the SAP. Should you have any questions, please do not hesitate to contact me at 305.377.6227. Very truly yours, Melissa Tapanes Llahues CC: Justin Podolsky Ben Fernandez Carli Koshal Bercow Radell Femandez Larkin & Tapanes 1 305.377.6227 direct 1 305.377.6222 fax 1 mtapanes@brzoninglaw.com This Instrument was Prepared by, and After Recording Should be Returned to: Ben J. Fernandez, Esq. Bercow Radell Fernandez Larkin & Tapanes, PLLC 200 South Biscayne Boulevard, Suite 300 Miami, Florida 33131 This submittal needs to be scheduled fora public hewing In accordance wM1h timelines set forth in the City of Miami Code. The applica tie decision -malting bodywlll review the Information at the pubdc hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 (Space for Reserved for Clerk) DEVELOPMENT AGREEMENT BETWEEN THE CITY OF MIAMI, FLORIDA AND SPV REALTY, LC REGARDING DEVELOPMENT OF SABAL PALM VILLAGE SPECIAL AREA PLAN This Development Agreement (the "Agreement") is entered and executed this day of , 2021, by and between SPV Realty LC, a Florida limited liability company, ("Owner") and the City of Miami, Florida, a Florida municipal corporation and a political subdivision of the State of Florida (the "City"). The Owner and the City are each a "Party" and are collectively referred to herein as the "Parties." RECITALS WHEREAS, the Owner is the fee simple owner of 22.47 acres of property in the City of Miami, Florida, legally described in the attached Exhibit A and generally bounded by: (a) NE 54th Street on the north; (b) the FEC Railway on the east; (c) Block 3 of the Sabal Palm Plat recorded at Plat Book46, Page 66 (of the Public Records of Miami -Dade County, Florida), and NE 2 Avenue on the west; and (d) the Replat of the North One Half of Tract 9, All of Tracts 10, 11, and 12 of the Revised Plat of Brentwood as recorded at Plat Book 47, Page 20 of the Public Records of Miami -Dade County, Florida (the "Property"); and WHEREAS, Article 3, Section 3.9 of the City's zoning ordinance ("Miami 21") allows for unified properties consisting of more than nine (9) acres in size to be master planned to allow greater integration of public improvements and infrastructure, and greater flexibility so as to result in higher or specialized quality building and streetscape design; and WHEREAS, the result of this master planning process is known as a "Special Area Plan"; and WHEREAS, on July 18, 2016, the Owner filed applications with the the Property's land use designation and recently submitted a revised a approval of the Sabal Palm Village Special Area Plan (SAP) in order redevelopment of the Property as a mixed -use neighborhood and activity node of residential, office, retail, medical, and civic uses; and This submittal needs to be scheduled fora pubic hearing In accordance whh timelines set forth in the City of Miami Code. The applica tie decision -ma Xing bedywlll renew the Information at the pubdc hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 WHEREAS, redevelopment of the Property consistent with the SAP will create initial and recurring fiscal benefits for the City including temporary and permanent jobs as well as an increased tax base; and WHEREAS, the Property is located in an Enterprise Zone in which the City envisions sustained economic growth through County and State -offered tax incentives; and WHEREAS, the Property is developed with outdated two-story apartment buildings that are nonconforming with current Miami 21 regulations; and WHEREAS, the Property's location provides an opportunity to create an architectural and cultural connection between the Little Haiti, Buena Vista East, and Design District neighborhoods; and WHEREAS, the Property's location along NE 54 Street, the FEC Railway, and the NE 2 Avenue Miami Trolley Route, as well as its proximity to Biscayne Boulevard makes it well -suited to support greater future development; and WHEREAS, the Parties wish to ensure that future development of the Property acknowledges the Property's proximity to Little Haiti by incorporating Haitian cultural elements into both its use and design; and WHEREAS, the Owner intends to contribute to the revitalization of the Property and the surrounding communities by providing improvements to areas abutting the Property that will encourage pedestrianism and improve bicycle mobility in and around the Property; and WHEREAS, the Owner intends to create a publicly accessible pathway known as the Miami Loop's Flagler Trail through the SAP area abutting the Florida East Coast (FEC) Greenway to encourage additional walkability and bicycle ridership in the SAP area; and WHEREAS, the SAP will contribute to the local community by providing approximately 4.48 acres of civic space within the SAP area including 1.6 acres of land that will be improved and dedicated to the City of Miami as a public park; and WHEREAS, the Owner has requested that the public park area (" rezoned from Urban Center ("T5") to the Civic Space ("CS") transect zone t the SAP rezoning approval; and This submittal needs to be scheduled fora public hearing In accordance wM1h timelines set forth in the City of Miami Code. The applica tie decision -malting bodywlll review the Information at the pubdc hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 WHEREAS, the Property's location abutting a Transit Corridor and abutting a planned Priority Corridor will allow for efficient access by multiple modes of transit; and WHEREAS, the proposed project will revitalize the area by creating a well -planned pedestrian -oriented mixed -use neighborhood that furthers the City's goals of creating a pedestrian -oriented and bicycle friendly neighborhoods; and WHEREAS, the Owner wishes to contribute to the local community and help to address the community needs by making monetary contributions to ,the Little Haiti Revitalization Trust and the Miami Dade Chamber of Commerce; and WHEREAS, the Property is designated Medium -Density Multifamily Residential on the City's Future Land Use Map and is zoned Urban Center (T5-R) as illustrated in Exhibit B; and WHEREAS, the Parties wish for Redevelopment of the Property to proceed under the regulations established in the SAP Regulating Plan and Design Guidelines attached as Exhibit C and consistent with the Miami Comprehensive Neighborhood Plan (the "Comprehensive Plan") and Miami 21, the Zoning Code of the City as defined in this Agreement, where the SAP Regulating Plan and Design Guidelines are silent; and WHEREAS, as a condition to the approval of the SAP, Miami 21 Section 3.9.1(f) requires that the Owner enter into a Development Agreement; and WHEREAS, "The Florida Local Government Development Agreement Act," as codified in Sections 163.3220 through 163.3243 of the Florida Statutes (2020), authorizes local governments to enter into development agreements with any person or entity having a legal or equitable interest in real property located within the local government's jurisdiction, and the Parties intend that this Agreement be consistent with the requirements of said Act; and WHEREAS, assurance to the Owner that it may proceed in accordance with the existing laws and policies, subject to the conditions of a Development Agreement, strengthens the public planning process, encourages sound planning and financing of capital improvements, assists in assuring there are adequate capital Redevelopment of the Property, encourages private participation in c planning, and reduces economic costs of development; and ThIs submittal needs to be scheduled fora public hearing in accordance wAh timelines set forth in the City of Miami Code. The applicatle decision -ma Xing bodywlll renew the Informeon at the pane hearing to render a recommendab on or a final decision. WHEREAS, the City Commission pursuant to Legislative File Identification Nu , 2021 approved and has authorized the City Manager to execute this Agreement upon the terms and conditions set forth below, and the Owner is duly authorized to execute this Agreement upon the terms and conditions set forth below. PZ-21-10809 08/20/21 NOW THEREFORE, in consideration of the mutual covenants contained herein, it is hereby understood and agreed: 1. Recitals, Exhibits. The above recitals and the exhibits referenced in this Agreement are true and correct, and are incorporated into and made a part hereof. 2. Consideration. The Parties hereby agree that the consideration and obligations recited and provided for in this Agreement constitute substantial benefits to the Parties and thus are adequate consideration for this Agreement. 3. Rules of Legal Construction. For all purposes of this Agreement, unless otherwise expressly provided: a. A defined term has the meaning assigned to it; b. Words in the singular include the plural, and words in the plural include the singular; c. A pronoun in one gender includes and applies to other genders as well; d. The terms "hereunder", "herein", "hereof", "hereto" and such similar terms shall refer to the instant Agreement in its entirety and not to individual sections or articles; e. The attached exhibits shall be deemed adopted and incorporated into this Agreement; provided however that this Agreement shall be deemed to control in the event a conflict between the attachments and this Agreement. f. The Parties hereto agree that this Agreement shall not be more strictly construed against either the City or the Developer, as all parties are drafters of this Agreement. 4. Definitions. Capitalized terms which are not specifically defined her the meaning given to them in Miami 21. This submittal needs to be scheduled fora public hearing In accordance wM1h timelines set forth in the City of Miami Code. The applica tie decision -malting bodywlll review the Information at the pubdc hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 "Affordable Housing" shall have the same meaning currently attributed to term under Miami 21 and shall mean an owner -occupied and/or rental dwelling unit with a purchase cost, value, or monthly rent, as applicable, equal to or less than the amounts established by the applicable standards for those individuals whose income is at one hundred percent (100%) of Area Median Income as published by the United States Department of Housing and Urban Development and certified by the City's Department of Community and Economic Development. "Agreement" means this Development Agreement between the City and the Owner. "Certified Minority Enterprise" means an enterprise certified by Miami -Dade County as a Community Business Enterprise ("CBE"); a Community Small Business Enterprise ("CSBE"); a Black Business Enterprise ("BBE"); a Disadvantaged Business Enterprise ("DBE"); a Hispanic Business Enterprise ("HBE"); or a Small Business Enterprise ("SBE"); all as generally described in Section 2-8, et seq. of the Miami - Dade County Code of Ordinances. "City" means the City of Miami, a municipal corporation of the State of Florida, and all departments, boards, committees, agencies and instrumentalities subject to and jurisdiction thereof. "City Charter" means the municipal Charter of the City of Miami. "City Code" or "Code" means the Code of Ordinances of the City of Miami. "City Manager" means the City Manager or his or her designee. "Comprehensive Plan" means the comprehensive plan known as the Miami Comprehensive Neighborhood Plan, ("MCNP") adopted by the City via Ordinance No. 10544 pursuant to Chapter 163, Florida Statutes (2017), meeting the requirements of Section 163.3177, Florida Statutes; Section 163.3178, Florida Statutes and Section 163.3221(2), Florida Statutes, which are in effect as of the Effective Date of the Agreement. "Consumer Price Index" or "CPI" means the Consumer Price Inde Consumers, U.S. City Average, for all items, 1982-84 = 100 as pub United States Department of Labor on its website at http://www.bls.g This submittal needs b be scheduled fora public hearing In accordance wah timelines set forth in the City of Miami Code. The applicable decision -malting body will relew the Information at the public hearing to render a recommendab on or a final decision. PZ-21-10809 08/20/21 "County" means Miami -Dade County, a political subdivision of the State of Flo "Design Guidelines" means the City Commission -adopted set of drawings, diagrams, and tables that guide future development within the SAP Area. Together with the Regulating Plan and this Agreement, the Design Guidelines provide, among other things, the information required by Miami 21 Section 3.9.1(c) through (h). The Design Guidelines are commonly known as the "Concept Book." "Development" means the carrying out of any building activity, the making of any material change in the use or appearance of any structure or land, or dividing of land into three (3) or more parcels and such other activities described in Section 163.3221(4), Florida Statutes (2017). "Development Permit" includes any building permit, zoning approval, subdivision approval, replatting, rezoning, certification, special exception, variance, Waiver, Warrant, Exception, or any other official action of local government having the effect of permitting the development of land. "Effective Date" is the recordation date of the executed, original version of this Agreement. "Encroachment" includes any improvement to the Property by the Owner or a fixture to such an improvement, or any portion of such an improvement or fixture that: a. is located on, over, within, or beneath real property owned or operated by the City, the County, or which is otherwise dedicated as part of the public right-of-way or Pubic Open Space; and b. has been authorized by the relevant local government(s) pursuant to applicable laws and a permit issued separate and apart from this Agreement or the SAP. "Existing Zoning" is (a) Miami 21 Code, effective May 2010, as amended, specifically including the SAP Regulating Plan and Design Guidelines (see Exhibit C), and (b) the Land Development Regulations specified in the Ch Code as of the Effective Date. "Florida Local Government Development Agreement Act" shall mea 163.3220 through 163.3243 of the Florida Statutes (2020). This submittal needs to be scheduled fora pubdc hearing In accordance with timelines set forth in the City of Miami Code. The applicable decision -making bodywlll renew the Information at the pubdc hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 "Land Development Regulations" mean those laws and policies of the City that regulate any aspect of development including zoning, subdivision, building construction, or sign regulations or any other such regulation controlling the development of land and specifically including Chapters 4, 10, 13, 22, 23, 36, 54, 55 and 62 of the Code. "Laws" means all ordinances, resolutions, regulations, comprehensive plans, land development regulations, and rules adopted by a local or state government affecting the development of land. "Little Haiti Area" the area within the following metes and bounds: Beginning at the intersection of Northeast 54 Street and Northeast 4 Avenue, travelling westward along the midblock line between Northeast 54 Street and the street parallel to the south, until it meets Interstate 1-95, then travelling northward along the center line of Interstate 1-95, until meeting the boundary of the City of Miami, then turning and traveling eastward along the midblock line to include the frontage of Northwest 79 Street, until reaching North Miami Avenue, then travelling northward along North Miami Avenue until it reaches the Little River, then travelling eastward, following the northern boundary of the City of Miami along the Little River, until reaching Northeast 2 Avenue, then travelling southward along the midblock line between Northeast 2 Avenue and the street running parallel to the east, to include the eastern frontage of Northeast 2 Avenue, until reaching the northern boundary of Little Haiti Park, then following the park boundary until reaching Northeast 4 Avenue, then travelling south along the center line of Northeast 4 Avenue until the beginning. "Miami 21" means City of Miami Ordinance 13114, effective May 2010 as amended. "Owner" means SPV Realty, LC, a Florida limited liability company, and its successors and assigns. "Park Impact Fee" means the parks and recreation impact fee p Chapter 13 of the City Code. This submittal needs to be scheduled fora public hearing In accordance wM1h timelines set forth in the City of Miami Code. The applica tie decision -malting bodywlll review the Information at the pubdc hearing to render a recommendation or a final decision. "Park Land" means those portions of the Property identified in the SAP as Space Park" on Sheet of the Design Guidelines. PZ-21-10809 08/20/21 "Phase 1 Construction," "Phase 2 Construction," etc. means the stage of development of the Property pursuant to the SAP as described in Sheet A-11 of the Design Guidelines. "Planning Director" means the Director of the City's Planning Department or his or her designee. "Property" means the approximately 22.47 acres of real property in the City of Miami, Florida, legally described in the attached Exhibit A and generally bounded by: (a) NE 54 Street on the north; (b) the FEC Railway on the east; (c) Block 3 of the Sabal Palm Plat recorded at Plat Book 46, Page 66 (of the Public Records of Miami - Dade County, Florida), and NE 2 Avenue on the west; and (d) the Replat of the North One Half of Tract 9, All of Tracts 10, 11, and 12 of the Revised Plat of Brentwood as recorded at Plat Book 47, Page 20 of the Public Records of Miami - Dade County, Florida. The capitalized term "Property" is used interchangeably with the term "SAP Area." "Public Benefit Contributions" means the contributions required pursuant to Miami 21, Section 3.9, provided for in Miami 21, Section 3.14 and the SAP, and described in Section 13 of this Agreement. Such Public Benefits Contributions include, among others, Workforce and Affordable Housing, Bicycle Route improvements, transportation improvements, and dedicated Open and Civic Spaces. "Public Facilities" means major capital improvements, including, but not limited to, transportation, sanitary sewers, solid waste, drainage, potable water, educational, parks and recreational, streets, parking and health systems and facilities. "Public Open Spaces" collectively means those certain areas within the Property described on pages C-1 and D-1 of the Design Guidelines, set aside by the Owner for use as public Open Space and/or open Civic Space, and consisting of a combined area of approximately 444,195 square feet. Public Open Space shall generally be unimproved by permanent buildings, open to the sk for public use, as further provided and modified by the Agreement, Book and Regulating Plan. This submittal needs to be scheduled fora public hearing In acordance whh 5melines set forth in the City of Miami Cade. The appllrabe decision -ma Xing bodywlll renew the information at the pubdc hearing to render a recommendaton or a final decision. PZ-21-10809 08/20/21 "Redevelopment of the Property" means all construction required to improve Property in accordance with the SAP. Redevelopment of the Property does not include any construction or improvements not authorized by the SAP. "Regulating Plan" means the City Commission -approved set of land development regulations that supersede standard transect regulations provided in Miami 21. Together with the Design Guidelines and this Agreement, the Regulating Plan provides the information required by Miami 21 Section 3.9.1(c) through (h). "SAP Area" is used interchangeably with the capitalized term, "Property." "Special Area Plan" or "SAP" means the Sabal Palm Village Special Area Plan, including the Regulating Plan and Design Guidelines. "Special Area Plan Permit" or "SAP Permit" means the review process through which SAP development phases or elements of the SAP requiring additional review as identified in the Regulating Plan or this Agreement are reviewed and approved, approved with conditions, or denied by the Planning Director. Site plan approval for each SAP phase shall be completed by SAP Permit. "Workforce Housing" shall have the same meaning currently attributed to the term under Miami 21 and shall mean a Dwelling Unit, owner -occupied and/or rental housing with a purchase cost, value, or monthly rental rate, as applicable, equal to or less than the amounts established by the applicable standards for those individuals whose income is between sixty percent (60%) and one hundred percent (100%) of the Area Median Income as published by the United States Department of Housing and Urban Development and the City's Department of Community and Economic Development. 5. Purposes. The purposes of this Agreement are: a. To satisfy the requirements of Miami 21, Article 3, Section 3.9.1(f) by, among other things, providing for the creation and retention of certain public benefits; and b. To authorize Redevelopment of the Property pursuant to Sab SAP; and This submittal needs to be scheduled fora pubdc hearing in accordance wM timelines set forth in the City of Miami Code. The applicable decision -ma Xing body will renew the Information at the pubdc hearing to render a recommendation or a final decision. c. To provide Owner assurance that it may proceed with the develo the Property in accordance with the SAP and existing laws and policies the Effective Date consistent with the Florida Local Government Development Agreement Act. PZ-21-10809 08/20/21 6. Intent. The Parties intend for this Agreement to be construed and implemented so as to effectuate the purposes of the SAP Regulating Plan and Design Guidelines, this Agreement, the Comprehensive Plan, Miami 21 where the SAP Regulating Plan and Design Guidelines are silent, the City Charter, the City Code, and the Florida Local Government Development Agreement Act. This Agreement is intended to satisfy the requirements of Section 3.9.1.f., Miami 21. 7. Applicability. This Agreement only applies to the Property identified in Exhibit A. 8. Term of Agreement, Effective Date and Binding Effect. This Agreement shall have a term of thirty (30) years from the Effective Date unless released in writing by the City and the then owners of the Property after public hearing before the City Commission pursuant to Florida Statutes and shall be recorded in the public records of Miami -Dade County by the Owner and filed with the City Clerk. The term of this Agreement may be extended by mutual consent of the Parties subject to public hearing(s), pursuant to Section 163.3225 of the Florida Statutes (2020). This Agreement shall become effective on the Effective Date and shall constitute a covenant running with the land that shall be binding upon, and inure to the benefit of the Owner, its respective successors, assigns, heirs, legal representatives, and personal representatives. If the Property or any portion thereof is submitted to condominium ownership pursuant to the Florida Condominium Act, Chapter 718, Florida Statutes (2020), then the association or other entity designated to represent the condominium ownership interests as to the Property, as may be applicable, shall be the proper party or parties to execute any such release for properties in a condominium form of ownership. 9. Land Use and Zoning Designations. Pursuant to City Ordinances and , and in accordance with applicable legal requirements, the City has designated the Property "Recreation" and "Restricted Commercial" on the City's Future Land Use Map, and CS, T5-O and T6-12-0 on the City's official Zoning Atlas. The SAP allows for deviations from commonly applicable provisions of Miami 21 in order to achieve a unique urban area. In approving the SAP, the City has determined that the Use, Intensities, and Densities of developm thereunder are consistent with the Comprehensive Plan, and are co abutting zoning designations and surrounding development. 10. Density, Intensity, Uses, Building Heights and Open Space. This submittal needs b be scheduled fora pubdc hearing In accordance wAh timelines set forth in the City of Miami Code. The applIca de decision -ma Xing bodywlll renew the Information at the pubdc hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 a. As of the Effective Date, and pursuant to the SAP, the Density and Intensity proposed for the SAP are permitted by the Existing Zoning and are consistent with the Comprehensive Plan. b. As of the Effective Date and pursuant to the SAP, the Uses proposed for the Property are permitted by the Existing Zoning and are consistent with the Comprehensive Plan. c. As of the Effective Date and pursuant to the SAP, the Heights proposed for the Property are permitted by the Existing Zoning and are consistent with the Existing Zoning and are consistent with the Comprehensive Plan. 11. Future Development. Future development within the SAP Application Area shall proceed pursuant to the Regulating Plan and Design Guidelines. The criteria to be used in determining whether future development shall be approved is: (a) consistency with the Comprehensive Plan, (b) this Agreement, (c) and the Sabal Palm Village SAP. The Comprehensive Plan, this Agreement, and the Sabal Palm Village SAP shall govern development of the SAP Application Area for the duration of the Agreement. Any modifications to the Project plans or this Agreement shall be approved in accordance with the Sabal Palm Village SAP Regulating Plan and Design Guidelines. The City's laws and policies adopted after the Effective Date may be applied to the SAP Application Area only if the determinations required by Section 163.3233(2), Florida Statutes (2020), have been made after thirty (30) days written notice to the Developer and at a public hearing. Pursuant to Section 163.3245(3), Florida Statutes (2020), this prohibition on down zoning supplements, rather than supplants, any rights that may vest to the Developer under Florida or Federal laws. As a result, the Developer may challenge any subsequently adopted changes to land development regulations based on (a) common law principles including, but not limited to, equitable estoppel and vested rights, or (b) statutory rights which may accrue by virtue of Chapter 70, Florida Statutes (2020). a. Site Plan. The Property will be developed and used substantially in compliance with a compilation of plans, including, specifically, architectural plans entitled "Sabal Palm Village at Flagler Trail," as prepared by Kobi Karp Architecture and Interior Design, Inc., and the landscape pia by Kimley Horn and Associates, Inc. All the foregoing plans a referred to in this Agreement as the "Project" and are describe plans on file with the City Clerk and are deemed to be incorp reference. "Substantially in compliance," for purposes of this Agreem shall be determined by the City Planning and Zoning Director, pursuant to Section 7.1.3.5 of Miami 21. This submittal needs to be scheduled fora public hearing In accordance wM1h 5melines set forth in the City of Miami Code. The applicable decision -malting bodywlll renew the Information at the pubdc hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 b. SAP Permit. Future phases of the SAP shall be reviewed and approved pursuant to the procedures of the SAP Permit. See SAP Permit definition in this Agreement. c. Area -Wide Standards. Density, Intensity, Civic Space, and Open Space are governed on an SAP -wide basis rather than on a site -specific basis. i. As development proceeds on individual building sites, Dwelling Units and/or floor area will be absorbed, and the SAP -wide totals will be reduced. SAP -wide Civic and Open Space totals consisting of common open space delineated and developed at the commencement of development of the SAP shall be increased as site -specific open space areas are developed counted. All remaining regulations, including all other building disposition requirements, are applied on a site -specific basis within sites identified in the SAP Design Guidelines. d. Covenant in Lieu of Unity of Title. The Owner shall enter into a Covenant in Lieu of Unity of Title covering the entire Property prior to any redevelopment activities on any portion of the Property. 12. Prohibition on Downzoning. a. During the term of this Agreement, changes to the Comprehensive Plan or Existing Zoning taking legal effect after the Effective Date shall not apply to the Property unless: i. The determinations required by Section 163.3233(2) of the Florida Statutes (2020) have been made; ii. The City has provided the Owner at least thirty days' written notice of its intent to apply such regulations; and iii. Approval by the City after a public hearing or as other by Chapter 163 of the Florida Statutes, and then only a has provided thirty days' written notice to the Owner. This submittal needs to be scheduled ter public hearing In accordance wM timelines set forth in the City of Miami Code. The applies de decision -ma ling bodywlll renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 b. In accordance with Section 163.3245(3) Florida Statutes (2020), this prohibition on downzoning supplements, rather than supplants, any rights that may vest to the Owner under Florida or Federal laws. As a result, the Owner may challenge any subsequently adopted changes to land development regulations based on: i. Common law principles including, but not limited to: equitable estoppel, vested rights, and contractual rights ii. Statutory rights which may accrue by virtue of Chapter 70, Florida Statutes (2020), or any other Florida, or Federal statute(s); or iii. The Miami -Dade County Code or laws of the City. 13. Public Benefit Capital Contribution. In accordance with Miami 21 Article 3, Section 3.9.1(f), the Owner hereby agrees to create and retain the public benefits identified in this Section and detailed on Exhibit D. The public benefits set forth in this Section and detailed on Exhibit D may serve to satisfy the public benefits identified in the SAP or the in -kind public benefit contributions identified in Miami 21, Section 3.14. The public benefits set forth in this Section and detailed on Exhibit D may be provided in phases as and when the various portions of the SAP are developed. a. Promoting the Little Haiti Community. The Little Haiti community faces a series of economic and social challenges including a pressing need for affordable housing, educational opportunities, small business growth, and assistance with immigration services. Owner, as an existing member of the community, wishes to assist Little Haiti's residents confront those challenges as follows: i. Capital Contribution. Owner agrees to invest ten million dollars ($10,000,000) (the "Capital Contribution") as outlined on Exhibit D to this Development Agreement and subject to the terms of this Section. PUat. ,cs v 0 4 ii. Use of Capital Contribution. The purposes for whi Contribution may be used will be limited to the spe programs, and corresponding amounts as outlined o within the Little Haiti Area in the following categories: 4 nyl NOTICE This submittal needs to to scheduled fora pubdc hearing In accordance wit, tmelines set forth in the City of Miami Cede. The appdca tie decision -making bodywlll relew the Information at the pubdc hearing to render a recommendation or a final decision. 44, V 4'4-VI EW COv- PZ-21-10809 08/20/21 1. Co -working and business incubation center or Haitian and local area businesses. 2. Residential and Business Beautification and Renovation Program 3. Education and Vocational Training Scholarships 4. Promotion of Haitian Culture, Art, and Language 5. Sponsoring and promoting the Little Haiti FC, 501 (c) organization 6. Citizens Neighborhood Patrol for the area surrounding Sabal Palm Village 7. Post -Project Business Development Loan Program The specific projects, programs, and amounts and schedule of payments outlined on Exhibit D may be amended over time to adjust for changing community priorities and needs, by Resolution of the City Commission. iii. Installments. The Capital Contribution shall be made payable to The Little Haiti Community Revitalization Trust 10 days following the expiration of all applicable appeal periods and then distributed to the the Miami -Dade Chamber of Commerce, and the Little Haiti Soccer Program in accordance with the Commission's approval, signature by Owner and the schedule outlined on Exhibit D. 1. The Little Haiti Community Revitalization and the Miami -Dade Chamber of Commerce shall administer the Capital Contribution, provided they are subject to audit by the City relative to their respective administration of said Capital Contribution. 14. Public Open Spaces. The Owner agrees to provide publicly accessible open spaces in the SAP Area ("Public Open Spaces") in excess of the minimum Open Space and Civic Space requirements of Miami 21 and the SAP, as follows: a. Minimum Open and Civic Space. The Owner agrees to provi area of approximately 248,923 square feet of Open Space whe square feet are required and 195,272 square feet of Civic Spac 45,438 square feet are required, in substantial accordance Agreement, the Regulating Plan, and the Design Guidelines, as reduce any future rights -of -way depicted in the SAP. This submittal needs to be scheduled fora pubic hearing In accordance wM1h 5melines set forth in the City of Miami Code. The applicable decision -malting bodywlll renew the Information at the pubdc hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 b. Location. The general location and dimensions of the Public Open Spaces shall be substantially in accordance with this Agreement and the SAP (including Sheet B-11 of the Design Guidelines), or as otherwise mutually agreed by the Parties. c. Dedication of Park Area. The Owner shall improve and convey to the City of Miami the approximately 1.6-acre Park and Botanical Garden Area located along NE 2 Avenue identified in the SAP as "Dedicated Park Area" on Sheet B-6 of the Design Guidelines. The Park Area shall be conveyed to the City within 180 days after issuance of the final Certificate of Occupancy for the First Phase of the SAP. d. Condition of Park Area. At time of conveyance, the Park Area shall be improved in substantial compliance with the Design Guidelines. The Park Area shall also contain a playground and an area dedicated for use as a dog park. e. Use and Reversionary Interest. The City shall use the Park Area only for passive public park purposes. No improvements or leases shall encumber the Park Area. Owner shall retain a reversionary interest in said Park Area. Should the City cease to use the Park Area for public park purposes, the Park Area shall revert to the Owner by operation of law. The instruments conveying the Park Area shall contain all restrictions. 15. Community Events. The Owner may sponsor or partner with organizations to hold temporary and special events within the SAP Area, including in and around the Public Open Space pursuant to the terms of this Agreement, the Regulating Plan and the applicable provisions of the City Code. All temporary uses or special events within the SAP Area, inclusive of the Park Area subsequent to conveyance to City, must obtain Owner approval and shall be scheduled and managed by the Owner. Following approval by the Owner, all applicable permits must be obtained from the City. Such events shall be held no more than twice per month, excluding the Little Haiti Green Market, which shall be permitted on Saturday subject to the restrictions in the SAP Regulating Plan. 16. Impact Fee Credit. The Parties agree that in consideration of the contribution of the Public Open Spaces and construction of related improvem to said spaces, as well as off -site transportation improvements, the City will grant the Owner the credit against the impact fees in connection with Redevelopment of the Property as follows: ThIs submittal needs to be scheduled fora pubkc hearing In accordance wTh timelines set forth in the City of Miami Cade. The applicable decision -making body will renew the information at the pubkc hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 a. Park Impact Fee. The City finds that the Public Open Spaces and related improvements provide more land, Open Space, enhancements, and landscape and hardscape features than necessary to accommodate the demand for park and recreation facilities generated by the residential component of the SAP. Accordingly, the City shall review the Owner's impact fee petition and shall grant the Owner credit in the amount of their ascertainable contribution against the Parks Impact Fee or other impact fees otherwise due pursuant to Chapter 13 of the City Code for the overall Redevelopment of the Property including any residential component of the SAP. b. Road Impact Fee. The City also finds that the Owner intends to provide certain off -site roadway improvements and traffic calming improvements in order to enhance areawide vehicular circulation and pedestrian safety above and beyond the Project's impact, as detailed in Exhibit D-1 . Upon approval from Miami -Dade County of credit in lieu of impact fees, the Owner shall design, permit and construct the following off -site improvements: i. A raised intersection at the intersection of NE 4 Court and NE 73 Street and at the intersection of NE 5 Avenue and NE 64 Street , NE 71 Street and NE 74 street; ii. A speed table at the following locations in Palm Grove Historic District: west of Biscayne Boulevard along NE 64 Street, NE 65 Street, NE 67 Street, NE 68 Street, NE 69 Street, NE 70 Street, NE 72 Street, NE 73 Street, NE 76 Street and NE 77 Street. ; iii. A traffic circle at NE 59 Street and NE 4 Court; iv. An enhanced rapid rectangular flashing beacon enhanced crosswalk on NE 4 Court on the north side o and, This submittal needs b be scheduled fora pubdc hearing In accordance with timelines set forth in the City of Miami Code. The applicable decision -making bodywlll renew the Information at the pubdc hearing to render a recommendation or a final decision. v. Re -alignment of NE 3 Avenue on the north and south side of Street. PZ-21-10809 08/20/21 17. Arts and Culture. The Owner shall accommodate the Little Haiti Green Market at least once a month, on a Saturday or Sunday, within the Public Open Space providing spaces for local vendors selling arts, crafts, plants, or food and beverages, and featuring musical performances and dance exhibitions. 18. Job Creation and Employment Opportunities. The Owner shall use diligent, good faith efforts to coordinate with the immediate community to achieve or to cause its general contractor(s) and subcontractors, (collectively, the "Contractors") to provide employment opportunities, to the immediate area, to the extent commercially feasible and subject to availability, qualifications and price: The Developer and its Contractors, as applicable, shall adhere to the following descending hierarchy with respect to hiring objectives and practices within the SAP Area.: 1. Residents of Little Haiti neighborhood in zip codes: 33137, 33138, 33150, and 33127. 2. Residents of the City of Miami. 2. The Owner agrees that the individuals will be employed based on the hierarchy established above. For purposes of clarity, the intent is to encourage the Owner and its Contractors to hire qualified persons from Little Haiti to work on the Project. 19. Local Contracting Commitment. The Owner and its Contractors, shall use diligent, good faith efforts in the retaining of subcontractors for the Project, to the extent commercially feasible and subject to availability qualifications and price, utilizing the same descending hierarchy of target areas: a. Businesses with an address located in the Little Haiti neighborhood in the following zip codes: 33137, 33138, 33150, and 33127. b. Residents of the City of Miami. This submittal needs to be scheduled fora public hearing In accordance wM1h timelines set forth in the City of Miami Code. The applica tie decision -malting bodywlll review the Information at the pubdc hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 20. Workforce Housing. The Owner shall include Workforce Housing units in e phase of the Property's development as those phases are described in Sheet A-9 of the Design Guidelines. a. Owner agrees to provide a minimum of 512 Workforce Housing Units in four (4) phases of development. One hundred twenty-eight (128) Workforce Housing units will be developed per phase. The units will be offered at one hundred percent (100%) Area Median Income (AMI), as published by the United States Department of Housing and Urban Development and certified by the Department of Community and Economic Development. b. Nothing in this Agreement shall limit Owner's ability to take advantage of any Workforce or Affordable Housing incentives currently provided by the City Code or Existing Zoning, or any such incentives that may be available in the future before the development occurs. Such incentives include but are not limited to the deferral of or exemption from any impact, development, or building permit fees, and reductions in off-street parking requirements. 21. Relocation Assistance. For at least six (6) months prior to the demolition of any residential building located on the Property, Owner will stop leasing existing rental units in order that vacated units will be reserved for and offered to residents of those buildings proposed to be demolished in connection with construction of Phase 1 of the SAP whose leases extend beyond the date of evacuation associated with the proposed demolition. a. Vacated rental units will be offered to said residents at the same terms of their existing rental agreement. b. Residents that opt to relocated to vacated units elsewhere on the Property, will be provided moving assistance in the form of a relocation stipend of $600 and right of first refusal as to new units. Assistance will also be provided in the movement of personal belongings from the existing unit to the temporary unit. Owner may commence to rent a vacated reserved unit to the general public, only if a resident in the proposed Design Place building to be demolished opts not to relocate to another Design Place. c. When construction of Phase 1 of the SAP is completed, residents This submittal needs b be scheduled fora pubkc hearing In accordance wall timelines set forth in the City of Miami Code. The appllca tie decision -making bodywlll renew the Information at the pubkc hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 from Design Place will be invited to relocate to Phase 1 of the SAP. Ow will allow residents who decide to relocate to Phase I of the SAP to lease a new unit in Phase 1 at their current rent at that time for no less than one year. Owner will provide assistance to those residents in moving their personal belongings from the temporary unit to their new rental unit within Phase 1. 22. Transportation and Traffic Improvements. a. Trolley Stops. The Owner will seek the necessary approvals to extend City of Miami trolley routes into the Property. If the extension of such routes are approved by the City, the Owner will, at its sole cost, construct the improvements necessary to provide up to two (2) trolley stops within the Property in substantial compliance with Sheet B-10 of the Design Guidelines. b. Adjacent Traffic Improvements Along NE 2 Avenue. The Owner will realign the existing two (2) offset signalized intersections at NE 51 Street and NE 2 Avenue which provide access to Design Place and the Miami Jewish Health Systems site into one (1) signalized intersection and will provide access to both developments. c. Traffic Improvements Along NE 54 Street. The Owner will construct right- of-way improvements along NE 54 Street in substantial compliance with Sheet B-6 of the Design Guidelines and the City's Traffic Sufficiency letter dated August 8, 2016, a copy of which is attached as Exhibit E. Such improvements shall include: i. Creation of a new median along NE 54 Street; ii. Pending the results of an 8-hour signal warrant analysis and authorization by the County, the signalization of the intersection of NE 54 Street and NE 3 Avenue, and the construction of a westbound left -turn lane and an eastbound right -turn lane; and iii. Installation of new crosswalks with differentiated surf to calm traffic speeds. As NE 54 Street is a Florida Transportation (FDOT) maintained roadway, improvements shall be subject to approval by Miami-D and FDOT. This submittal needs to be scheduled fora pubdc hearing In accordance with timelines set forth in the City of Miami Code. The apptle:1tle decision -making bodywlll renew the Information at the pane hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 iv. The Owner shall construct that portion of the Miami LOOP "Flagler Trail" FEC Greenway adjacent to the Property, which includes pedestrian and bicycle paths, as described on Sheet L-11 of the Design Guidelines. Said construction shall take place concurrently with construction of the abutting phase of the SAP. d. Miami Police Substation. The Owner agrees to provide between 1,500 and 2,000 square feet within the SAP for use as a City of Miami Police Substation ("Substation Space"). i. Term. The Owner shall provide the Substation Space for a term of up to thirty (30) years with a right of renewal thereafter by mutual agreement of the Parties. ii. Rent. The City shall pay the Owner an annual rent of $1.00 for up to thirty (30) years, with the rent to be determined by mutual agreement of the Parties thereafter. iii. Timing. The Substation Space shall be provided prior to obtaining a Certificate of Occupancy for the first structure located within the final SAP phase to be constructed. iv. Utilities and Ongoing Expenses. The City shall be responsible for the payment of all utilities (including but not limited to electricity, water and sewer services, telecommunication services, and gas) whether private or public, and operational expenses (including but not limited to maintenance costs) directly serving and attributable to the use of the Substation Space. The Owner shall install separate meters for electrical and water utilities for the Substation Space at the Owner's sole cost and expense. v. Nuisance. The lease for the Substation Space shall expressly prohibit the use of sirens by incoming and outgoing service vehicles in order to avoid disturbing residents or tenants of the Pro visitors and guests. 23. Environmental. The SAP is designed to make a significant contributi This submittal needs b be scheduled fora public hearing In accordance wall timelines set forth in the City of Miami Code. The applicable decision -making body will renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 City's tree resources by preserving existing mature tree resources and creating n Public Open Spaces where such resources can be showcased. In light of that contribution, the City and the Owner agree that the Owner will comply with the intent and requirements of Chapter 17 of the City Code by performing tree replacement as follows: a. Off -site Replacement Trees. Notwithstanding the requirements of Section 17-6(e) of the City Code, where tree replacement within the Property is not possible, the Owner may perform tree replacement on public property in the following order of priority (i) within the SAP Area's Public Open Space; (ii) within a one (1) mile radius of the Property; or (iii) within any City park subject to approval by the City. The Owner further agrees to work with local neighborhood associations to identify locations for, and coordinate the placement of, said replacement trees. The City further agrees to facilitate the permitting and planting of replacement trees on all publicly owned property with or abutting the Property, within a one -mile radius of the Property, or within City parks. The Owner agrees to water, trim, root, prune, brace or undertake any other necessary maintenance of the trees it plants, as may be required by the City's Resilience and Public Works Department, for the term of this Agreement. The Owner further agrees to warranty each off -site replacement trees for one (1) year after the date of installation. b. SAP Area Tree Installation, Maintenance and Guarantee. For all trees planted within the SAP Area, the Owner shall install any needed irrigation and corresponding water meters to support the trees' growth. The Owner shall water, trim, root, prune, brace, or undertake any other necessary maintenance as may be required for trees located within the SAP Area for the term of this Agreement. The Owner further agrees to warranty each tree planted in the SAP Area for one year after its planting. c. Tree Replacement Chart. The tree replacement chart below shall be used to determine whether the Owner has satisfied the tree replacement requirements set forth in Section 17-6(a) of the City Code. The chart below replaces and supersedes Chart 17.6.1.1 in the City Code. 1 Tree Replacement Chart 1 Total diameter of tree(s) to be removed (sum of inches at DBH) Total inches of repl.� required (12' minimu ..... 1 . r-. ThlssubmRtal n¢etls to be schetluk na�otlanwwM mebn sse Miami Cotle. The applicade tle<Isi reWew the Inbrmation at the pubs PZ-21-10 2" —3" 2" 9, 08i20/2 4„ —6„ 4„ FRfV1 i 7" —12" 8" 13" —18" 12" 19" —24" 16" 25" —30" 20" 31"-36" 24" 37" —42" 28" 43" —48" 32" 49" —60" 40" d. To determine whether the replacement requirements have been satisfied, calculated the total sum in in inches of the diameter of the trees removed. The size of the replacement trees diameter at breast height (DBH) must equal the total inches of replacement DBH set forth in the above chart. Diameter measurements shall be rounded up to the nearest inch. If the sum of the diameter of trees to be removed exceeds a total of 60 inches, the additional inches shall be added cumulatively from the top of the chart, down to the bottom of the chart to calculate the number of DBH for replacement trees. 24. Valet Parking. The Owner may establish a valet system to service the SAP Area generally. In accordance with Sections 35-305 and 35-306 of the City Code, as amended, the maximum allowed valet permits may be issued for the operation of a valet parking area on the same side of the block where the permit applicant is the operator of the uniform valet system. 25. Interim Parking. For the purposes of accommodating the phased Redevelopment of the Property, interim and temporary parking on unimproved and partially improved lots may be permitted in order to satisfy required off-street parking under Existing Zoning and the Regulating Plan. Notwithstanding the requirements of Section 62-543 and 62-544 of the Code, interim parking may be permitted in the SAP Area without having to comply with permanent parking requirements on the proposed interim parking lots. The Planning Director may approve the design of the interim parking lots prior to issuance of a building permit for improvements. E ,b for a public hearing forth in the City of n-malung bodywlll hearing to rentler. al decision. 09 26. Replatting, Street Closure, and Dedications. To the extent necess shall seek the vacation and closure of various rights -of -way located in and dedicated new rights -of -way to reflect the network described i Guidelines. For such vacations, closures, or new rights -of -way within the subsequent to its conveyance to the City, the Owner shall submit, and process, pay all costs associated with all necessary applications with the City as applicant. This submittal needs b be scheduled fora pubdc hearing In accordance with timelines set forth in the City of Miami Code. The applicable decision -making bodywlll renew the Information at the pubdc hearing to render a recommended on or a final decision. PZ-21-10809 08/20/21 27. Retail Specialty Center Designation. Pursuant to Chapter 4 of the City Code, the SAP is hereby designated as two (2) "Retail Specialty Centers." 28. Alcoholic Beverage Sales. Notwithstanding the requirements of Section 4-3.2 of the Code or anything to the contrary in Miami 21, the Planning, Zoning and Appeals Board, and/or City Commission approval shall not be required for Alcohol Service Establishments as principal uses, including bars, taverns, pubs and lounges, nightclubs, and supper clubs, to be located within the SAP. The number of Alcohol Service Establishments permitted within each Retail Specialty Center in the SAP shall not exceed five (5), exclusive of any bona fide, licenses restaurants where the sale of alcoholic beverages is incidental to and in conjunction with the principal sale of food (i.e., bona fide, licensed restaurants with a 2-COP, 2-COP SRX, 4-COP, 4-COP SRX, or equivalent license). Notwithstanding the requirements of Sections 4-7 and 4-10 of the City Code, restrictions relating to the maximum number and location of Alcoholic Service Establishments, including but not limited to, required distances from churches, residential districts, schools, and other alcoholic beverage establishments, whether within or outside the SAP, shall not apply to establishments within the SAP. 29. Phased Development. The Parties agree that Redevelopment of the Property may be completed by multiple parties in multiple phases over the life of the SAP. While the Owner anticipates that phased Redevelopment of the Property will follow the phasing described on Sheet A9 of the Design Guidelines, the City acknowledges that a variety of factors including but not limited to economic considerations and site conditions may require changes to the scope and sequence of each phase. Accordingly, the Owner may so modify the scope and sequence of each phase without prejudice or any additional approvals from the City. 30. Compliance with Fire/Safety Laws. The Owner shall at all times in the development and operation of the SAP comply with all applicable laws, ordinances, and regulations including life safety codes to insure the safety of all SAP and City residents and guests. Specifically, and without limitation, the Owner will install and construct all required fire safety equipment and water lines with flo contain all possible fire occurrences. 31. Local Development Permits. The SAP may require additional p approvals from the City, County, State or Federal government and any divisi thereof. Subject to required legal processes and approvals, the City shall to take all reasonable steps to cooperate with and facilitate all such approvals. Such approvals include, without limitation, the following approvals and permits and any successor or analogues approvals and permits: This submittal needs b be scheduled fora pubdc hearing In accordance with timelines set forth in the City of Miami Code. The appgca tie decision -making bodywlll renew the Information at the pubdc hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 a. Subdivision plat and/or waiver of plat approvals; and b. Covenant or Unity or Title acceptance; and c. Building and Public Works permits; and d. Certificates of use and/or occupancy; and e. Stormwater Permits; and f. Any other official action of the City, County, or any other government agency having the effect of permitting development of the Property. In the event that the City substantially modifies its land development regulations regarding site plan approval procedures, authority to approve any site plan for a project in the SAP Application Area shall be vested solely in the City Manager, with the recommendation of the Planning and Zoning Director. Any such site plan shall be approved if it meets the requirements and criteria of the Zoning, the Comprehensive Plan and the terms of this Agreement. 32. Compliance with Regulations Relative to Development Permits. The Parties agree that the failure of this Agreement to address a particular permit, condition, fee, term license or restriction in effect on the Effective Date shall not relieve the Owner of the necessity of complying with the regulation governing said permitting requirements, conditions, fees, terms, licenses, or restrictions. Pursuant to Section 163.3241, Florida Statutes (2020), if state or federal laws are enacted after the execution of this development agreement which are applicable to and preclude the parties' compliance with the terms of this development agreement, this Agreement shall be modified or revoked as is neces with the relevant state or federal laws. 33 Cooperation; Expedited Permitting and Time is of the Essence. This submittal needs b be scheduled fora pubdc hearing In accordance with timelines set forth in the City of Miami Code. The applicable decision -making bodywlll renew the Information at the pubdc hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 agree to cooperate with each other to the full extent practicable pursuant to terms and conditions of this Agreement. The Parties agree that time is of the essence in all aspects of their respective and mutual responsibilities pursuant to this Agreement. The City shall use its best efforts to expedite the permitting and approval process in an effort to assist the Owner in achieving its development and construction milestones. The City will accommodate requests from the Owner's general contractor(s) and subcontractors for review of phased or multiple permitting packages, such as those for excavation, site work and foundations, building shell, core, and interiors. In addition, the City will designate an individual within the City Manager's Office who will have a primary (though not exclusive) duty to serve as the City's point of contact and liaison with the Owner in order to facilitate expediting the processing and issuance of all permit and license applications and approvals across all of the various departments and offices of the City which have the authority or right to review and approve all applications for such permits and licenses. 34. Reservation of Development Rights. a. For the term of this Agreement, the City hereby agrees that it shall permit the Development of the Property in accordance with the Comprehensive Plan, the SAP Regulating Plan, Miami 21 where the SAP Regulating Plan and Design Guidelines are silent, and this Agreement, as of the Effective Date. The City's laws and policies adopted after the Effective Date may be applied to the Property only if the determinations required by s. 163.3233(2), Florida Statutes (2020) have been made following a public hearing or as otherwise provided herein. b. Nothing herein shall prohibit an increase in density or intensity of development permitted in the SAP Application Area in a manner consistent with (a) Miami 21 and the SAP, and/or the Comprehensive Plan, (b) any zoning change subsequently requested or initiated by the Developer in accordance with applicable provisions of law or (c) any zoning change subsequently enacted by the City. c. The expiration or termination of this Agreement shall not be considered a waiver of, or limitation upon, the rights, including, but not limited to, any claims of vested rights obtained or held by the Owner or its assigns to continue development of the Property in confor active development orders granted by the City. This submittal needs b be scheduled fora pubdc hearing In accord ante with timelines set forth in the City of Miami Code. The appLIcatle decision -making bodywlll renew the Information at the pubdc hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 35. Annual Review. This Agreement shall be reviewed annually on the anniversar the effective date of this agreement. The Applicant, Developer, or its assign, shall submit an annual report to the City Planning and Zoning Director for review at least 30-days prior to the annual review date. The report shall contain a section by section listing of what obligations have been met and the date finalized as good faith compliance with the terms of the agreement. The City Manager and Planning and Zoning Director shall review the annual report and accept it if found to be in compliance. The failure to submit the annual report shall not constitute a basis to find the Developer is not in compliance with the Development Agreement as provided in 163.3235, Florida Statutes, as amended. If the City finds, on the basis of substantial competent evidence that there has been a failure to comply with the terms of the agreement, the City shall provide the (Applicant) with a fifteen (15) day written notice and an opportunity the cure the non-compliance. The (Applicant) shall have 90-days after the expiration of the 15- day notice period to begin to address or cure the non-compliance, after which the Agreement may be revoked or modified by the City Commission following an advertised public hearing. The Developer's commitment to submit an annual report shall conclude upon the date on which the agreement is terminated. 36. Notice. All notices, demands, and requests which may or are required to be given hereunder shall, except as otherwise expressly provided, be in writing and delivered by personal service or sent by United States Registered or Certified Mail, return receipt requested, postage prepaid, or by overnight express delivery, such as Federal Express, to the Parties at the addresses listed below. Any notice given pursuant to this Agreement shall be deemed given when received. Any actions required to be taken hereunder which fall on Saturday, Sunday, or United States legal holidays shall be deemed to be performed timely when taken on the succeeding day thereafter which shall not be a Saturday, Sunday, or legal holiday. To the City: City Manager, City of Miami 3500 Pan American Drive Miami, Florida 33133 With a copy to: City Attorney, City of Miami Miami Riverside Center To the Owner: With a copy to: 444 S.W. 2nd Ave., 9th Floor Miami, Florida 33130 SPV Realty, LC ATTN: Kevin Fabricant 12000 Biscayne, Suite 609 North Miami, FL 33181 This submittal needs to be scheduled fora public hewing In accordance wM1h timelines set forth in the City of Miami Code. The applica tie decision -malting bodywlll review the Information at the public hearing to render a recommendation or a final decision. Bercow Radell Fernandez Larkin & Tapanes, PLLC ATTN: Ben Fernandez, Esq. 200 South Biscayne Boulevard, Suite 300 Miami, Florida 33131 PZ-21-10809 08/20/21 Any Party to this Agreement may change its notification address(es) by providing written notification to the remaining parties pursuant to the terms and conditions of this section. 37. Multiple Ownership. In the event of multiple ownership subsequent to the approval of the Application, each of the subsequent owners, mortgagees and other successors in interest in and to the Property (or any portion thereof, including condominium unit owners) shall be bound by the terms and provisions of this Agreement as covenants that run with the Property. 38. Common Area Maintenance. The Owner shall create, prior to the conveyance of any portion of the Property (less than the entire Property), an association or other entity that shall provide for the maintenance of all common areas, private roadways, cross -easements and other amenities common to the Property. This Agreement shall not preclude other owner(s) of portions of the Property from maintaining their own buildings or common areas not common to the Property outside the control of said association. The instrument creating the association or other entity shall be subject to the reasonable approval of the City Attorney. 39. Modification. This Agreement may be modified, amended, or released as to any portion of the Property by a written instrument executed by the then -owners of the Property, including joinders of all mortgagees, if any, provided the same is also approved by the City, after public hearing. In the event there is a recorded homeowners or condominium association covering any portion of the Property, said association may (in lieu of the signature consent of the individual member or owners), on behalf of its members and in accordance with its articles of incorporation and bylaws, consent to any proposed modification, amendment, or release by a written instrument executed by the homeowners or association. Any consent made pursuant to a vote of the ho condominium association shall be evidence by a written resolu homeowners or condominium association and a certification execute secretary of the homeowners or condominium association's board of dire affirming that the vote complied with the articles of incorporation and the bylaws of the association. This submittal needs b be scheduled fora pubdc hearing In accordance with timelines set forth in the City of Miami Code. The applicable decision -ma Xing body renew the Information at the pubdc hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 40. Enforcement. The City and the Owner, its successors or assigns, shall have the right to enforce the provisions of this Agreement. Enforcement shall be by action at law or in equity against any parties or persons violating or attempting to violate any covenants, either to restrain violation or to recover damages or both. 41. Venue, Choice of Law, Specific Performance. It is mutually understood and agreed by the Parties hereto, that this Agreement shall be governed by the laws of the State of Florida, and any applicable federal law, both as to interpretation and performance, and that any action at law, suit in equity or judicial proceedings for the enforcement of this Agreement or any provision hereof shall be instituted only in the courts of the State of Florida or federal courts and venue for any such actions shall exclusively in a court of competent jurisdiction in the County. In addition to any other legal rights, the Parties shall each have the right to specific performance of this Agreement in court. Each Party shall bear its own attorney's fees. Each Party waives any defense, whether asserted by motion or pleading, that the aforementioned courts are an improper or inconvenient venue. Moreover, the Parties consent to the personal jurisdiction of the aforementioned courts and irrevocably waive any objections to said jurisdiction. The Parties irrevocably waive any rights to a jury trial. 42. Voluntary Compliance. The Parties hereby agree that in the event all or any Party of this Agreement is struck down by judicial proceedings or preempted by legislative action, the Parties shall continue to honor the terms and conditions of this Agreement to the extent allowed by law. 43. Severability. Invalidation of any of the sections, terms, conditions, provisions, or covenants, of this Agreement by judgment of court in any action initiated by a third party, in no way shall affect any of the other provisions of this Agreement, which shall remain in full force and effect. 44. Default. a. The Owner shall be in default under this Agreement if any o events occur and continue beyond the applicable grace peri fails to perform or breaches any term, covenant, or condi Agreement which is not cured within thirty (30) days after receipt This submittal needs to be scheduled fora pubic hearing In accordance wM1h timelines set forth in the City of Miami Code. The applicable decision -malting bodywlll renew the Information at the pubdc hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 notice from the City specifying the nature of such breach; provi however, that if such breach cannot reasonably be cured within thirty (30) days, then the Owner shall not be in default if it commences to cure such breach within said thirty (30) day period and diligently prosecutes such cure to completion. b. The City shall be in default under this Agreement if the City fails to perform or breaches any term, covenant, or condition of this Agreement and such failure is not cured within thirty (30) days after receipt of written notice from the Owner specifying the nature of such breach; provided, however, that if such breach cannot reasonably be cured within thirty (30) days, the City shall not be in default if it commences to cure such breach within said thirty (30) day period and diligently prosecutes such cure to completion. c. It shall not be a default under this Agreement if either party is declared bankrupt by a court of competent jurisdiction. All rights and obligations in this Agreement shall survive such bankruptcy of either party. The Parties hereby forfeit any right to terminate this Agreement upon the bankruptcy of the other party. 45. Remedies. b a. Neither Party may terminate this Agreement upon the default of the other Party unless specifically stated in this Agreement, but shall have all of the remedies enumerated herein. b. Upon the occurrence of a default by a Party to this Agreement not cured within the applicable grace period, the Parties agree that any Party may seek specific performance of this Agreement and that seeking specific performance shall not waive any right of such Party to also seek monetary damages, injunctive relief or any other relief other than termination of this Agreement. 46. Obligations Surviving Termination. Notwithstanding and prevailing over any contrary term or provision contained herein, in the event of any lawful termination of this Agreement, the following obligations shall survive such termination and continue in full force and effect until the expiration of a one (1) year the earlier of the effective date of such termination or the expiratio (i) the exclusive venue and choice of law provisions contained herein; any party arising during or attributable to the period prior to expiration This submittal needs to be scheduled fora pubkc hearing in accordance wM timelines set forth in the City of Miami Code. The applicable decision -making bodywlll renew the information at the pubec hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 termination of this Agreement, and (iii) any other term or provision herein w expressly indicate either that it survives the termination or expiration here of or is or may be applicable or effective beyond the expiration or permitted early termination hereof. 47. No Oral Change or Termination. This Agreement and the exhibits and appendices appended hereto and incorporated herein by reference, if any, constitute the entire Agreement between the Parties with respect to the subject matter hereof. This Agreement supersedes any prior agreements or understandings between the Parties with respect to the subject matter hereof, and no change, modification, or discharge hereof in whole or in part shall be effective unless such change, modification or discharge is in writing and signed by the party against whom enforcement of the change, modification or discharge is sought. This Agreement cannot be changed or terminated orally. 48. Lack of Agency Relationship. Nothing contained herein shall be construed as establishing an agency relationship between the City and the Developer and neither Developer nor its employees, agents, contractors, subsidiaries, divisions, affiliates or guests shall be deemed agents, instrumentalities, employees, or contractors of the City for any purpose hereunder, and the City, its officials, contractors, agents, and employees shall not be deemed contractors, agents, or employees of the Developer or its subsidiaries, divisions or affiliates. 49. Successors, Assigns, and Designees. The covenants and obligations set forth in this Agreement shall extend to the Parties and their successor(s) and/or assigns. Nothing contained herein shall be deemed to be a dedication, conveyance or grant to the public in general nor to any persons or entities except as expressly set forth herein. 50. Third Party Defense. The Parties shall each, at their own cost and expense, vigorously defend any claims, suits or demands brought against them by third parties challenging the Agreement or the SAP, or objecting to any aspect thereof, including, without limitation, (i) a consistency challenge pursuant to Section 163.3215, Florida Statutes (2014), (ii) a petition for writ of certiorari, (iii) an action for declaratory judgment, or (iv) any claims for loss, damage, liability, or expense (including reasonable attorneys' fees). The Parties shall promptly give the other written notice of any such action, including those that are pending and all responses, filings, and pleadings with respect thereto. 51. No Third -Party Beneficiary. No persons or entities other than the Deve the City, permitted successors and assigns, shall have any rights whatsoever un this Agreement. This submittal needs to be scheduled fora pubkc hearing In accordance wM1h 5melines set forth in the City of Miami Code. The applicable decision -making bodywlll renew the information at the pubkc hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 52. Recording. This Agreement shall be recorded in the Public Records of Miami - Dade County, Florida at the Owner's expense and shall inure to the benefit of the Owner. A copy of the recorded Development Agreement shall be provided to the City Clerk and City Attorney within two (2) weeks of recording. 53. Representations Regarding Authorization to Execute. Each Party represents to the other that this Agreement has been duly authorized, delivered, and executed by such Party and constitutes the legal, valid, and binding obligation of such party, enforceable in accordance with its terms. 54. No Exclusive Remedies. No remedy or election given by any provision in the Agreement shall be deemed exclusive unless expressly so indicated. Wherever possible, the remedies granted hereunder upon a default of the other party shall be cumulative and in addition to all other remedies of law or equity arising from such event of default, except where otherwise expressly provided. 55. No Conflict of Interest. The Owner agrees to comply with Section 2-612 of the City Code as of the Effective Date, with respect to conflicts of interest. 56. Counterparts. This Agreement may be executed in two (2) or more counterparts, each of which shall constitute an original but all of which, when taken together, shall constitute one and the same agreement. NOW WHEREFORE, the Parties have caused this Agreement to be duly executed. IN WITNESS WHEREOF, these presents have been executed this day of , 2021. List of Exhibits A Legal Description B City of Miami's Future Land Use Map and Zoning Map C SAP Regulating Plan and Design Guidelines D Public and Community Benefit Capital Contributions D-1 Palm Grove Traffic Calming Improvements E City's Traffic Sufficiency letter dated August 8, 2016 This submittal needs to be scheduled fora public hewing In accordance wM1h timelines set forth in the City of Miami Code. The applica tie decision -malting bodywlll review the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 Exhibit A: Legal Description All of blocks 1, 2 and 4 of Sabal Palm Court, according to the plat thereof as Plat Book 46, at Page 66 of the Public Records of Miami -Dade County, Florida This submittal needs to be scheduled fora public hewing In accordance wM1h timelines set forth in the City of Miami Code. The applica tie decision -malting bodywlll review the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 Commonly known as 5035 NE 2 Avenue, 5125 NE 2 Court and 5175 NE 2 Avenue, all in Miami, Florida; And identified for tax purposes by folio numbers 01-3219-013-0040, 01-3219-013-0010, and 01-3219-013-0020. Exhibit B: City of Miami's Future Land Use Map and Zoning B4,7,.m , 713TULV CB 1:13117-1,,,i_V Is ,..-• ., , riA TH. ST ., r NE 51TH ST 53RIED ST - P. .17T NE..:52NE...TER 71 'OW zDIw mo n City's Future Land Use Map Excerpt No, ocrozai' -g; 9 • Ii.i! rnen1U7 N --Lr--,,,114'.$ L.n TO leCatal A --=i, J .. _. -J:4 ...:. I., 9g12 LE,-1..i..._ ayoev fl rf- ),1. '-'40 kif. T6-El. A . incm 1r744- IT UNNAME . , ci pc,./t1p4E 5iST. E 50TH TEE , 4 NE 3CTII.S1 malivsun ist' 144 City's Zoning Map Excerpt 7_12E71.1..1Z--GA NOTICE This submittal needs to te scheduled for a pane hearing in accordance verth t mellnes set forth in the City of Miami Code. The applies tie decision -ma lung bedy•MIL review the Information al the pane hearing lo render a recommendation or a final decision PZ-2 1 -1 0809 08/20/21 Exhibit C: SAP Regulating Plan and Design Guidelines [Under Separate Cover] This submittal needs to be scheduled fora pubdc hewing In accordance wM1h timelines set forth in the City of Miami Code. The applica de decision -malting bodywlll review the Information at the pubdc hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 4 PURL/ G 0 4- Q Exhibit D Public and Community Benefit Contributions NOTICE This submittal needs to be scheduled fora puboc hearing In accordance whh timelines set forth in the City of Miami Code. The appll®de decision -malting body NOR rodew the information at the pubdc hearing to render a recommended on or a final decla on. Owner agrees to invest Ten Million dollars ($10,000,000) (the "Capital Contribution outlined below, (Exhibit D) to this Development Agreement and subject to the terms of Section 13 of the Development Agreement. The Capital Contribution shall be made to the individual community organizations identified in the line items below. PZ-21-10809 08/20/21 4 v14/ A...✓! Ew CO ' 1. Co -working Space and Business Incubator — Owner commits to $2.5 million to fund a co -working site and technology improvements either on -site at Sabal Palms Village and/or an alternative site as determined with the Miami -Dade Chamber of Commerce and the Haitian American Chamber of Commerce. The co -working space will include a business incubator program. The first partial payment of $1,000,000 shall be prior to the City's issuance of a vertical building permit for Phase 1 of the Project. The second payment of $1,000,000 shall be paid prior to the City's issuance of the first vertical construction permit for Phase 3 of the Project. The third and final payment of $500,000 shall be paid prior to the City's issuance of the first vertical construction permit for Phase 4 of the Project. 2. Residential and Business Beautification and Renovation Grants — The Owner commits to a total funding commitment of $1.5 million ($750,000 for Residential Grants and $750,000 for Business Grants) for weatherization, painting, roofing, code violation, building recertification, storefront beautification, or electrical and plumbing upgrades and repairs. The Residential Grant program shall be administered by for single family homes located in zip codes . The Business Grant program shall be administered by Lkay Ma'Man, Inc for businesses located within zip codes . The first $750,000 payment shall be paid with $375,000 to each organization within 10 days following the issuance of the first vertical construction permit for Phase 1. The balance of $750,000 shall be contributed with $375,000 to each organization prior to the issuance of the first vertical construction permit for Phase 3 of the Project. 3. Education — Owner commits to $800,000 for College and Vocational Training Scholarships to be administered by the Miami -Dade Chamber of Commerce and the SantLa. $400,000 of said scholarship monies shall be allocated for non -creole speaking students residing within zip codes and administered by the Miami -Dade Chamber of Commerce and $400,000 of said scholarship monies shall be allocated to SantLa for creole speaking students within zip codes of The scholarship annual amount, per student amount, and scholarship criteria will be determined by the Miami -Dade Chamber and SantLa, respective funds shall be paid prior to the issuance of the first Certificate of Phase 1, and 50% shall be paid upon the issuance of a final Certificate o for Phase 2. No more than 20% said monies allocated to each organization shall be used to administer the program. This submittal needs to Ix scheduled for a public hearing In accordance whh timeline set forth in the City of Miami Code. The applicsGa decision -malting body will resiew the information at the public hearing to render a recommendation or a final decld on. PZ-21-10809 08/20/21 4. Little Haiti Arts Program — Owner commits to $400,000 to support community arts and theatre programming at the Little Haiti Cultural Center. $100,000 shall be contributed within 10 days following the expiration of all appeal periods relative to the City Commission's approval, and signature of by Owner and the City, of the proposed Comprehensive Plan, SAP and Development Agreement. The balance of $300,000 shall be paid in ten equal annual payments of $30,000 thereafter to be used for arts and theatre capital improvements or programming, with the first annual payment taking place prior to the City's issuance of the first Certificate of Occupancy for Phase 1. 5. Little Haiti Soccer Program (Little Haiti FC)— Owner agrees to a total of $500,000 to support Little Haiti FC, consisting of an up -front payment $100,000 being made within 10 days following the expiration of all appeal periods relative to the City Commission's approval, and signature of by Owner and the City, of the proposed Comprehensive Plan, SAP and Development Agreement, with such payment to be used to purchase a van, uniforms, and equipment and for operating expenses for the program, The balance of $400,000 shall be paid in ten equal annual support payments of $40,000 for coaching, uniforms, insurance, equipment and travel expenses, with the first annual payment taking place prior to the City's issuance of the first Certificate of Occupancy for Phase 1. 6. Community Support Services — Owner shall contribute $1,000,000 to support the deliver of social services in the Haitian American community within zip codes . Said Funds shall be administered by Sant La and shall be used to provide naturalization assistance, educational attainment and advocacy, language literacy, financial literacy, tax preparation, parenting support, and tax preparation. $100,000 shall be contributed at the time of the first vertical building permit is issued for Phase 1 of the Project and $100,000 each year thereafter for 9 years. 7. Healthcare — Owner agrees to a one-time grant amount to the Providence Community Health Center of a total of $250,000. Said contribution shall be made prior to the issuance of the first vertical construction permit for Phase 3. 4 PURL/ G 0 4- Q 8. Citizens Patrol — Owner commits to $100,000 in a one-time paym the purchase of vehicles (or electric golf carts), uniforms, radios, equi Little Haiti Citizens Patrol. Said payment shall be made prior to the iss first vertical construction payment for Phase 1. NOTICE This submittal needs to be'scheduled fora public hearing in accordance ATM timelines set forth in the City of Miami Code. The appllra He decision -malting body NOR renewthe Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 08/20/21 sN A'`�R��1 SEW cO�Qv 9. Post -project business and Workforce development — Owner shall contribute $2,000,000 towards Post -project business and workforce development. $1,000,000 of said funds shall be contributed to the Miami -Dade Chamber of Commerce to establish and administer a small business revolving loan fund to provide working capital for local small businesses in zip codes . $500,000 of said funds shall be contributed to the Black Prosperity Alliance to establish and administer an on- going workforce training program to serve residents within zip codes $200,000 of said funds shall be contributed to Our Miami Promise, Inc to establish a program to train high school students in zip codes to apply for College Pell Grants and establish a college tuition completion grant program for students residing in zip codes and receiving public or private college scholarship grants and in need of additional funding to complete a 2-year or 4-year degree at a College located in Miami -Dade County. $300,000 shall be contributed to Lkay Maman to provide business support services for local businesses within zip codes . $500,000 shall be contributed to the Miami -Dade Chamber, $250,000 to the Black Prosperity Alliance, $100,000 to Our Promise, and $150,000 to LKay Maman prior to the issuance of the first Certificate of Occupancy of Phase 2. $500,000 shall be contributed to the Miami -Dade Chamber, $250,000 to the Black Prosperity Alliance, and $100,000 to Our Promise and $150,000 to Lkay Maman prior to the issuance of the first Certificate of Occupancy for Phase 4. 10. Palm Grove Neighborhood Association — Owner shall contribute $750,000 to address neighborhood concerns related to beautification, public safety, on -street and off-street parking improvements, and activation of idle land. Said funds shall be contributed as follows: $375,000 at the time of issuance of the first civil site work permit for Phase 1, $375,000 at the time of issuance of the first vertical construction permit for Phase 2. 11. Little Haiti Feeding Program — Owner shall contribute $300,000 to the Little Haiti Feeding Program administered by Curley's House of Style, a not -for -profit company, to feed Seniors in the Little Haiti Community. Said contribution shall take place with a contribution of $60,000 upon the issuance of the first vertical building permit for Phase 1 and $60,000 each year thereafter for 4 years. The feeding program will feed seniors residing in the following Little Haiti Senior Buildings: 4 PURL/ St. Mary Towers 7615 NW 2nd Ave. Miami, FL 33172 Poinciana Grove 5601 NW 2nd Ave. Miami, FL 33127 Village Carver Phase 1 495 NW 74th St. Miami, FL 33150 Gwen Cherry 22 - PHCD 7101 NE Miami Ct. Miami, FL 33138 G 0 4- Q. Leonard Batz Senior Cent 150 NE 69th St. Miami, FL 33138 Villa Patricia Apartments 7855 NE 2nd Ave. Miami, FL 33138 Bulski Stanley 80 NW 59th St. Miami, FL 33127 Barcelona Condo 60 NW 76th St. Miami, FL 33150 NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca decision -malting body NOR redew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 08/20/21 sN Ew cO°Qv Kimley>>>Horn 021 EXHIBIT D-1 Enhanced Crosswalk Raised Intersection Raised Intersection Raised Intersection Speed Table Raised Intersection Speed Table Roundabout EXHIBIT D-1 Speed Table ohn Speed Table Speed Table ENE 73'd Street .,,,, NE 72nd Street 2 it >i. o .• .,gym «a:.7-�-- . t A!" 0 NE 71st Stre c i'_' ' t y i.-fir►p, 4-4 z NE 70th Street NE 69th Street J NE 68th Street .. NE 66th i ti re -., rig t JV NE 65th Street NE 64th Street Speed Table Speed Table Speed Table Speed Table Comprehensive Neighborhood Traffic Calming Plan PURL, NOTICE Thle submittal needs b be scheduled lera public hearing In accord once whh timelines set forth In the City of Miami! Cade. The epplicelie decision -making body will renewfhe Infonnaton at the pubYe nearing to render a recommendation or a'anal decla on. PZ-21-10809 08/20/21 Location Map Sabel Palm Village Doral, Florida % HNTB Corporation Engineers Architects Planners Date 8/8/2016 EXHIBIT E 8700 West Hagler Street Suite 402 Miami, Florida 33174 Ms. Irene S. Soria, P.E. Project Manager City of Miami - Capital Improvements & Transportation Program 444 SW 2nd Avenue, 81h Floor, Miami, FL 33130 Re: Eastside Ridge Traffic Impact Study - Sufficiency Letter Dear Ms. Soria: Tefepho Facsimil www.h This submittal needs to be scheduled fora pubic hearing in accordance wkh timelines set forth in the City of Miami Code. The applicable decision -making botlywtIL review the Information at the public hearing to render a recommendation or a final teciu on. PZ-21-10809 08/20/21 The consultant has provided valid responses and/or addressed our comments submitted in June 20th, 2016. The revised traffic impact study report shows that the roadway segments and intersections near the proposed development are anticipated to operate within the LOS standards established in the City of Miami Comprehensive Plan with the exception of the two-way stop -controlled intersection at NE 54th Street and NE 3rd Avenue. The consultant proposes to signalize the intersection at NE 54th Street and NE 3rd Avenue and construct a westbound left -turn lane and an eastbound right -turn lane pending the results of an 8-hour signal warrant analysis that is planned to be completed in the near future. Please note that the applicant has proposed to undertake Transportation Control Measures (TCMs) to reduce the impact of project traffic on the surrounding roadways and intersections and should be held responsible for implementing the following measures: implementation of bicycle lanes, and short-term and long-term bicycle parking. We recommend that the proposed TCMs become part of the final development order for this project. The consultant has also proposed to coordinate with the Tri-Rail coastal Link train station. We would like to proceed issuing this sufficiency letter with the understanding that the consultant will complete and discuss the results of the signal warrant analysis with the City and implement the proposed TCMs. Sincerely, HNTB CORPORATION Jz 6tk- )4^-,‘ Carlos A. Alba, PE, PTOE Project Manager PURL/ 4 0 4- Q EXHIBIT A LEGAL DESCRIPTION Vv NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance 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 recommendation or a final decla on. All of blocks 1, 2 and 4 of Sabal Palm Court, according to the plat thereof as recorded in Plat Book 46, at Page 66 of the Public Records of Miami -Dade County, Florida Commonly known as 5035 NE 2 Avenue, 5125 NE 2 Court and 5175 NE 2 Avenue, all in Miami, Florida; And identified for tax purposes by folio numbers 01-3219-013-0040, 01-3219-013-0010, and 01-3219-013-0020. PZ-21-10809 08/20/21 !EW COV EXHIBITA EXHIBIT "A" LEGAL DESCRIPTION: PARCEL "A" This submittal needs to be scheduled fora puboc hearing In accortlance whh tlmallnes 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 decla on. PZ-21-10809 08/20/21 A PORTION OF BLOCKS 2 AND 4 OF SABAL PALM COURT, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 46 AT PAGE 66 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, AND A PORTION OF NE 3rd AVENUE LYING BETWEEN SAID BLOCKS 2 AND 4; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE MOST NORTHERLY NORTHWEST CORNER OF SAID BLOCK 2, THE SAME BEING THE NORTHEAST CORNER OF BLOCK 3 OF THE SAID PLAT OF SABAL PALM COURT; THENCE RUN EAST (NORTH 90°00'00" EAST), ALONG A LINE WHICH LIES 35 FEET SOUTH OF AND PARALLEL TO THE NORTH LINE OF SECTION 19 TOWNSHIP 53 SOUTH RANGE 42 EAST, THE SAME BEING ALONG THE NORTH LINE OF SAID BLOCK 2, THE EASTERLY PROLONGATION OF THE NORTH LINE OF SAID BLOCK 2 ACROSS NE 3rd AVENUE AND THE NORTH LINE OF SAID BLOCK 4, FOR A DISTANCE OF 1085.00 FEET TO A POINT, THE SAME BEING THE NORTHEAST CORNER OF BLOCK 4; THENCE RUN SOUTH 00°25'00" EAST, ALONG THE EAST LINE OF BLOCK 4 FOR A DISTANCE OF 100.00 FEET TO A POINT; THENCE RUN WEST (NORTH 90°00'00" WEST) ALONG A LINE PARALLEL WITH THE NORTH LINE OF SAID SECTION 19, FORA DISTANCE OF 1085.00 FEET TO A POINT OF INTERSECTION WITH THE WESTERLY LINE OF SAID BLOCK 2, A LINE COMMON WITH THE EAST LINE OF BLOCK 3 OF THE SAID PLAT OF SABAL PALM COURT; THENCE RUN NORTH 00°25'00" WEST, ALONG THE LAST DESCRIBED LINE, FOR A DISTANCE OF 100.00 FEET TO THE POINT OF BEGINNING. Page 1 of 3 ER BROWNELL & ASSOCIATES, INC. SK. # SM-4101 4 PURL/ . Vv GENERAL NOTES: NOTICE This submittal needs to be scheduled fora puboc hearing In acoordxnce whh timelines 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. PZ-21-10809 08/20/21 sN This Description and Sketch to Accompany Legal Description does not represent a field boundary survey. Bearings are based on an assumed meridian, where the North line of Block 2 of the said plat of SABAL PALM COURT, bears East (North 90°00'00" East). All distances as shown are based on the US Survey foot. No title search has been conducted by nor was a title report provided to the surveyor. There may be easements, rights of way and/or other encumbrances affecting the easement area not disclosed hereon that a title report would evidence. SURVEYOR'S CERTIFICATION: This is to certify that this Legal Description and the Accompanying Sketch was prepared under my direction and that in my professional opinion is true and correct. I further certify that this SKETCH TO ACCOMPANY LEGAL DESCRIPTION meets the intent of the applicable provisions of the Standards of Practice, adopted by the Board of Professional Surveyors and Mappers, pursuant to Chapter 472.027 Florida Statutes, as set forth in Chapter 5J-17, Florida Administrative Code. DATED: 08/12/2021 E.R. BROWNELL & ASSOCIATES, INC., LB 761 Digitally signed by Thomas Brownell Date: 2021.08.12 '21:02:37 -04'00 No. 2891 * STATE OF THIS SKETCH AND DESCRIPTION, CONSISTING OF 3 PAGES, SHALL NOT BE CONSIDERED FULL, VALID AND COMPLETE UNLESS ATTACHED TO THE OTHERS AND HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THOMAS BROWNELL, PROFESSIONAL LAND SURVEYOR # 2891, STATE OF FLORIDA USING A DIGITAL SIGNATURE AND DATE, ON SHEET 2 OF 3, PURSUANT TO CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, UNDER SECTION 5J-17.062. THE "DIGITAL DATE" MAY NOT REFLECT THE DATE OF SURVEY OR THE LATEST REVISION DATE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. Page 2of3 ER BROWNELL & ASSOCIATES, INC. SK. # SM-4101 4 PURL/ 0 2 BLOCK 3 BLOCK 2 PB 46 PG 66 SKETCH TO ACCOMPANY LEGAL PROPOSED SABAL PALM VILLAGE SAP T5-O ZONING North Line of Section 19 Township 53 S Range 42 E\ POC (Northly NW Corner of Block 2 / NE Corner of Block 3 �„..---N00° 25' 00"W 100.00' N90° i00' 00" c1085.00' Q :cc);0 S�90° p0' 00"W 1085.00' 1 . West line of Block 2 BLOCK 2 PB 46 PG 66 SURVEYOR'S MOTES: R = Radius A = Delta II L = Arc Length/ Central Angle POC = Point Of1Commencement POB = Point Of Beginning PR = Plat Rnn PG = Page PT = Point Of Tangency PC = Point Of Curvature (P) = Plat NT = Not Tangent (CB) = Cord Bearing R/W = Right of Way This is sketch does not represent a field Boundary Survey BLOCK 2 PB 46 PG 66 NE 53rd STREET (50'RPN()) G 0 4- Q Vnts NOTICE This submittal needs to be scheduled fora puboc hearing In accordance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rolew the information at the pubec hearing to render a recommended on or a final decla on. Northeast corner Block 4 SOO° 25' 0p"E 100.00' GROSS AREA = 64359.99 SQ FT/ 1.48 ACRES NET AREA = 617 93 SQ FT / 1.42 ACRES GROSS AREA = 44131. 6 SQ F\T/ 1.01 ACRES NET AREA = 41498.07 SQ FT / 0.95 ACRES / 1 BLOCK 1 PB 46 PG 66 BLOCK 4 PB 46 PG 66 NOTE: GROSS AREA TAKEN TO THE CENTERLINE OF PROPOSED RIGHT OF WAY NET AREA TAKEN TO THE PROPOSED LOT LINES LEGEND: PROPOSED LOT LINES = EXISTING PLAT = A PORTION OF BLOCK 2, 4 AND RIGHT OF WAY SABAL PALM COURT PB 46 PG 66 (PARCEL A) E.R. BROWNELL & ASSOC., INC. CONSULTING ENGINEERS LAND SURVEYORS 4957 Southwest 74th Court Miami, Florida, 33155 305.860.3866 Draw By: SMB Date: 08/12/21 Page: 3 of 3 Job #: 57894-C Scale: 1" = 200' Sketch No.: SM-4101 FIrE,ERoau,89C (SZETON OID LEGAL AIDING SZE-FOND LEGALISTS. SZETON AND LEGAL PARCELS AEG ZONING AND LAND USE 8-12-21 REVISED DWG PZ-21-10809 08/20/21 sN IEW CO0Q\. 4 P U EXHIBIT "A" LEGAL DESCRIPTION: Parcel "B" NOTICE This submittal needs to be scheduled fora puboc hearing In accortlance whh tlmallnes 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 decla on. PZ-21-10809 08/20/21 VIEW A PORTION OF BLOCKS 2 AND 4 OF SABAL PALM COURT, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 46 AT PAGE 66 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, AND A PORTION OF NE 3RD AVENUE AND A PORTION OF NE 53RD STREET LYING BETWEEN AND SOUTH OF SAID BLOCKS 2 AND 4 AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE MOST NORTHERLY NORTHWEST CORNER OF SAID BLOCK 2, THE SAME BEING THE NORTHEAST CORNER OF BLOCK 3 OF THE SAID PLAT OF SABAL PALM COURT; THENCE RUN SOUTH 00°25'00" EAST, ALONG THE WEST LINE OF SAID BLOCK 2, FOR A DISTANCE OF 100.00 FEET TO THE POINT OF BEGINING; THENCE RUN EAST (NORTH 90°00'00" EAST) , ALONG A LINE WHICH LIES 135 FEET SOUTH OF AND PARALLEL WITH THE NORTH LINE OF SECTION 19 TOWNSHIP 53 SOUTH RANGE 42 EAST OVER AND SAID BLOCK 2 AND 4 ACROSS NE 3rd AVENUE FORA DISTANCE OF 1085.00 FEET TO A POINT OF INTERSECTION WITH THE EAST LINE OF SAID BLOCK 4; THENCE RUN SOUTH 00°25'00" EAST, ALONG THE EAST LINE OF BLOCK 4 FOR A DISTANCE OF 48.31 FEET TO A POINT; THENCE RUN SOUTH 13°32'45" WEST, ALONG THE EASTERLY LINE OF BLOCK 4 FOR A DISTANCE OF 790.12 FEET TO A POINT; THENCE RUN NORTH 84°21'43" WEST FOR A DISTANCE OF 192.70 FEET TO A POINT; THENCE RUN NORTH 14°40'44" EAST FORA DISTANCE OF 647.65 FEET TO A POINT; THENCE RUN WEST (NORTH 90°00'00" WEST) ALONG A LINE PARALLEL WITH THE NORTH LINE OF SAID SECTION 19FOR A DISTANCE OF 871.39 FEET TO A POINT OF INTERSECTION WITH THE WESTERLY LINE OF SAID BLOCK 2, A LINE COMMON WITH THE EAST LINE OF BLOCK 3 OF THE SAID PLAT OF SABAL PALM COURT; THENCE RUN NORTH 00°25'00" WEST, ALONG THE LAST DESCRIBED LINE, FOR A DISTANCE OF 171.00 FEET TO THE POINT OF BEGINNING. Page 1 of 3 ER BROWNELL & ASSOCIATES, INC. SK. # SM-4102 4 PURL/ GENERAL NOTES: NOTICE This submittal needs to be scheduled fora puboc hearing In acoordxnce whh timelines 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. PZ-21-10809 08/20/21 sN This Description and Sketch to Accompany Legal Description does not represent a field boundary survey. Bearings are based on an assumed meridian, where the West line of Block 2 of the said plat of SABAL PALM COURT, bears South 00°25'00" East. All distances as shown are based on the US Survey foot. No title search has been conducted by nor was a title report provided to the surveyor. There may be easements, rights of way and/or other encumbrances affecting the easement area not disclosed hereon that a title report would evidence. SURVEYOR'S CERTIFICATION: This is to certify that this Legal Description and the Accompanying Sketch was prepared under my direction and that in my professional opinion is true and correct. I further certify that this SKETCH TO ACCOMPANY LEGAL DESCRIPTION meets the intent of the applicable provisions of the Standards of Practice, adopted by the Board of Professional Surveyors and Mappers, pursuant to Chapter 472.027 Florida Statutes, as set forth in Chapter 5J-17, Florida Administrative Code. DATED: 08/12/2021 E.R. BROWNELL & ASSOCIATES, INC., LB 761 Digitally signed by Thomas Brownell Date: 2021.08.12 '21:03:40 -04'00 THIS SKETCH AND DESCRIPTION, CONSISTING OF 3 PAGES, SHALL NOT BE CONSIDERED FULL, VALID AND COMPLETE UNLESS ATTACHED TO THE OTHERS AND HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THOMAS BROWNELL, PROFESSIONAL LAND SURVEYOR # 2891, STATE OF FLORIDA USING A DIGITAL SIGNATURE AND DATE, ON SHEET 2 OF 3, PURSUANT TO CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, UNDER SECTION 5J-17.062. THE "DIGITAL DATE" MAY NOT REFLECT THE DATE OF SURVEY OR THE LATEST REVISION DATE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. Page 2of3 ER BROWNELL & ASSOCIATES, INC. SK. # SM-4102 4 PURL/ BLOCK 3 SKETCH TO ACCOMPANY LEGAL PROPOSED SABAL PALM VILLAGE SAP T6-8a-O ZONING POC orN - 79WW Corner of Block 2 /NE Corner of Block 3 rL S00° 25' 00"E 100.00' 1 West line of Block 2 BLOCK 2 PB 46 PG 66 �„---N00° 25' 00"W 171.00' SABAL PALM VILLAGE SAP T6-8a-O N90° 00' 00"W 871.39' i� NE 53rd STREET (solxnty (r?)f \North Line of Section 19 Township 53 S RAnge 42 E BLOCK4 PB 46 PG 66 G 0 4- Q NOTICE This submittal needs to be scheduled fora puboc hearing In accordancewhh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rolew the information at the pubec hearing to render a recommended on or a final decla on. N'9\0° ' 00"E 1085.00' BLOCK 2 PB 46 PG 66 BLOCK 2 PB 46 PG 66 SURVEYOR'S NOTES: R = Radius A = Delta L = Arc Length/ Central Angle POC - Point Of Commcnc mcnt SOO° 25' 06"E 48.31'- East lime of Block 4� Easterly lie sf Block 4 GROSS AREA = 218890.78 SQ FT/ 5.03 ACRES NET AREA = 1896 .45 SQ FT / 4.35 ACRES GROSS AREA = 85512.35,SQ FT/ 1)6ACRES NET AREA = 71591.15 S FT/1.64A RES BLOCK PB 46 PG 66 NE 57thWNr(P)) STREET (5D' POB = Point Of Beginning PB = Plat Book PG = Page PT = Point Of Tangency PC = Point Of Curvature (P) = Plat NT = Not Tangent (CB) = Cord Bearing R/W = Right of Way This is sketch does not represent a field Boundary Survey BLOCK 4 PB 46 PG 66 <_u N84° 21' 43"W 192.70'- NOTE: GROSS AREA TAKEN TO THE CENTERLINE OF PROPOSED RIGHT OF WAY NET AREA TAKEN TO THE PROPOSED LOT LINES LEGEND: PROPOSED LOT LINES = EXISTING PLAT = A PORTION OF BLOCK 2, 4 AND RIGHT OF WAY SABAL PALM COURT PB 46 PG 66 (PARCEL B) E.R. BROWNELL 8, ASSOC., INC. CONSULTING ENGINEERS LAND SURVEYORS 4957 Southwest 74th Court Miami, Florida, 33155 305.860.3866 Draw By: SMB Date: 08/12/21 Page: 3 of 3 Job #: 57894-C Scale: 1"=200' Sketch No.: SM-4102 FIrea,eRoa5789G(SKETCHPAD LEGAr„ewG,SKETCH&LEGALISES. SKETCH AND LEGAL PARCELS „-G ZONING ARID LAND USE 8-,2-2,REVISED DWG PZ-21-10809 08/20/21 �sN fIEW C00 4 P U EXHIBIT "A" LEGAL DESCRIPTION: PARCEL "C" NOTICE This submittal needs to be scheduled fora puboc hearing In accortlance whh tlmallnes 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 decla on. PZ-21-10809 08/20/21 SEW cO�Qv A PORTION OF BLOCK 4 OF SABAL PALM COURT, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 46 AT PAGE 66 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, AND A PORTION OF NE 51sT STREET; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE SOUTHEAST CORNER OF SAID BLOCK 4; THENCE RUN NORTH 13°32'45" EAST ALONG THE EASTERLY LINE OF SAID BLOCK 4 A DISTANCE OF 159.55 FEET TO A POINT; THENCE RUN NORTH 84°21'43" WEST A DISTANCE OF 192.70 FEET TO A POINT; THENCE RUN NORTH 14°40'44" EAST A DISTANCE OF 5.06 FEET TO A POINT; THENCE RUN NORTH 84°21'43" WEST A DISTANCE OF 212.73 FEET TO A POINT; THENCE RUN SOUTH 02°28'52" WEST A DISTANCE OF 200.03 FEET TO A POINT LOCATED ON THE SOUTH LINE OF SAID BLOCK 4; THENCE RUN NORTH 90°00'00" EAST A DISTANCE OF 373.47 FEET TO POINT OF BEGINNING. Page 1 of 3 ER BROWNELL & ASSOCIATES, INC. SK. # SM-4103 4 PURL/ GENERAL NOTES: NOTICE This submittal needs to be scheduled fora puboc hearing In acoordxnce whh timelines 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. PZ-21-10809 08/20/21 sN This Description and Sketch to Accompany Legal Description does not represent a field boundary survey. Bearings are based on an assumed meridian, where the Easterlyline of Block 4 of the said plat of SABAL PALM COURT, bears NORTH 13°32'45" EAST. All distances as shown are based on the US Survey foot. No title search has been conducted by nor was a title report provided to the surveyor. There may be easements, rights of way and/or other encumbrances affecting the easement area not disclosed hereon that a title report would evidence. SURVEYOR'S CERTIFICATION: This is to certify that this Legal Description and the Accompanying Sketch was prepared under my direction and that in my professional opinion is true and correct. I further certify that this SKETCH TO ACCOMPANY LEGAL DESCRIPTION meets the intent of the applicable provisions of the Standards of Practice, adopted by the Board of Professional Surveyors and Mappers, pursuant to Chapter 472.027 Florida Statutes, as set forth in Chapter 5J-17, Florida Administrative Code. DATED: 08/12/2021 E.R. BROWNELL & ASSOCIATES, INC., LB 761 Digitally signed by Thomas Brownell Date: 2021.08.12 '21:00:44 -04'00 THIS SKETCH AND DESCRIPTION, CONSISTING OF 3 PAGES, SHALL NOT BE CONSIDERED FULL, VALID AND COMPLETE UNLESS ATTACHED TO THE OTHERS AND HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THOMAS BROWNELL, PROFESSIONAL LAND SURVEYOR # 2891, STATE OF FLORIDA USING A DIGITAL SIGNATURE AND DATE, ON SHEET 2 OF 3, PURSUANT TO CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, UNDER SECTION 5J-17.062. THE "DIGITAL DATE" MAY NOT REFLECT THE DATE OF SURVEY OR THE LATEST REVISION DATE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. Page 2of3 ER BROWNELL & ASSOCIATES, INC. SK. # SM-4103 4 PURL/ BLOCK 2 PB 46 PG 66 BLOCK 3 BLOCK 2 PB 46 PG 66 SKETCH TO ACCOMPANY LEGAL PROPOSED SABAL PALM VILLAGE SAP T6-8b-O ZONING BLOCK 2 PB 46 PG 66 GROSS AREA = 69396.16 SQ FT/ 1.59 ACRES NET AREA = 64250.36 SQ FT / 1.47 ACRES SURVEYOR'S NOTES: S02° 28' 52"W 200.03' BLOCK 4 R =Radius PB 46 PG 66 A = Delta L = Arc Length/ Central ngle POC - Puint-@f-Cuiwu�Trc� uunl POB = Point Of Beginning PB = Plat Book PG = Page PT = Point Of Tangency PC = Point Of Curvature (P) = Plat NT = Not Tangent (CB) = Cord Bearing R/W = Right of Way This is sketch does not represent a field Boundary Survey \North Line of Section 19 \ � 1 Z STREET ffownship 53 S Range 42 E Easterly Line of Block /1 BLOCK 4 PB 46 PG 66 N13° 32' 45"E 159.55' POB SE Corner of Block 4 BLOCK 4 PB 46 PG 66 G 0 4- Q Vv NOTICE This submittal needs to be scheduled fora puboc hearing In accordance whh timelines 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 decla on. PZ-21-10809 li 08/20/21 kie . �I EW COV N84° 21'/43"W 192.70' NOTE: GROSS AREA TAKEN TO THE CENTERLINE OF PROPOSED RIGHT OF WAY NET AREA TAKEN TO THE PROPOSED LOT LINES LEGEND: PROPOSED LOT LINES = EXISTING PLAT = A PORTION OF BLOCK 4 AND RIGHT OF WAY SABAL PALM COURT PB 46 PG 66 (PARCEL C) E.R. BROWNELL & ASSOC., INC. CONSULTING ENGINEERS LAND SURVEYORS 4957 Southwest 74th Court Miami, Florida, 33155 305.860.3866 Draw By: SMB Date: 08/12/21 Page: 3 of 3 Job #: 57894-C Scale: 1"=200' Sketch No.: SM-4103 FIrE,ERoau,89C (SZETON OID LEGAL AIDING SZE-FOND LEGALISTS. SZETON AND LEGAL PARCELS AEG ZONING AND LAND USE 8-12-21 REVISED DWG 4 PURL/ EXHIBIT "A" LEGAL DESCRIPTION: Parcel "D" NOTICE This submittal needs to be scheduled fora puboc hearing In accortlance whh tlmallnes 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 decla on. PZ-21-10809 08/20/21 A PORTION OF BLOCK 4 OF SABAL PALM COURT, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 46 AT PAGE 66 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, AND A PORTION OF NE 51sT STREET; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF SAID BLOCK 4; THENCE RUN WEST (NORTH 90°00'00" WEST) ALONG THE SOUTH LINE OF SAID B LOCK 4 A DISTANCE OF 373.47 FEET TO POINT OF BEGINNING; THENCE CONTINUE RUN WEST (NORTH 90°00'00" WEST) ALONG THE SOUTH LINE OF SAID BLOCK 4 FOR A DISTANCE OF 451.38 FEET TO A POINT; THENCE RUN NORTH 00°00'40" EAST A DISTANCE OF 222.99 FEET TO A POINT; THENCE RUN EAST (SOUTH 90°00'00" EAST) PARALLEL TO THE SOUTH LINE OF SAID BLOCK 4, A DISTANCE OF 225.49 FEET TO A POINT; THENCE RUN SOUTH 84°21'43" EAST A DISTANCE OF 235.64 FEET TO A POINT; THENCE RUN SOUTH 02°28'52" WEST A DISTANCE OF 200.03 FEET TO POINT OF BEGINNING. Page 1 of 3 ER BROWNELL & ASSOCIATES, INC. SK. # SM-4104 4 PURL/ GENERAL NOTES: NOTICE This submittal needs to be scheduled fora puboc hearing In acoordxnce whh timelines set forth in the City of Miami Code. The appll®de decision -malting body NOR rodew the information at the pubdc hearing to render a recommended on or a final decla on. PZ-21-10809 08/20/21 sN This Description and Sketch to Accompany Legal Description does not represent a field boundary survey. Bearings are based on an assumed meridian, where the South line of Block 4 of the said plat of SABAL PALM COURT, bears WEST (NORTH 90°00'00" WEST). All distances as shown are based on the US Survey foot. No title search has been conducted by nor was a title report provided to the surveyor. There may be easements, rights of way and/or other encumbrances affecting the easement area not disclosed hereon that a title report would evidence. SURVEYOR'S CERTIFICATION: This is to certify that this Legal Description and the Accompanying Sketch was prepared under my direction and that in my professional opinion is true and correct. I further certify that this SKETCH TO ACCOMPANY LEGAL DESCRIPTION meets the intent of the applicable provisions of the Standards of Practice, adopted by the Board of Professional Surveyors and Mappers, pursuant to Chapter 472.027 Florida Statutes, as set forth in Chapter 5J-17, Florida Administrative Code. DATED: 08/12/2021 E.R. BROWNELL & ASSOCIATES, INC., LB 761 Digitally signed by Thomas Brownell Date: 2021.08.12 '21:05:29 -04'00 ��cewse° No. 2891 STATE OF THIS SKETCH AND DESCRIPTION, CONSISTING OF 3 PAGES, SHALL NOT BE CONSIDERED FULL, VALID AND COMPLETE UNLESS ATTACHED TO THE OTHERS AND HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THOMAS BROWNELL, PROFESSIONAL LAND SURVEYOR # 2891, STATE OF FLORIDA USING A DIGITAL SIGNATURE AND DATE, ON SHEET 2 OF 3, PURSUANT TO CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, UNDER SECTION 5J-17.062. THE "DIGITAL DATE" MAY NOT REFLECT THE DATE OF SURVEY OR THE LATEST REVISION DATE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. Page 2of3 ER BROWNELL & ASSOCIATES, INC. SK. # SM-4104 4 PURL/ 2 SKETCH TO ACCOMPANY LEGAL PROPOSED SABAL PALM VILLAGE SAP T6-8a-O ZONING BLOCK 3 BLOCK 2 PB 46 PG 66 BLOCK PB 46 PG 66 S84° 21' 43"E S90° 00' 00"E 225.49'� SURVEYOR'S NOTES: NE 53rd STREET BLOCK 2 PB 46 PG 66 235.64' S02° 28' 52"W 200.03' �.„---N00° 00' 40"E 222.99' BLOCK 4 PB 46 PG 66 N90° 00' 00"W 451.38' A = Delta L = Arc Length/ Central Angle POC = Point Of Commencement POB = Point Of Beginning ^ • • PB = Plat Book PG = Page PT = Point Of Tangency PC = Point Of Curvature (P) = Plat NT = Not Tangent (CB) = Cord Bearing R/W = Right of Way This is sketch does not represent a field Boundary Survey . . \North Line of Section 19 Z ifownship 53 S Range 42 E (so' wW (t')) BLOCK1 PB 46 PG 66 \\ / \ / OB (50'57thWW(P)) STREET G 0 4- Q s.0 •� �Vv NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rolew the information at the pubec hearing to render a recommendation or a final decla on. PZ-21-10809 li 08/20/21 kie . �I EW COV BLOCK 4 PB 46 PG 66 BLOCK 4 PB 46 PG 66 GROSS AREA = 99000.84 SQ P T/ 2.27 ACRES NET AREA = 87489.83 SQ FT 2.01 ACRES POC SE Corner of Block 4 N90° 00' 00"W 373.47' NOTE: GROSS AREA TAKEN TO THE CENTERLINE OF PROPOSED RIGHT OF WAY NET AREA TAKEN TO THE PROPOSED LOT LINES LEGEND: PROPOSED LOT LINES = EXISTING PLAT = A PORTION OF BLOCK 4 AND RIGHT OF WAY SABAL PALM COURT PB 46 PG 66 (PARCEL D) E.R. BROWNELL & ASSOC., INC. CONSULTING ENGINEERS LAND SURVEYORS 4957 Southwest 74th Court Miami, Florida, 33155 305.860.3866 Draw By: SMB Date: 08/12/21 Page: 3 of 3 Job #: 57894-C Scale: 1"=200' Sketch No.: SM-4104 FIrEWeRoau789C(SKETCH AND LEGAL „ewe,SKETCH& LEGALISES. SKETCH AND LEGAL PARCELS ZONING AND LAND USE 8,2-2,REVISED DWG 4 PURL/ EXHIBIT "A" LEGAL DESCRIPTION: Parcel "E" NOTICE This submittal needs to be scheduled fora puboc hearing In accortlance whh tlmallnes 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 decla on. PZ-21-10809 11 /05/21 sN ��R��1 SEW cO�Qv A PORTION OF BLOCKS 2 AND BLOCK 4 OF SABAL PALM COURT, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 46 AT PAGE 66 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, AND A PORTION OF NE 51ST STREET LYING BETWEEN SAID BLOCKS 2 AND 4; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE SOUTHWEST CORNER OF SAID BLOCK 4; THENCE RUN NORTH 00°25'00" WEST ALONG THE PROLONGATION OF THE WEST LINE OF BLOCK 4, THE SAME BEING A LINE WHICH LIES 35 FEET EAST OF AND PARALLEL WITH THE WEST LINE OF SECTION 19 TOWNSHIP 53 SOUTH RANGE 42 EAST, FOR A DISTANCE OF 371.59 FEET TO A POINT, SAID POINT BEING THE SOUTHWEST CORNER OF BLOCK 3 OF SABAL PALM COURT, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 46 AT PAGE 66 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA; THENCE RUN NORTH 90°00'00" EAST ALONG THE SOUTH LINE OF SAID BLOCK 3 AND PARALLEL TO THE SOUTH LINE OF SAID BLOCK 4, A DISTANCE OF 200 FEET TO A POINT; SAID POINT BEING THE SOUTHEAST CORNER OF SAID BLOCK 3; THENCE RUN SOUTH 00°00'57" WEST, A DISTANCE OF 148.59 FEET TO A POINT; THENCE RUN EAST (SOUTH 90°00'00" EAST), PARALLEL TO THE SOUTH LINE OF SAID BLOCK 4, A DISTANCE OF 33.79 FEET TO A POINT; THENCE RUN SOUTH 00°00'40" WEST, A DISTANCE OF 222.99 FEET TO A POINT LOCATED ON THE SOUTH LINE OF SAID BLOCK 4; THENCE RUN NORTH 90°00'00" WEST ALONG THE SOUTH LINE OF SAID BLOCK 4, A DISTANCE OF 231.00 FEET TO POINT OF BEGINNING. Page 1 of 3 ER BROWNELL & ASSOCIATES, INC. SK. # SM-4105 4 PURL/ G 0 4- Q GENERAL NOTES: ntsO' NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance 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 decla on. This Description and Sketch to Accompany Legal Description does not represe boundary survey. PZ-21-10809 11/05/21 IEW COV Bearings are based on an assumed meridian, where the West line of Block 4 of the said plat of SABAL PALM COURT, bears NORTH 00°25'00" WEST. All distances as shown are based on the US Survey foot. No title search has been conducted by nor was a title report provided to the surveyor. There may be easements, rights of way and/or other encumbrances affecting the easement area not disclosed hereon that a title report would evidence. SURVEYOR'S CERTIFICATION: This is to certify that this Legal Description and the Accompanying Sketch was prepared under my direction and that in my professional opinion is true and correct. I further certify that this SKETCH TO ACCOMPANY LEGAL DESCRIPTION meets the intent of the applicable provisions of the Standards of Practice, adopted by the Board of Professional Surveyors and Mappers, pursuant to Chapter 472.027 Florida Statutes, as set forth in Chapter 5J-17, Florida Administrative Code. DATED: 08/12/2021 E.R. BROWNELL & ASSOCIATES, INC., LB 761 ops Digitally signed by Thomas Brownell Date: 2021.08.12 '21:06:49 -04'00 No. 2891 STATE OF THIS SKETCH AND DESCRIPTION, CONSISTING OF 3 PAGES, SHALL NOT BE CONSIDERED FULL, VALID AND COMPLETE UNLESS ATTACHED TO THE OTHERS AND HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THOMAS BROWNELL, PROFESSIONAL LAND SURVEYOR#2891, STATE OF FLORIDA USING A DIGITAL SIGNATURE AND DATE, ON SHEET 2 OF 3, PURSUANT TO CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, UNDER SECTION 5J-17.062. THE "DIGITAL DATE" MAY NOT REFLECT THE DATE OF SURVEY OR THE LATEST REVISION DATE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. Page 2of3 ER BROWNELL & ASSOCIATES, INC. SK. # SM-4105 4 PURL/ G 0 4- Q SKETCH TO ACCOMPANY LEGAL PROPOSED SABAL PALM VILLAGE SAP PARKS AND RECREATION LAND USE AND CS ZONING SURVEYOR'S NOTES: R = Radius = DeTfa L = Arc Length/ Central Angle POC = Point Of Commencement POB = Point Of Beginning PB = Plat Book PG = Page PT = Point Of Tangency PC = Point Of Curvature (P) = Plat NT = Not Tangent (CB) = Cord Bearing R/W = Right of Way This is sketch does not represent a field Boundary Survey S-Line of Block 3 W-Line of Block 2 SW Corner of Block 3i1 35.0' BLOCK 3 BLOCK 2 PB 46 PG 66 \North Line of Section 19 ownship 53 S Range 42 E BLOCK 2 PB 46 PG 66 BLOCK 4 PB 46 PG 66 NOTICE This submittal needs to be scheduled fora puboc hearing In accordance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rolew the information at the pubec hearing to render a recommendation or a final decla on. PZ-21-10809 411.1 11/05/21 \e . fI EW C00 NE 53rd STREET (50''RAN (P)) N90° 00' 80"E 200.00' BLOCK 2 O PB 46 PG 66 BLOCK1 / PB 46 PG 66 SE Corner of Block 3 \ S00° 00' 57"W 148.59' GROS AREA = 29633.88 SQ FT/ 0.68 ACRES / NET A EA = 24529.84 SQ FT / 0.56 ACR S S90° 00' 00"E 33.79' POB SW Corner of Block 4 1 NOO° 25' 00"W 371.59' NE 51th STREET W-Line of Block 4 lwww(P)) GROSS AREA = 5167.33 SQ FT/ 1.19 ACRE NET AREA = 45742.77 SQ FT / 1.05 ACRES1 `—S00° 00' 40"W 222.99' 1 B46 PB 46 PG PG4 66 S-Line of Block 4 West Line of Section 19 Township 53 S Range 42 E U �N90° 00' 00"W 231.00' NOTE: GROSS AREA TAKEN TO THE CENTERLINE OF PROPOSED RIGHT OF WAY NET AREA TAKEN TO THE PROPOSED LOT LINES LEGEND: PROPOSED LOT LINES = PYIRTINIr PI OT = BLO f'B-46- A PORTION OF BLOCK 2,4 AND RIGHT OF WAY SABAL PALM COURT PB 46 PG 66 (PARCEL E) E.R. BROWNELL & ASSOC., INC. CONSULTING ENGINEERS LAND SURVEYORS 4957 Southwest 74th Court Miami, Florida, 33155 305.860.3866 Draw By: SMB Date: 08/12/21 Page: 3 of 3 Job #: 57894-C Scale: 1 "=200' Sketch No.: SM-4105 FILEO,PRoa,r,asa e (SKETCH AND LEGAL),owo,SKETCH P. LEGAUS,aaa SKETCH AND LEGAL PARCELSA, ZONING AND LAND USE 8-12-21 REVISED DWG 4 PURL/ EXHIBIT "A" LEGAL DESCRIPTION: Parcel "F" NOTICE This submittal needs to be scheduled fora puboc hearing In accortlance whh tlmallnes 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 decla on. PZ-21-10809 11 /05/21 sN ��R��1 SEW cO�Qv A PORTION OF BLOCK 2 OF SABAL PALM COURT, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 46 AT PAGE 66 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, AND A PORTION OF NE 54TH STREET, AND A PORTION OF NE 2ND COURT; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE SOUTHEAST CORNER OF BLOCK 3 OF SABAL PALM COURT, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 46 AT PAGE 66 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA; THENCE RUN NORTH 00°25'00" WEST ALONG THE EAST LINE OF SAID BLOCK 3, THE SAME BEING THE WEST LINE OF SAID BLOCK 2, A DISTANCE OF 428.99 FEET TO A POINT; THENCE RUN EAST (NORTH 90°00'00" EAST), A DISTANCE OF 176.15 FEET TO A POINT; THENCE RUN SOUTH 00°25'00" EAST, PARALLEL TO THE WEST LINE OF SAID BLOCK 2, A DISTANCE OF 577.58 FEET TO A POINT; THENCE RUN WEST (NORTH 90°00'00" WEST), A DISTANCE OF 177.28 FEET TO A POINT; THENCE RUN NORTH 00°00'57" EAST A DISTANCE OF 148.59 TO POINT OF BEGINNING. Page 1 of 3 ER BROWNELL & ASSOCIATES, INC. SK. # SM-4106 4 P U G 0 4- Q GENERAL NOTES: NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance 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 decla on. This Description and Sketch to Accompany Legal Description does not represe boundary survey. PZ-21-10809 11/05/21 IEW COV Bearings are based on an assumed meridian, where the East line of Block 3 of the said plat of SABAL PALM COURT, bears (North 00°25'00" West). All distances as shown are based on the US Survey foot. No title search has been conducted by nor was a title report provided to the surveyor. There may be easements, rights of way and/or other encumbrances affecting the easement area not disclosed hereon that a title report would evidence. SURVEYOR'S CERTIFICATION: This is to certify that this Legal Description and the Accompanying Sketch was prepared under my direction and that in my professional opinion is true and correct. I further certify that this SKETCH TO ACCOMPANY LEGAL DESCRIPTION meets the intent of the applicable provisions of the Standards of Practice, adopted by the Board of Professional Surveyors and Mappers, pursuant to Chapter 472.027 Florida Statutes, as set forth in Chapter 5J-17, Florida Administrative Code. DATED: 08/12/2021 E.R. BROWNELL & ASSOCIATES, INC., LB 761 Digitally signed by Thomas Brownell Date: 2021.08.12 '21:07:57 -04'00 THIS SKETCH AND DESCRIPTION, CONSISTING OF 3 PAGES, SHALL NOT BE CONSIDERED FULL, VALID AND COMPLETE UNLESS ATTACHED TO THE OTHERS AND HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THOMAS BROWNELL, PROFESSIONAL LAND SURVEYOR#2891, STATE OF FLORIDA USING A DIGITAL SIGNATURE AND DATE, ON SHEET 2 OF 3, PURSUANT TO CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, UNDER SECTION 5J-17.062. THE "DIGITAL DATE" MAY NOT REFLECT THE DATE OF SURVEY OR THE LATEST REVISION DATE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. Page 2of3 ER BROWNELL & ASSOCIATES, INC. SK. # SM-4106 4 P U 8 SKETCH AOO MY 2 PROPOSED SABAL PALM VILLAGELEGAL SAP TO T6-8b-CCZONING orthly NW Corner of Block 2 / NE Corner of Block 3 E-Line of Block 3 W-Line of Block 2 BLOCK 3 NOO° 25' 00"W 428.99' POB SE Corner of—.j Block 3 BLOCK 2 PB 46 PG 66 BLOCK 2 PB 46 PG 66 /-N90° 00' 00"E 176.15' - NE 53rd STREET G 0 4- Q NOTICE This submittal needs to be scheduled fora puboc hearing In acoordxnce whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR reAew the information at the pubdc hearing to render a recommended on or a final decla on. PZ-21-10809 11/05/21 North Line of Section 19 Township 53 S Range 42 E BLOCK 4 PB 46 PG 66 (50' RAN (P)) GROSS AREA = 10824.07 SQ FT/ 2.34 ACRES E AREA = 83639.41 SQ FT / 1.92 ACRES BLOCK2 / 1 PB 46 PG 66 �S00° 25' 00"E/577.58' 1 BLOCK1 PB 46 PG 66 / NOO° 00' 57"E 148.59'�l N90° 00' 00"W 177.28' BLOCK 4 PB 46 PG 66 NE (551th 0'Rw(a)TREET BLOCK 4 PB 46 PG 66 SURVEYOR'S NOTES: R = Radius A = Delta / L = Arc Length Central Angle POC = Point Of CJommencement POB = Point Of Beginning PB = Plat Book PG = Page PT = Point Of Tangency PC = Point Of Curvature NOTE: GROSS AREA TAKEN TO THE CENTERLINE OF PROPOSED RIGHT OF WAY (P) = Plat NET AREA TAKEN TO THE PROPOSED LOT LINES NT = Not Tangent (CB) = Cord Bearing LEGEND: R/W = Right of Way PROPOSED LOT LINES = This is sketch does not represent a field EXISTING PLAT = Boundary Survey A PORTION OF BLOCK 2 AND RIGHT OF WAY SABAL PALM COURT PB 46 PG 66 (PARCEL F) E.R. BROWNELL & ASSOC., INC. CONSULTING ENGINEERS LAND SURVEYORS 4957 Southwest 74th Court Miami, Florida, 33155 305.860.3866 Draw By: SMB Date: 08/12/21 Page: 3 of 3 Job #: 57894-C Scale: 1 r'=200' Sketch No.: SM-4106 FILEO,PRoa,r,asa e (SKETCH AND LEGAL)OWG SKETCH eLEGAUS,aaa SKETCH AND LEGAL PARCELS A,ZONING AND LAND USE 8-12-21 REVISED DWG !EW CO ' • 4 P U EXHIBIT "A" LEGAL DESCRIPTION: Parcel "G" NOTICE This submittal needs to be scheduled fora puboc hearing In accortlance whh tlmallnes 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 decla on. PZ-21-10809 08/20/21 VIEW ALL OF BLOCK 1 OF SABAL PALM COURT, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 46 AT PAGE 66 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, AND A PORTION OF NE 51ST STREET, AND A PORTION OF NE 2ND COURT, AND A PORTION OF NE 3RD COURT, AND A PORTION OF NE 53RD STREET; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHERLY NORTHWEST CORNER OF BLOCK 2 OF SABAL PALM COURT, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 46 AT PAGE 66 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, SAID POINT BEING THE NORTHEAST CORNER OF BLOCK 3 OF SAID PLAT OF SABAL PALM COURT; THENCE RUN SOUTH 00°25'00" EAST ALONG THE WEST LINE OF SAID BLOCK 2, THE SAME BEING THE EAST LINE OF SAID BLOCK 3, A DISTANCE OF 271.01 FEET TO A POINT; THENCE RUN EAST (NORTH 90°00'00" EAST) PARALLEL TO THE MOST NORTHERLY LINE OF SAID BLOCK 2, A DISTANCE OF 176.15 FEET TO POINT OF BEGINNING; THENCE CONTINUE RUN EAST (NORTH 90°00'00" EAST), A DISTANCE OF 695.23 FEET TO A POINT; THENCE RUN SOUTH 14°40'44" WEST, A DISTANCE OF 642.59 FEET TO A POINT; THENCE RUN NORTH 84°21'43" WEST, A DISTANCE OF 448.37 FEET TO A POINT; THENCE RUN WEST (NORTH 90°00'00" WEST) PARALLEL TO THE NORTH LINE OF SAID BLOCK 2, A DISTANCE OF 82.00 FEET TO A POINT; THENCE RUN NORTH 00°25'00" WEST PARALLEL TO THE WEST LINE OF SAID BLOCK 2, A DISTANCE OF 577.58 FEET TO POINT OF BEGINNING. Page 1 of 3 ER BROWNELL & ASSOCIATES, INC. SK. # SM-4107 4 PURL/ GENERAL NOTES: NOTICE This submittal needs to be scheduled fora puboc hearing In acoordxnce whh timelines 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. PZ-21-10809 08/20/21 sN This Description and Sketch to Accompany Legal Description does not represent a field boundary survey. Bearings are based on an assumed meridian, where the West line of Block 2 of the said plat of SABAL PALM COURT, bears (South 00°25'00" East). All distances as shown are based on the US Survey foot. No title search has been conducted by nor was a title report provided to the surveyor. There may be easements, rights of way and/or other encumbrances affecting the easement area not disclosed hereon that a title report would evidence. SURVEYOR'S CERTIFICATION: This is to certify that this Legal Description and the Accompanying Sketch was prepared under my direction and that in my professional opinion is true and correct. I further certify that this SKETCH TO ACCOMPANY LEGAL DESCRIPTION meets the intent of the applicable provisions of the Standards of Practice, adopted by the Board of Professional Surveyors and Mappers, pursuant to Chapter 472.027 Florida Statutes, as set forth in Chapter 5J-17, Florida Administrative Code. DATED: 08/12/2021 E.R. BROWNELL & ASSOCIATES, INC., LB 761 Digitally signed by 0F°w4,:_ Thomas Brownell Date: 2021.08.12 '21:09:22 -04'00 Na. 2991 STATE OF THIS SKETCH AND DESCRIPTION, CONSISTING OF 3 PAGES, SHALL NOT BE CONSIDERED FULL, VALID AND COMPLETE UNLESS ATTACHED TO THE OTHERS AND HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THOMAS BROWNELL, PROFESSIONAL LAND SURVEYOR # 2891, STATE OF FLORIDA USING A DIGITAL SIGNATURE AND DATE, ON SHEET 2 OF 3, PURSUANT TO CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, UNDER SECTION 5J-17.062. THE "DIGITAL DATE" MAY NOT REFLECT THE DATE OF SURVEY OR THE LATEST REVISION DATE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. Page 2of3 ER BROWNELL & ASSOCIATES, INC. SK. # SM-4107 4 PURL/ 8 0 2 SKETO AOPANY L PROPOSED SABAL PALMMVILLAGE LEGA Poc SAP T6-12CC-0 ZONING Northly NW Corner of Block 2/ NE Corner of Block 3 North Line of Section 19 E-Line of Block 3 W-Line of Block 2 BLOCK 3 BLOCK 2 PB 46 PG 66 BLOCK 2 PB 46 PG 66 NET AREA TAKEN TO THE PROPOSED LOT LINES N90° 00' 00"E N-Line of Block 2 BLOCK 2 PB 46 PG 66 SOO° 25' 00"E 271.01' N90° 00' 00"E 176.15' \ /ftownship 53 S Range 42 E BLOCK 4 PB 46 PG 66 OB ) Z� NE 53rd STREET (50''antv(a N90° 00' 00"E 695.23'- � / \ S14° 40' 44"W 642.59' GROSS AREA, 366722.34 SQ FT/ 8.42 AdRES NET AREA d 307541.35 SQ FT/7.06 AC ES BLOCK 1 I PB 46 PG 66 NOO° 25' 00"W 577.58' N90° 00' 00"W 82.00' N84° 21' 43"W 448.37' STREET BLOCK 4 PB 46 PG 66 SURVEYOR'S NOTE BLOCK4 R = Radius PB 46 PG 66 A = Delta 1 L = Arc Length/ V entral Angle POC = Point Of Co mencement POB = Point Of Boginning PB = Plat Book PG = Page PT = Point Of Tangency PC = Point Of Curvature (P) = Plat A NOTICE This submittal needs to be scheduled fora puboc hearing In accordance whh timelines set forth in the City of Miami Code. The appLI®de decision -malting body will rolew the information at the pubec hearing to render a recommendation or a final decla on. PZ-21-10809 li 08/20/21 kie . Ew c°V NOTE: GROSS AREA TAKEN TO THE CENTERLINE OF PROPOSED RIGHT OF WAY NT = Not Tangent LEGEND: PROPOSED LOT LINES = EXISTING PLAT = (CB) = Cord Bearing R/W = Right of Way This is sketch does not represent a field Boundary Survey BLOCK 1 AND RIGHT OF WAY SABAL PALM COURT PB 46 PG 66 (PARCEL G) E.R. BROWNELL & ASSOC., INC. CONSULTING ENGINEERS LAND SURVEYORS 4957 Southwest 74th Court Miami, Florida, 33155 305.860.3866 Draw By: SMB Date: 08/12/21 Page: 3 of 3 Job #: 57894-C Scale: 1'r=200' Sketch No.: SM-4107 FIrE,eRoau789ClaeTOeAND LEGAL „ewG,aeE-FONDLEGAru,a9,aeETcaAND LEGAL PARCELS ZONING AND LAND USE 8-,2-21REVISED D 4 PURL/ G O 4- Q Economic and Fiscal Impact Analysis Sabal Palm Village at Flagler Trail Miami (Miami -Dade County), Florida Prepared For: SABAL PALM VILLAGE 5205 NE 2nd Court Miami, Florida 33136 Prepared by FLORIDA ECONOMIC ADVISORS Real Estate & Corporate Economics August 2021 NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca decision -making body NOR redew the information at the pubc hearing to render a recommended on or a final decla on. PZ-21-10809 08/20/21 Q�sN EW -10 P U Table of Contents by Report Section A. Study Introduction and Summary of Impacts NOTICE This submittal needs to be' scheduled fora pubic hearing In acoordanre whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubc hearing to render a recommended on or a final decM on. 44, V RFVI EW CO ' PZ-21-10809 08/20/21 B. Phase 1 Economic/Fiscal Impacts and Explanation of Analysis and Methodologies for the Study 9 C. Phase 2 Economic and Fiscal Impacts 22 D. Phase 3 Economic and Fiscal Impacts 26 E. Phase 4 Economic and Fiscal Impacts 30 F. Phase 5 Economic and Fiscal Impacts 34 Report Disclaimer: FEA makes no warranty, express or implied, regarding the completeness or accuracy of the base information provided to FEA that was used to generate the forecasts presented in this report. Future economic conditions not theorized in this analysis could substantially impact the rate and nature of forecasted projections within the area of study, thus resulting in outcomes that may substantially deviate from those offered in this document. Special Note on Tables: While the data tables in this report refer to the project's former name (Eastside Ridge), all quantitative data located within these tables reflects the new development program for Sabal Palm Village at Flagler Trail (hereinafter referred to in the report narrative as Sabal Palm Village). All narrative in the report reflects the project's new title. PZ-21-10809 08/20/21 A: Study Introduction and Summary of Impacts Florida Economic Advisors was retained to prepare an analysis which reviews and fiscal impacts from the redevelopment of property referred to as Sabal P located immediately southeast of the Federal Highway/Northeast 54th Street inters in Miami's Little Haiti neighborhood. This submittal needs to be scheduled fora pubic hearing In acoordxnce whh Idmatinee set forth in the City of Miami Code. The appLIca o decision -malting body NOR resiew the information at the public hearing to render a recommended on or a final decla on. Subject Property Boundary (in RED) tiF S4TH ST 1 SR 944 As part of this economic and fiscal impact analysis, FEA was asked to address the following: 1. Estimated annual ad valorem taxes directly generated by the proposed project for Miami -Dade County, the City of Miami, and Miami -Dade County Public Schools; 2. The project's estimated impact fees; 3. Net operating fiscal impacts to the City of Miami from full project occupancy and operation; 4. One-time construction economic impacts, and: FLORIDA ECONOMIC ADVISORS Peal Estate &Corporate Economics 1 PUBL./ 5. Annual ongoing economic impacts from full project occupancy and o • 4 0 4- Q The proposed redevelopment is a five -phase mixed use project, anchored by residential and non-residential uses denoted in Table A.1. Table A.1 Eastside Ridge Development (Miami, FL) Development Program By Phase Phase MFR SF MFR Units Retail SF Office 1 508,060 623 51,450 20,000 2 378,832 465 50,202 19,000 3 609,356 748 38,300 0 4 658,726 808 57,500 0 5 232,654 285 44,097 58,103 222,255 238 NOTICE This submittal needs to be'scheduled fora pubic hearing In accorrlance whh Idmatinee set forth in the City of Miami Code. The appll®de decision -malting body will review the information at the public hearing to render a recommendation or a final decla on. Hotel Hotel SF Rooms 152,029 162 Total 2,387,628 2,929 241,549 97,103 374,284 400 PZ-21-10809 08/20/21 !EW COV Tables A.2 through A.7 present the summary impacts to Miami and Miami -Dade County (in addition to other taxing authorities) from successful construction and operation of the above -referenced program. Table A.2 is an aggregate summary of all five project phases, while Tables A.3 through A.7 individually profile Phases 1 through 5. For each of these summary tables, the following information is presented: • Ad valorem revenue generation to local and regional taxing authorities, over 5, 10, and 20-year horizons from successful project development and operation. • Net operating fiscal impacts (general fund revenues less costs of local service provision) to the City of Miami over 5, 10, and 20-year horizons. • One-time economic impacts from project construction. These impacts include output (sales), earnings (wages), and employment in Miami -Dade County that is created and/or supported during the project's five construction periods. • Annual recurring economic impacts from successful completion and operation of the project. Again, these impacts are focused on the Miami -Dade County area, and include output (sales), earnings (wages), and employment. • Estimated impact fees to Miami -Dade County from project development. These include fees for Roads, Fire, Police, Schools, and Parks. It is important to note that, in addition to the substantial impacts presented in the following tables, the project developer is committing $10 million in capital contributions for the Sabal Palm Village project, including educational and business incubator facilities, scholarships, arts and sports programs, neighborhood beautification, public safety, and small business loan programs. v"' FLORIDA ECONOMIC ADVISORS Peal Estate &Corporate Economics 2 Summary Table A.2 Eastside Ridge Development Miami (Miami -Dade County), Florida Presentation of Aggregate Economic and Fiscal Impacts (Phases 1 Through 5) ThIs aubmtal needs to be scheduled for a pubic hearing In accordance wth timelines set forth in the City of Miami Code. The appllca He decision -malting body will review the information at the public hearing to render recommendag on or a final decld on. PZ-21-10809 08/20/21 FISCAL IMPACTS (5, 10, AND 20 YEAR HORIZONS) 5-Year Period 10-Year Period —411.1 20-Year Period I. Ad Valorem Revenue City of Miami $39,376,256 $85,024,130 $199,289,450 Miami -Dade School Board $35,133,083 $75,861,955 $177,814,079 S. Florida Water Mgmt. Dist. $567,728 $1,225,880 $2,873,360 Everglades Construction Project $187,271 $404,370 $947,810 Okeechobee Basin $587,441 $1,268,445 $2,973,129 FIND $157,702 $340,522 $798,155 County Operating $22,999,381 $49,661,966 $116,403,496 County Debt Service $2,355,676 $5,086,550 $11,922,448 Library District $1,399,607 $3,022,134 $7,083,630 Children's Trust Authority $2,221,136 $4,796,042 $11,241,521 Total Ad Valorem Revenue $104,985,281 $226,691,995 $531,347,079 II. Net Operating Fiscal Surplus to the City of Miami Upon Completion $18,491,754 $39,928,766 $93,589,688 ECONOMIC IMPACTS OUTPUT EARNINGS EMPLOYMENT III. Construction Economic Impacts Direct $1,031,386,165 $303,749,226 5,396 Indirect & Induced $872,862,112 $284,347,165 7,315 Total $1,904,248,277 $588,096,391 12,710 IV. Recurring Annual Economic Impacts Direct $293,399,464 $64,031,635 1,285 Indirect & Induced $234,169,075 $77,922,748 2,720 Total $527,568,539 $141,954,382 4,004 IMPACT FEE GENERATION Road Impact Fees $21,021,189 Fire Impact Fees $1,638,142 Police Impact Fees $1,997,111 School Impact Fees $1,792,548 Park Impact Fees $5,383,063 Total Impact Fees $31,832,053 FLORIDA ECONOMIC ADVISORS Peal Enare &Corporate Economics 3 Summary Table A.3 Eastside Ridge Development, Phase 1 Miami (Miami -Dade County), Florida Presentation of Economic and Fiscal Impacts This au bmRtal needs to be scheduled fora public hearing In accordance wA 1 h mellow set forth in the City of Miami Code. The applicable decision -malting body will review the Infonmaton at the public hearing to render a recommendation or a final decia on. PZ-21-10809 08/20/21 FISCAL IMPACTS (5, 10, AND 20 YEAR HORIZONS) 5-Year Period 10-Year Period 20-Yeah Period I. Ad Valorem Revenue City of Miami $7,670,004 $16,561,640 $38,819,099 Miami -Dade School Board $6,843,486 $14,776,963 $34,635,964 S. Florida Water Mgmt. Dist. $110,586 $238,786 $559,695 Everglades Construction Project $36,478 $78,766 $184,621 Okeechobee Basin $114,426 $247,077 $579,128 FIND $30,718 $66,329 $155,471 County Operating $4,479,992 $9,673,532 $22,673,949 County Debt Service $458,856 $990,796 $2,322,344 Library District $272,626 $588,674 $1,379,803 Children's Trust Authority $432,650 $934,209 $2,189,708 Total Ad Valorem Revenue $20,449,823 $44,156,773 $103,499,783 II. Net Operating Fiscal Surplus to the City of Miami Upon Completion $3,381,423 $7,301,419 $17,113,916 ECONOMIC IMPACTS OUTPUT EARNINGS EMPLOYMENT III. Construction Economic Impacts Direct $200,901,159 $59,166,560 1,051 Indirect & Induced $170,022,651 $55,387,281 1,425 Total $370,923,810 $114,553,841 2,476 IV. Recurring Annual Economic Impacts Direct $45,368,652 $11,624,561 220 Indirect & Induced $36,895,412 $10,692,703 426 Total $82,264,064 $22,317,264 646 IMPACT FEE GENERATION Road Impact Fees $3,706,434 Fire Impact Fees $310,298 Police Impact Fees $392,475 School Impact Fees $381,434 Park Impact Fees $1,145,454 Total Impact Fees $5,936,095 FLORIDA ECONOMIC ADVISORS Peal Esmre &Corporate Economics 4 Summary Table A.4 Eastside Ridge Development, Phase 2 Miami (Miami -Dade County), Florida Presentation of Economic and Fiscal Impacts ThIs aubmtal needs to be scheduled for a pubic hearing In accordance wth timelines set forth in the City of Miami Code. The applicable decision -malting body will review theinionnatlon at the public hearing to render a recommendag on or a final decid on. PZ-21-10809 08/20/21 FISCAL IMPACTS (5, 10, AND 20 YEAR HORIZONS) 5-Year Period 10-Year Period ndia 20-Year Period I. Ad Valorem Revenue City of Miami $8,211,085 $17,729,983 $41,557,598 Miami -Dade School Board $7,326,261 $15,819,405 $37,079,363 S. Florida Water Mgmt. Dist. $118,388 $255,631 $599,178 Everglades Construction Project $39,051 $84,323 $197,646 Okeechobee Basin $122,498 $264,507 $619,983 FIND $32,885 $71,009 $166,438 County Operating $4,796,034 $10,355,952 $24,273,486 County Debt Service $491,226 $1,060,692 $2,486,174 Library District $291,858 $630,202 $1,477,141 Children's Trust Authority $463,171 $1,000,113 $2,344,181 Total Ad Valorem Revenue $21,892,459 $47,271,818 $110,801,189 II. Net Operating Fiscal Surplus to the City of Miami Upon Completion $4,601,924 $9,936,815 $23,291,063 ECONOMIC IMPACTS OUTPUT EARNINGS EMPLOYMENT III. Construction Economic Impacts Direct $215,073,759 $63,340,473 1,125 Indirect & Induced $182,016,922 $59,294,584 1,525 Total $397,090,681 $122,635,057 2,650 IV. Recurring Annual Economic Impacts Direct $72,703,924 $14,378,963 305 Indirect & Induced $57,239,947 $20,874,582 680 Total $129,943,871 $35,253,545 985 IMPACT FEE GENERATION Road Impact Fees $4,438,668 Fire Impact Fees $311,152 Police Impact Fees $360,635 School Impact Fees $284,414 Park Impact Fees $854,101 Total Impact Fees $6,248,970 FLORIDA ECONOMIC ADVISORS Peal Esmre &Corporate Economics 5 Summary Table A.5 Eastside Ridge Development, Phase 3 Miami (Miami -Dade County), Florida Presentation of Economic and Fiscal Impacts ThIs submittal needs to be scheduled for a public hearing In accordance with h metres set forth in the City of Miami Code. The applicable decision -malting bodywlll review the information at the public hearing to render a recommendation or a final deciv on. PZ-21-10809 08/20/21 FISCAL IMPACTS (5, 10, AND 20 YEAR HORIZONS) 5-Year Period 10-Year Period 20-Year Period I. Ad Valorem Revenue City of Miami $7,482,746 $16,157,300 $37,871,359 Miami -Dade School Board $6,676,408 $14,416,194 $33,790,353 S. Florida Water Mgmt. Dist. $107,886 $232,956 $546,030 Everglades Construction Project $35,588 $76,843 $180,114 Okeechobee Basin $111,632 $241,045 $564,989 FIND $29,968 $64,710 $151,675 County Operating $4,370,617 $9,437,359 $22,120,381 County Debt Service $447,654 $966,607 $2,265,646 Library District $265,970 $574,302 $1,346,116 Children's Trust Authority $422,087 $911,401 $2,136,248 Total Ad Valorem Revenue $19,950,556 $43,078,718 $100,972,912 II. Net Operating Fiscal Surplus to the City of Miami Upon Completion $2,744,013 $5,925,076 $13,887,883 ECONOMIC IMPACTS OUTPUT EARNINGS EMPLOYMENT III. Construction Economic Impacts Direct $195,996,306 $57,722,052 1,025 Indirect & Induced $165,871,673 $54,035,041 1,390 Total $361,867,979 $111,757,093 2,415 IV. Recurring Annual Economic Impacts Direct $32,059,670 $4,971,783 126 Indirect & Induced $25,412,708 $7,918,517 296 Total $57,472,378 $12,890,300 421 IMPACT FEE GENERATION Road Impact Fees $3,743,527 Fire Impact Fees $352,457 Police Impact Fees $451,541 School Impact Fees $457,483 Park Impact Fees $1,373,833 Total Impact Fees $6,378,841 FLORIDA ECONOMIC ADVISORS Peal Eslare &Corporate Economics 6 Summary Table A.6 Eastside Ridge Development , Phase 4 Miami (Miami -Dade County), Florida Presentation of Economic and Fiscal Impacts NOTICE This au bmRtal needs to be scheduled fora public hearing In accordance wA 1 h mellnee set forth in the City of Miami Code. The applicable decision -malting body will review the Infonmaton at the public hearing to render a recommendation or a final decia on. FISCAL IMPACTS (5, 10, AND 20 YEAR HORIZONS) 5-Year Period 10-Year Period 20-Year Period I. Ad Valorem Revenue City of Miami $8,675,029 $18,731,765 $43,905,691 Miami -Dade School Board $7,740,210 $16,713,236 $39,174,427 S. Florida Water Mgmt. Dist. $125,077 $270,075 $633,033 Everglades Construction Project $41,258 $89,087 $208,813 Okeechobee Basin $129,420 $279,453 $655,014 FIND $34,744 $75,021 $175,843 County Operating $5,067,020 $10,941,086 $25,644,990 County Debt Service $518,982 $1,120,624 $2,626,648 Library District $308,349 $665,810 $1,560,603 Children's Trust Authority $489,341 $1,056,622 $2,476,633 Total Ad Valorem Revenue $23,129,430 $49,942,778 $117,061,695 II. Net Operating Fiscal Surplus to the City of Miami Upon Completion $3,434,700 $7,416,458 $17,383,557 ECONOMIC IMPACTS OUTPUT EARNINGS EMPLOYMENT III. Construction Economic Impacts Direct $227,225,890 $66,919,346 1,189 Indirect & Induced $192,301,270 $62,644,856 1,611 Total $419,527,160 $129,564,202 2,800 IV. Recurring Annual Economic Impacts Direct $41,095,918 $6,841,349 176 Indirect & Induced $32,423,706 $10,460,801 400 Total $73,519,624 $17,302,150 576 IMPACT FEE GENERATION Road Impact Fees $4,272,959 Fire Impact Fees $388,707 Police Impact Fees $494,641 School Impact Fees $494,549 Park Impact Fees $1,485,141 Total Impact Fees $7,135,996 FLORIDA ECONOMIC ADVISORS Peal Esmre &Corporate Economics 7 Summary Table A.7 Eastside Ridge Development, Phase 5 Miami (Miami -Dade County), Florida Presentation of Economic and Fiscal Impacts ThIs submtal needs to be scheduled for a public hearing In accordance wth timelines set forth in the City of Miami Code. The applicable decision-mahing bodywlll review the information at the public hearing to render a recommendag on or a final decla on. PZ-21-10809 08/20/21 FISCAL IMPACTS (5, 10, AND 20 YEAR HORIZONS) 5-Year Period 10-Year Period --14462 20-Year Period I. Ad Valorem Revenue City of Miami $7,337,393 $15,843,442 $37,135,703 Miami -Dade School Board $6,546,718 $14,136,157 $33,133,971 S. Florida Water Mgmt. Dist. $105,791 $228,431 $535,423 Everglades Construction Project $34,896 $75,351 $176,615 Okeechobee Basin $109,464 $236,363 $554,014 FIND $29,386 $63,453 $148,729 County Operating $4,285,717 $9,254,037 $21,690,690 County Debt Service $438,958 $947,830 $2,221,635 Library District $260,803 $563,146 $1,319,967 Children's Trust Authority $413,888 $893,697 $2,094,751 Total Ad Valorem Revenue $19,563,014 $42,241,908 $99,011,500 II. Net Operating Fiscal Surplus to the City of Miami Upon Completion $4,329,695 $9,348,998 $21,913,269 ECONOMIC IMPACTS OUTPUT EARNINGS EMPLOYMENT III. Construction Economic Impacts Direct $192,189,052 $56,600,794 1,005 Indirect & Induced $162,649,595 $52,985,404 1,363 Tota I $354,838,647 $109,586,198 2,368 IV. Recurring Annual Economic Impacts Direct $102,171,300 $26,214,978 458 Indirect & Induced $82,197,302 $27,976,145 918 Total $184,368,602 $54,191,123 1,376 IMPACT FEE GENERATION Road Impact Fees $4,859,600 Fire Impact Fees $275,528 Police Impact Fees $297,820 School Impact Fees $174,669 Park Impact Fees $524,534 Total Impact Fees $6,132,150 FLORIDA ECONOMIC ADVISORS Peal Enare &Corporate Economics 8 B: Phase 1 Economic/Fiscal Impacts, and Explanation of Methodologies for the Study The Phase 1 vertical development program for income -generating uses, present A.1, includes the following: • Multifamily Residential: 508,060 square feet, 623 units • Retail: 51,450 square feet • Office: 20,000 square feet ThIs submittal needs to be scheduled for a public hearing in accordance w r timelines set forth in the City of Miami Cole. The applicable decision -malting body will renew the information at the public hearing to render a recommended on or a final decld on. Table B.1, presented below, estimates the construction value of this development phase at $200.9 million. Assuming the construction value of this phase would be reflective of an assessed value, taxable values are calculated at 90% of assessed value. This would reflect a taxable value for Phase 1 development of $180.8 million. This valuation drives the ad valorem revenue estimates presented in later report tables. Table B.1: Eastside Ridge Development, Phase 1 Miami (Miami -Dade County), Florida Project Valuation Assumptions (2021 Dollars) MARKET/JUST VALUATION TAXABLE VALUATION @ 90% Phase 1 $200,901,159 $180,811,043 The subject property is located in Millage District 0100 (City of Miami), with a total ad valorem assessment of 21.3030 mills. The various taxing authorities and their corresponding millages are listed below in Table B.2. Project taxable value is multiplied by the millage rates for each of the corresponding local and regional taxing authorities to arrive at estimates of ad valorem revenue generation for each of the local and regional authorities. These authorities include: • The City of Miami • Miami -Dade County • Miami -Dade School Board • Children's Trust Authority • South Florida Water Management District • Florida Inland Navigation District (FIND) • Everglades Construction Project • Okeechobee Basin FLORIDA ECONOMIC ADVISORS Peal Esmre &Corporate Economics 9 4 PU$Lt Table B.2: Eastside Ridge Development, Phase 1 Miami (Miami -Dade County), Florida Applicable Ad Valorem Millages Millage Code 0100 - City of Miami City of Miami Miami Operating Miami Debt Service TOTAL CITY OF MIAMI Miami -Dade School Board Operating Debt Service TOTAL MIAMI-DADE SCHOOLS Regional Millages S. Florida Water Mgmt. Dist. Everglades Construction Project Okeechobee Basin FIND* Countywide Millages County Operating County Debt Service Library District Children's Trust Authority *FIND = Florida Inland Navigation District 7.6665 0.3235 7.9900 6.9360 0.1930 7.1290 0.1152 0.0380 0.1192 0.0320 4.6669 0.4780 0.2840 0.4507 NOTICE This submittal needs to be scheduled fora pubic hearing In accorrlance whh Idmatinee set forth in the City of Miami Code. The appll®de decision -malting body NOR rosiew the information at the public hearing to render a recommended on or a final decla on. PZ-21-10809 08/20/21 VIEW Tables B.3 presents annual estimates of ad valorem revenue generation for each of the taxing authorities previously noted from Phase 1 development. These estimates are calculated over a 20-year time period and assume a fully built -out and occupied project, as well as 3 percent annual escalation in property values. FLORIDA ECONOMIC ADVISORS Peal Estate &Corporate Economics 10 AD VALOREM REVENUE ESTIMATES Ad Valorem Revenue Estimates from Project C U a H 0 H 1, Ol 00 L(1 c-I 1, In LID- N a• -I 1� N N O M L0 L0 00 M M Ol N M N N M N L l 00 N L(1 N O 0 dr- - a i N. 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The appll®de decision -malting body will renew the information at the public hearing to render a recommended on or a final decla on. PZ-21-10809 08/20/21 FLORIDA ECONOMIC ADVISORS Peal Estate &Corporate Economics 11 Table B.4 illustrates the applicable impact fee schedule for the Sab development, given the subject property's location: Table B.4: Miami -Dade County Impact Fees Eastside Ridge Development This submittal needs to be scheduled for a pubic hearing In accordance wth timelines set forth in the City of Miami Code. The applicable decision -malting body will review the information at the public hearing to render a recommended on or a final decla on. PZ-21-10809 08/20/21 Office (Per Sq. Retail (Per Hotel (Per MF (Per DU) Foot) Sq. Foot) Room/SF) Road $4,288.15 $15.5518 $14.0481 $8,894.42 Fire $447.01 $0.3551 $0.4780 $0.4780 Police $583.31 $0.4048 $0.4048 $0.4048 School $612.00 Parks (Middle) $1,837.85 Source: Miami -Dade County Zoning Department Based on the rates denoted in Table B.4, and the project's overall mix and intensity of uses, construction for Phase 1 of the Sabal Palm Village project is estimated to generate nearly $6.5 million in development impact fees. Table B.5: Eastside Ridge Development, Phase 1 Estimated Impact Fee Generation - Miami -Dade County Based on Retail Inventory of; 51,450 sq. feet retail Office Inventory of; 20,000 sq. feet office and Multifamily Residential Inventory of 623 dwelling units and Hotel Inventory of 0 0 sq. ft. - rooms Retail Multifamily Office Hotel Total Road $722,775 $2,672,623 $311,036 $0.00 $3,706,434 Fire $24,593 $278,602 $7,102 $0.00 $310,298 Police $20,827 $363,552 $8,096 $0.00 $392,475 School $381,434 $381,434 Parks (Middle Dist.) $1,145,454 $1,145,454 Total Impact Fees $768,195 $4,841,666 $326,234 $0 $5,936,095 Fiscal impact analysis, as defined by Burchell, et. al. in The New Practitioner's Guide to Fiscal Impact Analysis, is "a projection of the direct, current, public costs and revenues associated with residential or nonresidential growth to the local jurisdiction in which this growth takes place." The Sabal Palm Village fiscal analysis is the product of a customized input-output model based on the existing (FY 2020-21) general fund budget structure of the City of Miami. The model uses a modified -per capita, average cost approach to determining net fiscal FLORIDA ECONOMIC ADVISORS Real Estate &Corporate Economics 12 impacts. The "modified" per capita reference to the fiscal methodolog operating revenue and cost projections are not solely based on new populati Table B.6 Eastside Ridge Development Fiscal Impact Analysis - City of Miami General Fund FY 2020/21 General Fund Revenue Sources Ad Valorem Taxes Franchise Fees & Other Taxes Charges for Services Intergovernmental Revenues Licenses & Permits Fines & Forfeitures Other Revenues Interest Transfers In TOTALS Less Ad Val, Interest, Transfers In GF Expenditures by Function Public Safety Public Works General Government Non -Departmental Accounts Parks & Recreation Transfers Out Planning & Development Real Estate & Asset Management Risk Management Housing & Community Development TOTALS Less Transfers Out 424,600,000 117,600,000 113,300,000 67,200,000 66,600,000 7,600,000 7,400,000 4,800,000 4,200,000 813,300,000 379,700,000 435,700,000 96,300,000 84,000,000 55,500,000 51,500,000 45,200,000 27,300,000 13,600,000 3,300,000 960,000 813,360,000 768,160,000 This submittal needs to be scheduled for a pubic hearing In accordance wah timelines set forth in the City of Miami Code. The applies de decision -malting body will review the information at the public hearing to render a recormrended on or a final decla on. PZ-21-10809 08/20/21 In order to enhance the forecast accuracy of the fiscal model, several adjustments have been made: • Ad valorem revenue projections are based on estimates of the future value of new residential and nonresidential development, applying local millages to the projected annual values. • Major revenue and expense items were allocated across the local population and employment base, as opposed to just the population. This helps to account for the fact that the city budget serves residents and employees, as well as residential and FLORIDA ECONOMIC ADVISORS Peal Esmre &Corporate Economics 13 nonresidential development. To illustrate, we look at the modified per c for public works in the City of Miami. Budget estimates indicate a FY 2 fund expenditure of $96.3 million. This cost allocation is divided by a city 497,924 and employment base of 207,433: $96,300,000 = $136.53 per capita/employee 497,924 + 207,433 This submittal needs to be scheduled for a pubic hearing In accordance wbh timelines set forth in the City of Miami Code. The appbcabie decision -malting body will review the information at the public hearing to render a recommendahon or a final decid on. PZ-21-10809 08/20/21 The "employee" factor in the formula denominator is used as a proxy for local businesses served by City government functions, and should not be mis-interpreted as an FTE employment estimate. The per capita/employee estimates are applied to the forecasts of population and employment growth, in order to generate projections of annual non -ad valorem operating revenue and costs attributable to the City of Miami from new population and employment within the Sabal Palm Village development. The non -ad valorem aggregate revenue and cost metrics used for this project are as follows: • Total non -ad valorem operating revenue: $538.31 per capita/employee (this estimate also nets out interest earnings and transfers in as revenue sources) • Total operating expenditures: $1,089.94 per capita/employee (this estimate nets out transfers out as an expenditure item) The "netting out" of the aforementioned budget items is necessary to isolate revenue and expenditure categories that are only attributable to new growth and development, as is the case with this project. The Phase 1 buildout resident population for Sabal Palm Village is estimated at 1,247 persons (@ 2.0 persons per household), and the attendant employment base is projected to be 220 FTE workers, considering the multifamily, retail, and office uses. Given the aforementioned methodology and assumptions, Table B.7 illustrates the annual net fiscal impacts to the City of Miami from Sabal Palm Village Phase 1 over a 20-year horizon. In total, this phase is estimated to generate a $17.1 million operating fiscal surplus to the City of Miami for the 20-year period following full project occupancy and operation. FLORIDA ECONOMIC ADVISORS Peal Eshre &Corporate Economics 14 4 PURL/ G 0 4- a. Table B.7: Eastside Ridge Development, Phase 1 Annual Operating (General Fund) Fiscal Impacts to the City of Miami Upon Phase 1 Completion - 20 Year Horizon Year 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 TOTALS: NOTICE This submittal needs to be scheduled fora pubic hearing In accorrlance whh Idmatinee set forth in the City of Miami Code. The appll®de decision -malting body NOR rosiew he information at the public hearing to render a recommended on or a final decla on. 44, RtVIEW COY - Ad Valorem Non Ad -Valorem Operating Revenues Revenues Expenditures $1,444,680 $789,558 $1,597,332 $1,488,021 $813,245 $1,645,252 $1,532,661 $837,642 $1,694,609 $1,578,641 $862,771 $1,745,448 $1,626,000 $888,654 $1,797,811 $1,674,780 $915,314 $1,851,745 $1,725,024 $942,774 $1,907,298 $1,776,774 $971,057 $1,964,517 $1,830,078 $1,000,188 $2,023,452 $1,884,980 $1,030,194 $2,084,156 $1,941,529 $1,061,100 $2,146,680 $1,999,775 $1,092,933 $2,211,081 $2,059,769 $1,125,721 $2,277,413 $2,121,562 $1,159,493 $2,345,735 $2,185,208 $1,194,277 $2,416,108 $2,250,765 $1,230,106 $2,488,591 $2,318,288 $1,267,009 $2,563,249 $2,387,836 $1,305,019 $2,640,146 $2,459,471 $1,344,170 $2,719,350 $2,533,256 $1,384,495 $2,800,931 $38,819,099 $21,215,719 $42,920,902 $17,113,916 Net Fiscal Impact $636,906 $656,014 $675,694 $695,965 $716,844 $738,349 $760,500 $783,315 $806,814 $831,019 $855,949 $881,628 $908,076 $935,319 $963,378 $992,280 $1,022,048 $1,052,709 $1,084,291 $1,116,819 PZ-21-10809 08/20/21 We now turn to the discussion of estimated economic impacts to the Miami -Dade County economy from the construction and occupancy of the Sabal Palm Village Phase 1 development. While fiscal impact analysis focuses on revenues and costs attributable to local government from the development and operation of a project, economic impact analysis addresses matters related to the creation and sustainability of business activities. These activities are frequently measured in terms of business output (sales), job creation, and employee earnings. Another distinguishing feature of economic impact analysis is its ability to measure the dynamic nature of economic relationships, where the operation of a single enterprise spins off additional business activity in other supporting industry sectors. Economists use a technique called multiplier analysis to estimate what the overall impacts to an area may be, from a single economic activity or event. For purposes of this work program, FEA employed the RIMS -II Regional Input -Output Modeling System to estimate the FLORIDA ECONOMIC ADVISORS Peal Estate &Corporate Economics 15 expected economic impacts to Miami -Dade County from the Sabal development. Further technical descriptions of the RIMS -II system are provi of this report section. This submittal needs to be scheduled for a public hearing In accordance wth timelines set forth in the City of Mlaml Code. The appllcabie decision-mahing body will review the information at the public hearing to render a recommendation or a final decly on. In order to have a basic understanding of the direct economic activity that will be cre Phase 1 construction of the Sabal Palm Village development, we first need to determine the number of construction personnel that will be working onsite, and what level of output and earnings they will generate. This methodology is summarized in Table B.B. PZ-21-10809 08/20/21 Table B.8: Eastside Ridge Development, Phase 1 Miami (Miami -Dade County), Florida Estimates of Direct Economic Activity from Construction 1 Total Value of Construction, United States 2 Total Construction Employment, United States 3 Constuction Value Output Per Employee (1 / 2) 4 Construction Value of Eastside Ridge Project 5 Estimated # of Construction Employees, Eastside Ridge (4 / 3) 6 Avg. Construction Wage, Miami -Dade County 7 Aggregate Construction Employee Earnings, Eastside Ridge (5 x 6) Footnotes: (1) Source: U.S. Bureau of the Census (2) Source: U.S. Department of Labor (4) Source: Client 1(6) Source: Florida Department of Economic Opportunity $1,404,027,000,000 7,345,000 $191,154 $200,901,159 1,051 $56,296 $59,166,560 Aggregate labor estimates indicate that the 7.35 million construction employees in the United States were responsible for creating $1.4 trillion worth of annual construction value, for a value per employee of $191,154. Applying that value per employee to the $200.9 million Sabal Palm Village Phase 1 program would suggest the project will directly employ 1,051 full-time equivalent (FTE) construction workers. At an average annual wage of $56,296, these workers would realize $59.17 million in aggregate annual earnings for the project's construction life. This means that direct construction economic impacts for Phase 1 of Sabal Palm Village are as follows: • Output: $200,901,159 • Earnings: $59,166,560 • Employment: 1,051 FTE Jobs Now with an understanding of the direct economic impacts, we transition to the RIMS -II multiplier model to see how much additional economic activity would be generated or supported in Miami -Dade County as a result of project construction. FLORIDA ECONOMIC ADVISORS Peal Esmre &Corporate Economics 16 Two additional waves of economic activity will be generated from the onsi activity at Sabal Palm Village. These are called indirect and induced im impacts result from the activity of area businesses who would be direct su construction companies building the project. Examples could include buildin suppliers, accountants, or other businesses supporting the construction firms buil project. Induced impacts are those impacts created from the spending of the construction employees at local area businesses for personal goods and services. In this case, think grocers, dry cleaners, restaurants, etc. 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 -making body NOR review the information at the public hearing to render a recormendabon or a final decla on. Table B.9: Eastside Ridge Miami (Miami -Dade Estimates of Total Development, Phase 1 County), Florida Economic Activity from Construction Economic Variable RIMS -II Multipliers Direct Impacts Indirect/Induced Impacts Total Impacts Output Earnings Employment 1.8463 0.5702 12.3233 $200,901,159 $59,166,560 1,051 $170,022,651 $55,387,281 1,425 $370,923,810 $114,553,841 2,476 PZ-21-10809 08/20/21 The RIMS -II final demand multipliers, developed by the U.S. Department of Commerce, are a result of systematic analysis conducted by regional economists that evaluate changes in the economic output of all area industries resulting from changes in a single industry. All multipliers are driven from direct output, and result in total impact projections for output, employment, and earnings. From these direct and total impact estimates, analysts can "back into" calculations for indirect and induced output, earnings, and employment for the market. Thus, while construction at Sabal Palm Village will generate $200.9 million in direct business output, $59.2 million in direct employee earnings, and 1,051 FTE jobs, economic spinoff effects will create or support an additional $170 million in output, $55.4 million in earnings, and 1,425 jobs. This creates total economic activity in Miami -Dade County of $370.9 million in business output, $114.6 million in earnings, and 2,476 FTE jobs. An important note: These impacts are evaluated as "one-time" impacts for the construction life of the project and should not be interpreted as recurring impacts once the project is completed. All values are shown in current year dollars Permanent (recurring) economic impacts for the Sabal Palm Village Phase 1 will come from the direct spending of households living in the project, as well as the ongoing activities of onsite personnel engaged in management, leasing, maintenance, and security activities. Various multifamily industry sources have stated a range of 10 to 14 onsite personnel in total is adequate to staff normal operations at a 300-unit multifamily complex. For purposes of this analysis, FEA uses a midpoint ratio of 12 FTE onsite personnel per 300 FLORIDA ECONOMIC ADVISORS Peal Esmre &Corporate Economics 17 units. The blended average wage of these employees is calculated to be $ generating $1.24 million in direct annual earnings. For household "out consumer spending of residents, the average retail spending of the 623 calculated as follows: At an average rent of $1,750 per month, factoring i Thls submittal needs to be scheduled for a pubic hearing in accord ante with timelines set forth in the City of Miami Gentle. The applicable decision -malting body will review the information at the public hearing to render a recommendaton or a final decid on. payment ceiling of 25% of total income, this yields an average annual income for r households at $84,000. Data published in the U.S. Consumer Expenditure Survey reveals that households spend 75.6 percent of their income on personal consumption items, with 40 percent of that spending being retail. Factoring out 11.8 percent of that retail spending for online purchases, leaves a "local" retail spending estimate of $22,394 for Sabal Palm Village households. Multiplying the $32,717 by the 623 households would provide a "proxy" direct output estimate for Phase 1 multifamily of $13,956,959. Retail output and employment is based on multiplying the square footage of retail space by $400 per square foot sales, and 1 FTE employee per 400 square feet of space. Office output and employment is based on a 1.9x output/wage ratio (with an estimated annual employee wage of $85,513), and 1 FTE employee per 300 square feet of space. For later phases, where hotel uses are included, metrics include 0.6 employees per room, an employee wage of $35,569, and revenue of $210 per square foot. PZ-21-10809 08/20/21 Once Phase 1 of Sabal Palm Village is fully built -out and leased, the project will generate $45.4 million in direct business output, $11.6 million in direct employee earnings, and 220 FTE jobs. The economic spinoff effects will create or support an additional $36.9 million in output, $10.7 million in earnings, and 426 jobs. This creates total economic activity in Miami -Dade County of $82.3 million in business output, $22.3 million in earnings, and 646 FTE jobs. An important note: These impacts are evaluated as recurring, annual impacts for the duration of the project's life, once it is completed. All values are shown in current year dollars. FLORIDA ECONOMIC ADVISORS Peal Esmre &Corporate Economics 18 4 PURL/ G 0 4- a. Table B.10: Eastside Ridge Development, Phase 1 Miami (Miami -Dade County), Florida Estimates of Total Economic Activity from Lease Out & Occupancy Multifamily Apartment NOTICE This submKtal needs to be scheduled fora pubic hearing In accordance whh Idmatinee set forth in the City of Miami Code. The appll®de decision -malting body will review the information at the public hearing to render a recommended on or a final decia on. Economic Variable RIMS -II Multipliers Direct I mpacts I ndi rect/Induced I mpacts Total I mpacts Output** Earnings Employment 1.0916 0.2914 8.0741 $13,956,959 $1,235,546 25 $11,364,303 $2,831,512 88 $25,321,263 $4,067,058 113 Retail Economic Variable RIMS -II Multipliers Direct I mpacts Indirect/Induced I mpacts Total I mpacts Output** Earnings Employment 1.7691 0.523 18.6873 $20,580,000 $4,688,124 129 $15,828,078 $6,075,216 256 $36,408,078 $10,763,340 385 Office Economic Variable RIMS -II Multipliers Direct I mpacts Indirect/Induced I mpacts Total I mpacts Output** Earnings Employment 1.8958 0.6912 13.7242 $10,831,693 $5,700,891 67 $9,703,030 $1,785,975 82 $20,534,723 $7,486,866 149 Hotel Economic Variable RIMS -II Multipliers Direct Impacts Indirect/Induced Impacts Total Impacts Output** 1.7550 $0 $0 $0 Earnings 0.4575 $0 $0 $0 Employment 12.0526 0 0 0 Total Economic Variable RIMS -II Multipliers Direct Impacts Indirect/Induced Impacts Total Impacts Output** $45,368,652 $36,895,412 $82,264,064 Ea rnings $11,624,561 $10,692,703 $22,317,264 Employment 220 426 646 **Note: Value Added multiplier of 0.6620 was added to the output multiplier of 1.0916 in order to account for output driven by household spending PZ-21-10809 08/20/21 !EW COV FLORIDA ECONOMIC ADVISORS Peal Estate &Corporate Economics 19 The economic impacts to Miami -Dade County from the proposed develo was estimated using the RIMS -II economic impact model methodol multipliers can be estimated for any region composed of one or more co any industry, or group of industries, in the national 1-0 table. These multipli ThIs submittal needs to be scheduled for a pubic hearing in accordance whh timelines set forth in the City of Miami Code. The appllcabie decision -malting body will review the information at the public hearing to render a recommendat on or a final decla on. suited for estimating the impacts of small changes on a regional economy. To of use the multipliers for impact analysis, users must provide geographically and industrially detailed information on the initial changes in output, earnings, or employment that are associated with the project or program under study. The multipliers can then be used to estimate the total impact of the project or program on regional output, earnings, and employment. PZ-21-10809 08/20/21 Systematic analysis of economic impacts must account for the inter -industry relationships within regions because these relationships largely determine how regional economies are likely to respond to project and program changes. Thus, regional input-output (1-0) multipliers, which account for inter -industry relationships within regions, are useful tools for conducting economic impact analysis. RIMS II is based on an accounting framework called an 1-0 table. For each industry, an I- O table shows the industrial distribution of inputs purchased and outputs sold. A typical 1-0 table in RIMS II is derived mainly from two data sources: The U.S. Bureau of Economic Analysis (BEA) national 1-0 table, which shows the input and output structure of nearly 500 U.S. industries, and BEA's regional economic accounts, which are used to adjust the national 1-0 table to show a region's industrial structure and trading patterns. The national 1-O table, which shows the input and output structure for approximately 500 industries. Since a particular region may not contain all the industries found at the national level, some direct input requirements cannot be supplied by that region's industries. Input requirements that are not produced in a study region are identified using BEA's regional economic accounts. The RIMS II method for estimating regional 1-0 multipliers can be viewed as a three -step process. In the first step, the producer portion of the national 1-0 table is made region - specific by using four -digit SIC location quotients. In the second step, the household column from the national 1-0 table is made region -specific. In the last step, the Leontief inversion approach is used to estimate multipliers. This inversion approach produces output, earnings, and employment multipliers, which can be used to trace the impacts of changes in final demand on the directly and indirectly affected industries. Empirical tests indicate that RIMS II yields multipliers that are not substantially different in magnitude from those generated by regional 1-0 models based on highly specified and expensive surveys. For example, a comparison of 224 industry -specific multipliers from survey -based tables for Texas, Washington, and West Virginia indicates that RIMS II average multipliers overstate the average multipliers from the survey -based tables by approximately 5 percent. For the majority of individual industry -specific multipliers, the FLORIDA ECONOMIC ADVISORS Peal Eslare &Corporate Economics 20 difference between RIMS II and survey -based multipliers is less than addition, RIMS II and survey multipliers show statistically similar distributi industries. NOTICE This submittal needs to be scheduled for a pubic hearing in accordance wM tlmelinm set forth in the City of Miami Cote. The eppllcabie decision -malting body will review the information at the public hearing to render a reoerrinnendat on or a final decid on. PZ-21-10809 08/20/21 Industry Category Spending has to be classified by spending category consistent industry classification used by RIMS (see section below on spending categories). Year of Expenditure The time of expenditure needs to be specified in order to determine the time period of the economic consequences and in order to adjust the spending to current dollars for use in the estimation of jobs. The RIMS models were calibrated on current dollars and the estimate of jobs requires spending inputs in terms of current dollars. Location The spending location also needs to be specified so that the multipliers for the appropriate region can be applied. In order to apply RIMS II multipliers, direct economic data for the project in question is required. The results of a RIMS II analysis are expressed in terms of three measures of economic activity: Earnings (sometimes expressed as wages and salaries), Output (sometimes referred to as economic activity, or sales), and Jobs. Earnings Earnings refers to a measure, expressed in millions of dollars, of the change in the value earnings that are received by households from the production of regional goods and services for the time period covered by the cost estimate. Output This is a measure of the economic activity created by the spending. It refers to the change in the dollar value of production in all sectors of the economy to satisfy the new demands resulting from spending. Each time a dollar changes hands for products or services it increases the measure of output. By including products as well as labor, the output measure is inclusive of and typically significantly larger than the measure of earnings. Economic output is typically referred to as the Gross Domestic Product (GDP) at the national level. The measure of output is in the same year dollars as the measure of spending used in the calculation. Jobs This measure refers to the employment or jobs expressed as full-time person years of employment. The measure refers to person years of employment, regardless of the term over which spending is aggregated in the input. Jobs are estimated by adjusting the year of spending to calibration year dollars. The jobs multipliers are expressed in terms of jobs per million dollars of spending. FLORIDA ECONOMIC ADVISORS Real Estate &Corporate Economics 21 P U 4 0 4- Q C: Phase 2 Economic and Fiscal Impacts The Phase 2 vertical development program for income -generating uses, prese A.1, includes the following: • Multifamily Residential: 378,832 square feet, 465 units • Retail: 50,202 square feet • Office: 19,000 square feet • Hotel: 152,029 square feet, 162 rooms NOTICE This submittal needs to be' scheduled fora pubic hearing In acoorrlanre whh Idmatinee set forth in the City of Miami Code. The appLIca o decision -malting body NOR resiew the information at the public hearing to render a recommended on or a final decM on. PZ-21-10809 08/20/21 w VIEW CO�Q�. For this section (and remaining sections of the report), methodology discussions and procedural tables will not be presented, as they would reflect a redundancy from the information presented in Section B of the report. The remaining report sections will predominantly present output tables for each phase. Table C1: Eastside Ridge Development , Phase 2 Miami (Miami -Dade County), Florida Project Valuation Assumptions (2021 Dollars) MARKET/JUST VALUATION TAXABLE VALUATION @ 90% Phase 2 $215,073,759 $193,566,383 FLORIDA ECONOMIC ADVISORS Real Estate &Corporate Economics 22 Table C2: Eastside Ridge Development, Phase 2 Miami (Miami -Dade County), Florida Ad Valorem Revenue Estimates from Project Assessed/Txbl. Year Valuation 1 $193,566,383 2 $199,373,375 3 $205,354,576 4 $211,515,213 5 $217,860,669 6 $224,396,490 7 $231,128,384 8 $238,062,236 9 $245,204,103 10 $252,560,226 11 $260,137,033 12 $267,941,144 13 $275,979,378 14 $284,258,759 15 $292,786,522 16 $301,570,118 17 $310,617,221 18 $319,935,738 19 $329,533,810 20 $339,419,824 TOTALS: AD VALOREM REVENUE ESTIMATES City of Miami -Dade S. Florida Everglades Okeechobee County County Library Children's Miami Pub. Schools Water Mgmt. Construction Basin FIND Operating Debt Service District Trust TOTAL $1,546,595 $1,379,935 $22,299 $7,356 $23,073 $6,194 $903,355 $92,525 $54,973 $87,240 $4,123,545 $1,592,993 $1,421,333 $22,968 $7,576 $23,765 $6,380 $930,456 $95,300 $56,622 $89,858 $4,247,251 $1,640,783 $1,463,973 $23,657 $7,803 $24,478 $6,571 $958,369 $98,159 $58,321 $92,553 $4,374,669 $1,690,007 $1,507,892 $24,367 $8,038 $25,213 $6,768 $987,120 $101,104 $60,070 $95,330 $4,505,909 $1,740,707 $1,553,129 $25,098 $8,279 $25,969 $6,972 $1,016,734 $104,137 $61,872 $98,190 $4,641,086 $1,792,928 $1,599,723 $25,850 $8,527 $26,748 $7,181 $1,047,236 $107,262 $63,729 $101,135 $4,780,318 $1,846,716 $1,647,714 $26,626 $8,783 $27,551 $7,396 $1,078,653 $110,479 $65,640 $104,170 $4,923,728 $1,902,117 $1,697,146 $27,425 $9,046 $28,377 $7,618 $1,111,013 $113,794 $67,610 $107,295 $5,071,440 $1,959,181 $1,748,060 $28,248 $9,318 $29,228 $7,847 $1,144,343 $117,208 $69,638 $110,513 $5,223,583 $2,017,956 $1,800,502 $29,095 $9,597 $30,105 $8,082 $1,178,673 $120,724 $71,727 $113,829 $5,380,290 $2,078,495 $1,854,517 $29,968 $9,885 $31,008 $8,324 $1,214,034 $124,346 $73,879 $117,244 $5,541,699 $2,140,850 $1,910,152 $30,867 $10,182 $31,939 $8,574 $1,250,455 $128,076 $76,095 $120,761 $5,707,950 $2,205,075 $1,967,457 $31,793 $10,487 $32,897 $8,831 $1,287,968 $131,918 $78,378 $124,384 $5,879,189 $2,271,227 $2,026,481 $32,747 $10,802 $33,884 $9,096 $1,326,607 $135,876 $80,729 $128,115 $6,055,564 $2,339,364 $2,087,275 $33,729 $11,126 $34,900 $9,369 $1,366,405 $139,952 $83,151 $131,959 $6,237,231 $2,409,545 $2,149,893 $34,741 $11,460 $35,947 $9,650 $1,407,398 $144,151 $85,646 $135,918 $6,424,348 $2,481,832 $2,214,390 $35,783 $11,803 $37,026 $9,940 $1,449,620 $148,475 $88,215 $139,995 $6,617,079 $2,556,287 $2,280,822 $36,857 $12,158 $38,136 $10,238 $1,493,108 $152,929 $90,862 $144,195 $6,815,591 $2,632,975 $2,349,247 $37,962 $12,522 $39,280 $10,545 $1,537,901 $157,517 $93,588 $148,521 $7,020,059 $2,711,964 $2,419,724 $39,101 $12,898 $40,459 $10,861 $1,584,038 $162,243 $96,395 $152,977 $41,557,598 $37,079,363 $599,178 $197,646 $619,983 $166,438 $24,273,486 $2,486,174 $1,477,141 $2,3 Table C3: Eastside Ridge Development, Phase 2 Estimated Impact Fee Generation - Miami -Dade County Based on Retail Inventory of; Office Inventory of; and Multifamily Residential Inventory of and Hotel Inventory of 152,029 Road Fire Police School Parks (Middle Dist.) Total Impact Fees 50,202 19,000 465 162 sq. feet retail sq. feet office dwelling units sq. ft. - rooms Retail Multifamily Office Hotel $705,243 $1,992,826 $295,484 $1,445,116 $23,997 $207,738 $6,747 $72,670 $20,322 $271,081 $7,691 $61,541 $284,414 $854,101 $749,561 $3,610,160 $309,922 $1,579,327 Total $4,438,668 $311,152 $360,635 $284,414 $854,101 $6, 248, 970 Table C4: Eastside Ridge Development, Phase 2 Annual Operating (General Fund) Fiscal Impacts to the City of Miami Upon Phase 2 Completion - 20 Year Horizon Ad Valorem Non Ad -Valorem Operating Net Fiscal Year Revenues Revenues Expenditures Impact 1 $1,546,595 $664,472 $1,344,274 $866,793 2 $1,592,993 $684,406 $1,384,602 $892,797 3 $1,640,783 $704,938 $1,426,140 $919,581 4 $1,690,007 $726,087 $1,468,925 $947,169 5 $1,740,707 $747,869 $1,512,992 $975,584 6 $1,792,928 $770,305 $1,558,382 $1,004,851 7 $1,846,716 $793,414 $1,605,134 $1,034,997 8 $1,902,117 $817,217 $1,653,288 $1,066,047 9 $1,959,181 $841,733 $1,702,886 $1,098,028 10 $2,017,956 $866,985 $1,753,973 $1,130,969 11 $2,078,495 $892,995 $1,806,592 $1,164,898 12 $2,140,850 $919,785 $1,860,790 $1,199,845 13 $2,205,075 $947,378 $1,916,613 $1,235,840 14 $2,271,227 $975,800 $1,974,112 $1,272,915 15 $2,339,364 $1,005,074 $2,033,335 $1,311,103 16 $2,409,545 $1,035,226 $2,094,335 $1,350,436 17 $2,481,832 $1,066,283 $2,157,165 $1,390,949 18 $2,556,287 $1,098,271 $2,221,880 $1,432,677 19 $2,632,975 $1,131,219 $2,288,537 $1,475,658 20 $2,711,964 $1,165,156 $2,357,193 $1,519,927 TOTALS: $41,557,598 $17,854,613 $36,121,147 $23,291,063 411y.PAi NOTICE submittal needs to be scheduled fora pubic hearing In accorrlance whh Idmatinee set forth in the City of lam Code. The appLI®de decision -malting body will Wew the information at the public hearing to render a recommendation or a final decla on. PZ-21-10809 08/20/21 FLORIDA ECONOMIC ADVISORS Peal Estate &Corporate Economics 24 Table C5: Eastside Ridge Development, Phase 2 Miami (Miami -Dade County), Florida Estimates of Total Economic Activity from Construction Economic Variable RIMS -II Multipliers Direct Impacts Indirect/Induced Impacts Total 114\\ Impacts Output 1.8463 $215,073,759 $182,016,922 $397,090,681 Earnings 0.5702 $63,340,473 $59,294,584 $122,635,057 Employment 12.3233 1,125 1,525 2,650 'Table C6: Eastside Ridge Development, Phase 2 Miami (Miami -Dade County), Florida Estimates of Total Economic Activity from Lease Out & Occupancy Multifamily Apartment Economic Variable RIMS -II Multipliers Direct Impacts Indirect/Induced Impacts Total Impacts Output** Earnings Employment 1.0916 0.2914 8.0741 $10,406,926 $921,278 19 $8,473,727 $2,111,300 65 $18,880,653 $3,032,578 84 Retail Economic Variable RIMS -II Multipliers Direct Impacts Indirect/Induced Impacts Total Impacts Output** Earnings Employment 1.7691 0.523 18.6873 $20,080,800 $4,574,406 126 $15,444,143 $5,927,852 250 $35,524,943 $10,502,258 375 Office Economic Variable RIMS -II Multipliers Direct Impacts Indirect/Induced Impacts Total Impacts Output** Earnings Employment 1.8958 0.6912 13.7242 $10,290,108 $5,415,846 63 $9,217,879 $1,696,676 78 $19,507,987 $7,112,523 141 Hotel Economic Variable RIMS -II Multipliers Direct Impacts Indirect/Induced Impacts Total Impacts Output** Earnings Employment 1.7550 0.4575 12.0526 $31,926,090 $3,467,433 97 $24,104,198 $11,138,753 287 $56,030,288 $14,606,186 385 Total Economic Variable RIMS -II Multipliers Direct Impacts Indirect/Induced Impacts Total Impacts Output** Earnings Employment $72,703,924 $14,378,963 305 $57,239,947 $20,874,582 680 $129,943,871 $35,253,545 985 **Note: Value Added multiplier of 0.6620 was added to the output multiplier of 1.0916 in order to account for output driven by household spending NOTICE This submittal needs to be scheduled fora pubic hearing In accorrlance whh Idmatinee set forth in the City of Miami Code. The appLIca o decision-mallIng body NOR rosiew the information at the public hearing to render a recommendation or a final decla on. PZ-21-10809 8/20/21 FLORIDA ECONOMIC ADVISORS Peal Estate &Corporate Economics 25 4 PURL/ c, 0 4- Q D: Phase 3 Economic and Fiscal Impacts The Phase 3 vertical development program for income -generating uses, prese A.1, includes the following: • Multifamily Residential: 609,356 square feet, 748 units • Retail: 38,300 square feet Table D1: Eastside Ridge Development, Phase 3 Miami (Miami -Dade County), Florida Project Valuation Assumptions (2021 Dollars) MARKET/JUST VALUATION TAXABLE VALUATION @ 90% Phase 3 $195,996,306 $176,396,675 NOTICE This submittal needs to be scheduled fora pubic hearing In accorrlance whh Idmatinee set forth in the City of Miami Code. The appLIca decision -malting body NOR resiew the information at the public hearing to render a recommended on or a final decla on. PZ-21-10809 08/20/21 w Ew c0 FLORIDA ECONOMIC ADVISORS Peal Estate &Corporate Economics 26 Table D2: Eastside Ridge Development, Phase 3 Miami (Miami -Dade County), Florida Ad Valorem Revenue Estimates from Project Assessed/Txbl. Year Valuation 1 $176,396,675 2 $181,688,575 3 $187,139,232 4 $192,753,409 5 $198,536,012 6 $204,492,092 7 $210,626,855 8 $216,945,660 9 $223,454,030 10 $230,157,651 11 $237,062,381 12 $244,174,252 13 $251,499,480 14 $259,044,464 15 $266,815,798 16 $274,820,272 17 $283,064,880 18 $291,556,827 19 $300,303,531 20 $309,312,637 City of Miami $1,409,409 $1,451,692 $1,495,242 $1,540,100 $1,586,303 $1,633,892 $1,682,909 $1,733,396 $1,785,398 $1,838,960 $1,894,128 $1,950,952 $2,009,481 $2,069,765 $2,131,858 $2,195,814 $2,261,688 $2,329,539 $2,399,425 $2,471,408 Miami -Dade S. Florida Everglades AD VALOREM REVENUE ESTIMATES Okeechobee County Pub. Schools Water Mgmt. Construction Basin FIND Operating $1,257,532 $1,295,258 $1,334,116 $1,374,139 $1,415,363 $1,457,824 $1,501,559 $1,546,606 $1,593,004 $1,640,794 $1,690,018 $1,740,718 $1,792,940 $1,846,728 $1,902,130 $1,959,194 $2,017,970 $2,078,509 $2,140,864 $2,205,090 $20,321 $20,931 $21,558 $22,205 $22,871 $23,557 $24,264 $24,992 $25,742 $26,514 $27,310 $28,129 $28,973 $29,842 $30,737 $31,659 $32,609 $33,587 $34,595 $35,633 $6,703 $6,904 $7,111 $7,325 $7,544 $7,771 $8,004 $8,244 $8,491 $8,746 $9,008 $9,279 $9,557 $9,844 $10,139 $10,443 $10,756 $11,079 $11,412 $11,754 $21,026 $21,657 $22,307 $22,976 $23,665 $24,375 $25,107 $25,860 $26,636 $27,435 $28,258 $29,106 $29,979 $30,878 $31,804 $32,759 $33,741 $34,754 $35,796 $36,870 $5,645 $5,814 $5,988 $6,168 $6,353 $6,544 $6,740 $6,942 $7,151 $7,365 $7,586 $7,814 $8,048 $8,289 $8,538 $8,794 $9,058 $9,330 $9,610 $9,898 $823,226 $847,922 $873,360 $899,561 $926,548 $954,344 $982,974 $1,012,464 $1,042,838 $1,074,123 $1,106,346 $1,139,537 $1,173,723 $1,208,935 $1,245,203 $1,282,559 $1,321,035 $1,360,667 $1,401,487 $1,443,531 $37,871,359 $33,790,353 $546,030 $180,114 $564,989 $151,675 $22,120,381 County Library Debt Service District $84,318 $50,097 $86,847 $51,600 $89,453 $53,148 $92,136 $54,742 $94,900 $56,384 $97,747 $58,076 $100,680 $59,818 $103,700 $61,613 $106,811 $63,461 $110,015 $65,365 $113,316 $67,326 $116,715 $69,345 $120,217 $71,426 $123,823 $73,569 $127,538 $75,776 $131,364 $78,049 $135,305 $80,390 $139,364 $82,802 $143,545 $85,286 $147,851 $87,845 Children's Trust $79,502 $81,887 $84,344 $86,874 $89,480 $92,165 $94,930 $97,777 $100,711 $103,732 $106,844 $110,049 $113,351 $116,751 $120,254 $123,861 $127,577 $131,405 $135,347 $139,40 $2,265,646 $1,346,116 $2, TOTAL $3,757,778 $3,870,512 $3,986,627 $4,106,226 $4,229,413 $4,356,295 $4,486,984 $4,621,593 $4,760,241 $4,903,048 $5,050,140 $5,201,644 $5,357,693 $5,518,424 $5,683,977 $5,854,496 $6,030,131 $6,211,035 $6,397,366 4 PURL, Table D3: Eastside Ridge Development, Phase 3 Estimated Impact Fee Generation - Miami -Dade County Based on Retail Inventory of; 38,300 sq. feet retail Office Inventory of; - sq. feet office and Multifamily Residential Inventory of 748 dwelling units and Hotel Inventory of 0 0 sq. ft. - rooms Road Fire Police School Parks (Middle Dist.) Retail Multifamily $538,042 $3,205,485 $18,307 $334,150 $15,504 $436,037 $457,483 $1,373,833 Total Impact Fees $571,853 $5,806,988 NOTICE This submittal needs to be scheduled fora pubic hearing in aordancewhh Idmatinee set forth in the City of Miami Code. The appli®de decision -ma ItIng body will rexew the Information at the public hearing to render a recommended on or a final decla on. Office Hotel Total $0 $0.00 $3,743,527 $0 $0.00 $352,457 $0 $0.00 $451,541 $457,483 $1,373,833 $0 $0 $6,378,841 Table D4: Eastside Ridge Development, Phase 3 Annual Operating (General Fund) Fiscal Impacts to the City of Miami Upon Phase 3 Completion - 20 Year Horizon Ad Valorem Non Ad -Valorem Operating Year Revenues Revenues Expenditures 1 $1,409,409 $872,434 $1,764,996 2 $1,451,692 $898,607 $1,817,946 3 $1,495,242 $925,565 $1,872,485 4 $1,540,100 $953,332 $1,928,659 5 $1,586,303 $981,932 $1,986,519 6 $1,633,892 $1,011,390 $2,046,114 7 $1,682,909 $1,041,732 $2,107,498 8 $1,733,396 $1,072,984 $2,170,723 9 $1,785,398 $1,105,174 $2,235,845 10 $1,838,960 $1,138,329 $2,302,920 11 $1,894,128 $1,172,479 $2,372,007 12 $1,950,952 $1,207,653 $2,443,168 13 $2,009,481 $1,243,883 $2,516,463 14 $2,069,765 $1,281,199 $2,591,957 15 $2,131,858 $1,319,635 $2,669,715 16 $2,195,814 $1,359,224 $2,749,807 17 $2,261,688 $1,400,001 $2,832,301 18 $2,329,539 $1,442,001 $2,917,270 19 $2,399,425 $1,485,261 $3,004,788 20 $2,471,408 $1,529,819 $3,094,932 TOTALS: $37,871,359 $23,442,635 $47,426,112 Net Fiscal Impact $516,847 $532,353 $548,323 $564,773 $581,716 $599,168 $617,143 $635,657 $654,727 $674,369 $694,600 $715,438 $736,901 $759,008 $781,778 $805,231 $829,388 $854,270 $879,898 $906,295 $13, 887, 883 PZ-21-10809 08/20/21 !EW COV FLORIDA ECONOMIC ADVISORS Peal Estate &Corporate Economics 28 4 PURL/ Table D5: Eastside Ridge Development, Phase 3 Miami (Miami -Dade County), Florida Estimates of Total Economic Activity from Construction G 0 Qe Q. Economic Variable RIMS -II Multipliers Direct Impacts Indirect/Induced Impacts Total Impacts Output Earnings Employment 1.8463 0.5702 12.3233 $195,996,306 $57,722,052 1,025 $165,871,673 $54,035,041 1,390 $361,867,979 $111,757,093 2,415 'Table D6: Eastside Ridge Development, Phase 3 Miami (Miami -Dade County), Florida Estimates of Total Economic Activity from Lease Out & Occupancy Multifamily Apartment Economic Variable RIMS -II Multipliers Direct Impacts Indirect/Induced Impacts Total Impacts Output** Earnings Employment 1.0916 0.2914 8.0741 $16,739,670 $1,481,887 30 $13,630,096 $3,396,053 105 $30,369,766 $4,877,940 135 Retail Economic Variable RIMS -II Multipliers Direct Impacts Indirect/Induced Impacts Total Impacts Output** Earnings Employment 1.7691 0.523 18.6873 $15,320,000 $3,489,896 96 $11,782,612 $4,522,464 191 $27,102,612 $8,012,360 286 Office Economic Variable RIMS -II Multipliers Direct Impacts Indirect/Induced Impacts Total Impacts Output** Earnings Employment 1.8958 0.6912 13.7242 $0 $0 0 $0 $0 0 $0 $0 0 Hotel Economic Variable RIMS -II Multipliers Direct Impacts Indirect/Induced Impacts Total Impacts Output** Earnings Employment 1.7550 0.4575 12.0526 $0 $0 0 $0 $0 0 $0 $0 0 Total Economic Variable RIMS -II Multipliers Direct Impacts Indirect/Induced Impacts Total Impacts Output** Earnings Employment $32,059,670 $4,971,783 126 $25,412,708 $7,918,517 296 $57,472,378 $12,890,300 421 **Note: Value Added multiplier of 0.6620 was added to the output multiplier of 1.0916 in order to account for output driven by household spending NOTICE This submittal needs to be scheduled fora pubic hearing In accorrlance whh Idmatinee set forth in the City of Miami Code. The appLIca o decision -malting body NOR rosiew the information at the public hearing to render a recommended on or a final decla on. PZ-21-10809 08/20/21 IEW COV FLORIDA ECONOMIC ADVISORS Peal Estate &Corporate Economics 29 PURL/ E: Phase 4 Economic and Fiscal Impacts The Phase 4 vertical development program for income -generating uses, prese A.1, includes the following: • Multifamily Residential: 658,726 square feet, 808 units • Retail: 57,500 square feet Table El: Eastside Ridge Development, Phase 4 Miami (Miami -Dade County), Florida Project Valuation Assumptions (2021 Dollars) MARKET/JUST VALUATION TAXABLE VALUATION @ 90% Phase 4 $227,225,890 $204,503,301 NOTICE This submittal needs to be scheduled fora pubic hearing In accorrlance whh Idmatinee set forth in the City of Miami Code. The appLIca decision -malting body NOR resiew the information at the public hearing to render a recommended on or a final decla on. PZ-21-10809 08/20/21 w Ew c0 FLORIDA ECONOMIC ADVISORS Peal Estate &Corporate Economics 30 Table E2: Eastside Ridge Development, Phase 4 Miami (Miami -Dade County), Florida Ad Valorem Revenue Estimates from Project Assessed/Txbl. Year Valuation 1 $204,503,301 2 $210,638,400 3 $216,957,552 4 $223,466,278 5 $230,170,266 6 $237,075,374 7 $244,187,636 8 $251,513,265 9 $259,058,663 10 $266,830,423 11 $274,835,335 12 $283,080,395 13 $291,572,807 14 $300,319,991 15 $309,329,591 16 $318,609,479 17 $328,167,763 18 $338,012,796 19 $348,153,180 20 $358,597,775 TOTALS: AD VALOREM REVENUE ESTIMATES City of Miami -Dade S. Florida Everglades Okeechobee County County Library Children's Miami Pub. Schools Water Mgmt. Construction Basin FIND Operating Debt Service District Trust TOTAL $1,633,981 $1,457,904 $23,559 $7,771 $24,377 $6,544 $954,396 $1,683,001 $1,501,641 $24,266 $8,004 $25,108 $6,740 $983,028 $1,733,491 $1,546,690 $24,994 $8,244 $25,861 $6,943 $1,012,519 $1,785,496 $1,593,091 $25,743 $8,492 $26,637 $7,151 $1,042,895 $1,839,060 $1,640,884 $26,516 $8,746 $27,436 $7,365 $1,074,182 $1,894,232 $1,690,110 $27,311 $9,009 $28,259 $7,586 $1,106,407 $1,951,059 $1,740,814 $28,130 $9,279 $29,107 $7,814 $1,139,599 $2,009,591 $1,793,038 $28,974 $9,558 $29,980 $8,048 $1,173,787 $2,069,879 $1,846,829 $29,844 $9,844 $30,880 $8,290 $1,209,001 $2,131,975 $1,902,234 $30,739 $10,140 $31,806 $8,539 $1,245,271 $2,195,934 $1,959,301 $31,661 $10,444 $32,760 $8,795 $1,282,629 $2,261,812 $2,018,080 $32,611 $10,757 $33,743 $9,059 $1,321,108 $2,329,667 $2,078,623 $33,589 $11,080 $34,755 $9,330 $1,360,741 $2,399,557 $2,140,981 $34,597 $11,412 $35,798 $9,610 $1,401,563 $2,471,543 $2,205,211 $35,635 $11,755 $36,872 $9,899 $1,443,610 $2,545,690 $2,271,367 $36,704 $12,107 $37,978 $10,196 $1,486,919 $2,622,060 $2,339,508 $37,805 $12,470 $39,118 $10,501 $1,531,526 $2,700,722 $2,409,693 $38,939 $12,844 $40,291 $10,816 $1,577,472 $2,781,744 $2,481,984 $40,107 $13,230 $41,500 $11,141 $1,624,796 $2,865,196 $2,556,444 $41,310 $13,627 $42,745 $11,475 $1,673,540 $97,753 $58,079 $92,170 $4,356,534 $100,685 $59,821 $94,935 $4,487,230 $103,706 $61,616 $97,783 $4,621,847 $106,817 $63,464 $100,716 $4,760,502 $110,021 $65,368 $103,738 $4,903,317 $113,322 $67,329 $106,850 $5,050,417 $116,722 $69,349 $110,055 $5,201,929 $120,223 $71,430 $113,357 $5,357,987 $123,830 $73,573 $116,758 $5,518,727 $127,545 $75,780 $120,260 $5,684,288 $131,371 $78,053 $123,868 $5,854,817 $135,312 $80,395 $127,584 $6,030,462 $139,372 $82,807 $131,412 $6,211,376 $143,553 $85,291 $135,354 $6,397,717 $147,860 $87,850 $139,415 $6,589,648 $152,295 $90,485 $143,597 $6,787,338 $156,864 $93,200 $147,905 $6,990,958 $161,570 $95,996 $152,342 $7,200,687 $166,417 $98,876 $156,913 $7,416,707 $171,410 $101,842 $161,620 $43,905,691 $39,174,427 $633,033 $208,813 $655,014 $175,843 $25,644,990 $2,626,648 $1,560,603 $2, p1?0 Table E3: Eastside Ridge Development, Phase 4 Estimated Impact Fee Generation - Miami -Dade County Based on Retail Inventory of; Office Inventory of; and Multifamily Residential Inventory of and Hotel Inventory of Road Fire Police School Parks (Middle Dist.) 57,500 808 0 0 Retail Multifamily $807,766 $3,465,193 $27,485 $361,222 $23,276 $471,365 $494,549 $1,485,141 Total Impact Fees $858,527 $6,277,470 Office $0 $0 $0 NOTICE This submitlal needs to be scheduled fora pubic hearing in coordance whh Idmatinee set forth in the City of Mlaml Code. The appli®de decision -ma ItIng body will rexew the Information at the public hearing to render a recommended on or a final decla on. sq. feet retail sq. feet office dwelling units sq. ft. - rooms Hotel Total $0.00 $4,272,959 $0.00 $388,707 $0.00 $494,641 $494,549 $1,485,141 $0 $0 $7,135,996 Table E4: Eastside Ridge Development, Phase 4 Annual Operating (General Fund) Fiscal Impacts to the City of Miami Upon Phase 4 Completion - 20 Year Horizon Ad Valorem Non Ad -Valorem Operating Year Revenues Revenues Expenditures 1 $1,633,981 $964,782 $1,951,822 2 $1,683,001 $993,725 $2,010,376 3 $1,733,491 $1,023,537 $2,070,688 4 $1,785,496 $1,054,243 $2,132,808 5 $1,839,060 $1,085,870 $2,196,792 6 $1,894,232 $1,118,446 $2,262,696 7 $1,951,059 $1,152,000 $2,330,577 8 $2,009,591 $1,186,560 $2,400,494 9 $2,069,879 $1,222,157 $2,472,509 10 $2,131,975 $1,258,821 $2,546,685 11 $2,195,934 $1,296,586 $2,623,085 12 $2,261,812 $1,335,483 $2,701,778 13 $2,329,667 $1,375,548 $2,782,831 14 $2,399,557 $1,416,814 $2,866,316 15 $2,471,543 $1,459,319 $2,952,305 16 $2,545,690 $1,503,098 $3,040,875 17 $2,622,060 $1,548,191 $3,132,101 18 $2,700,722 $1,594,637 $3,226,064 19 $2,781,744 $1,642,476 $3,322,846 20 $2,865,196 $1,691,750 $3,422,531 (TOTALS: $43,905,691 $25,924,044 $52,446,178 Net Fiscal Impact $646,941 $666,350 $686,340 $706,930 $728,138 $749,982 $772,482 $795,656 $819,526 $844,112 $869,435 $895,518 $922,384 $950,055 $978,557 $1,007,914 $1,038,151 $1,069,296 $1,101,374 $1,134,416 $17,383,557 PZ-21-10809 08/20/21 FLORIDA ECONOMIC ADVISORS Peal Estate &Corporate Economics 32 4 P U Table E5: Eastside Ridge Development, Phase 4 Miami (Miami -Dade County), Florida Estimates of Total Economic Activity from Construction Economic Variable RIMS -II Multipliers Direct Impacts Indirect/Induced Impacts Total Impacts O 4 Output Earnings Employment 1.8463 0.5702 12.3233 $227,225,890 $66,919,346 1,189 $192,301,270 $62,644,856 1,611 $419,527,160 $129,564,202 2,800 Table E6: Eastside Ridge Development, Phase 4 Miami (Miami -Dade County), Florida Estimates of Total Economic Activity from Lease Out & Occupancy Multifamily Apartment Economic Variable RIMS -II Multipliers Direct Impacts Indirect/Induced Impacts Total Impacts Output** Earnings Employment 1.0916 0.2914 8.0741 $18,095,918 $1,601,949 32 $14,734,406 $3,671,201 114 $32,830,324 $5,273,150 146 Retail Economic Variable RIMS -II Multipliers Direct Impacts Indirect/Induced Impacts Total Impacts Output** Earnings Employment 1.7691 0.523 18.6873 $23,000,000 $5,239,400 144 $17,689,300 $6,789,600 286 $40,689,300 $12,029,000 430 Office Economic Variable RIMS -II Multipliers Direct Impacts Indirect/Induced Impacts Total Impacts Output** Earnings Employment 1.8958 0.6912 13.7242 $0 $0 0 $0 $0 0 $0 $0 0 Hotel Economic Variable RIMS -II Multipliers Direct Impacts Indirect/Induced Impacts Total Impacts Output** Earnings Employment 1.7550 0.4575 12.0526 $0 $0 0 $0 $0 0 $0 $0 0 Total Economic Variable RIMS -II Multipliers Direct Impacts Indirect/Induced Impacts Total Impacts Output** Earnings Employment $41,095,918 $6,841,349 176 $32,423,706 $10,460,801 400 $73,519,624 $17,302,150 576 **Note: Value Added multiplier of 0.6620 was added to the output multiplier of 1.0916 in order to account for output driven by household spending sC . Vv NOTICE This submittal needs to be scheduled fora pubic hearing In accorrlance whh Idmatinee set forth in the City of Miami Code. The appLIca o decision -malting body will resiew the information at the public hearing to render a recommended on or a final decla on. PZ-21-10809 08/20/21 sN .oVIEW CO'Q\. FLORIDA ECONOMIC ADVISORS Peal Estate &Corporate Economics 33 4 PURL/ c, 0 4- Q F: Phase 5 Economic and Fiscal Impacts The Phase 5 vertical development program for income -generating uses, prese A.1, includes the following: • Multifamily Residential: 232,654 square feet, 285 units • Retail: 44,907 square feet • Office: 58,103 square feet • Hotel: 222,255 square feet, 238 rooms Table F1: Eastside Ridge Development, Phase 5 Miami (Miami -Dade County), Florida Project Valuation Assumptions (2021 Dollars) MARKET/JUST VALUATION TAXABLE VALUATION @ 90% Phase 5 $192,189,052 $172,970,147 NOTICE This submittal needs to be scheduled fora pubic hearing In accorrlance whh Idmatinee set forth in the City of Miami Code. The appLIca decision -malting body NOR resiew the information at the public hearing to render a recommended on or a final decla on. PZ-21-10809 08/20/21 w Ew c0 FLORIDA ECONOMIC ADVISORS Peal Estate &Corporate Economics 34 Table F2: Eastside Ridge Development, Phase 5 Miami (Miami -Dade County), Florida Ad Valorem Revenue Estimates from Project Assessed/Txbl. Year Valuation 1 $172,970,147 2 $178,159,251 3 $183,504,029 4 $189,009,150 5 $194,679,424 6 $200,519,807 7 $206,535,401 8 $212,731,463 9 $219,113,407 10 $225,686,809 11 $232,457,414 12 $239,431,136 13 $246,614,070 14 $254,012,492 15 $261,632,867 16 $269,481,853 17 $277,566,309 18 $285,893,298 19 $294,470,097 20 $303,304,200 TOTALS: AD VALOREM REVENUE ESTIMATES City of Miami -Dade S. Florida Everglades Okeechobee County County Library Children's Miami Pub. Schools Water Mgmt. Construction Basin FIND Operating Debt Service District Trust TOTAL $1,382,031 $1,423,492 $1,466,197 $1,510,183 $1,555,489 $1,602,153 $1,650,218 $1,699,724 $1,750,716 $1,803,238 $1,857,335 $1,913,055 $1,970,446 $2,029,560 $2,090,447 $2,153,160 $2,217,755 $2,284,287 $2,352,816 $2,423,401 $1,233,104 $1,270,097 $1, 308, 200 $1,347,446 $1,387,870 $1,429,506 $1,472,391 $1,516,563 $1,562,059 $1,608,921 $1,657,189 $1,706,905 $1,758,112 $1,810,855 $1,865,181 $1,921,136 $1,978,770 $2,038,133 $2,099,277 $2,162,256 $19,926 $6,573 $20,618 $5,535 $807,234 $82,680 $49,124 $77,958 $20,524 $6,770 $21,237 $5,701 $831,451 $85,160 $50,597 $80,296 $21,140 $6,973 $21,874 $5,872 $856,395 $87,715 $52,115 $82,705 $21,774 $7,182 $22,530 $6,048 $882,087 $90,346 $53,679 $85,186 $22,427 $7,398 $23,206 $6,230 $908,549 $93,057 $55,289 $87,742 $23,100 $7,620 $23,902 $6,417 $935,806 $95,848 $56,948 $90,374 $23,793 $7,848 $24,619 $6,609 $963,880 $98,724 $58,656 $93,086 $24,507 $8,084 $25,358 $6,807 $992,796 $101,686 $60,416 $95,878 $25,242 $8,326 $26,118 $7,012 $1,022,580 $104,736 $62,228 $98,754 $25,999 $8,576 $26,902 $7,222 $1,053,258 $107,878 $64,095 $101,717 $26,779 $8,833 $27,709 $7,439 $1,084,856 $111,115 $66,018 $104,769 $27,582 $9,098 $28,540 $7,662 $1,117,401 $114,448 $67,998 $107,912 $28,410 $9,371 $29,396 $7,892 $1,150,923 $117,882 $70,038 $111,149 $29,262 $9,652 $30,278 $8,128 $1,185,451 $121,418 $72,140 $114,483 $30,140 $9,942 $31,187 $8,372 $1,221,014 $125,061 $74,304 $117,918 $31,044 $10,240 $32,122 $8,623 $1,257,645 $128,812 $76,533 $121,455 $31,976 $10,548 $33,086 $8,882 $1,295,374 $132,677 $78,829 $125,099 $32,935 $10,864 $34,078 $9,149 $1,334,235 $136,657 $81,194 $128,852 $33,923 $11,190 $35,101 $9,423 $1,374,262 $140,757 $83,630 $132,718 $34,941 $11,526 $36,154 $9,706 $1,415,490 $144,979 $86,138 5136 $37,135,703 $33,133,971 $535,423 $176,615 $554,014 $148,729 $21,690,690 $2,221,635 $1,319,967 $ $3,684,783 $3,795,327 $3,909,186 $4,026,462 $4,147,256 $4,271,673 $4,399,824 $4,531,818 $4,667,773 $4,807,806 $4,952,040 $5,100,601 $5,253,620 $5,411,228 $5,573,565 $5,740,772 $5,912,995 $6,090,385 $6,273,096 Table F3: Eastside Ridge Development, Phase 5 Estimated Impact Fee Generation - Miami -Dade County Based on Retail Inventory of; 44,097 sq. feet retail Office Inventory of; 58,103 sq. feet office and Multifamily Residential Inventory of 285 dwelling units and Hotel Inventory of 222,255 238 sq. ft. - rooms NOTICE rnls submittal needs to be'scheduled fora pubic hearing In acoordance whh Idmatinee set forth in the City of Mlaml Code. The appll®de decision -malting body will review the information at the public hearing to render a recommended on or a final decla on. Retail Multifamily Office Hotel Total Road $619,479 $1,223,864 $903,606 $2,112,651 $4,859,600 Fire $21,078 $127,579 $20,632 $106,238 $275,528 Police $17,850 $166,480 $23,520 $89,969 $297,820 School $174,669 $174,669 Parks (Middle Dist.) $524,534 $524,534 Total Impact Fees $658,408 $2,217,126 $947,759 $2,308,857 $6,132,150 Table F4: Eastside Ridge Development, Phase 5 Annual Operating (General Fund) Fiscal Impacts to the City of Miami Upon Phase 5 Completion - 20 Year Horizon Ad Valorem Non Ad -Valorem Operating Net Fiscal Year Revenues Revenues Expenditures Impact 1 $1,382,031 $553,738 $1,120,252 $815,518 2 $1,423,492 $570,351 $1,153,860 $839,983 3 $1,466,197 $587,461 $1,188,475 $865,183 4 $1,510,183 $605,085 $1,224,130 $891,138 5 $1,555,489 $623,238 $1,260,854 $917,872 6 $1,602,153 $641,935 $1,298,679 $945,409 7 $1,650,218 $661,193 $1,337,640 $973,771 8 $1,699,724 $681,028 $1,377,769 $1,002,984 9 $1,750,716 $701,459 $1,419,102 $1,033,074 10 $1,803,238 $722,503 $1,461,675 $1,064,066 11 $1,857,335 $744,178 $1,505,525 $1,095,988 12 $1,913,055 $766,504 $1,550,691 $1,128,867 13 $1,970,446 $789,499 $1,597,212 $1,162,733 14 $2,029,560 $813,184 $1,645,128 $1,197,615 15 $2,090,447 $837,579 $1,694,482 $1,233,544 16 $2,153,160 $862,706 $1,745,316 $1,270,550 17 $2,217,755 $888,588 $1,797,676 $1,308,667 18 $2,284,287 $915,245 $1,851,606 $1,347,927 19 $2,352,816 $942,703 $1,907,154 $1,388,364 20 $2,423,401 $970,984 $1,964,369 $1,430,015 TOTALS: $37,135,703 $14,879,160 $30,101,595 $21,913,269 PZ-21-10809 08/20/21 FLORIDA ECONOMIC ADVISORS Peal Eslate &Corporate Economics 36 P U Table F5: Eastside Ridge Development, Phase 5 Miami (Miami -Dade County), Florida Estimates of Total Economic Activity from Construction Economic Variable Output Earnings Employment RIMS -II Multipliers 1.8463 0.5702 12.3233 Direct Impacts $192,189,052 $56,600,794 1,005 Indirect/Induced Impacts $162,649,595 $52,985,404 1,363 Total Impacts $354,838,647 $109,586,198 2,368 Table F6: Eastside Ridge Development, Phase 5 Miami (Miami -Dade County), Florida Estimates of Total Economic Activity from Lease Out & Occupancy Multifamily Apartment Economic Variable RIMS -II Multipliers Direct Impacts Indirect/Induced Impacts Total Impacts Output** Earnings Employment 1.0916 0.2914 8.0741 $6,391,258 $565,789 11 $5,204,013 $1,296,623 40 $11,595,270 $1,862,413 52 Retail Economic Variable RIMS -II Multipliers Direct Impacts Indirect/Induced Impacts Total Impacts Output** Earnings Employment 1.7691 0.523 18.6873 $17,638,800 $4,018,119 110 $13,566,001 $5,206,974 219 $31,204,801 $9,225,092 330 Office Economic Variable RIMS -II Multipliers Direct Impacts Indirect/Induced Impacts Total Impacts Output** Earnings Employment 1.8958 0.6912 13.7242 $31,467,692 $16,561,943 194 $28,188,758 $5,188,526 238 $59,656,450 $21,750,469 432 Hotel Economic Variable RIMS -II Multipliers Direct Impacts Indirect/Induced Impacts Total Impacts Output** Earnings Employment 1.7550 0.4575 12.0526 $46,673,550 $5,069,127 143 $35,238,530 $16,284,022 420 $81,912,080 $21,353,149 563 Total Economic Variable RIMS -II Multipliers Direct Impacts Indirect/Induced Impacts Total Impacts Output** Earnings Employment $102,171,300 $26,214,978 458 $82,197,302 $27,976,145 918 $184,368,602 $54,191,123 1,376 **Note: Value Added multiplier of 0.6620 was added to the output multiplier of 1.0916 in order to account for output driven by household spending sC . Vv NOTICE This submittal needs to be scheduled fora pubic hearing In accorrlance whh Idmatinee set forth in the City of Miami Code. The appLIca o decision -malting body NOR rosiew the information at the public hearing to render a recommended on or a final decla on. PZ-21-10809 08/20/21 sN .oVIEW CO'Q\. FLORIDA ECONOMIC ADVISORS Peal Estate &Corporate Economics 37 BOUNDARY AND TOPOGRAPHIC SURVEY LOCATION SKETCH A PORTION OF SECTION 19 TOWNSHIP 53 SOUTH, RANGE 42 EAST CITY OF MIANII, MIAMI-DADE COUNTY. FLORIDA NOT TO SCALE LEGAL DESCRIPTION: Black 1, 2 and 4 of "SABAL PALM COURT, amercing to the plat thereof, as recorded In Plat Book 46 at Page 66, of the Public Records of Miami - Dade County, Florida. SURVEYOR'S NOTES: Bearings are based on an assumed meridian, where the centerline of NE 54th. Street as shown on shown an the Plat of Sabel Palm Court. recorded In Pet Book 46 at Page 66 of to Public Records of Memi-Dade County, Florida, bears North 87.6621' East All distances as shown are based on the US Survey foot. This BOUNDARY AND TOPOGRAPHIC SURVEY is based on (it) the underlying plat of 'SABAL PALM COURT' recorded in Platt Book 46 at Page 66; and (f) the City of Miami Municipal Atlas Sheets, Sheet Number 15A. This Boundary and Topographic Survey hereon provided, do not shown any improvements within the interior limits of the Blocks 1, 2 and 4. A comparison between pot (P), measured (M), recordeed (R), and calculated (C) dimensions are delineated hereon. Platted dimensions (P) re based on the said underlying plat of "SABAL PALM COURT'. Measured dimensions (M) are based on (tract and indirect measurement of recovered monumentatlon. Recorded Dimension (R) are based on the City of Miami Municipal Atlas Sheets. Sheet Number 15A. Although the Information depicted on the City of Miami Municipal Atlas Sheets was prepared from the bast available information the City of Miami assumes responsibility for any mars or omissions. Calculated dimensions (C) are based on the direct and mctrect measurement of the recovered monumentation. Elevations are referred to the National Geodetic Vertical Datum, 1929 INOVO). Elevations are based on a Miami -Dade County Benchmark U-35 the same being a US C & G BRASS DISC in concrete monument, located 23 feet South of the centerline of NE 55th Terrace, and 43 feet East of the centerline NE 4th Avenue and having an elevation 16.41 feet, and based on a Miami -Dade County Benchmark U-35 the same being a US C & G BRASS DISC in concrete m ment. located 23 feet South of the centerline of NE S.Sth Terrace, and 43 feet East of the cen-edine NE 4th Avenue and having an elevation 16.41 feet (NGVD 1929) and Benchmark C-243, the same being a USC&G disc located in the west face of north column of overpass on the NE 37 Street, 20' south of the center line projected front the East and from Me NM 4195, directly under the highway overpass with an elevation of 15.13 feet (NGVD 1929). The accuracy obtained for all horizontal control measurements and office Iculations of closed geometric figlres, meets or exceeds the Standard of Practice as set font by the Florida Board of Professional Surveyors and Mappers as contained in Chapter 5J-17.051(3)(b)15.b.ii FAC of 1 fool in 7,500 feet for Suburban Areas. The elevations as shown are based on a closed level loop between the two benchmarks reeled above, antl meets or xceeds the Standard of Practice as set forth by the Florida Board of Professional Surveyors and Mappers a contained in Chapter 5J- 17.051(3)(b)15.a, of a closure in fed of plus or minus 0.05 feet times the square root of the distance in miles. The Subject Property does lie within a Special Flood Hazard Area (SFHA) s shown on the Netonal Flood Insurance Programs, Flood Insurance Rate Map for Miami -Dade County, Florida and Incorporated Areas Map Na. 12066C0304L, Community N. 120650 for the City of Miami, hearing an effective/revised date of September 11, 2009. Said map delineates the herein described land to be situated' within Zone X an area to be outside of 1he 0.2% annual chance Ilocdplain The Right of Way Lines as shown hereon are based on the recorded Plat of Saba! Palm Court as recorded in Plat Book 46, at Page 66, of t1e Public Records of Miami -Dade County. Folio , and the City of Miami Mlnicipal Atlas Sheets, Sheet Number 15A. Thu survey does not purport to relied any recorded krstmmenls for Right -of -Way other than those shown on the recorded plat, on the City of Miami Municipal Atlas Sheets or stated in the legal description as it appears on hu drawing. Tne decirabons and .sements noted on the said plat of Sabel Palm Court are plotted lereon. Thee are no setbacks restrictions neither noted nor are there any ether plottab a remricton noted thereon. There may exists addtioral easements, rights of way and/or other encumbrances affecting the suited pmpedy not disclosed hereon that a title report would evidence. This Boundary and Topographic Survey does not extend beyond the elevations and surface locations of the utilities and improvements depicted hereon In this survey. Only the surface indications of the underground utilities have been located in the field. The Surveyor has performed no subsurface investigation for underground utilities or facilities on or adjacent to the subject property and was not been secured. It should be noted that there may be other underground Willies in addition to those evidenced by viste appurtenances shown on this sketch. There may be ether underground utilities in addition to those evidenced by visible appurtenances as shown on this sketch. The owner or his agent should verify all utility iodation with the appropriate utility provider .fore using. Underground footers have not been located. Although care was taken w'ch the eentificetion of the trees voted hereon, an arbor., landscape architect, Lutanist, envirormental specialist pothers with advanced education In dendrology should be utilized it critical identfoation of t1e trees is required This sketch shown hereon in its graphic tom is the record depicton of the surveyed lends described herein and will In no circumstances be supplanted in authority by any other graphic or digital format ofthis Survey. This map is intended to be displayed at a scale of 1"= 50' or smatter. SURVEYORS CERTIFICATION: TO: SPY REALTY LC This is to ca dfy to the herein named firm and/or persons, that in my professional opinion, this map or plat of the herein described property Is true and correct as recently surveyed and platted under my direction and is based on our field Survey dared July 22, 2015. I further certify that this map or plat and the surrey on which it is based meets the Standards of Practice Requirements, adopted by the Board of Professional Surveyors and Mappers, pursuant to Chapter 472.02T Florida Statutes. as set forth ir Chapter 5J-17, Florida Administrative Code, under Sections 51-17.051 and 5J-17.052 and is a "BOUNDARY and TOPOGRAPHIC SURVEY- as defined in Section 5J-17.060(10)(6j and in Section 5J-11050(10Nk). Dated: E.R. BROWNELL & ASSOCIATES, INC. Antonio Abeleira Vice -President Surveying Professional Surveyor and Mapper LSO 6779 State of Florida Email address: aabeieia@erbrownell.com The survey map and notes andlor report or the copies thereof are not valid without the signature and the original raised seal of a Florida Ilcensec surveyor and mapper. Any addi9ma or deletions to the survey map and notes and/or report by other than the signing parry or parties is prohibited without written consent of the signing party or paNes. BBREVIA71ON5 ) Colculoted Dimension DimensionMedsured ) Record hisnenhion Ws, o BS Concrete RigStructure h Poge 171'I Concrete Radius Length M Monument toe Q SYMBOL LEGEND it fire Fydront ty6 Ovate. Valve 6 LIght Pole Re Catch Busts, Single Wlre Pullhoxo�l P. ® Manhole Istsrnarked ® o06 1,00p 0 Maohme a so -Concrete Pale Ceonoo s. j ConcretePole Stgnal o p Wood Pole Wster eler ® tilanhae Crs.ge Sanitory Sewer Valve Of UnknowneValwee �arernr�a y 174.62'(P)(C) Y9025'00•(P)(0) R=25.00'(P)(C) L-39.45'(P)(C) BOUNDARY AN ZUMWALTS SUBDIVISION (PB. 4 PG. 7) n 90R5'OO-(P)(C) R 35.00'(P)(C) 55- 1,55.23'(P)(C) TOPOGRAPHIC SURVEY aH R=25.00(P) =39.2Y(P) 36•(C) L=39.281C) BLOCK 2 (PB 46, PG 66) NOT IMPROVEMENTS SHOWN Y90.00'00•(P) R-25.DO(P) 392Y( ) R 250(1(C) L=39 26 (C). 5^6 • _�� rtrsu-1 Niar.71o�o� -9025'OO'(P)( 12=25.00' (P)(C) L=39.451P)(C) BONNA BELLA PLACE n=90'00'00'(P) R-25.09'(P) L-39.2T(P) ,=8938'38'(C) R-25.02(C) L-39.26'(C) 2=90V0'DO•(P) R=25.O0(P) L-39.27W) R=35.O0'(C) L 3926'(C) Ltne Se 1,53-42 (PB. 6 PG. 175) Li R 13. 0 W (2 NOT IMPROVEMENTS SHOWN BLOCK 4 (PB 46,PG 66) 1e 25. 4 (P)(C) m react m recta R 9D (P)(C) BLOCK 1(78 46.PG 66) NOT IMPROVEMENTS SHOWN xso {No io PZ-21-10809 0Brz0/21 M-2640 ABBRENA11ONS: (,) Calculated Dimension Measured Dimen,on R)Record Dimension 9Lw r srNmre NE 51st ST Pc , 0 sg�taretnrefer,Ihnument Line �e Delta Angle Length meter Line SYMBOL LEGEND o Fire Hydrant Water Valve Light Pole 6 Catch Basin Single Support Sign ® Manhole Unmarked 5 Electric Manhole • Manhole San., ® Concrete Pole ceonooVolve '-- Concrete Light Pole Sig. Mostr m st wood Pole ® a nnolee er Drainage 3i sanitary sewer Valve O Post UnknownValve e knon o.mesh utuiy I8 NE SOfh TRR II 200.0 BOUNDARY AND TOPOGRAPF IC SURVEY ELLR NOT IMPROVEMENTS SHOWN D(c) 1,25.00'(P)(C) 09' (P)(C) •P00 • .(P)(C) 1E=25.00'(P)(C) L=39.45(P)(C) BLOCK 2 (PB 46.PG .f=9D25'OD•(P66))(C) R=25.UD' (P)(C) L 3945'(P)(C) NOT IMPROVEMENTS SHOWN iP �ev°�ssi (Pe 46.PG 66) NOT IMPROVEMENTS SHOWN LEP '9,e9a5•DD;(P)(c) d=B03)33'(PI(C) ▪ pn n'.so �— g� P110 v ^tea semi E 1st papO�STPREET�� . BLOCK 4(PB 46.PG 66) STREET 105685 rva �sma sei a� 0-BD5733"(C)(P) 12-75.00' (C)(P) L-105.98'(C)(P) NOT IMPROVEMENTS SHOWN 5 M-264D 6,401,39..7 versle,57090. Tree .vev 11,-15 ACAD., BOUNDARY AND TO?OGRAPHIC SURVEY zuM(MLT4S pSJBW/ISIt_. L'188::7.2;C:CCP)1M 54th STREET BLOCK 2 (PB 46,PG e.6) 1*';' • .1;*• • r3:.45r)(0) , NE 51st 5T )11 (P) 1,25.00.(P) .27 P 40 • * .... • i * ,...,,, .,,,,*,. / *. se ..„ „. , ., 0 ..*90:0„(p):• ,,,,,,, * •,.. B4OCK 1(PB 46,PC 6 e) e .1' 1 ,I'''' . • , r. 043 . ‘.1.e '•* * ,,,, ,, „ .., ,--3,no . , ..)- . e ,.."'' ' °' . • *- qP • * : At'''4;4"V*' . :• • i,‘.41 : It 41(' • ' ' ,' ''.: 4.,, * , , * .0-'*.+;( *„, .'* , ,;•," il,' *: *„ • ,* r * „ ... 909000.(P)', •' '''"" . BLOCK 4 (PB 46.PG ,.6) 1..39.275) * *.4' 12:750%(°) 4';, ik.' * r L39 2,(0) 0 * , ,a'..,. .•'•.: * ••'''''' * ,?, 00* BLOCK 'I (PB 46,PG 56) 51; , • * .". , .4 • • * •*:,4,,,,,(PM • ., .. • , e .89.35.0011(C) ,.. ,,. ,,, ., • *1• ' „ L3°... (P)(C) ' . ,'• .‘K*;* ' 7:1ZMN .. .•, e 0 • . , e e e., „ e ... . . • • • • * 0 ., A A * • . ef e 1 , * r r ' . 1 r . , • r * *, r * .1' o''' • * , * 00 • 00 ;a. 0. 00 0 6. Boundary Lines shown as reference only PZ-21-10809 08/20/21 She f.: 4 Or 7 J N. 57894-4 M-2640 ,00.00E NUM OAK. r 001,01, TAN TAN 01.00.210 .00.00E ram TAN 0A1, 0, MTV TAN p0100 0.400 .004.1.10 00,1 00000.0, IAN 0.00.0T TT 0.00046,0,0 OAK T0TF Tin ,10V 0.0000.0,01 ,000.10,01 0.00 Ra oAlcma 00.0006, OAK T00L 000,0 40010 OAK r0TE 04000.1.10 00.0.00 OAK TRU 000.10,0,10100 0030,1,0 ,0001,0001,4200 01,0000 000,003,1,0 010000 00,0001, 51,01. 0.00,00,1.10 .00000,00,0 00.0001,0001, 0.06,10,00.10 000.01003.1. 0000,0000,1, 01,0,10 OUTACUS 00.4..000 01,000, 0100,015 00,0000 100 0.010100 10 .06 MI 66 26. 26. GPTiOrl 10 1010 16 16, 16 11,6 10.7 16 17 IT T BOUNDARY AND TO BOTANICAL WINE fIXOPY IT FIT 11 —®® -®-®® ■ ■■N -®-®® _®_®_ -®-®® MMEMEMEEM MMIEMENEM ■■■■■ MMEEMEEN MENEMEMEE MMEMEMEN MIMEEEME MIMEMEMEM MMEINEMEME 10 AI o ■■■■■ _=__® _ _®® -- ■■■■®MMETE _®_®® MMINIMPEIMI MMENIMEEM ■ ■® 1100 �anPF�M , rno 001 61 01.0 01 MIZEINEMEN MEMEMEMEN • ■■■ MMEEMEMEMENE MMEMEMEEN .1.017010.0, 00.0.1.10 0.00.0.00.000 0,0,0001, 00.000.0 000,1%00,00 Eh, PAI 000.0,401,0 00.00,1,00 EFT ,0101-71 .110010. (0,0000 Man, 0,0TAI OGRAPHIC SURVEY P0013 CANOPY 0,07 .0.0,0130 ,00 TAN 0.0,04 0.01 .000,00,0 010.000,010,1.01 0,0 TAM NUT., 040410.0,0,10 0.100. 666660.,60,1 040410.0.,10 0.0 00,00,0 01 Ai 07.07.000.1 070 T DIN 0. MT, 10 010.00,.01.01 00 10 50.00,0,00,0 101 TM, 003, PALM 0,0 00.0.1 01000. ,00 66660.6,60,1 r ITT ILO FAN 00,01 100.100.11,0 510. No 57894-.4 11/3 1171 1110616,11,111, CANOPY POW 10 0.A.A81 PAW PAR, 6,81060 1,1 0188101.611.1 111 1661041868, APT, 6,810.1 MEN. PALAA TAA6W. TAW 0111806.1116, 118 NNW PANT .001,111,1 5.8.1881110, 1116886.8.6111, WAWA, .16 PAW PIAPTIPArt 16,010,601.1. 5,816,18,0 1/01 .181,01,8116 AATATNA 1001.1,11.11.1,111 9,6 6216 .80,88.18 111.1.001 18.1(081. .18 1,7 .36 .51 1666 106.11,1610,11 OAP WEA IwApAm 1.161.11.110.1 PAW P11181108. PAN PAW 11.01 PAIN 0188101.6111,1 01.6.1 PAW AAKTOWAINI PAWN., PATAI FAT PAW TANNAPWAW 111,,,1108 PAN WM 10.1,1610,11, 6/10,001861. PAW WONT. NI A,A1600,81 IN IA 8,81111 16,010,6016 WTI,. TWIN 5,816,18,0 TAW NNW MI ,81,161.110 61,11,11.18,0 NNW., 111,LAI 111611,1., AWNAPIAA WPWNS DPW, AWN 51.66012, WOW BOUNDARY AND TO?OGRAPHIC SURVEY Paint TYPE YEN 1,14 MAN .1.68 WWI,. PAW .181,1818,11.1 WAN ANNCIANA 1.11N PAW NW PAW PONT PAIN NOVAIPAIM PAN Mt. MOWN PM., WAN PAIPAPNO 811.0881,111 POWNINPA 8.11,1,8810,11,11,46. 1.081.61. 11.0.1011. 1181 61.11121/. WONT 0TI PP IV IT A 12 16, NA,PAW PAW (TAW, PAW 1,111611 PANT 1,88,18,6166,111 4161,81.11.11,1 6016.1306618, 101 6161 .11.11 PALM 6,1811.1 POW., TANI 01,8 PAW ROM., PAW MUTT. NCO. APPIFF TNAPNIXAWNITTOI 6111 NIA 1318 WI p, WNW 1.118A1 PAW PAPAWALTI 018.111 AWN NNW PAPAW, CASTANNA NIT A1,1111.11111 6,1 13.18 NAN 11.100,11,66, WNW., 11A611 OAP TRU NIA, PAW (81611, 6111 133.11, 1810 4.2 18.8. PI PAW 01.1.8 PAW WINN PAIN TAM .11- SAPAI PANT, 611614.18.611.1 WITTAN NNW.. 8611. 1,0 61, PAT PAW AAPAI PAW SAPAI PANT, SANT ROPAPONEA 16 STWITATATIO MAT PATAL,1 180 6,1 NAP 78.6 .011160. STWATT NNW! 001 111,1 161 116 61811,8164,0 AWN WNW., 1,81,1.180 tl 01 TT WWI 6 PI 616 11100 TO PA 118,1111118.81,480161 ROOTS 1166116 AN .11 CANOPY Pleyanlon PAW 101.101,111.1A 60.10.11 WAAL WW1. 1,11 AATAL WNW. WWI PAWN, 18.11,11,110 APTAWANAVTO 601,11,6.1.00111 1.81.111.1.61.111.10, WONT 1081.01,0181A, 60,11.1.01,01 WW1, 6061AWOPPIANA TAW, HOWNWPF TAP TNT,. WOW WW1 PAI,710 6.48411,18810 TAT, TATA, .8811.101.02.111.4, TWANATT WWI WI 8,10 AWL PA1W/ WAAL WW1. SAW pANNTIN 1,11 TWAL 861,1110 18861,,06110610.1 SAW POW,. WWI WNW. 01.16,0 18.1111,/ WINIESEMBII MINEMMOIE MMiMMINMEMEIM 13,6,07011,16. 81186.1 PAW 61.1,11.1.110 PAIPAI PAWPAW 801,0880 IP6 OAP WIN PAW WW1, PAW SAWA PAW., 111811 AWN., 81,68 PAW 111.1.18,06611,1111.81 TANAWNI WAWAL PAWA, PAW WIWAL PAW ANAI PAIN SAW NNW, 0,W0P PAW SAIPAI PAT., PAW MN WM 8,16111,8.1 ,18116121,188.1 6,81,1,1180.1 TATWOE NTT SAW PAW.. 6.811,..1010 NAN WIMP.. WW1 PAW WPALPAINT.1 IT 0.0.41106.11.0.18. TOM POINPIANA WTI. NW PPOZA0P PAW POW1 PAPA WiN AN, PT 601.011, ,68A,E PAW 1WAT WT., TABSPAr PALM SAPAWAW. IT 1.864.81,110 v rem 111,0151,85.11, ITAPT UAW., NNW PAW 816,0,8181 6.1 PAW 00.100,1111,1 SAW PAW.. 6111.11.1,1108141 6.811,..1010 IAAN 15 161.105.11,, WITIOWWW PAW. PAW CAW, PAW SAINWAIWITO PPOZA0P PAW SAPAI AKIN PAW 1.651,111.8181, WNW, WINN0111 co gg- 51. No 57694,4 BOUNDARY AND TO CI CP PA ,02 ioloo AXICOINANIF ROO CO. RR CAI LI CI P COO APPI SABAI SACALPALMOM FP P 0. o. 0. 0. 10, in El IN in 1111 in Ili IIII IN NM NM NO 11111 III 111 In MI III II In on ■ IA 1A,A, PAINT. OAPAIPAINICITO SAIIIFF OGRAPHIC SURVEY IPA II A LIA II I I Al 0 She 7 Or 7 M-2640 BBREVIA71ON5 ) Colculoted Dimension DimensionMedsured ) Record hisnenhion Ws, o BS Concrete RigStructure h Poge 171'I Concrete Radius Length M Monument toe Q SYMBOL LEGEND it fire Fydront ty6 Ovate. Valve 6 LIght Pole Re Catch Busts, Single Wlre Pullhoxo�l P. ® Manhole Istsrnarked ® o06 1,00p 0 Maohme a so -Concrete Pale Ceonoo s. j ConcretePole Stgnal o p Wood Pole Wster eler ® tilanhae Crs.ge Sanitory Sewer Valve Of UnknowneValwee �arernr�a y 174.62'(P)(C) Y9025'00•(P)(0) R=25.00'(P)(C) L-39.45'(P)(C) BOUNDARY AN ZUMWALTS SUBDIVISION (PB. 4 PG. 7) n 90R5'OO-(P)(C) R 35.00'(P)(C) 55- 1,55.23'(P)(C) TOPOGRAPHIC SURVEY aH R=25.00(P) =39.2Y(P) 36•(C) L=39.281C) BLOCK 2 (PB 46, PG 66) NOT IMPROVEMENTS SHOWN Y90.00'00•(P) R-25.DO(P) 392Y( ) R 250(1(C) L=39 26 (C). 5^6 • _�� rtrsu-1 Niar.71o�o� -9025'OO'(P)( 12=25.00' (P)(C) L=39.451P)(C) BONNA BELLA PLACE n=90'00'00'(P) R-25.09'(P) L-39.2T(P) ,=8938'38'(C) R-25.02(C) L-39.26'(C) 2=90V0'DO•(P) R=25.O0(P) L-39.27W) R=35.O0'(C) L 3926'(C) Ltne Se 1,53-42 (PB. 6 PG. 175) Li R 13. 0 W (2 NOT IMPROVEMENTS SHOWN BLOCK 4 (PB 46,PG 66) 1e 25. 4 (P)(C) m react m recta R 9D (P)(C) BLOCK 1(78 46.PG 66) NOT IMPROVEMENTS SHOWN xso {No io PZ-21-10809 0Brz0/21 M-2640 ABBRENA11ONS: (,) Calculated Dimension Measured Dimen,on R)Record Dimension 9Lw r srNmre NE 51st ST Pc , 0 sg�taretnrefer,Ihnument Line �e Delta Angle Length meter Line SYMBOL LEGEND o Fire Hydrant Water Valve Light Pole 6 Catch Basin Single Support Sign ® Manhole Unmarked 5 Electric Manhole • Manhole San., ® Concrete Pole ceonooVolve '-- Concrete Light Pole Sig. Mostr m st wood Pole ® a nnolee er Drainage 3i sanitary sewer Valve O Post UnknownValve e knon o.mesh utuiy I8 NE SOfh TRR II 200.0 BOUNDARY AND TOPOGRAPF IC SURVEY ELLR NOT IMPROVEMENTS SHOWN D(c) 1,25.00'(P)(C) 09' (P)(C) •P00 • .(P)(C) 1E=25.00'(P)(C) L=39.45(P)(C) BLOCK 2 (PB 46.PG .f=9D25'OD•(P66))(C) R=25.UD' (P)(C) L 3945'(P)(C) NOT IMPROVEMENTS SHOWN iP �ev°�ssi (Pe 46.PG 66) NOT IMPROVEMENTS SHOWN LEP '9,e9a5•DD;(P)(c) d=B03)33'(PI(C) ▪ pn n'.so �— g� P110 v ^tea semi E 1st papO�STPREET�� . BLOCK 4(PB 46.PG 66) STREET 105685 rva �sma sei a� 0-BD5733"(C)(P) 12-75.00' (C)(P) L-105.98'(C)(P) NOT IMPROVEMENTS SHOWN 5 M-264D 6,401,39..7 versle,57090. Tree .vev 11,-15 ACAD., BOUNDARY AND TO?OGRAPHIC SURVEY zuM(MLT4S pSJBW/ISIt_. L'188::7.2;C:CCP)1M 54th STREET BLOCK 2 (PB 46,PG e.6) 1*';' • .1;*• • r3:.45r)(0) , NE 51st 5T )11 (P) 1,25.00.(P) .27 P 40 • * .... • i * ,...,,, .,,,,*,. / *. se ..„ „. , ., 0 ..*90:0„(p):• ,,,,,,, * •,.. B4OCK 1(PB 46,PC 6 e) e .1' 1 ,I'''' . • , r. 043 . ‘.1.e '•* * ,,,, ,, „ .., ,--3,no . , ..)- . e ,.."'' ' °' . • *- qP • * : At'''4;4"V*' . :• • i,‘.41 : It 41(' • ' ' ,' ''.: 4.,, * , , * .0-'*.+;( *„, .'* , ,;•," il,' *: *„ • ,* r * „ ... 909000.(P)', •' '''"" . BLOCK 4 (PB 46.PG ,.6) 1..39.275) * *.4' 12:750%(°) 4';, ik.' * r L39 2,(0) 0 * , ,a'..,. .•'•.: * ••'''''' * ,?, 00* BLOCK 'I (PB 46,PG 56) 51; , • * .". , .4 • • * •*:,4,,,,,(PM • ., .. • , e .89.35.0011(C) ,.. ,,. ,,, ., • *1• ' „ L3°... (P)(C) ' . ,'• .‘K*;* ' 7:1ZMN .. .•, e 0 • . , e e e., „ e ... . . • • • • * 0 ., A A * • . ef e 1 , * r r ' . 1 r . , • r * *, r * .1' o''' • * , * 00 • 00 ;a. 0. 00 0 6. Boundary Lines shown as reference only PZ-21-10809 08/20/21 She f.: 4 Or 7 J N. 57894-4 M-2640 ,00.00E NUM OAK. r 001,01, TAN TAN 01.00.210 .00.00E ram TAN 0A1, 0, MTV TAN p0100 0.400 .004.1.10 00,1 00000.0, IAN 0.00.0T TT 0.00046,0,0 OAK T0TF Tin ,10V 0.0000.0,01 ,000.10,01 0.00 Ra oAlcma 00.0006, OAK T00L 000,0 40010 OAK r0TE 04000.1.10 00.0.00 OAK TRU 000.10,0,10100 0030,1,0 ,0001,0001,4200 01,0000 000,003,1,0 010000 00,0001, 51,01. 0.00,00,1.10 .00000,00,0 00.0001,0001, 0.06,10,00.10 000.01003.1. 0000,0000,1, 01,0,10 OUTACUS 00.4..000 01,000, 0100,015 00,0000 100 0.010100 10 .06 MI 66 26. 26. GPTiOrl 10 1010 16 16, 16 11,6 10.7 16 17 IT T BOUNDARY AND TO BOTANICAL WINE fIXOPY IT FIT 11 —®® -®-®® ■ ■■N -®-®® _®_®_ -®-®® MMEMEMEEM MMIEMENEM ■■■■■ MMEEMEEN MENEMEMEE MMEMEMEN MIMEEEME MIMEMEMEM MMEINEMEME 10 AI o ■■■■■ _=__® _ _®® -- ■■■■®MMETE _®_®® MMINIMPEIMI MMENIMEEM ■ ■® 1100 �anPF�M , rno 001 61 01.0 01 MIZEINEMEN MEMEMEMEN • ■■■ MMEEMEMEMENE MMEMEMEEN .1.017010.0, 00.0.1.10 0.00.0.00.000 0,0,0001, 00.000.0 000,1%00,00 Eh, PAI 000.0,401,0 00.00,1,00 EFT ,0101-71 .110010. (0,0000 Man, 0,0TAI OGRAPHIC SURVEY P0013 CANOPY 0,07 .0.0,0130 ,00 TAN 0.0,04 0.01 .000,00,0 010.000,010,1.01 0,0 TAM NUT., 040410.0,0,10 0.100. 666660.,60,1 040410.0.,10 0.0 00,00,0 01 Ai 07.07.000.1 070 T DIN 0. MT, 10 010.00,.01.01 00 10 50.00,0,00,0 101 TM, 003, PALM 0,0 00.0.1 01000. ,00 66660.6,60,1 r ITT ILO FAN 00,01 100.100.11,0 510. No 57894-.4 61/9 5.1.61,89606 111061,1916,9, N860 ITN CANOPY POW .75 8689.00968. 9098,01,66,64. 06.6, PAIN 91.6.99,990, 10 6161 TON., NWT 196,910,6611.6 6.1696166,0 • 6,81660 3.6,968,096, 161 .68,91699,0 11. 8689.9.6.81 89186.909.991611 9.19.18.6 111 ,199,896.991 116,168996, TATA .89,91668,0 11. 06188.66199. .6.601611.99 19 NNE, 68.1 69666,69,91,106189096,8 16,06.19.19. 66198,0 1606 .69.98.110899.116 -919.18.6 16.9,6066.6.1000 610.96.6.6619,9, 9,1 6216 1,686.01 .1.1198.98 90,10.8 .16 16.67 4110 99, .51 6696 91.19 6663 1,91 92. .6666 1,9 .66 906.619,816,06. 06.6 616.8.8.96 6.866 11.919.1.190,1 9196910,617669 80.19.919,08 99,8091 61066,069.6 PANT 6.16,661 9.019.61991 QUIT, 9.16.1 0,919.61,96.61 89186.909.96.68.1 .96.8066.991 6,8606 MIN 6,111881,996.61 616,116, 99,8091 FAT 99,969 MEN, 6/11.66 .9,6899,6166, 9691 6.99168. 9.019.9.191 90,19,816,091, 660,9990616.1.166 81..86998.9 806,18 CONN 0610,99,16,119 968011. • 96,99, 8116811,1.911.4869.... 51,66.66.161.11801, 10,1198 66198,0 TN. III1 ,8166,966,0 668.99118,0 60019,19.6. • 9.66619, 19885611.8.1.18 6,68.6991,16,61, 11/0.6199, /0999,1 86,8,999, TYPE BOUNDARY AND TO?OGRAPHIC SURVEY 166,81.90,00616.9,96. Paint 4969 96.6.1 416 6.6 62116 666, FAT ..161 9.69.6,9981.66 68,16166 FONT 60NCIATA .19,1 RAW PONT 6.169 6.691,961 9,161 81.1.19,1691 FAN 6.96 60698,96.1.8 .6.89.691166 616,969,19, 669,09,09.99, NNW,. MINNA! 6.06.616 6.61611,0 .0,16916, 891.091166,619 ,8899.91999 80,100. 9.1196.1.699,90 6896196.991, 5.98.9.9.1611.0 1,88,989,919966, 861,81.6.11,1 566,,,11096962066.661 60966.3,61,66. 12 116 16, 196 6,1 .1981 909,1.1.61 ROM,. YAM MUTT. WINN 1981,1 66,99,111.96616.61,99 90,91,9 566,,,11096962066.661 61.4.0098 60.010.69,9968 6111 6.119 .990 MINI ,9969,969 9.98.9.991 6.961.1166.1 6069010.08.9.9 60.186. NNW 96.1999,90 9,159,660.96860.16,6 88.69,69919 798,,,11.0.68609.61.9 61,1969.101 691 6,1 NTT 8131 9,9 9190100,06169, 9.66,068.0,999 0.66.96,166.69 6,9 969 6111 9391, 1890 4.2 NUM 99661 4.969691,698619696 .6.919 SANT NNW,. .11.166 6,169,660,68,16,68. ,,60,066.6069196. 1967 61, 4,62 6.6.9.6166 6,90 MINI ,99849.69,96 61916,0001.11. 60,91,91.66 MKT,. 9964 60,092,19,0,1 SANT NNW,. 668, 9.08,0066 6.9181,911.6.16.0 9,619,0 180 6,1 69, .66.6696,18 69166.608.1. .166.16.466.1.0 668, 6.99096. 609668,58.1.69.8 67.9 19.9 001 616,106 1616.061 16. 166 169 169 BOTPHICAL WAY 9.0008 065, 1060 6 NI TU .069 616 NNE., NTT NI TO 96 ROOTS 018169.0. 1166196 CANOPY Pleyallon IIEL 90,90,91 66.89,168,66,0 9.011.1,19.10 ,9108,166891.61, 996.19,99,11.0 666966,9661. 1999,981061.66,099 9016.0.0,16.9 VETCH, MLR,. 9691896.96616,0 66,11169,6,910 98.99,18,6 1,98.06.6.069610,91168 676,1681A NCO. .696 1,196,90 9.811961061.909.61.16 90,99,0941,69 9.8.99099.9096.9 99.898,9.8 90.16.619,919. 606.968,69.,96 199,991196169.761,18961 9,8896.961166.6 66.19.91,966.910 8099666,90,66,6 66.89,168,6616.0 996,19,99,11.0 6.6199,06,09.0991 MST 96.861 9691896.96666,0 666,1169,6,910 WINIESEMBII MINEMMOIE MMiMMINMEMEIM 61986,9860,8669 9.60.9 916,991.1 806,00. 1169 0919 SUN MITI 0066,18,981,61,0 8186,6,90190.66 89,991 PT. 6.608,86 ,98,8996.90 606668176.6.6, 18691,9061,10 5.8.16.91.969.0 6.911,16,19,161 ,08.916.16 99.1 86.69,196.91, 6.6911.9.1996.666.0 .89,6196,90 66.661.6699 PAW 9.898, 86.9 ,69111.8.86.81. 66.11..608068 .698609 NTT 6.9116. NUTT PA. 866.8196.91, 89.916.099.99.069,628 1.689,6996,90 CAW. 9.61 .661 PAIN ,68.896.1.90 60,700. 16 8111.16.996 9,9111,19,9996, 8.6.99 86.1.969991, 518.1996669.690 98.90 61964.86.10 56188,81.9.11.0 99.1 ,98,8996.90 8111.6,96 6,6660,66.61 6.811,16.1.0 ,69108,11.1996 15 981,99,196,99 9166090149,9,4 1.689,6996,90 8.68,9 MHO 561198,81669,0 CAW. 9.61 ,68.896.1.90 59,691.1819.0 6636.8 191.161,6669.,801.11, 1,651616.5.89 co gg- 519. No 57694-99 BOUNDARY AND TO CI CP PA ,02 ioloo AXICOINANIF ROO CO. RR CAI LI CI P COO APPI SABAI SACALPALMOM FP P 0. o. 0. 0. 10, in El IN in 1111 in Ili IIII IN NM NM NO 11111 III 111 In MI III II In on ■ IA 1A,A, PAINT. OAPAIPAINICITO SAIIIFF OGRAPHIC SURVEY IPA II A LIA II I I Al 0 She 7 Or 7 M-2640 CI T Y Item No. 1 0 F M I A PLANNING & ZONING DEPART ME URBAN DEVELOPMENT REVIEW BOARD (UDRB RESOLLJTION FOR RECOMMENDATION UDRB MEETING - 0 1/ 1 8/ 2 0 1 7 This submittal needs to be scheduled fora pubic hearing In accordance wkh timelines set forth in the City of Miami Code. The applicable decision -making body WIL review the Information at the public hearing to rend.r a recommendali on or a final tec ion. PZ-21-10809 08/20/21 A motion was made by Fidel Perez and seconded by Neil Hall for a Resolution recommending to the Director of the Department of Planning & Zoning of Approval with Conditions for the project Eastside Ridge SAP located at 5045 NE 2nd Avnue with a vote of 5 to 0. Vote List: Yes No Recused Absent Robert Behar (Chairman) ❑ El ■ ■ Dean Lewis (Vice Chair) ❑ ❑ 0 ■ WillyBennello ■ ■ ■ 0 Robin Bosco ►� ■ ■ ■ Neil Hall ® ■ ■ ■ Gerald G Marston ❑ ■ ■ ►;t Fidel Perez El ❑ ■ ■ Jesus Permuy ❑ ►4 • ■ AnthonyTzamtzis • ■ ■ >/ CONDITIONS: • The applicant will host a design charrette, with the community within 45 days to attempt to develop consensus, and prior to hearing at PZAB. • The applicant will attempt to maintain some portion or portions of the site as a sodded area to function as a park until its future phase of development. • The applicant will attempt to increase the size of the central park, and fortify the space with surrounding buildings. • The applicant will attempt to propose the transit station to one of the project's bounding streets, preferably to 51st Street. • The project's residential lobbies should be more directly connected to the commercial street frontages. • NE 3rd avenue and NE 3rd court's alignment through the site should be reevaluated. • Develop a ore sophisticated vocabulary for the squarer, more uniform building facades. • The appli nt will provide a complete developmenreeent prior to City Commission. Atte ncisco Gia, Planning & Zoning Director oseph Eisenberg, UDRB Liaison