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HomeMy WebLinkAboutApplication and Supporting Document 08-20-2021PU8Li Fhst Name: Email: City of Miami Planning Department & Office of Zoning http://www.miaffigov.com/plannint httpl/www miarrigov.com(zonng E-rmi eplanpz mmiamigov.com Planning (305) 416-1400 Zoning (305) 416-1495 Carli Last Name: ckoshal@brzoninglaw.com Comprehensive Plan Application Application Koshal 0/ Q. NOTICE This suemtal needs b he scheduled fora pueUc nearing in accordance with timelines set forth in the City of Marra Code. The applicable daemon -making Irly will reviewere Information at the palate hearing to render a recommended. or a final deddon. PZ-21-10935 08/20/21 _ V ktV!EW C0 PRIMARY APPLICANT INFORMATION Fist Name: Corporation: SPV Realty LC Address: 5205 NE2 COURT City: Miami Email: ckoshal@brzoninglaw.com Last Name: State: Phone: Florida Tip: (305) 574-5300 33137 PRIMARY OWNER INFORMATION Fist Name: Corporation: SPV Realty LC Address: 5205 NE2 COURT City: Miami Email: ckoshal@brzoninglaw.com Last Name: State: Phone: Florida hp: (305) 377-6223 33137 PROJECT INFORMATION Project Name: Project Address: City: Master Folio Nmnber: SPV SAP- FLUM Amendment 5035 NE 2 AV Miami 0132190130040 State: Florida Unit Number: hp: 33137 2 Gl SIGNATURE PURL/ orkk y G 0 Q. That under the penalty ofperjury, I declare that all the information contained in this pemit application is accurate to the best of my • That NO work or installation will coin -mince prior to the issuance of a building permit and that all work will be perfomaed to regulating construction and zoning in this jurisdiction. • I will, in all respects, perform work in accordance with the scope ofthe pewit, 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 maybe additional permits required from other entities. • Fees shall be paid prior to the review and issuance ofthe permit, as necessary. • Permit fees are non-refundable . NOTICE This submmal needs to be scheduled fore public nearing in accordance with timelines set forth in the City of Miami Code. The appliratle decsion-making b dy will reviewMe information at the public nearing to render a recommendedon or a final decision. PZ-21-10935 08/20/21 1r RFC I EW CO APPLICANT OWNER / OWNER REPRESENTATIVE Fits Name: Signature: Date: Sharon Last Name: Olson First Name: Signature: Date: Sharon Last Name: Olson 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 let bra public hearing In accordance wilt Inmellnes set forth in the City of Miami Cede. The appllcade decision -making belly nnll renew the Informagon at the pubec hearing to render a recommendation or a final tecia on. PZ-21-10935 08/20/21 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 G 0 PUBLIe 0 ix 8. Any and all documents submitted must be accompanied by a cover letter indicating the sub application number and hearing date. SPV Realty LC NOTICE This submittal needs to be schedu led for a public hearing in accordance wibi timelines set forth in the City of Miami Code. The applica de decision -making body will review the information at the public hearing to render a recommendation or a final decia on. PZ-21-10935 08/20/21 RE/lEW CO' 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 -Drive rS O identification. [Not_.‘��' 0 rr a ONCE 14 pRY4 Iranid M. Velazquez-Escudero NOTARY PUBLIC +ST: - : E FC�RIDA Comm# GG206119 Expires 4/11/2022 ommission Expires:CA as 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 schedted fora public hearing in accordance with timelines set forth in the City of Miami Cede. The applica tie decision -making bodywill renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 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 ie-1 -r�.33 Go to www.docverify.com at any time to verify or validate the authenticity and integrity of this or any other DocVerify VeriVal;d dlmen n -47 cl 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. 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. NOTICE This submittal needs to be scheduled for a public hearing in accordance with timelines set forth in the City of Miami Cede. The applica tie decision -making body will renew the In -format. at the public hearing to render a recommendation or a final decision. PZ-21-10935 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 Cede. The applica tie decision -making body will renew the In -format. at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 EW 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) �(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 1/40 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 DocVerify ID: 079BFAF9-A589.4A91-8DEB-AA8213839DDB6 www.docverify.com Page 2 of 2 2AA82DB39DDB6 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. NOTICE This submittal needs to be scheduled for a public hearing in accordance with timelines set forth in the City of Miami Cede. The applica tie decision -making body will renew the In -format. at the public hearing to render a recommendation or a final decision. PZ-21-10935 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: 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) (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 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) O PUBL, (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 Cede. The applica tie decision -making body will renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 V"' EwOD- 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 I-n online notarin, thr day h F-eir nci (Name of person making stateme%i''t) A ha1rel 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 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 NOTICE This submittal needs to be scheduled for a public hearing in accordance with timelines set forth in the City of Miami Ccde. The applica tie decision -making bodywill renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 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: 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 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 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. NOTICE This submittal needs to be scheduled for a public hearing in accordance with timelines set forth in the City of Miami Cede. The applica tie decision -making body will renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 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: 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) DocVerify ID: 1A67A8D7-2CA3-4EB9-B840-07C21D8C0483 www. docverify.corn Page 1 of 2 107C21 D8C0483 1111 EStAN11111 2021l02124 11:56:28 -8:00 1 A67A807-2CA3-4EB9-6840-07C2108C0483 DoeuSign Envelope ID: 89842CAE-BD8F-48D0-A194-5EDA6F15DC7B (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 Cede. The applica tie decision -making body will renew the In -format. at the public hearing to render a recommendation or a final decision. PZ-21-10935 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. ,-DocuSigned by: c 10, \--FifIRRRP:OFF9C14Ftir(mot Signature of Lobby a r, Sworn to (or affirmed) and subscribed before me by means of physical presence or online notarization, ti4 2W.., day STATE OF Florida COUNTY OF Miami -Dade County of February (Month) ,2021 (Year) [444AIA4^'A) �'�igna'iu�e of i' D1ary Public Personally Known: ✓ , by Carli Koshal OR Produced Identification: (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 DocVerify ID: 1A67A8D7-2CA3-4EB9-6840-07C21D8C0483 www.docverify.com Page 2 of 2 207C21 D8C0483 1111 III I (Verify 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 NOTICE This submittal needs to be schedted fora public hearing in accordance with timelines set forth in the City of Miami Ccde. The applica tie decision -making bodywill renew the In -forma. at the public hearing to render a recommendation or a final decision. PZ-21-10935 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: Betty Llerena (BII) February 24, 2021 11:58:07 -8:00 [818AEFE09ED9] [162.244.152.118] bllerena@brzoninglaw.com C) 7,4 I in 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 IIII 11III 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 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. NOTICE This submittal needs to be scheduled for a public hearing in accordance with timelines set forth in the City of Miami Cede. The applica tie decision -making body will renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 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: 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"t! (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.docvenify.corn Page 1 of 2 107C21 D8C0483 1111 M11 II I PUBL,� 1A67A8D7-2CA3-4EB9-13840-07021 D8C0483 --- 2021/02/24 11:56:28 -8:00 DoeuSign Envelope ID: 89842CAE-BD8F-48D0-A194-5EDA6F15DC7B (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 4 NOTICE This submittal needs to be scheduled for a public hearing in accordance with timelines set forth in the City of Miami Cede. The applica tie decision -making body will renew the In -format. at the public hearing to render a recommendation or a final decision. PZ-21-10935 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 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 ss.---A11RRRFQ7F7g4Ftl, Signature of Lobby online notarization, this _.„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 DocVerify ID: 1 A67A8D7-2CA3-4EB9-B840-07C21 D8C0483 www.docverify.com Page 2 of 2 207C21 D8C0483 4 PU$// ,e. 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 -40 kk NOTICE This submittal meals to be scheduled for a public hearing in accordance wiHi timelines set forth in the City of Miami Code. The appl ade decision -making bodywlll renew the information at the public hearing to render a recommendation or a final decision. V ReVI EW COY" PZ-21-10935 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: This submittal needs to be scheduled fora pubic hearing in accord once wM1h timelines set forth in the City of Miami Code. The applica decision -malting body will renew the information at the pubdc hearing to render a recommendation or a final decision. PZ-21-10935 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 DDocccuuSignned by: AppTresrtisop gPatu 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 M did 0 did not take an oath. Diana Ramos Commission # GG 308355 Notary Public - State of Florida My Commission Expires Apr 10, 2023 Lg Signature r Ramos 19-61D99E9CFB45 Page 1 of 1 161D99E9CFB45 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 Econornics August 2021 This submittal needs to be scheduled fora public hearing in accordance wkh timelines set forth in the City of Miami Code. The appLod decision -making body will renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 Table of Contents by Report Section A. Study Introduction and Summary of Impacts This submittal needs to be scheduled fora pubic hearing in accord ante wM1h timelines set forth in the City of Miami Code. The applies de decision -malting body will renew the information at the pubic hearing to render a recommendation or a final decision. PZ-21-10935 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. 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 public hearing in accord ante wM1h timelines set forth in the City of Miami Code. The applicade decision -malting bodywill renew the information at the public hearing to render a recommendation or a final decision. Subject Property Boundary (in RED) PZ-21-10935 08/20/21 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 5. Annual ongoing economic impacts from full project occupancy and o 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 Hotel SF 1 508,060 623 51,450 20,000 2 378,832 465 50,202 19,000 152,029 3 609,356 748 38,300 0 4 658,726 808 57,500 0 5 232,654 285 44,097 58,103 222,255 Total 2,387,628 2,929 241,549 97,103 374,284 ThIs submittal needs to be scheduled fora public hearing in accord ante wM1h timelines set fodh in the City of Miami Code. The applicade decision -malting body will renew the information at the public hearing to render a recommendation or a final decision. Hotel Rooms 162 238 400 PZ-21-10935 08/20/21 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 $10 million in capital contributions for the Sabal Palm Village project, including educational and business incubator facilities, scholarships, arts and sports programs, neighborhood beautification, public safety, and small business loan programs. FLORIDA ECONOMIC ADVISORS Peal Estate &Corporate Economics 2 4 PU$// Summary Table A.2 Eastside Ridge Development Miami (Miami -Dade County), Florida Presentation of Aggregate Economic and Fiscal Impacts (Phases 1 Through 5) NOTICE This submtal needs to be scheduled fora pubic hearing In accordance wM1h timelines set forth in the City of Miami Code. The applicable decision -making bodywill review the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 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 $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 Cotes FLORIDA ECONOMIC ADVISORS Peal Estate &Corporate Economics 3 Summary Table A.3 Eastside Ridge Development, Phase 1 Miami (Miami -Dade County), Florida Presentation of Economic and Fiscal Impacts This submittal needs to be scheduled fora public hearing In accordance wAh timelines set forth in the City of Miami Code. The appLica tie decision -making bodywill review Me Information at the public hearing to render a recommendation or a final decision. PZ-21-10935 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 $5,936,095 FLORIDA ECONOMIC ADVISORS Peal Esmre &Corporate Economics 4 4 PU$// Summary Table A.4 Eastside Ridge Development, Phase 2 Miami (Miami -Dade County), Florida Presentation of Economic and Fiscal Impacts NOTICE This submtal needs le be scheduled fora pubic hearing In accordance wM1h timellnee set forth in the City of Miami Code. The applicable decision -making bodywill review the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 RE FISCAL IMPACTS (5, 10, AND 20 YEAR HORIZONS) 5-Year Period 10-Year Period 20-Year Period I. Ad Valorem Revenue City of Miami $8,211,085 $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 Cotes FLORIDA ECONOMIC ADVISORS Peal Estate &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 wAh 4 metres set forth in the City of Miami Code. The applica tie decision -malting bodywill review the Infonnaton at the public hearing to render a recommendation or a final decision. PZ-21-10935 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 Esmre &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 submittal needs to be scheduled fora public hearing In accordance wAh timelines set forth in the City of Miami Code. The applica tie decision -malting bodywill review Me Infonnaton at the public hearing to render a recommendation or a final decision. 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 Estare &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 fora pubic hearing In accordance wM1h timelines set forth in the City of Miami Code. The applicable decision -making bodywiIL review the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 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 $7,337,393 $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 wM1h 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. PZ-21-10935 08/20/21 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 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 7.6665 0.3235 7.9900 Miami -Dade School Board Operating 6.9360 Debt Service 0.1930 TOTAL MIAMI-DADE SCHOOLS 7.1290 Regional Millages S. Florida Water Mgmt. Dist. 0.1152 Everglades Construction Project 0.0380 Okeechobee Basin 0.1192 FIND* 0.0320 Countywide Millages County Operating County Debt Service Library District 4.6669 0.4780 0.2840 Children's Trust Authority 0.4507 *FIND = Florida Inland Navigation District This submittal needs to be scheduled fora public hearing in accord ante wM1h timelines set forth in the City of Miami Code. The applicade decision -malting bodywill renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 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 Table B.3: Eastside Ridge Development, Phase 1 Miami (Miami -Dade County), Florida Ad Valorem Revenue Estimates from Project Assessed/Txbl. Year Valuation 1 $180,811,043 2 $186,235,374 3 $191,822,436 4 $197,577,109 5 $203,504,422 6 $209,609,555 7 $215,897,841 8 $222,374,776 9 $229,046,020 10 $235,917,400 11 $242,994,922 12 $250,284,770 13 $257,793,313 14 $265,527,113 15 $273,492,926 16 $281,697,714 17 $290,148,645 18 $298,853,104 19 $307,818,698 20 $317,053,259 TOTALS: AD VALOREM REVENUE ESTIMATES City of Miami -Dade S. Florida Everglades Okeechobee Miami Pub. Schools Water Mgmt. Construction Basin $1,444,680 $1,289,002 $20,829 $6,871 $1,488,021 $1,327,672 $21,454 $7,077 $1,532,661 $1,367,502 $22,098 $7,289 $1,578,641 $1,408,527 $22,761 $7,508 $1,626,000 $1,450,783 $23,444 $7,733 $1,674,780 $1,494,307 $24,147 $7,965 $1,725,024 $1,539,136 $24,871 $8,204 $1,776,774 $1,585,310 $25,618 $8,450 $1,830,078 $1,632,869 $26,386 $8,704 $1,884,980 $1,681,855 $27,178 $8,965 $1,941,529 $1,732,311 $27,993 $9,234 $1,999,775 $1,784,280 $28,833 $9,511 $2,059,769 $1,837,809 $29,698 $9,796 $2,121,562 $1,892,943 $30,589 $10,090 $2,185,208 $1,949,731 $31,506 $10,393 $2,250,765 $2,008,223 $32,452 $10,705 $2,318,288 $2,068,470 $33,425 $11,026 $2,387,836 $2,130,524 $34,428 $11,356 $2,459,471 $2,194,439 $35,461 $11,697 $2,533,256 $2,260,273 $36,525 $12,048 $38,819,099 $34,635,964 $559,695 $184,621 $21,553 $22,199 $22,865 $23,551 $24,258 $24,985 $25,735 $26,507 $27,302 $28,121 $28,965 $29,834 $30,729 $31,651 $32,600 $33,578 $34,586 $35,623 $36,692 $37,793 County County Library Children's FIND Operating Debt Service District Trust TOTAL $5,786 $5,960 $6,138 $6,322 $6,512 $6,708 $6,909 $7,116 $7,329 $7,549 $7,776 $8,009 $8,249 $8,497 $8,752 $9,014 $9,285 $9,563 $9,850 $10,146 $843,827 $869,142 $895,216 $922,073 $949,735 $978,227 $1,007,574 $1,037,801 $1,068,935 $1,101,003 $1,134,033 $1,168,054 $1,203,096 $1,239,188 $1,276,364 $1,314,655 $1,354,095 $1,394,718 $1,436,559 $1,479,656 $86,428 $51,350 $81,492 $3,851,818 $89,021 $52,891 $83,936 $3,967,372 $91,691 $54,478 $86,454 $4,086,393 $94,442 $56,112 $89,048 $4,208,985 $97,275 $57,795 $91,719 $4,335,255 $100,193 $59,529 $94,471 $4,465,312 $103,199 $61,315 $97,305 $4,599,272 $106,295 $63,154 $100,224 $4,737,250 $109,484 $65,049 $103,231 $4,879,367 $112,769 $67,001 $106,328 $5,025,748 $116,152 $69,011 $109,518 $5,176,521 $119,636 $71,081 $112,803 $5,331,816 $123,225 $73,213 $116,187 $5,491,771 $126,922 $75,410 $119,673 $5,656,524 $130,730 $77,672 $123,263 $5,826,220 $134,652 $80,002 $126,961 $6,001,006 $138,691 $82,402 $130,770 $6,181,037 $142,852 $84,874 $134,693 $6,366,468 $147,137 $87,421 $138,734 $6,557,462 $151,551 $90,043 $142,896 $579,128 $155,471 $22,673,949 $2,322,344 $1,379,803 $2,1 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 wM1h timelines set forth in the City of Miami Code. The applicabte decision -malting body will renew the information at the publie hearing to render a recommendation or a final decision. PZ-21-10935 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 bra public hearing In accordance with Omatinee set forth in the City of Miami Code. The applicade decision -malting bodywill renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 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 Snare &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 bra public hearing In accordance wth timelines set forth in the City of Miami Cute. The appticabe decision -malting bodywill renew the iulna/labor] at the public hearing to render a reeornmendaton or a final decision. PZ-21-10935 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 Estate &Corporate Economics 14 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: This submittal needs to be scheduled fora public hearing in accord ante wM1h timelines set forth in the City of Miami Code. The applicade decision -malting bodywill renew he information at the public hearing to render e recommendation or a final decision. Ad Valorem Non Ad -Valorem Operating Net Fiscal Revenues Revenues Expenditures Impact $1,444,680 $789,558 $1,597,332 $636,906 $1,488,021 $813,245 $1,645,252 $656,014 $1,532,661 $837,642 $1,694,609 $675,694 $1,578,641 $862,771 $1,745,448 $695,965 $1,626,000 $888,654 $1,797,811 $716,844 $1,674,780 $915,314 $1,851,745 $738,349 $1,725,024 $942,774 $1,907,298 $760,500 $1,776,774 $971,057 $1,964,517 $783,315 $1,830,078 $1,000,188 $2,023,452 $806,814 $1,884,980 $1,030,194 $2,084,156 $831,019 $1,941,529 $1,061,100 $2,146,680 $855,949 $1,999,775 $1,092,933 $2,211,081 $881,628 $2,059,769 $1,125,721 $2,277,413 $908,076 $2,121,562 $1,159,493 $2,345,735 $935,319 $2,185,208 $1,194,277 $2,416,108 $963,378 $2,250,765 $1,230,106 $2,488,591 $992,280 $2,318,288 $1,267,009 $2,563,249 $1,022,048 $2,387,836 $1,305,019 $2,640,146 $1,052,709 $2,459,471 $1,344,170 $2,719,350 $1,084,291 $2,533,256 $1,384,495 $2,800,931 $1,116,819 $38,819,099 $21,215,719 $42,920,902 $17,113,916 PZ-21-10935 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 wM1h timelines set forth in the City of Miami Code. The appllcabte decision -malting body will rewew the information at the public hearing to render a recorranendanon or a final decision. 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-21-10935 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 Snare &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 bra public hearing in ccorbonce with tmelines set forth in the City of Miami Code. The appllca de decision -malting body will review the information at the public hearing to render a recormendabon or a final decision. 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-21-10935 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 Estate &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 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. This submittal needs to be scheduled fora pubic hearing in accordance with timelines set forth in the City of Miami Code. The appticatle decision -malting body will renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 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 Snare &Corporate Economics 18 Table B.10: Eastside Ridge Development, Phase 1 Miami (Miami -Dade County), Florida Estimates of Total Economic Activity from Lease Out & Occupancy Multifamily Apartment This su bmktal needs to be scheduled fora public hearing In accordance wth timelines set forth in the City of Miami Code. The applies tie decision -making body NC review the information at the public hearing to render a recommendation or a final decision. 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-21-10935 08/20/21 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 suited for estimating the impacts of small changes on a regional economy. To e 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. ThIs submittal needs to be scheduled for a public hearing in accordance loath timelines set forth in the City of Miami Code. The appbcab'.e decision -malting body will renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 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. 4 NOTICE This submittal needs to be scheduled for a pubic hearing in accordance wM timelines set forth in the City of Miami Code. The appticabe decision -malting body will review the information at the public hearing to render a recommended on or a final decision. PZ-21-10935 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 Esmte &Corporate Economics 21 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 This submittal needs to be scheduled fora pubic hearing in accord ante wM1h timelines set forth in the City of Miami Code. The applica tie decision -malting body will renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 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 City of Miami $1,546,595 $1,592,993 $1,640,783 $1,690,007 $1,740,707 $1,792,928 $1,846,716 $1,902,117 $1,959,181 $2,017,956 $2,078,495 $2,140,850 $2,205,075 $2,271,227 $2,339,364 $2,409,545 $2,481,832 $2,556,287 $2,632,975 $2,711,964 AD VALOREM REVENUE ESTIMATES Miami -Dade S. Florida Everglades Okeechobee County County Library Children's Pub. Schools Water Mgmt. Construction Basin FIND Operating Debt Service District $1,379,935 $1,421,333 $1,463,973 $1,507,892 $1,553,129 $1,599,723 $1,647,714 $1,697,146 $1,748,060 $1,800,502 $1,854,517 $1,910,152 $1,967,457 $2,026,481 $2,087,275 $2,149,893 $2,214,390 $2,280,822 $2,349,247 $2,419,724 $22,299 $22,968 $23,657 $24,367 $25,098 $25,850 $26,626 $27,425 $28,248 $29,095 $29,968 $30,867 $31,793 $32,747 $33,729 $34,741 $35,783 $36,857 $37,962 $39,101 $7,356 $7,576 $7,803 $8,038 $8,279 $8,527 $8,783 $9,046 $9,318 $9,597 $9,885 $10,182 $10,487 $10,802 $11,126 $11,460 $11,803 $12,158 $12,522 $12,898 $23,073 $23,765 $24,478 $25,213 $25,969 $26,748 $27,551 $28,377 $29,228 $30,105 $31,008 $31,939 $32,897 $33,884 $34,900 $35,947 $37,026 $38,136 $39,280 $40,459 $6,194 $6,380 $6,571 $6,768 $6,972 $7,181 $7,396 $7,618 $7,847 $8,082 $8,324 $8,574 $8,831 $9,096 $9,369 $9,650 $9,940 $10,238 $10,545 $10,861 $903,355 $930,456 $958,369 $987,120 $1,016,734 $1,047,236 $1,078,653 $1,111,013 $1,144,343 $1,178,673 $1,214,034 $1,250,455 $1,287,968 $1,326,607 $1,366,405 $1,407,398 $1,449,620 $1,493,108 $1,537,901 $1,584,038 $92,525 $54,973 $95,300 $56,622 $98,159 $58,321 $101,104 $60,070 $104,137 $61,872 $107,262 $63,729 $110,479 $65,640 $113,794 $67,610 $117,208 $69,638 $120,724 $71,727 $124,346 $73,879 $128,076 $76,095 $131,918 $78,378 $135,876 $80,729 $139,952 $83,151 $144,151 $85,646 $148,475 $88,215 $152,929 $90,862 $157,517 $93,588 $162,243 $96,395 Trust TOTAL $87,240 $89,858 $92,553 $95,330 $98,190 $101,135 $104,170 $107,295 $110,513 $113,829 $117,244 $120,761 $124,384 $128,115 $131,959 $135,918 $139,995 $144,195 $148,521 $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 $4,123,545 $4,247,251 $4,374,669 $4,505,909 $4,641,086 $4,780,318 $4,923,728 $5,071,440 $5,223,583 $5,380,290 $5,541,699 $5,707,950 $5,879,189 $6,055,564 $6,237,231 $6,424,348 $6,617,079 $6,815,591 $7,020,059 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: Table C3: Eastside Ridge Development, Phase 2 Estimated Impact Fee Generation - Miami -Dade County Based on Retail Inventory of; 50,202 sq. feet retail Office Inventory of; 19,000 sq. feet office and Multifamily Residential Inventory of 465 dwelling units and Hotel Inventory of 152,029 162 sq. ft. - rooms Retail Multifamily Office Hotel Total Road $705,243 $1,992,826 $295,484 $1,445,116 $4,438,668 Fire $23,997 $207,738 $6,747 $72,670 $311,152 Police $20,322 $271,081 $7,691 $61,541 $360,635 School $284,414 $284,414 Parks (Middle Dist.) $854,101 $854,101 Total Impact Fees $749,561 $3,610,160 $309,922 $1,579,327 $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 submittal needs to be scheduled fora public hearing in ccord once wM1h timelines set forth in the City of mi Code. The applicade decision -malting bodywlll new the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 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 lk, 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 public hearing in cc orb ante wM1h timelines set forth in the City of Miaml Code. The applica decision -making body will renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10935 /20/21 FLORIDA ECONOMIC ADVISORS Peal Estate &Corporate Economics 25 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 This submittal needs to be scheduled fora pubic hearing in accord ante wM1h timelines set forth in the City of Miami Code. The applica tie decision -malting body will renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 FLORIDA ECONOMIC ADVISORS Real 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 TOTALS: AD VALOREM REVENUE ESTIMATES City of Miami -Dade S. Florida Everglades Okeechobee County Miami Pub. Schools Water Mgmt. Construction Basin $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 $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 County Library Children's FIND Operating Debt Service District Trust $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 $84,318 $86,847 $89,453 $92,136 $94,900 $97,747 $100,680 $103,700 $106,811 $110,015 $113,316 $116,715 $120,217 $123,823 $127,538 $131,364 $135,305 $139,364 $143,545 $147,851 $50,097 $51,600 $53,148 $54,742 $56,384 $58,076 $59,818 $61,613 $63,461 $65,365 $67,326 $69,345 $71,426 $73,569 $75,776 $78,049 $80,390 $82,802 $85,286 $87,845 $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 $37,871,359 $33,790,353 $546,030 $180,114 $564,989 $151,675 $22,120,381 $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 1\ 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 This submittal needs to be scheduled fora public hearing in accord ante wM1h timelines set forth in the City of Mlami Code. The applica decision -making body will rexew the information at the public hearing to render a recommendation or a final decision. 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-21-10935 08/20/21 FLORIDA ECONOMIC ADVISORS Peal Eslare &Corporate Economics 28 Table D5: Eastside Ridge Development, Phase 3 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 $195,996,306 $57,722,052 1,025 Indirect/Induced Impacts $165,871,673 $54,035,041 1,390 Total Impacts $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 public hearing in ccord once wM1h timelines set forth in the City of Miami Code. The applica decision -malting body will renew the information at the public hearing to render a recommendation or a final decision. FLORIDA ECONOMIC ADVISORS Peal Estate &Corporate Economics 29 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 This submittal needs to be scheduled fora pubic hearing in accord ante wM1h timelines set forth in the City of Miami Code. The applica tie decision -malting body will renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 FLORIDA ECONOMIC ADVISORS Real 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: City of Miami $1,633,981 $1,683,001 $1,733,491 $1,785,496 $1,839,060 $1,894,232 $1,951,059 $2,009,591 $2,069,879 $2,131,975 $2,195,934 $2,261,812 $2,329,667 $2,399,557 $2,471,543 $2,545,690 $2,622,060 $2,700,722 $2,781,744 $2,865,196 $43,905,691 AD VALOREM REVENUE ESTIMATES Miami -Dade S. Florida Everglades Okeechobee County Pub. Schools Water Mgmt. Construction Basin FIND Operating $1,457,904 $1,501,641 $1,546,690 $1,593,091 $1,640,884 $1,690,110 $1,740,814 $1,793,038 $1,846,829 $1,902,234 $1,959,301 $2,018,080 $2,078,623 $2,140,981 $2,205,211 $2,271,367 $2,339,508 $2,409,693 $2,481,984 $2,556,444 $23,559 $24,266 $24,994 $25,743 $26,516 $27,311 $28,130 $28,974 $29,844 $30,739 $31,661 $32,611 $33,589 $34,597 $35,635 $36,704 $37,805 $38,939 $40,107 $41,310 $7,771 $8,004 $8,244 $8,492 $8,746 $9,009 $9,279 $9,558 $9,844 $10,140 $10,444 $10,757 $11,080 $11,412 $11,755 $12,107 $12,470 $12,844 $13,230 $13,627 $24,377 $25,108 $25,861 $26,637 $27,436 $28,259 $29,107 $29,980 $30,880 $31,806 $32,760 $33,743 $34,755 $35,798 $36,872 $37,978 $39,118 $40,291 $41,500 $42,745 $6,544 $6,740 $6,943 $7,151 $7,365 $7,586 $7,814 $8,048 $8,290 $8,539 $8,795 $9,059 $9,330 $9,610 $9,899 $10,196 $10,501 $10,816 $11,141 $11,475 $954,396 $983,028 $1,012,519 $1,042,895 $1,074,182 $1,106,407 $1,139,599 $1,173,787 $1,209,001 $1,245,271 $1,282,629 $1,321,108 $1,360,741 $1,401,563 $1,443,610 $1,486,919 $1,531,526 $1,577,472 $1,624,796 $1,673,540 County Debt Service Library Children's District Trust TOTAL $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 $39,174,427 $633,033 $208,813 $655,014 $175,843 $25,644,990 $2,626,648 $1,560,603 $2, 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 sq. feet retail sq. feet office 808 dwelling units 0 0 sq. ft. - rooms 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 public hearing in coord ante wM1h timelines set fodh in the City of Miami Code. The applica decision -making body will rexew the Information at the public hearing to render a recommendation or a final decision. 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 Year Revenues Revenues 1 $1,633,981 2 $1,683,001 3 $1,733,491 4 $1,785,496 5 $1,839,060 6 $1,894,232 7 $1,951,059 8 $2,009,591 9 $2,069,879 10 $2,131,975 11 $2,195,934 12 $2,261,812 13 $2,329,667 14 $2,399,557 15 $2,471,543 16 $2,545,690 17 $2,622,060 18 $2,700,722 19 $2,781,744 20 $2,865,196 $964,782 $993,725 $1,023,537 $1,054, 243 $1,085,870 $1,118,446 $1,152,000 $1,186,560 $1,222,157 $1,258,821 $1,296,586 $1,335,483 $1,375,548 $1,416,814 $1,459,319 $1,503,098 $1,548,191 $1,594,637 $1,642,476 $1,691,750 TOTALS: $43,905,691 $25,924,044 Operating Expenditures $1,951,822 $2,010,376 $2,070,688 $2,132,808 $2,196,792 $2,262,696 $2,330,577 $2,400,494 $2,472,509 $2,546,685 $2,623,085 $2,701,778 $2,782,831 $2,866,316 $2,952,305 $3,040,875 $3,132,101 $3,226,064 $3,322,846 $3,422,531 $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-21-10935 8/20/21 FLORIDA ECONOMIC ADVISORS Peal Estate &Corporate Economics 32 Table E5: Eastside Ridge Development, Phase 4 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 $227,225,890 $66,919,346 1,189 Indirect/Induced Impacts $192,301,270 $62,644,856 1,611 Total Impacts $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 This submittal needs to be scheduled fora public hearing in cc orb ante wM1h timelines set forth in the City of Miami Code. The applica decision -malting body will renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 FLORIDA ECONOMIC ADVISORS Peal Estate &Corporate Economics 33 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 This submittal needs to be scheduled fora pubic hearing in accord ante wM1h timelines set forth in the City of Miami Code. The applica tie decision -malting body will renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 FLORIDA ECONOMIC ADVISORS Real 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 Miami Pub. Schools Water Mgmt. Construction Basin FIND Operating Debt Service District $1,382,031 $1,233,104 $19,926 $6,573 $20,618 $5,535 $807,234 $82,680 $49,124 $1,423,492 $1,270,097 $20,524 $6,770 $21,237 $5,701 $831,451 $85,160 $50,597 $1,466,197 $1,308,200 $21,140 $6,973 $21,874 $5,872 $856,395 $87,715 $52,115 $1,510,183 $1,347,446 $21,774 $7,182 $22,530 $6,048 $882,087 $90,346 $53,679 $1,555,489 $1,387,870 $22,427 $7,398 $23,206 $6,230 $908,549 $93,057 $55,289 $1,602,153 $1,429,506 $23,100 $7,620 $23,902 $6,417 $935,806 $95,848 $56,948 $1,650,218 $1,472,391 $23,793 $7,848 $24,619 $6,609 $963,880 $98,724 $58,656 $1,699,724 $1,516,563 $24,507 $8,084 $25,358 $6,807 $992,796 $101,686 $60,416 $1,750,716 $1,562,059 $25,242 $8,326 $26,118 $7,012 $1,022,580 $104,736 $62,228 $1,803,238 $1,608,921 $25,999 $8,576 $26,902 $7,222 $1,053,258 $107,878 $64,095 $1,857,335 $1,657,189 $26,779 $8,833 $27,709 $7,439 $1,084,856 $111,115 $66,018 $1,913,055 $1,706,905 $27,582 $9,098 $28,540 $7,662 $1,117,401 $114,448 $67,998 $1,970,446 $1,758,112 $28,410 $9,371 $29,396 $7,892 $1,150,923 $117,882 $70,038 $2,029,560 $1,810,855 $29,262 $9,652 $30,278 $8,128 $1,185,451 $121,418 $72,140 $2,090,447 $1,865,181 $30,140 $9,942 $31,187 $8,372 $1,221,014 $125,061 $74,304 $2,153,160 $1,921,136 $31,044 $10,240 $32,122 $8,623 $1,257,645 $128,812 $76,533 $2,217,755 $1,978,770 $31,976 $10,548 $33,086 $8,882 $1,295,374 $132,677 $78,829 $2,284,287 $2,038,133 $32,935 $10,864 $34,078 $9,149 $1,334,235 $136,657 $81,194 $2,352,816 $2,099,277 $33,923 $11,190 $35,101 $9,423 $1,374,262 $140,757 $83,630 $2,423,401 $2,162,256 $34,941 $11,526 $36,154 $9,706 $1,415,490 $144,979 $86,138 $37,135,703 $33,133,971 $535,423 $176,615 $554,014 $148,729 $21,690,690 Children's Trust $77,958 $80,296 $82,705 $85,186 $87,742 $90,374 $93,086 $95,878 $98,754 $101,717 $104,769 $107,912 $111,149 $114,483 $117,918 $121,455 $125,099 $128,852 $132,718 $136 $2,221,635 $1,319,967 $ TOTAL $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 Road Fire Police School Parks (Middle Dist.) Retail Multifamily $619,479 $1,223,864 $21,078 $127,579 $17,850 $166,480 $174,669 $524,534 NOTICE This submitlal needs to be scheduled fora public hearing In accord once wth timelines set fodh in the City of Miami Code. The applica decision -malting body will review the information at the public hearing to render a recommendation or a final decision. Office Hotel Total $903,606 $2,112,651 $4,859,600 $20,632 $106,238 $275,528 $23,520 $89,969 $297,820 $174,669 $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 Year 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Ad Valorem Revenues $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 Non Ad -Valorem Revenues $553,738 $570,351 $587,461 $605,085 $623,238 $641,935 $661,193 $681,028 $701,459 $722,503 $744,178 $766,504 $789,499 $813,184 $837,579 $862,706 $888,588 $915,245 $942,703 $970,984 TOTALS: $37,135,703 $14,879,160 Operating Net Fiscal Expenditures Impact $1,120,252 $815,518 $1,153,860 $839,983 $1,188,475 $865,183 $1,224,130 $891,138 $1,260,854 $917,872 $1,298,679 $945,409 $1,337,640 $973,771 $1,377,769 $1,002,984 $1,419,102 $1,033,074 $1,461,675 $1,064,066 $1,505,525 $1,095,988 $1,550,691 $1,128,867 $1,597,212 $1,162,733 $1,645,128 $1,197,615 $1,694,482 $1,233,544 $1,745,316 $1,270,550 $1,797,676 $1,308,667 $1,851,606 $1,347,927 $1,907,154 $1,388,364 $1,964,369 $1,430,015 $30,101,595 $21,913,269 PZ-21-10935 8/20/21 FLORIDA ECONOMIC ADVISORS Peal Estate &Corporate Economics 36 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 This submittal needs to be scheduled fora public hearing in ccord once wM1h timelines set forth in the City of Miami Code. The applicade decision -malting bodywill renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 FLORIDA ECONOMIC ADVISORS Peal Estate &Corporate Economics 37 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 NOTICE This submittal needs to be scheduled fora pubkc hearing in ccordance wTh timelines set forth in the City of Mlami Code. The applica de decision -making body will renew the Information at the pubkc hearing to render a recommendation or a final decision. PZ-21-10935 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 PUBZ,C C, O Q. 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 NOTICE This submittal needs to be scheduled fora public hearing in accordance wAh timelines set forth in the City of Miami Code. The applica Fie decision -ma Xing body review the Information at the public hearing to render a recommendation or a final decision. 4 REVJEW CO' PZ-21-10935 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 NOTICE This submittal needs to be scheduled fora pubkc hearing in ccordance wTh timelines set forth in the City of Mlami Code. The applica de decision -making body will rewew the Information at the pubkc hearing to render a recommendation or a final decision. PZ-21-10935 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 NOTICE This submittal needs to be scheduled fora public hearing in accord ante wki timelines set forth in the City of Miami Cede. The applicetle decision -ma Xing body renew the Information at the pubic hearing to render a recommendat 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-21-10935 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. PUBZ,C C, 0 Q. 4. Definitions. Capitalized terms which are not specifically defined her the meaning given to them in Miami 21. NOTICE This submittal needs to be scheduled fora pubkc hearing in ccordance wTh timelines set forth in the City of Mlami Code. The applica de decision -making body will renew the Information at the pubkc hearing to render recommendatlon or a final decision. PZ-21-10935 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. rE "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. 44 cottS PUal. ,C C, 0 Q. "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 "County" means Miami -Dade County, a political subdivision of the State of Flo NOTICE This submittal needs to be scheduled fora public hearing in accordance wah timelines set forth in the City of Miami Code. The appticu de decision -making body will reWew the Information at the public hearing to render a recommendation or a final decision. • 4 dc•REb! E "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 PZ-21-10935 08/20/21 44 cotI,Q 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). 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 bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10935 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. NOTICE This submittal needs to be scheduled fora pubkc hearing in ccordance wTh timelines set forth in the City of Mlami Code. The applica de decision -making body will rewew the Information at the pubkc hearing to render a recommendation or a fecal decision. "Park Land" means those portions of the Property identified in the SAP as Space Park" on Sheet of the Design Guidelines. PZ-21-10935 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 0 PU8 C, 0 Q. 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. NOTICE This submittal needs to be scheduled fora pubc hearing in accordance wM 9meLines set forth in the City of Miami Code. The applicable decision -ma Xing bodywill renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 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. 4 4 REV! EW CO�Q "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 0 PU8 C, 0 Q. b. To authorize Redevelopment of the Property pursuant to Sab SAP; and NOTICE This submittal needs to be scheduled fora public hearing in accordance wM timelines set forth in the City of Miami Code The applicable decision -making bodywill review the information at the public hearing to render a recommendation or a final decision. c. To provide Owner assurance that it may proceed with the develo:`'tiff EW CO the Property in accordance with the SAP and existing laws and policies PZ-21-10935 08/20/21 the Effective Date consistent with the Florida Local Government Development Agreement Act. 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 PUBZ,C C, O Q. 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. NOTICE This submittal needs to be scheduled fora public hearing in ccordance with 4melines set forth in the City of Miami Code. The applicable decision -making body will reWew the Information at the public hearing to render a recommendation or a final decision. k. REV! EW CO PZ-21-10935 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 PUBZ,C C, O Q. 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. NOTICE This submittal needs to be scheduled fora public hearing in accordance wM timelines set forth in the City of Miami Code. The applicable decision -ma Xing bodywill review the Information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 1Et 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 44 co, 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. NOTICE This submittal needs to be scheduled fora pubkc hearing in ccordance wTh timelines set forth in the City of Mlami Code. The applica de decision -making body will rewew the Information at the pubkc hearing to render a recommendation or a final decision. PZ-21-10935 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. PUBZ,C C, O Q. 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 NOTICE This submittal needs to be scheduled fora public hearing in accordance wit, timelines set forth in the City of Miami Code. The apllce Fie decision -making body will reWew the Information at the public hearing to render a recommendation or a final decision. 44, 4 REV! EW CO�Q PZ-21-10935 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: PUal. ,C C, O Q. 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. NOTICE i in This submittal needs to be scheduled fora public hearing accordance wM timelines set forth in the City of Miami Code . The applicable decision -making bodywill review the information at the public hearing to render a rsommendati on or a final decision. PZ-21-10935 08/20/21 44, 4 REV! Ew COY 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 0 PU8 C, 0 Q. 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 NOTICE This submittal needs to be scheduled fora public hesring in accordance wM 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-21-10935 08/20/21 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: IE 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; 44 co PUBZ,C iv. An enhanced rapid rectangular flashing beacon enhanced crosswalk on NE 4 Court on the north side o and, C, 0 Q. NOTICE This submittal needs to be scheduled fora public hearing in accordance with timelines set forth in the City of Miami Cede. The applicable decision -making body review the Information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 REbl E v. Re -alignment of NE 3 Avenue on the north and south side of Street. 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. 44 cotI,Q NOTICE This submittal needs to be scheduled fora pubkc hearing in ccordance wTh timelines set forth in the City of Mlami Code. The applica Lie decision -making body will renew the Information at the pubkc hearing to render a recommendation or a final decision. PZ-21-10935 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 pUBL, building to be demolished opts not to relocate to another Design Place. s c, O Q. c. When construction of Phase 1 of the SAP is completed, residents 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. NOTICE This submittal needs to be scheduled fora public hearing in accordance wall timelines set forth in the City of Miami Code. The applies Fie decision -ma Xing body review the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 22. Transportation and Traffic Improvements. 4 lEWGO�� 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. NOTICE This submittal needs to be scheduled fora public hearing in accordance with 4melines 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-21-10935 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 contribute 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: NOTICE This submittal needs to be scheduled fora public hearing accordance wit timelines set forth in the City of Miami Code. The applicable decision -ma Xing body review the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 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 reply required (12' minimu hI v I I' This uubmRtal n¢etls to be.. schetluh na�o�an�wOmeiin®se Mlami Cotle. The appliczde tlecisi reWew ihelnbnnation at the pubs �ommentlati°°°rahr PZ-21-10 2" —3" 2" 9, 08/20/2 4„ —6„ 4„ 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 tl for a public heuring forth in the City of on-malung bodywiil c hearing to render ral decision. 935 1 0 PU8 C, 0 Q. 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. NOTICE This submittal needs to be scheduled fora public hearing in accordance with timelines set forth in the City of Miami Cede. The apptica Fie decision -making body review the Information at the public hearing to render a recommendation or a final decision. R PZ-21-10935 08/20/21 44 1EW co�Q 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: NOTICE This submittal needs to be scheduled fora public hearing accordance with timelines set forth in the City of Miami Code. The applicable decision -ma Xing bodywill review the Information at the public hearing to render a recommendation or a final decision. PZ-21-10935 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. 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. NOTICE This submittal needs to be scheduled fora public hearing accordance with timelines set forth in the City of Miami Code. The applicable decision -ma Xing bodywIIL renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 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 PUBZ,C C, O Q. 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. 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 review the Information at the public hearing to render a recommendation or a final decision. 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. PZ-21-10935 08/20/21 4<t REVIEW CO�Q 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 NOTICE This submittal needs to be scheduled fora pubkc hearing in ccordance wTh timelines set forth in the City of Mlami Code. The applica de decision -making body will renew the Information at the pubkc 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-21-10935 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 PUal. ,C C, O Q. 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 NOTICE This submittal needs to be scheduled fora public hearing in accordance with tmelines set forth in the City of Miami Code. The apptice Fie decision -making body review the Information at the public hearing to render a recommendation or a final decision. tgt‘' REVIEW CO' 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. PZ-21-10935 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. PUal. ,C C, 0 Q. 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 V y Agreement which is not cured within thirty (30) days after receipt 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. NOTICE This submittal needs to be scheduled for a public hearing in accordance wM timelines set forth in the City of Miami Code. The applicable decision -making bodywill review the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 tik944 lFW C° 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. 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 NOTICE 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 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. This submittal needs to be scheduled for a punt hearing in accord ante wM timelines set forth in the City of Miami Code. The applicable decision -ma Xing bodywill renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 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. NOTICE This submittal needs to be scheduled fora public hearing in accordance wM timelines set forth in the City of Miami Code. The applicable decision -ma Xing bodywIIL review the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 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 C"\ NOTICE This submittal needs to be scheduled fora public hearing in ceordance wTh timelines set forth in the City of Mlami Code. The applica tie decision -making body will renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10935 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 NOTICE This submittal needs to be scheduled fora pu bac hearing in ceordance wTh timelines set forth in the City of Mlami Code. The applica de decision -making body will renew the Information at the pu bac hearing to render a recommendation or a final decision. PZ-21-10935 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 MTULV incrrcc L '-' M noir .i. N 55- 1 Gra-fr..D X" TIN TER *0 Dja..",-7°C.JCV NF n5TH ST ,... . NE 5ITH ST UNNAMED ,. 'NE SaiRD'ST - F MP • 1Rrs 1 P. 14-7T Ti NE•.:52NV,TEN • 71 r 'OW E/ zDIw ci mo City's Future Land Use Map Excerpt • - • peel %kr rdt pry/t1/N/E /41 s/T. gioTti TER 4 NE 3CTII.S1 iI? MallAgn is? 144 City's Zoning Map Excerpt 1,.1.3377 z'OTW:37 7_12E71.1..1Z--GA LW. NOTICE This submittal needs to te scheduled for pane hearing in acoordance wth t mellnes set forth in the City of Kam Code. The applica tie decision -ma lung body will. review the Information the pane hearing to render a recommendation or a final decision PZ-21-10935 08/20/21 Exhibit C: SAP Regulating Plan and Design Guidelines [Under Separate Cover] c>s(c646 NOTICE This submittal needs to be scheduled for a public hesring in ccordance wTh timelines set forth in the City of Mlami Code. The @polka tie decision -ma Xing body will renew the Information at the pubc hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 Exhibit D Public and Community Benefit Contributions This submittal needs to be scheduled fora public hearing in accord ante wM1h timelines set forth in the City of Miami Code. The applicade decision -malting bodywill renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 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. 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 be scheduled for a puboc hearing in accordance with timelines set forth come City of Miami Code. The applicab a decision -making body will renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 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. 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. This submittal needs to be scheduled for a public hearing in accordance with timelines set forth come 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-21-10935 08/20/21 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: 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 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 This submittal needs to be scheduled fora public hearing in accord once wM1h timelines set forth in the City of Miami Code. The applicade decision -malting bodywlll renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 Kimley>>>Horn © 2021 EXHIBIT D-1 Enhanced Crosswalk Raised Intersection Raised Intersection Raised Intersection Speed Table rPIS M Raised Intersection EXHIBIT D-1 Speed Table Speed Table Speed Table *., ENE 73rd Street N."•f y_#••"!r; sit!.. ...1i - NE 72"d Street - -C '` 3 1 o -1"4 P‘wr itir—.5 a) r44.41,1111t4" Stree NE 70th Street NE 68th Street - NE 68th Street NE 67th Street �+ NE 66th i ti ril rig t J. NE 65th Street NE 64th Street Speed Table Roundabout Speed Table Speed Table a L3.air.r7r -n Speed Table Speed Table Speed Table Comprehensive Neighborhood Traffic Calming Plan NOTICE Thla submittal needc b be scheduled fora public hearing In accordance with time Ines 3et forth In the Clty of Miami C We. The applicable decicicn-making body will reWewte Intonnaion at the pubbe hearing to render a recommendation or a final deeIs on. 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 NOTICE This submittal needs to be scheduled fora public hearing in accordance wth timelines set forth in the City of Miami Code. The applicable decision -making bodywtIL review the information at the public hearing to render a recommended on or a final tleciv on. 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 AERIAL EPLAN ID: PZ-21-10935 COMPREHENSIVE PLAN AMENDMENT ADDRESSES: 5035 NE 2 AV; 5175 NE 2 AV; and 5125 NE 2 CT 0 250 500 1,000 Feet 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 decision. PZ-21-10935 08/20/21 NE 55TH ST 11 ■ .,rfr►I� NE.51 STiST s_ 11111111U NE,50TH ST New I I NE 56TH ST =1.111111• 911111111.l® immtilinisTER z NE 55TH TER _. 111111011.1. 0 �'9■■��i■ice" W11111'11z • • MEM IMIZEIDAT 101111111111A tw 11I11llI11:': a 11© 111■1 w INMI ■ NE 53RD ST e�- NFS'ST TFR MIT51STtST NE,51ST[ST WI W2 e' NE 53RD.ST NE 52NDITER T �2® S 7 mom Y• I NE,50THITER BAY rr 111111/Isaillirla POINTRD 'a y FUTURE LAND USE MAP (EXISTING) EPLAN ID: PZ-21-10935 COMPREHENSIVE PLAN AMENDMENT ADDRESSES: 5035 NE 2 AV; 5175 NE 2 AV; and 5125 NE 2 CT 0 250 500 1,000 Feet H U w z NE 55TH ST 51STST NE 50TH TER NE 56TH ST MediumDens nsity NE 55TH ST Restricted L Commercial NE 54TH'ST MajorZst, Facilities, Transp And Public NE 55TH TER NE 53RD ST Medium Density y Multifamily Residential NE 51 ST TER NE 55TH TER This submktal 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 Infonnadon at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 r c NE 56TH ST ENE 55TH NE 55TH TER TER = 2 v Q� L LLl z a NE 55TH ST, NE 53RD ST NE 52ND-NE'52ND TER TER NE 52ND ST Restricted/ Commercial NE 51ST-ST- NE 51 ST ST FUTURE LAND USE MAP (PROPOSED) EPLAN ID: PZ-21-10935 COMPREHENSIVE PLAN AMENDMENT ADDRESSES: 5035 NE 2 AV; 5175 NE 2 AV; and 5125 NE 2 CT 0 250 500 1,000 Feet w z NE 55TH ST Low, Density Restricted Commercia i i i i i ii Y NE'53RD'ST 51STST NE5OTH TER- l�II. J Mlj NE 56TH ST Lit(- z z Duplex ci Residential w a t z NE 55TH TER NE 55TH ST N E' 54TH' ST Major Inst, Facilities, Transp And NE 50TH Restricted 51ST ST. Commercial This submktal 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 Infonnadon at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 r c NE 56TH ST /NE 55TH NE 55TH_ TER TER NE 53RD ST NE 52ND TER NE 52ND ST Restricted Commercial NE 51ST-ST- NE 51 ST ST PLANNING DEPARTMENT Project Fact Sheet This document is used to provide a summary for Planning Department related projects. PROJECT INFORMATION Project Name: PZ-21-10935 Project Address: 5035 and 5175 NE 2 Av, and 5125 NE 2 Ct APPLICANT INFORMATION Company Name: SPV Realty LC Primary Contact: Carli Koshal, Esq. Email: ckoshal@brzoninglaw.com Secondary Contact: Email: STAFF RECOMMENDATION/DECISION Amending the FLUM of the MCNP from "Medium Density Multifamily Residential" to "Restricted Commercial" for a portion of the Property: Approval Amending the FLUM of the MCNP from "Medium Density Multifamily Residential" to "Public Parks and Recreation" for a portion of the Property: Approval L Existing FLUM Medium Density Mul family Residential Major Inst. Public Facilities, Transp And Proposed FLUM 11 111 111110. . ..... i.ti Meat ea tiv 11111111 `I - U CoMMer.al 101 n r III Res - n z Wctetll ommercial / ' comet 8 rksNE IL /lfl MT PPd'ic g MI a. PUBLJ at D A Vr NOTICE This submittal needs to be scheduled for a public hearing in accordance with timelines set forth in the City of Miami Ccde.The applieatte decision -making bodywill review the intcmlulion at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 EV1 EW COO PLANNING DEPARTMENT INFORMATION Lead Staff: Kathryn Angleton, AICP, Planner II Principal Division: Community Planning Email: kangleton@miamigov.com PROJECT DESCRIPTION The Applicant seeks to amend the Future Land Use Map (FLUM) of the Miami Comprehensive Neighborhood Plan (MCNP) for the Property located generally at 5035 and 5175 NE 2 Av, and 5125 NE 2 Ct from "Medium Density Multifamily Residential" to "Public Parks and Recreation" and "Restricted Commercial." The Property is approximately 25.97 acres. The Applicant requests to amend approximately 1.87 acres of land from "Medium Density Multifamily Residential" to "Public Parks and Open Space." This amendment would reduce the allowed density from from 65 dwelling units per acre (du/ac) to 0 du/ac. The Applicant also requests to amend approximately 24.1 acres of land from "Medium Density Multifamily Residential" to "Restricted Commercial." This amendment would increase the allowed density from 65 du/ac to 150 du/ac. This application is a companion item to PZ-21-10809, which seeks to create the Sabal Palm Village Special Area Plan and rezone the Property from T5-R and T5-0 to T6-8a-0, T6-8b-0, T6-12-0, T5-0, and CS. Webs Link(s): BOARD REQUIREMENTS n HEPB n UDRB n City Commission I -I PZAB n WDRC n AIPP Existing Transect Zone(s): T5-O and T5-R Existing FLUM(s): Medium Density Multifamily Residential Commissioner District(s): D5 - Commissioner Watson Department of Human Service Neighborhood Service Center(s): Little Haiti Revision Date: 06/15/2021 Department Director: Cesar M. Garcia -Pons, AICP, LEEP AP City of Miami Planning Department STAFF ANALYSIS FOR A COMPREHENSIVE PLAN AMENDMENT Staff Analysis Report No. PZ-21-10935 Location 5035 and 5175 NE 2 AV, and 5125 NE 2 CT Area 1,131,169 sgft (25.97 ac) Commission District D5 — Commissioner Watson Department of Human Service Neighborhood Service Center Little Haiti Existing FLU Designation Medium Density Multifamily Residential Proposed FLU Designations Restricted Commercial & Public Parks and Recreation Applicant SPV Realty LC ckoshal@brzoninglaw.com Applicant Representative Carli Koshal, Esq. ckoshal@brzoninglaw.com Planner Kathryn Angleton, AICP, Planner II Recommendation Approval ihlasgbmktal neebs to ne M.I1Med br a public neninq in accordance wkh Li rnelines set forth h the City of Miami Code. The applicable dsision-making body sWll review the infonnaton at the public hearing to render a recommendation or a fnal decision. PZ-21-10935 08/20/21 REQUEST Pursuant to Policy LU-1.6.4 of the Miami Comprehensive Neighborhood Plan ("MCNP"), SPV Realty LC ("the Applicant") is requesting an amendment to Ordinance No. 10544, the Future Land Use Map ("FLUM") of the MCNP to change the designation of the property located generally at 5035 NE 2AV; 5175 NE 2 AV; and 5125 NE 2 CT ("the Property") from "Medium Density Multifamily Residential" to "Restricted Commercial" and "Public Parks and Recreation." The proposed amendment contains approximately 25.97 acres. Small-scale comprehensive plan amendments are those that involve less than 50 acres of property and are subject to the Small -Scale Review Process, as set forth in Section 163.3187, Florida Statutes. Concurrently, the Applicant is requesting a change to the Miami 21 Zoning Atlas via creation of a Special Area Plan as a companion item (PZ-21-10809). The companion application seeks to change the Property's zoning designation from T5-R (Urban Center Transect Zone — Restricted) to T6-8a-O (Urban Core Transect Zone — Open), T6-8b-O (Urban Core Transect Zone — Open), T6-12-0 (Urban Core Transect Zone — Open), and CS (Civic Space). The companion item includes the same Property. The Property is legally described in the attached Exhibit A. The table below summarizes the request. Page 1 of 16 Summary of the Existing and Proposed FLU Designations and Zoning Designations #F Fit c Address I I UM I]esrgriatinn PJ 1 r'onirig a Existing Proposed Existing Propose 0132190130040 5035 NE 2 .AV med. Der*. MF Residential Rost, Garrlrn rclal & Public Parks 8 Rec. r`s 0 & T5-R TG [[a rEi Bb 0 CS Sabal Palm SA 2 0132190130020 5175 NE 2 AV Med. Dens. :1F Residential Rest. Commercial & Public Parks & Rec. T5-0 & T5-R T 0 T6 Bb 0 CS Sabal Palm SAP 3 0132190130010 5125 NE 2 CT Med. Dens. MF Residential Rest. Commercial T5-R T6-12-0 Sabal Palm SAP NOTICE This subre tal needs to be schedu@d fora puboc hearing in ccordant vet 5mellnes set forth In the City of Miami Corte. The applirstle tlsision-making body. reNewme Information at the pubuc Ileadng to render a recommendation or a flnel decWon. PZ-21-10935 /of dt, O8/20/21 RVIEW CO The Subject Property is an assemblage of three parcels between NE 2 Ave, NE 54 St, and the FEC Railway. The assemblage totals 25.97acres of land. The Subject Property is located within the Little Haiti neighborhood. The Property partially fronts NE 2 Ave and abuts Miami Jewish Health across NE 2 Ave. Abutting to the south is the former Archbishop Curley Notre Dame High School. The school closed in 2017 and the site was purchased by The Avenues School with plans to develop a Miami campus. Aerial Photo of Subject Site lg,- ier i.. '- ---- :. ..._— _ ii ii-rie _• IIIIII4_ Ems',fasi L!I ' 1'!!i!'ilr 11i:�Jatue 'fie _u. t. d� is l ":1u x ma �111i �, � imp - — Iq' TR�e -21". Illre11 11a® _Fi Er ' . Iran 111-Alm"imia 4iLElr=a~,i I F rlk ,1111 1 awl"- --�r I Pijy-�• t- rx 10-04 Page 2 of 16 This submRfal needs to Ix scheduled fora pubdc hearing in accordance vet timelines set forth In the City of Miami Code. The applirstle tlsision-making body. reNewme lnformffion at the pubuc Ileabng to render a recommendation or a Mel deda on. PZ-21-10935 08/20/21 EXISTING FUTURE LAND USE DESIGNATION All of the parcels included in the Subject Property have an existing FLU designation of Medium Density Multifamily Residential. The primary intent of this land use classification is to allow residential development of up to 65 dwelling units per acre. Below is the MCNP's definition of Medium Density Multifamily Residential. Areas designated as "Medium Density Multifamily Residential" allow residential structures to a maximum density of 65 dwelling units per acre, and maximum residential density may be increased by up to one hundred percent (100%), subject to the detailed provisions of the applicable land development regulations and the maintenance of required levels of service for facilities and services included in the City's adopted concurrency management requirements. Supporting services such as community -based residential facilities (14 clients or less, not including drug, alcohol or correctional rehabilitation facilities) will be allowed pursuant to applicable state law; community - based residential facilities (15-50 clients) and day care centers for children and adults may be permissible in suitable locations. Permissible uses within medium density multifamily areas also include commercial activities that are intended to serve the retailing and personal services needs of the building or building complex, small scale limited commercial uses as accessory uses, subject to the detailed provisions of applicable land Page 3 of 16 development regulations and the maintenance of required levels of service for such worship, primary and secondary schools, and accessory post -secondary educationa Professional offices, tourist and guest homes, museums, and private clubs or lodges contributing structures within historic sites or historic districts that have been designa and Environmental Preservation Board and are in suitable locations within medium de residential areas, pursuant to applicable land development regulations and the maintena levels of service for such uses. Density and intensity limitations for said uses shall be restric the contributing structure(s). This submr tat needs to Ix schedu@d fora puboc nearing in accordance vet timelines set forth In the City of Miami Code. The applicatie decision -making body. renew the i nfonnaeon at Ina nub, nearing to render a recommendation or a hoe l deeM on. PZ-21-10935 08/20/21 PROPOSED FUTURE LAND USE DESIGNATION The Applicant proposes two new FLU designations: Restricted Commercial and Public Parks and Recreation. Restricted Commercial allows the following: Areas designated as "Restricted Commercial" allow residential uses (except rescue missions) to a maximum density equivalent to "High Density Multifamily Residential" subject to the same limiting conditions and a finding by the Planning Director that the proposed site's proximity to other residentially zoned property makes it a logical extension or continuation of existing residential development and that adequate services and amenities exist in the adjacent area to accommodate the needs of potential residents; transitory residential facilities such as hotels and motels. This category also allows general office use; clinics and laboratories, auditoriums, libraries, convention facilities, places of worship, and primary and secondary schools. Also allowed are commercial activities that generally serve the daily retailing and service needs of the public, typically requiring easy access by personal auto, and often located along arterial or collector roadways, which include: general retailing, personal and professional services, real estate, banking and other financial services, restaurants, saloons and cafes, general entertainment facilities, private clubs and recreation facilities, major sports and exhibition or entertainment facilities and other commercial activities whose scale and land use impacts are similar in nature to those uses described above. This category also includes commercial marinas and living quarters on vessels as permissible. The nonresidential portions of developments within areas designated as `Restricted Commercial" allow a maximum floor lot ratio (FLR) of 7.0 times the net lot area of the subject property; such FLR may be increased upon compliance with the detailed provisions of the applicable land development regulations; however, may not exceed a total FLR of 11.0 times the net lot area of the subject property. Properties designated as "Restricted Commercial" in the Edgewater Area allow a maximum floor lot ratio (FLR) of 17.0 times the net lot area of the subject property. Properties designated as `Restricted Commercial" in the Urban Central Business District and Buena Vista Yards Regional Activity Center allow a maximum floor lot ratio (FLR) of 37.0 times the net lot area of the subject property. All such uses and mixes of uses shall be subject to the detailed provisions of the applicable land development regulations and the maintenance of required levels of service for facilities and services included in the City's adopted concurrency management requirements. Nonresidential floor area is the floor area that supports nonresidential uses within the inside perimeter of the outside walls of the building including hallways, stairs, closets, thickness of walls, columns and other features, and parking and loading areas, and excluding only open air corridors, porches, balconies and roof areas. The other proposed FLU designation is Public Parks and Recreation. The MCNP defines Public Parks and Recreation and its allowed uses as the following: The primary intent of this land use classification is to conserve open space and green spaces of a park while allowing access and uses which will not interfere with the preservation of any significant environmental features which may exist within the park. This land use designation allows only open space and park uses with recreational and cultural uses where the total building footprints and impervious parking area surfaces in parks of one (1) acre of more may cover no more than 25% of the park land area (See related Policy PR-2.1.3.). Both passive and active recreational uses shall be permitted including but not limited to nature trails, interpretive centers, picnic areas, playgrounds, canoe trails and launches, small concession stands, restrooms, gyms, swimming Page 4 of 16 pools, athletic fields, cultural facilities, marine and marina facilities and other facilities and active recreational and cultural uses. Lands under this designation with specific qualities that make them desirable for co shall be allowed to be used in this manner conditionally, and only when it is determin such commercial photography will not endanger significant environmental features wit 3/23/99 by Ordinance 11782.] This sudmhtal needs to de scheduled fora pueoc hearing in accordance vet timelines set forth In the City of Miami Cute The appllon lie tlsision-making hotly will ' Newme in -formation at theruhnc nearingto render recommendation or a noel decid on. The map below show the existing and proposed future land use designations for the subject property. Existing FLUM Existing FLU: Med. Dens. MF Res. Proposed FLUM Proposed FLU: Low Desn. Rest. Com. PZ-21-10935 08/20/21 NEIGHBORHOOD CONTEXT The Subject Property is located in the Little Haiti/Lemon City neighborhood and is bordered to the east by Palm Grove and Morningside neighborhoods. The Property is located across the street (Abutting) the Miami Jewish Health Special Area Plan. Pullman Park is approximately 0.4 miles, or about a nine minute walk, southwest of the Property. Morningside Park is also located nearby, about a half -mile east, which can be seen on the map on the next page. The Subject Property is not located within a Transit Oriented Development (TOD) Area, however, it is located within a quarter -mile of the NE 2 Ave Transit Corridor. The Subject Property is large and fronts NE 54 St, a portion of NE 2 Ave, and the FEC Railway. There is a strip mall Abutting the Property to the west, which fronts both NE 2 Ave and NE 54 St. This strip mall houses a grocery store, restaurants, a Laundromat, doctors offices, and more. The Property is served by Miami -Dade County Metrobus and the City of Miami's Trolley. Page 5 of 16 Neighborhood Asses • Fire Stations 9rtAfilhne = Perks • Ribk SCLat,olt tt hletsubu r Q Sublet t Property Pub Pc Ldstees a Mord Tr!IIey Special Area Poarrr, L •=4 Wspr[ S+ry. InnavMrnn 6.skl[i Ell El al -NW -Theo • Ls'. Fat F MIAMI Jrplsh n.�ina 0 375 50 r.9)6 4.18 F 111111 51.4414 C This submRfat needs to he schedu@d fora pueoc hearing in accordance wM 5meilnes set forth In the City of Miami Corte. The apnea, a deobon-making ban aria reNewme Information at the pubto name to render a recommendation or a Mai declaon. PZ-21-10935 08/20/21 NEIGHBORHOOD CONTEXT: SOCIODEMOGRAPHIC ANALYSIS The Subject Property is located within US Census Tract 22.01, which is approximately 243.85 acres (or 0.38 square miles) in size. Census Tract 22.01 is the area bounded by N Miami Ave to the west, FEC Railway to the east, NE 54 St to the north, and 1-195 to the south. The table below provides demographic and socioeconomic data points from the American Community Survey (ACS) 2019 5-Year data product from the US Census Bureau. Summary of Census Data for Subject Census Tract: 12086002201 Topic Census Tract 22.01 City of Miami Population 4,055 454,279 Number of Households 1,143 176,777 Average Household Size 3.14 2.51 Number of Housing Units 1,333 208,046 Median Household Income* $55,063 $39,049 Percent of People Under the Poverty Line 19.2% 11.8% Owner -Occupied Housing 20.8% 25.2% Page 6 of 16 Renter -Occupied Housing 65.0% 59.; Vacant Housing 14.2% 15. Median Gross Rent $1,742 $1,1 Households With 0 Vehicles 7.7% 18.8°.s* Unemployment Rate 5.3% 6.0% *Area Median Income (AMI) is $59,100 (Source: Miami -Dade County Public Housing & Com. Dev., April 2020) NOTICE This submRfal needs to Ix scheduled fora pub. heating in accordance vet timelines set forth In the City of Miami Code. The applirstle tlsision-making body. reNewme lnformffion at the pubuc Ileabng to render a recommendation or a flnel deda on. PZ-21-10935 08/20/21thvv� �RFVr Ew CO' According to the ACS, Census Tract 22.01 has a population of 4,055 people living within 1,143 households with an average household size of 3.14 people per household. The census tract's density is 16.63 people per acre, which is consistent with the major FLU designations of this Census Tract: 33 percent Major Institutional, Public Facilities, Transportation & Utilities (no population) and 27 percent Single Family Residential (nine dwelling untis per acre). Households in Tract 22.01 are noticeably larger than the City's average household size; Tract 22.01's 3.14 people per household is approximately 125 percent of the City's average household size. The Median Household Income of Tract 22.01 is $55,063, or 141 percent of the City's Median Household Income ($39,049). Comparing Census Tract 22.01's Median Household Income to the City's Median Household Income paints a picture of a geography that is financially secure. However, it is important to note two things. First, the Average Household is larger in this Census Tract than the rest of the City, so household income does not go as far. Second, Tract 22.01's Median Household Income is $4,037 less than the AMI (Area Median Income). AMI is the measurement used by the US Department of Housing and Urban Development (HUD) for setting income restrictions on affordable housing. Miami -Dade County's AMI is currently $59,100 (April 2020). According to Miami -Dade County's Public Housing and Community Development, households of three people with an income below $65,800 and above $41,150 qualify for Low Income Housing (80 percent of AMI). Looking at the percent of individuals living below the poverty line reinforces the narrative of an area with lower income levels; over 19 percent of people in Tract 22.01 live below the poverty line versus the City's poverty rate of 11.8 percent. A higher percentage of people rent their homes in Tract 22.01 than for the rest of the City; 65 percent of all housing units in Tract 22.01 are renter -occupied versus 59.8 percent for the entire City. While renting is more concentrated in Tract 22.01, both this Census Tract and the entire City of Miami share the trait of renting as an overwhelming majority. According to the ACS, the Median Gross Rent in Tract 22.01 is $1,742 or 147 percent of the City's Median Gross Rent ($1,183). The typical renter in Tract 22.01 spends roughly $559 more per month or $6,708 more per year on rent than the typical renter elsewhere in the City of Miami. Census Tract 22.01's Median Gross Rent equates to $20,904 per year, or 38 percent of the Tract's Median Household Income, which qualifies renters in this area as being rent -burdened. HUD defines rent burden to be any household that pays more than 30 percent of their income on housing. The share of housholeds in Census Tract 22.01 without any private autovehicles is lower than elsewhere in the City. Just under eight percent of all households in Tract 22.01 do not have any autovehicles versus almost 19 percent citywide. While having a household auto is important for mobility, it is important to note the added monthly costs of owning or leasing a vehicle add up. According to Esri Community Analyst, the typical household spends an average of $6,553.56 per year on car payments (excluding leases), gas, oil, maintenance and repairs, insurance, vehicle registration and fees, and parking on an annual basis, which is roughly 12 percent of the Median Household Income. Alternatively, Miami -Dade Transit offers monthly passes for $112.50, which equates to $1,350 per year, or 2.5 percent of the Median Household Income. The Subject Property is served by Metrobus (Miami -Dade Transit) and Miami Trolley (a free service of the City of Miami). These transit options provide connections to many desinations throughout the County including but not limited to Aventura, North Miami Beach, Downtown Miami, and Hialeah. While the Subject Property, and rest of Census Tract 22.01 are served by Metrobus and Miami Trolley, there is no premium transit (Metrorail, Tri-Rail, Brightline, etc.) with stops serving the area. It is important to be mindful of the cost -savings to households and individuals of a robust public transit system, especially in lower income areas. NEIGHBORHOOD CONTEXT: GEOSPATIAL ANALYSIS Existing Land Uses Within a quarter -mile buffer of the Subject Property, there are approximately 859 addresses totaling 205 acres of land. The table below shows the breakdown of existing land uses within the quarter -mile study area both by number of addresses and acreage of the combined addresses. When looking at addresses (properties), Single Family is the most prominent existing land use, accounting for over 46 percent of all properties. Commercial is the second -most prevalent existing land use comprising 17.7 percent of the study area. Only two properties have an existing land use of Lodging, which makes this existing land use the least common in terms of number of addresses. Page 7 of 16 Quarter -Nile Study Area Existing Lind Use Acres Addresses iriq [' f arrlrly 71 34 7% 399 46.4% Institutional 40 19.8% 14 1.6% fw1u ifamily: 3+ Units 31 15.3% 56 6.5% Commercial 24 11 6% 1b) 1 / !% Duplex 16 7.7% 125 14 7% Vacant Land 15 7.1% 84 9.e% Industrial 5 2.4% 17 2.0°to- Parking Lot 1 0.5% 4 0.5% Lodging 1 0.5% 2 0.2% Mixed Use: Residential 1 0.4% 5 0.6% Total 205 100.0% WO 100 0% This submRtal needs to to schedu@d fora puboc hearing in ccordanta vet limellnes set forth In the City of Miami Code. The applirstle tlsision-making body. revIewme Information at the pubuc Ilearing to render a recommendation or a Mel declaon. PZ-21-10935 08/20/21 When looking at acreage instead of addresses, Single Family remains the top existing land use, accounting for nearly 35 percent of all land in the study area. Instead of Commercial, Institutional is the second-largest category of existing land uses accounting for just under 20 percent of all land in the study area. The largest properties with Institutional existing uses are Miami Jewish Health and the former Archbishop Curley Notre Dame High School site, which is currently closed. Residential uses are the most predominant existing land uses in the study area; all residential uses combine for 57.7 percent of all land area in the study area. There are 84 properties comprising 15 acres of vacant land in the quarter -mile study area. Vacant Land refers to land that has no physical improvements or built structures on them, and accounts for 7.1 percent of all land in the study area. This means there is existing capacity for infill development. Future Land Uses Within the quarter -mile study area, there are nine different Future Land Use designations. The table below displays the breakdown of FLU designations of the land within the study area. It is important to note that while the study area is the same used for the Existing Land Use analysis, the acreage will vary since FLU includes ROW, whereas ELU only covers individual parcels of land/addresses. The table below shows a comparison of the FLU designations of the study area versus citywide. Study Area Citywide FLU Designation Acreage tlfl:l Acreage % Single Family Residential 90.80 32.9% 6.177.60 27.4% Restricted Commercial 60.05 21.7% 3.790.22 16.8% Medium Density Multifamily Residential 43.19 15.6% 1,440.54 6.4% Major PUBFAC 41 11 14 9% 2,107 99 9,3% Duplex Residential 19.93 7.2% 3,994.88 17.7% Medium Density Restricted Commercid 11.66 4.2% 900.56 4.0% General Commercial 5.51 2.0% 952.71 4.2% Low Density Restricted Commercial 3.49 1.3% 146.50 0.6% f cm Density Multifamily Residential 0 57 0 2% 54 98 0 2% Public Parks & Recreabcn 0.00 0.0% 1.320.35 5.F0 Light Industrial 0.00 0.0% 515.80 2.3% Industrial 0.00 0.0% 459.67 2.0% Conservation 0.00 0.0% 330.14 1.5% Central business District 0 00 0 0% 199,22 0 9% High Density Multifamily Residential 0.00 0.0% 168.89 0.7% Total 276.31 100.0% 22.560.05 100.0°%a The study area is similar to the FLU patterns of the entire City. Single Family Residential is the top FLU designation for both the study area and entire City of Miami. There is a slightly higher concentration of Single Family Residential in the study area than the rest of the city: 32.9 percent in the study area and 27.4 citywide. There is significantly less Duplex Residential in the study area when compared to citywide; the study area is 7.2 percent Duplex Residential whereas the same FLU designation comprises 17.7 percent of the City. The study area has a share of Medium Density Multifamily Residential more than twice the citywide share of the same FLU designation. Medium Density Multifamily Residential accounts for 6.4 percent of all FLU designations by acreage Page T-of 16 in the City and 15.6 percent in the study area. In addition to both geographies possessing th designation of Single Family Residential, both the study area and citywide have Restricted three FLU designations. Restricted Commercial is the second-largest designation in the stu largest citywide. The map on the next page shows existing land uses as colored dots overlaid on Future Land reinforces the data in the previous tables on existing and FLU: the study area is majority reside portions of commercial institutional (Major PUBFAC) land as well. Nearly ten percent of all properti area are Vacant Land. The map reveals the majority of Vacant Land is located within commercial FLU designations. In fact, 90 percent of all Vacant Land properties are located within the following FLU designations: Restricted Commercial, General Commercial, Low Density Restricted Commercial, and Medium Density Restricted Commercial. This submittal need. to [x scdedu@a fora puboc hearing in accordance wM1h timelines set forth In the City of Miami Code. The apptirstle tleagon-making body. rexewme Information at the pubuc eearmg to render a recommendation or a final deddon. PZ-21-10935 08/20/21 Page 9 of 16 FLUM Overlaid by Existing Land Uses =.�rPru KtY_S. 14 �ra , +7S Exists Land Uses • Cumlhnrna! • Undo - wiry! • MOO.. #� • ' 10 RIM • • 0 o v tic •.i c.3 mew • Intl�a bill • CrnSRYtiw I $ kadiVog • SW 3 41nttI • Mmid Lre. • iww O PirkMlq Lot erg oak- O 51ri{Ir Furry O vacant LanC FLU Designations uayaar. Wr-: Law bias.. `-IF -. 00Q;,11.ne'por.r0Q o0oo uLx0o 0 00 0-0 0 0 0 0 0 Q ■ ■ This submi tal needs to be scheduled fora public nearing in accordance met timelines set fodb In the City of Miami Code. The applicable decision -making bofy will reWewMe Information at Me public hearing to render a recommendation or a final aecl,n. PZ-21-10935 08/20/21 7i+iM !4r 1?'Rt' i4 4 . • 4 0 • 0 0 o0000 Q 4 I°°°°°° WO0, 0,0 0'00 0 CI' 0 a {'3'0 Ca o. 6'6'0 0 0 C0 00 ■ o ■ �0 r riC cro 0 a ' :• •-'v' 0 0 0 ■ 00 ■ 00el1 n0. 015 0 4 01 � 00 @ 61.0 • 00 8 �''jp lCIk :q t4A . 8: . A �y004 M U'L tier'-1, y • 4 • 4 005}0.000 0 0 G 0 (7 0 o• 00 i 0 0 • v, "i �! 0.o o • • • y Page 10 of 16 SITE VISIT Planning staff conducted a site visit on July 21, 2021. Staff was not able to enter the Design existing multifamily complex on the Property's site) and instead walked around the perimete conditions and context of the Property and abutting properties. Staff's site visit was conducte 9am and observed heavy traffic on NE 2 Ave and moderate traffic on NE 54 St. TNs submMal needs to be scheduled fora puboc hearing in accordance wM tlmellresset forth In the City of Miami Code. The applicable decision -making bobyeall reuiew Me Information at the pubs hearing to render recommendation or a finsI Aecdon. The south side of NE 54 St, which the Property fronts, had ample tree canopy that provided a sha noticeably more comfortable walk. The north side of NE 54 St lacked shade trees and was a noticeably o er and brighter. Both the north and south sides of NE 54 St had multiple Miami -Dade County Metrobus stops. Very few pedestrians were observed on NE 54 St or at the bus stops; however, it is likely that the time of the site visit is the reason for lack of pedestrian activity. There was more pedestrian activity on NE 2 Ave; however, the volume of pedestrians observed was still low, likely due to the site visit occurring after morning rush hour. PZ-21-10935 08/20/21 Staff observed a mixture of vacant parcels, duplexes, and commercial uses abutting the Property on the north side of NE 54 St. A strip mall abuts the Property to the west and is separated by an alley. The strip mall's parking lot was filled, indicating the businesses were open and fully operating. Standing on the north side of NE 54 St looking south at the main entrance to Design Place, the existing multifamily complex at the Property. Traffic can be seen backing up in front of the Property. Walking in front of the Property heading east along NE 54 St. Currently, there is a mixture of shade and palm trees on the perimeter of the Property. Sidewalks and crosswalks are sufficient. Standing in front of the Property on NE 54 St looking at the duplexes A child day care center is seen Abutting the Property abutting across 54 St. The cars parked out front indicate they are across NE 54 St just west of the main entrance. Planning occupied. staff observed children being dropped off. Page 11 of 16 A convenience store and two-story shopping plaza abut the Property on NE 54 St just west of NE 4 Ave. The shopping plaza has a medical marijuana doctor, money transfer servicer, and ice cream shop. Looking southwest at the Property, seen with the yellow -green dwelling unit behind the mechanical boxes and vegetation. The Property abuts the FEC Railway. Redevelopment of the Property has the potential to create a bike or pedestrian path/trail running parallel to the railway. rnls subrahl neeaa to be achebuM fora pubic hearing In accordance van bmellnee set forth In the G y of Miami Cede. The applicade asiaon-making body.AII renew the Infonnahon at the pubic hearing to render a recommended on or a final aeclaon. PZ-21-10935 08/20/21 More duplexes and small-scale multifamily dwellings are seen abutting the Property across NE 54 St east of the main entrance to Design Place. Standing on the south side of NE 54 St looking south at the alley separating the Property seen on the left with the fence and the commercial strip mall abutting to the west on the right side of the image. Staff observed lack of street lights, curbs and gutters in the alley. While the alley is accessible, there exists room for improvement. Standing on the southeast corner of NE 2 Ave and NE 54 St looking east down 54 St. The signage shows some of the businesses located Standing on the southeast corner of NE 2 Ave and NE 54 St looking southwest down NE 2 Ave. A Metrobus is seen Page 12 of 16 within the strip mall abutting the Property to the west across the alley. Cars were entering and exiting during the site visit indicating businesses were open and operating. Concurrency Analysis The Planning Department tested levels of service as required for this application. The Levels o testing is based on a potential increase in population by 5,758 residents from 4,400 people unde Multifamily Residential to potentially 10,158 people under Restricted Commercial on 24.10 acres o remaining 1.87 acres is proposed for a redesignation from Medium Density Multifamily Residential, with a density of 65 du/ac to Parks, Recreation, and Open Space, with no density or FLR. at a stop. Miami Jewish Health can distance with the tan and beige bui station. Sidewalks and crosswalks intersection. Staff observed modera In This submRtal needs to be scheduled fora pueoc hearing accordance wM timelines set forth In the Gay of mi Code . The ant.. deobon-bonaking bon will renwme Information at the pubuc tearing to render a recommendation or a Mal decl.n. PZ-21-10935 08/20/21 Schools Miami -Dade County Public Schools (MDCPS) submitted its findings that it had tested the proposed change of land use and zoning and found that the Concurrency Service Area does not have sufficient capacity to serve the application, however, the Adjacent Service Area does have capacity, thus LOS passes for Schools. Recreation and Open Space The MCNP requires a 10-minute %-mile barrier -free walk to a park entrance to meet public Levels of Service (LOS). The Planning Department conducted an analysis in GIS to test the LOS for this proposal and found that with the potential increase in population, it meets LOS standards. Furthermore, this application includes a commitment to establish an additional 1.87 acres of CS -zoned land over property to be designated Parks, Recreation and Open Space. Potable Water The MCNP LOS standard for potable water service is 92.05 gallons per capita per day (PCPD). Consumption is assumed to be approximately 935,044 gallons PCPD by residential uses; however, LOS standards do not take into consideration the consumption of non-residential use. Sanitary Sewer Transmission The MCNP LOS standard for Sanitary Sewer is 141 GPCD. The MCNP does not require testing of this County service. Solid Waste Collection The City's LOS standard for Solid Waste is 1.28 tons/resident/year. The Franchise Agreement the City maintains provides flexibility to address fluctuations in solid waste production. Transportation The Office of Capital Improvements found this application to comply with the standards for Transportation Concurrency previously. The current update with revisions that reduce intensity and density remains consistent. The previously submitted sufficiency letter is included with the concurrency analyses in Attachment 1. COMPREHENSIVE PLAN ANALYSIS The following is an analysis of the application relative to the Goals, Objectives, and Policies of the MCNP. Criteria 1 Policy LU-1.6.4: "Any proposal to amend the City's Zoning Atlas that has been deemed to require an amendment to the Future Land Use Plan Map by the Planning Department, shall require a level of service (LOS) review and a finding from the Planning Department that the proposed amendment will not result in a LOS that falls below the adopted minimum standards described in Policy CI-1.2.3, and will not be in conflict with any element of the MCNP. Based on its evaluation, and on other relevant planning considerations, the Planning Department will forward a recommended action on said amendment to the Planning Advisory Board, which will then forward its recommendation to the City Commission." Analysis 1 Staff conducted a Concurrency Management Analysis (CMA) of the proposed amendment and found that it met most of the level -of -service (LOS) standards of the MCNP. The vehicle trips created by the added Page 13 of 16 residential units will impact the local roadways. Transportation Policy TR-1.5.2 requires the implementation of Traffic Control Measures: Policy TR-1.5.2: "The City will require all new developments to implement transportation control measures in an effort to promote a general reduction in vehicular traffic by increasing auto occupancy and transit ridership. These measures can include, but not be limited to, parking management and ridesharing programs to promote carpooling, vanpooling, car sharing and use of hybrid or electric vehicles, transit discount and fare subsidy programs, transit fare tax incentive programs, car charging stations, flexible work hours, compressed work weeks, telecommuting programs, the construction of on -site transit shelters, transit amenities, transit stops, transit drop- off locations or pull-out bays, bicycle storage facilities, bicycle share programs, and park -and -ride lots. (See Policy TR-1.2.7.)" Through the SAP development process, measures to address trip - generation are included. Furthermore, Transportation Policy TR-1.3.3 requires developments generating 20 or more peak hour trips to submit a Traffic Statement, subject to review by the City Transportation staff. Upon project development, more analysis and mitigation may be required. See Attachment 1 for the CMA. Finding 1 Staff finds the request consistent with Policy LU-1.6.4. Criteria 2 Policy LU-1.1.7: "Land development regulations and policies will allow for the development and redevelopment of well -designed mixed -use neighborhoods that provide for the full range of residential, office, live/work spaces, neighborhood retail, and community facilities in a walkable area and that are amenable to a variety of transportation modes, including pedestrianism, bicycles, automobiles, and mass transit." Analysis 2 The proposed amendment would create many opportunities for job creation and economic development within the area, at a critical intersection of major corridors. Being situated along the NE 2 Avenue Transit Corridor, which also contains bike lanes in each direction, brings an opportunity to connect this portion of the neighborhood with the larger area. The Restricted Commercial designation will allow the creation of the economic development opportunities that have the ability to create jobs. Finding 2 Staff finds the request consistent with Policy LU-1.1.7. Criteria 3 Policy LU-1.1.3: "The City's zoning ordinance provides for protection of all areas of the city from: (1) the encroachment of incompatible land uses; (2) the adverse impacts of future land uses in adjacent areas that disrupt or degrade public health and safety, or natural or man-made amenities; (3) transportation policies that divide or fragment established neighborhoods; and (4) degradation of public open space, environment, and ecology. Strategies to further protect existing neighborhoods through the development of appropriate transition standards and buffering requirements will be incorporated into the City's land development regulations." Analysis 3 The proposed amendment would allow for the creation of a land use pattern that responds to the surrounding Future Land Use patterns. As mentioned at the beginning of this report in the Existing Future Land Use Designation and Proposed Future Land Use Designation sections, the properties are surrounded by areas designated as Medium Density Restricted Commercial, Restricted Commercial, and Major Institutional, Public Facilities, This subminal needs to be scheduled fora pueoc hearing in ccordnce wM limellnes set forth In the City of Miami Code. The applica tie deogion-making body. reNewme lnforrmffion at the pubnc hearing to render a recommendation or a Mal deciuon. PZ-21-10935 08/20/21 Page 14 of 16 Transportation, and Utilities on the FLUM. The Restricted Commercial designation allows the creation of zoning designation patterns in response to their adjacent designations. For instance, the applicant has proposed a massing pattern that tapers down towards the lower -scale designations to the north, where there are the closest low -scale residential buildings. Additionally, the zoning designations that allow the most mass and height are proposed only at the center of the development, with a buffer of zoning designations that allow less massive and shorter heights. In addition to the massing patterns, the applicant has included land to be designated Public Parks & Recreation that will not only further buffer the higher massings from the surrounding area, but will also introduce more parks and open space for the public to use. The Restricted Commercial would be in harmony with the surrounding designations, as it is surrounded by compatible designations on all sides. There are commercially oriented uses on almost every side. As was also mentioned earlier in this report in the Existing Future Land Use Designation and Proposed Future Land Use Designation sections, the neighboring properties to west and to the south have FLU designations with an intensity of development that is much greater than low -scale residential. Finding 3 Staff finds the request consistent with Policy LU-1.1.3. Criteria 4 Policy TR-1.1.5: "The City will encourage new development to be structured to reinforce a pattern of neighborhoods and urban centers by focusing growth along transit corridors and around transit nodes and centers." Analysis 4 The proposed amendment is located along the NE 2 Avenue Transit Corridor, where multiple Miami -Dade Transit buses take passengers north to Aventura and Miami Gardens, and south to Downtown. Finding 4 Staff finds the request consistent with Policy TR-1.1.5. This submRfal needs tote scheduled fora puboc hearing in accordance vet limellnes set forth In the City of Miami Code. The applIcAle tlsision-making body. revIewme Information at the pubuc Ilearing to render a recommendation or a Mel decal on. PZ-21-10935 08/20/21 CONCLUSION Based on Planning staff's analysis of the neighborhood context and the goals, objectives, and policies of the MCNP, the request to amend the FLUM by changing the designation for the property located generally at 5035 NE 2AV; 5175 NE 2 AV; and 5125 NE 2 CT ("the Property") from "Medium Density Multifamily Residential" to "Restricted Commercial" and "Public Parks and Recreation" is justified. The proposed amendment from "Medium Density Multifamily Residential" to "Restricted Commercial" would spur job creation and economic development. The proposed amendment from "Medium Density Multifamily Residential" to "Public Parks and Recreation" would introduce new park space for the surrounding area to enjoy and utilize. RECOMMENDATION Based on the above background information, the Planning Department recommends approval of the request to amend the designation on the FLUM from "Medium Density Multifamily Residential" to "Restricted Commercial" for the Property located generally at 5135 NE 2 AV; approval of the request to amend the designation on the FLUM from "Medium Density Multifamily Residential" to "Restricted Commercial" for a portion of the Property located generally at 5035 NE 2 AV and 5175 NE 2 AV; and approval of the request to amend the designation on the FLUM from "Medium Density Multifamily Residential" to "Public Parks and Recreation" for the other portion of the Property located generally at 5035 NE 2 AV and 5175 NE 2 AV. Attachments: Exhibit A — Legal Description Attachment 1 — Concurrency Analyses Page 15 of 16 Sue Trone Chief of Comprehensive Planning This submRtal needs to Ix scheduled fora pubdc hearing in ccordanta web timelines set forth In the City of Miami Code. The applirstle tlsision-making body. reNewme lnformffion at the pubuc Ileabng to render a recommendation or a Mel dedaon. PZ-21-10935 08/20/21 Page 16 of 16 Index for Documents HB-2 Acknowledgement Applicant HB-3 Lobbyist Registration HB-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 Application Analysis PZD-4 Property Addresses & Folios PZD-5 FLUM Map PZD-6 Proposed FLUM Map 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-9 Community Outreach Summary PZD-11 Regulating Plan PZD-12 Traffic Analysis- Updated PZD-13 Trip Generation Statement PPD-1 Economic & Fiscal Analysis PPD-3 Development Agreement This submittal needs to be scheduled fora public hearing in accord ante wM1h timelines set forth in the City of Miami Code. The applicade decision -malting bodywill renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 BERGOW RADELL FERNANDEZ LARKIN + TAPANES \ ZONING, IAND 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 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 This submittal needs to be scheduled fora public hearing in accord ante wM1h timelines set forth in the City of Miami Code. The appLicade decision -malting bodywilL renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 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. IMIE Ham Figure 1. Location Map Mr. Cesar Gar Depar Or XXI EAST Mo.N.cSME _ OD 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 -malting body will review the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 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 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 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". 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 -malting body will review the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 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: 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 -malting body will review the information at the public hearing to render e recommendation or a final decision. PZ-21-10935 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 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. NOTICE This submittal needs to to scheduled fora public hearing in accordance with timelines set forth in the City of Miami Code. The dppllwtde decision -malting bodywill review the information at the public hearing to render e recommendation or a final decision. PZ-21-10935 08/20/21 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 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. This submittal needs to be scheduled fora public hearing in accord ante wM1h timelines set forth in the City of Miami Code. The applicade decision -malting bodywill renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 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 4 PU$// c, 0 4- 4 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 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". ot o_s NOTICE This subnittal needs to be scheduled fora pubic hearing in accordance with timelines set forth in the City of Miami Code. The appliwde decision -making body will review the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 4'4-VI EW CO ' 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. 4 c, 0 4- 4 • 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 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 Property, • Modification of the Development Agreement to provide: promotion of local businesses, community outreach and employment, Workforce Housing, traffic improvements, community space. NOTICE This submittal needs to for scheduled fora public hearing in accordance wM1h 9manes set forth in the City of Miami Cale. The appllra He decision -malting body NC renew the Information at the public hearing to render a recommendation or a final decision. 1! PZ-21-10935 08/20/21 RtVI Ew °°vQ� around the perimeter of the 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 be scheduled fora public hearing in accord ante with timelines set forth in the City of Miaml Code. The applica decision -making body will renew the Information at the public hearing to render e recommendation or a final decision. PZ-21-10935 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; • Speed tables throughout residential streets i Historic District; • A traffic circle at NE 59 Street and NE 4 Court; This submitlal needs to be scheduled fora public hearing In accordance with timelines set forth in the City of Miami Code The applicade decision -malting body will renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 • 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 bra public hearing In accordance with timelines set forth in the City of Miami Code. The applica tie decision -malting body ...AIL renew the Information at the pubic hearing to render a recommendation or a final decision. PZ-21-10935 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. Property Addresses & Folios Address Folio 5175 NE 2 Avenue 01-3219-013-0020 5035 NE 2 Avenue 01-3219-013-0040 5125 NE 2 Court 01-3219-013-0010 This submittal needs to be scheduled fora public hearing in accord ante wM1h timelines set forth in the City of Miami Code. The applicade decision -malting bodywill renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 Existing Future Land Use Map This submittal needs to be scheduled fora public hearing in accordance wM1h timelines set forth in the City of Miami Code. The applica decision -making body will review the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 Existing Zoning Map 76.1'2 {� • r T1-120 '4-42�6 NOTICE This submittal needs to be scheduled fora puboc hearing in accordance wilt timelines set forth in the City of Miami Cede. The applicade decision -making body will review the information at the pubdc hearing to render a recommendation or a final decision. 120 } T1hlt I .IJ i11-2llO Y T11.2.10 PURL, Proposed Future Land Use Map eb. 3 o gl NOTICE This submRtal needs to be scheduled fora public hearing In accordance whh timelines set forth in the City of Miami Code. The appliulte decision -making bodywlll renew the information at the public hearing to render recommendation or a final decidon. PZ-21-10935 08/20/21 REVIEW CO VISTA SAP - PROPOSED RESTRICTED COMMERCIAL PROPOSED PUBLIC PARKS AND RECREATION EXHIBITA EXHIBIT "A" LEGAL DESCRIPTION: PARCEL "A" This submittal needs to be scheduled fora public hearing in accordance wkh timelines set forth in the City of Miami Code. The applicade decision -making body NC renew the information at the public hearing to render a recommendation or a final decision. 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 GENERAL NOTES: This submittal needs to be scheduled fora public hearing in accord once wM1h timelines set forth in the City of Miami Code. The applica decision -malting body will renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 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 0 2 BLOCK 3 SKETCH TO ACCOMPANY LEGAL PROPOSED SABAL PALM VILLAGE SAP T5-O ZONING North Line of Section 19 Township 53 S Range 42 E\ POC 1Northly NW Corner of Block 2 / NE Corner of Block 3 M90° (0-C 00" f1085.00' Q I Ss0° 30' 00"W 1085.00' BLOCK 2 PB 46 PG 66 25' 00"W 100.00' This submittal needs to be scheduled fora public hearing in accord once wM1h timelines set forth in the City of Miami Code. The applica decision -malting body wlll renew the information at the public hearing to render a recommendation or a final decision. Northeast corner Block SOO° 25' 0p"E 100.00' West line of Block 2 BLOCK 2 PB 46 PG 66 BLOCK 2 PB 46 PG 66 BLOCK PB 46 PG 66 East line) of Block 4 � Z NE 53rd STREET (50' PM/ (P)) 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 o / 1 U SURVEYOR'S MOTES: R = Radius 1 A = Delta i BLOCK4 I L = Arc Length/ Central Angle PB46 PG 66 POC = Point O 1Commencement I POB = Point Of Beginning PR = Plat Rnnk I BLOCK 1 PB 46 PG 66 NE 51th STREET (50'WW(p, 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 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-21-10935 08/20/21 EXHIBIT "A" LEGAL DESCRIPTION: Parcel "B" This submittal needs to be scheduled fora public hearing in accordance wkh timelines set forth in the City of Miami Code. The applicade decision -making body NC renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 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 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 GENERAL NOTES: This submittal needs to be scheduled fora public hearing in accord once wM1h timelines set forth in the City of Miami Code. The applica decision -malting body will renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 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 N v 2 BLOCK 3 SKETCH TO ACCOMPANY LEGAL PROPOSED SABAL PALM VILLAGE SAP T6-8a-O ZONING POC r ort y Corner of Block 2 /NE Corner of Block S00 25' 00"E 100.00' N90° West line of Block 2 BLOCK 2 PB 46 PG 66 25' 00"W 171.00' \North Line of Section 19 Township 53 S RAnge 42 E BLOCK 4 PB 46 PG 66 This submittal needs to be scheduled fora public hearing in accord once w6, tmellnes set forth in the City of Miami Code. The applica decision -malting body will renew the information at the public hearing to render a recommendation or a final decision. CO 00"E 1085.00' z SABAL PALM VILLAGE SAP T6-8a-O 1 ` N90° 00' 00"W 871.39' NE 53rd STREET (so C.(P)) 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 S00° 25' 00"E 48 31' East lire of Block 4� Easterly li' e hf 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'— BLOCK 4 -Pe-46 PS 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 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 LEGALAD1NG SKETCH& LEGALISES. SKETCH AND LEGAL PARCELS A-G ZONING ARID LAND USE 8-12-21 REVISED DWG PZ-21-10935 08/20/21 EXHIBIT "A" LEGAL DESCRIPTION: PARCEL "C" This submittal needs to be scheduled fora public hearing in accordance wkh timelines set forth in the City of Miami Code. The applicade decision -making body NC renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 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: 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 GENERAL NOTES: This submittal needs to be scheduled fora public hearing in accord once wM1h timelines set forth in the City of Miami Code. The applica decision -malting body will renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 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 v 2 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 BLOCK 4 PB 46 PG 66 This submittal needs to be scheduled fora public hearing in accord once wM1h timelines set forth in the City of Miami Code. The applicade decision -malting bodywlll renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 N84° 21'/43"W 192.70' 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 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 a 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 EXHIBIT "A" LEGAL DESCRIPTION: Parcel "D" This submittal needs to be scheduled fora public hearing in accord once wM1h timelines set forth in the City of Miaml Code. The applica decision -making body will renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10935 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 GENERAL NOTES: This submittal needs to be scheduled fora public hearing in accord once wM1h timelines set forth in the City of Miami Code. The applica decision -malting body will renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 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 2 SKETCH TO ACCOMPANY LEGAL PROPOSED SABAL PALM VILLAGE SAP T6-8a-O ZONING BLOCK 3 BLOCK 2 PB 46 PG 66 BLOCK 2 PB 46 PG 66 S84° 21' 43"E S90° 00' 00"E 225.49'- NE 53rd STREET BLOCK 2 PB 46 PG 66 235.64' S02° 28' 52"W 200.03' �.„----N00° 00' 40"E 222.99' SURVEYOR'S NOTES: R - Radius 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 BLOCK 4 PB 46 PG 66 N90° 00' 00"W 451.38' NOTE: GROSS AREA TAKEN TO THE CENTERLINE OF PROPOSED RIGHT OF WAY NET AREA TAKEN TO THE PROPOSED LOT LINES \North Line of Section 19 Z ifownship 53 S Range 42 E (so' ww (r )) BLOCK1 PB 46 PG 66 \\ / \ / NC 57th STREET (50'WW(P)) This submittal needs to be scheduled fora public hearing ord once wM1h timelines set forth in the City of Miami Code. The applica decision -malting body wlll renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 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 OB POC SE Corner of Block 4 N90° 00' 00"W 373.47' 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 a 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 EXHIBIT "A" LEGAL DESCRIPTION: Parcel "E" This submittal needs to be scheduled fora public hearing in accordance wkh timelines set forth in the City of Miami Code. The applicade decision -making body NC renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 11/05/21 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 This submittal needs to be scheduled fora public hearing in accordance wkh timelines set forth in the City of Miami Code. The applicade decision -making body NC renew the information at the public hearing to render a recommendation or a final decision. GENERAL NOTES: This Description and Sketch to Accompany Legal Description does not represe boundary survey. PZ-21-10935 11/05/21 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 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 BLOCK 2 PB 46 PG 66 \North Line of Section 19 ownship 53 S Range 42 E BLOCK 4 PB 46 PG 66 This submittal needs to be scheduled fora public hearing in accord once wM1h timelines set forth in the City of Miami Code. The applica decision -malting body will renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 11/05/21 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 ACRE/S NET A EA = 24529.84 SQ FT / 0.56 ACR1ES S90° 00' 00"E 33.79' W-Line of NOO° 25' 00"W 371.59' NE 51th STREET Block 4 GROSS AREA = 5167.33 SQ FT/ 1.19 ACRE POB NET AREA = 45742.77 SQ FT / 1.05 ACRES1 SW Corner of ` —S00° 00' 40"W 222.99' Block 4 S-Line of Block 4 West Line of Section 19 Township 53 S Range 42 E BLOCK 4 PB 46 PG 66 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,esa e (SKETCH AND LEGAL) OWG SKETCH a LEGAUS,aaa SKETCH AND LEGAL PARCELSA, ZONING AND LAND USE 8-12-21 REVISED DWG EXHIBIT "A" LEGAL DESCRIPTION: Parcel "F" This submittal needs to be scheduled fora public hearing in accordance wkh timelines set forth in the City of Miami Code. The applicade decision -making body NC renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 11/05/21 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 This submittal needs to be scheduled fora public hearing in accordance wkh timelines set forth in the City of Miami Code. The applicade decision -making body NC renew the information at the public hearing to render a recommendation or a final decision. GENERAL NOTES: This Description and Sketch to Accompany Legal Description does not represe boundary survey. PZ-21-10935 11/05/21 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 8 SKETCH AOO MY 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 0) rn N BLOCK 2 PB 46 PG 66 /-N90° 00' 00"E 176.15' - NE 53rd STREET BLOCK2 BLOCK3 C) PB 46 PG 66 in N O z POB SE Corner of—.j Block 3 BLOCK 2 PB 46 PG 66 This submittal needs to be scheduled fora public hearing in accord once wM1h timelines set forth in the City of Miami Code. The applica decision -malting body will renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 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 SOO° 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 (55lth 0'Rw(P)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,esa e (SKETCH AND LEGAL)OWG SKETCH aLEGAUS,aaa SKETCH AND LEGAL PARCELS A,ZONING AND LAND USE 8-12-21 REVISED DWG EXHIBIT "A" LEGAL DESCRIPTION: Parcel "G" This submittal needs to be scheduled fora public hearing in accordance wkh timelines set forth in the City of Miami Code. The applicade decision -making body NC renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 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 GENERAL NOTES: This submittal needs to be scheduled fora public hearing in accord once wM1h timelines set forth in the City of Miami Code. The applica decision -malting body will renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 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 oF°w;.,:_ 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 8 0 2 SKETCH TO ACCOMPANY LEGAL PROPOSED SABAL PALM VILLAGE Poc SAP T6-12-0 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' \ OB 2 NE 53rd STREET N90° 00' 00"E 695.23' /ftownship 53 S Range 42 E BLOCK 4 PB 46 PG 66 > Z� (50' PM/ (P S14° 40' 44"W 642.59' GROSS AREA, 366722.34 SQ FT/ 8.42 ACRES NET AREA d 307541.35 SQ FT / 7.06 ACi�tES BLOCK 1 I PB 46 PG 66 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 This submittal needs to be scheduled fora public hearing ord once wM1h timelines set forth in the City of Miami Code. The applica decision -malting body wlll renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 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,eRoau789CtaeTOeAND LEGAL „ewG,aeE-FONDLEGAru,a9,aeETceAND LEGAL PARCELS ZONING AND LAND USE 8-,2-21REVISED D Z i BERCC]W 1 RADELL I i s. FERNANDEZ s. LARKIN + TAPANES 2CA1f42, LAND USE Phra [M EN 1HN@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 NOTICE This submittal needs to be scheduled fora public hearing in ceordance wTh timelines set forth in the City of Mlami Code. The applica tie decision -making body will renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10935 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 This submittal needs to be scheauted fora public he.ring in accordance with timelines set forth in the City of Wan Code.The appbicade decision -making bodywill renew the lnfomiadon at the public hearing to render. recommendation or a final decision. • 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 PZ-21-10935 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 C, 0 Q. NOTICE This submittal needs to be schedu fed fora pubdc hearing in coordence 'rah timelines set forth in the City of Miami Code. The appticade decision -making bodywill renew the information at the pubdc hearing to render a recommendation or a ltnrl decision. PZ-21-10935 08/20/21 7 Felipe Angulo (me) Julie Caputo (Host) Carli Kasha! PI 11 Melissa Tapanes Llahues Robert lb Robin rwerthamer • CN Alisa Cepeda Andrew Bonsignore goBen Fernandez • Chaim 47th Street • Justin Podolsky Laird Kramer (he/him) • Suzanna • Ulysee • Vanessa Cohen inWendy Stephan i r A" 0 Figure 1: Excerpt from May 10, 2021 Community Meeting. V REV! Ew COY� Z 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 This submittal needs to be schedated fora pane hearing in ccordance wth timelines set forth in the City of Miami Code. The appllcaae decision -making body will review the information at the pane hearing to render a recommendation or a final decision. 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. 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 Mr. C City of Miami Planning, Zoning a RESIDENT MEETING JOIN US FOR THE LATEST UPDATES IVIPtY 2u20zl THURSDAY 7:30 PM SABAL PALMVI 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 NICCTIN2 ID 876 566D 3571 DIAL -IN +1(646)575-9923 Figure 4: Flyer for May 20, 2021 Design Place Meeting NOTICE This submittal needs to be scheduled fora public hearing accordance with time, elinset forth in the City of MiamCode.The applicade decision -making bodywill renew the information at the pubs hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 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 PUBZ/C 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 3,300 units 300,000 SF Revised Change 2,920 units (incl. 512 Workforce -371 units Housing Units) 168,011 SF-131,989SF 500,000 SF 296,207 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. C, 0 a NOTICE This submittal needs to be scheduted for a pu bac hearing in ccordance wkh timelines set forth in the City of Miami Code. The appllcade decision -making body will reWew the information at the pubkc hearing to render recommendation or a final decision. Chat Messa Chaim 47th Street PZ-21-10935 08/20/21 4� !EW CD' Q 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 43.33 Trees and tree canopy are definitely 'environmental:' Can you speak on uLi tel enuil urn nenlai wl oiclel olive rs. Examples include noise pollution, traffar ralrning on NF 9nd aveene 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 Mr. C City of Miami Planning, Zoning a PUBL/c ca Z NOTICE This submittal needs to be schedated for a public hearing in ccordance wkh timelines set forth in the City of Miami Code. The appllcade decision -making body will renew the Information at the public hearing to render a recommendation or a final decision. Meeting with Palm Grove Neighborhood Association Meeting with current residents of Design Place Meeting with Little Haiti community stakeholders 5/19/2021 5/20/2021 5/27/2021 In -person meeting a Ironside. Zoom. In -person meeting at Cuisine Lakay and Bar with Haitian Creole translator. PZ-21-10935 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 C• 0 PURL/ ,D1 c PZ-21-10935 08/20/21 EW C°' ILLAGE T FILA ;LER TRAIL NOTICE This submittal needs to be schedu Led for a public hearing in accordance wilti timelines set forth in the City of Miami Code. The appLica de decision -making body wilL review the rntorrrlaijon at the public hearing to render a recommendation or a final EleoW on. AIAMI 21- SABAL PALM VILLAGE SAP SABAL PALM VILLAGE SPECIAL AREA PLAN SA 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 connection 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. 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 originally constructed in 1948 as Sabal Palm Village. The site is just east of the Miami Jewish Health Systems SAP and south of the Magic City SAP. This submittal needs to be scheduled fora public hearing in accordance wkh timelines set forth in the City of Miami Code. The applicade decision -making body NC renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 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 iconic elements from the 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. These paseos will be activated through a mix of uses including mixed -income residential, hotel, office and retail uses that welcome pedestrians to the Village's heart, the Katye Green. The Katye Green is envisioned as a central park surrounded by a sustainable commercial district 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. 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 1 SABAL PALM VILLAGE SPECIAL REGULATING PLAN Nri KOBI KARP 571 NW 28. STREET MIAMI, FL33127 F'. 3D5.573.181 District, and Buena Vista to create a sense of arrival at Little Haiti's NE 54 S designated Priority Corridor in the adopted City of Miami Bicycle Master Plan. to serve the community as a sustainable multi -modal hub facilitating north connections to and from Little Haiti through a proposed realignment of N vehicles and implementation of the Flagler Trail for pedestrians and bicyclists. This subminal needs to be scheduled fora public hearing in accordance wM1h timelines set forth in the City of Miami Code. The applicade decision-mal ing body will renew the information at the public hearing to render a recornmendaUon or a final decision. The Flagler Trail's connection of the Brightline's Downtown Miami Grand Central 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. PZ-21-10935 08/20/21 The development goals include: • Implement the first segment of the Flagler Trail linear pedestrian and bicycle pathway and facilitate mobility throughout the site and surrounding area. • Reintegrate the SAP property with the surrounding neighborhood and community physically and culturally. • Create public green spaces that welcome the surrounding community and celebrate the cultural heritage of the area. • Promote civic, economic, and cultural activities in the heart of the transit corridor. • Facilitate organized planned growth and urban infill. This Regulating Plan shall govern all property included within the Sabal Palm Village SAP. Where the standards set forth in these regulations conflict with standards set forth in Miami 21, the standards of the Regulating Plan shall govern. Where the standards of the Regulating Plan are silent, the underlying Miami 21 standards and requirements shall govern. Boundaries and Property Description The area subject to this SAP is generally described as bounded by NE 54th Street on the north, the FEC Railway on the east; Block 3 of the Sabal Palm Plat recorded at Plat Book 46, Page 66, and NE 2nd Avenue on the west: and approximately 200 feet south of NE 52nd Street; which include all of Blocks 1, 2, and 4 of the Sabal Palm Plat recorded at Plat Book 46, Page 66 of the Public Records of Miami -Dade County, Florida ("SAP Area"). The boundaries of the SAP Area are depicted in Illustration 1.1. The SAP Area is further described on Sheets A-1 and A-9 of the Design Guidelines. SABAL PALM VILLAGE SPECIAL REGULATING PLAN Nri KOBIKARP 571 NW 28. STREET MIAMI, FL33127 F'. 3D5.573.181 3 Illustration 1.1 LC17 Led 17411 JP • NOTICE This submittal needs to be scheduled fora pubic hearing in ccordonce wM1h timelines set forth in the City of Miami Code. The dpplica tie decision -making body will renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 A",c, 08/20/21 <<N REV, a�w CO ' TLIE 9RTY LIE SFB AFE PLC SABAL PALM VILLAGE SPECIAL REGULATING PLAN NFL KOBIKARP 571 NW 281, STREET MIAMI, FL33127 F'. 305.573.181 4 MIAMI" -SABAL PALM VILLAGE SAP ARTICLE 2. DEFINITIONS AR NOTICE This submittal needs to be scheduled for a public hearing in accordance wM1h timelines set forth in the City of Miami Code. The applica decision -mulling body will renew the information at the pubdc hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 This Article defines terms used in this Appendix that are technical in nature or tha otherwise reflected in common usage of the word. Terms not defined herein sha meaning provided in Miami 21. The definitions listed below shall only apply within the SAP Area. 2.1 DEFINITIONS OF BUILDING FUNCTION: USES (Article 4, Table 3) c. OFFICE This category is intended to encompass land Use functions predominantly related to business, professions, service or government. Medical Facility: A Building or portion thereof used to provide medical services. Such facilities may include, but are not limited to diagnostic centers, urgent care, surgical suites, sleep centers, radiology, physical therapy, pharmaceutical laboratories, clinics, outpatient services, and similar medical uses, as well as related office space. This Use does not include Hospitals, Nursing Homes, or Extended Care Facilities or other Facilities Licensed by the state of Florida to provide Health Hours Care or Medical Supervision for twenty-four or more hours. 2.2 DEFINITIONS OF TERMS Primary Grid or A -Grid: A Frontage facing public space such as a Thoroughfare of higher pedestrian importance (i.e., traffic volume, number of lanes, etc.). The Frontages assigned to A -Grid shall total at least 70% of the total length of all Frontages within the SAP Area. The A - Grid is depicted on Sheets B-14 through B-18 of the Design Guidelines. Secondary Grid or B-Grid: A Frontage facing public space such as a Thoroughfare that is of lesser pedestrian importance and is considered for automobile -oriented standards (i.e., parking lots, unlined parking decks, drive throughs, traffic volume, number of lanes, etc.). The Secondary Frontages assigned to B-Grid shall not exceed the 30% of the total length of all Frontages within the SAP Area. The B-Grid is depicted on Sheets B-14 through B-18 of the Design Guidelines. Capital Contribution: the Capital Contribution as defined and detailed in the Development Agreement. Design Guidelines: Plans, drawings, and diagrams that accompany and illustrate the intent of this Regulating Plan. Commonly referred to as the "Concept Book." Development Agreement: the Development Agreement between SPV Realty, LC and the City of Miami related to the redevelopment of the SAP Area. SABAL PALM VILLAGE SPECIAL REGULATING PLAN NFL KOBI KARP 571 NW 281, STREET MIAMI, FL33127 F'. 3D5.573.181 MIAMI 21 -SABAL PALM VILLAGE SAP AR Sabal Palm Village Plaza: The Open Space Type located at the center of the Senior Housing: housing limited to residents aged sixty-five (65) and older. Regulating Plan: Modifications to the underlying Miami 21 Transect Zone regulations for the Lots or properties included in this SAP. SAP: The Sabal Palm Village Special Area Plan specifically described in this Regulating Plan and accompanying Design Guidelines. This submittal needs to be scheduled for a public hearing in accordance wM1h timelines set forth in the City of Miami Code. The applicade decision -malting body NC renew the information at the public hearing to render a recommendation or a final decision. 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. SABAL PALM VILLAGE SPECIAL REGULATING PLAN Nri KOBI KARP 571 NW 281, STREET MIAMI, FL33127 F'. 3D5.573.181 6 ARTICLES ARTICLE 3 — GENERAL TO ZONES 3.3 LOTS AND FRONTAGES NOTICE This submittal needs to be scheduled fora public hearing in accordance wkh timelines set forth in the City of Miami Code. The applicade decision -making body NC renew the information at the public hearing to render a recommendation or a final decision. 3.3.6 For new Buildings in Established Setbacks Areas, the Established Setback shall be ma (See also Article 4, Diagram 10) Galleries and Arcades may be permitted within the First Layer in Established Setback Areas and shall not encroach the Public Right -of -Way except by Special Area Plan. Where a Gallery or Arcade is permitted, the Established Setback shall only be maintained if a Gallery or Arcade is provided. Where a Gallery or Arcade is not provided, the setback for the underlying Transect Zone shall be maintained. PZ-21-10935 08/20/21 Established Setback Areas include: m. NE 54th Street 1. All properties within the SAP Area adjacent to the south side of NE 54th Street and west of NE 3rd Ave. NE 54th Street Setback: Zero (0) feet with Arcade or Gallery as described within Article 4, Table 6. 3.5 MEASUREMENT OF HEIGHT 3.5.2 A Story is a Habitable level within a Building of a maximum fourteen (14) feet in Height from finished floor to finished floor. Basements are not considered Stories for the purposes of determining Building Height. A ground level retail Office, General Commercial, or Medical Facility use Story may exceed this limit up to a total height of twenty-five (25) feet. A single floor level exceeding fourteen (14) feet, or twenty- five (25) feet at ground level retail, shall be counted as two (2) Stories; except for T6 36, T6 '18, T6 60, T6 80, and D1, where a single floor level exceeding fourtccn (1'1) feet may count as one (1) Story if thc building height does not exceed (1'1) feet per floor. Where the first two stories are retail Office, General Commercial, and/or Medical Facility use, their total combined Height shall not exceed thirty-nine (39) feet and the first floor shall be a minimum of fourteen (14) feet in Height. Mezzanines may not cxcccd thirty three percent (33%) of the Habitable Space Floor Area, except for D1, where mezzanines may not exceed fifty perccnt (50%) of thc Habitable Space Floor Area. First floor Mezzanines extending beyond thirty three percent (33%) of the Floor Area, or fifty percent (50%) of the Floor Area +14 shall be counted as an additional floor. The Height of a Parking Structure concealed by a Liner may be equal to the Height of the Liner; this may result in a Liner Story concealing more than one level of Parking. SABAL PALM VILLAGE SPECIAL REGULATING PLAN Nri KOBI KARP 571 NW 281, STREET MIAMI, FL33127 F'. 3D5.573.181 7 ARTICLES 3.6.9 Off-street Loading Requirements a. Off-street vehicular loading shall be required for all T5 and T6, as shown on Article 4, Table 5 of this Regulating Plan and on Sheet B-13 Guidelines, and shall require no more than three (3) turning movements. NOTICE This submittal needs to be scheduled fora public hearing in accordance wM1h timelines set forth in the CIty of Miami Code. The applicade decision -malting body NC renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 b. Non -industrial berths may be located on -street within dedicated loading areas provided that deliveries are made within dedicated hours of operation: 6 a.m. to 11 a.m. c. Loading berths may be provided on —street within designated spaces as shown on Sheet B- 13 of the Design Guidelines. 3.8.2 Thoroughfares d. In T5 and T6 Zones, Public and Private Frontages should be coordinated with a ale consistent paving and landscape design as provided illustrated in Article /1, Table 6 and Article 8 Sheets L-2 through L-44 of the Design Guidelines. 3.8.3 Public Frontages a. Public Frontages should be designed as shown in Article '1, Table 6 this SAP and allocated within Transect Zones as specified illustrated in Sheets B-14 through B-18 of the Design Guidelines. Article '1, Table2. b. Within the Public Frontages, the arrangement of street trees and street lights should be as provided in Sheets B-14 through B-18 and L-2 through L-44 of the Design Guidelines. Article 8. 3.14 PUBLIC BENEFITS PROGRAM The intent of the Public Benefits Program established in this section is to allow bonus Building Height and FLR in T6 Zones and bonus Building Height in D1 Zones in exchange for the developer's contribution to specified programs that provide benefits to the public. 3.14.1 The bonus Height and FLR shall be permitted in the SAP Area if the proposed Development contributes toward the specified public benefits, above that which is otherwise required by this Code, in the amount and in the manner as set forth herein and in the approved Development Agreement. The bonus shall not be available to properties in a T5 or T6 Zone if the property abuts a T3 Zonc or in o T6 8 Zonc if the property abuts a CS Zone. 1. T5: five (5) Story maximum, FLR 6; bonus of twenty- five percent (25%) 1 SABAL PALM VILLAGE SPECIAL REGULATING PLAN NFL KOBI KARP 571 NW 281, STREET MIAMI, FL33127 F'. 3D5.573.181 ARTICLES 2. T6-8a: eight f§j Story maximum, bonus to twelve (12) Stories, FLR 6 five percent (25%) 3. T6-8b: eight (8) Story maximum, bonus to sixteen (16) Stories, FLR 6; five percent (25%) 4. T6-12: twelve (12) Story maximum, bonus to twenty (20) Stories, FLR 8, bon twenty-five percent (3025%) through Public Benefits as provided in Section 3.14, of this Regulating Plan. This submittal needs to be scheduled for a public hearing in accordance xkh tlmelines set forth in the City of Mlarnl Cede, The applicable decision -making body will renew the information at the public hearing to render a recommendation or a final decision. Transect Zone Heights are fully described in Article 5 of this Regulating Plan. PZ-21-10935 08/20/21 The foregoing Height and FLR bonuses shall be permitted in exchange for specialized contributions unique to this SAP and other benefits identified in the Development Agreement, as well as any of the Public Benefits provided under Miami 21 Section 3.14. 3.14.2 Upon providing a binding commitment for the specified public benefits as provided in Section 3.14.3 of this Regulating Plan, the proposed development project shall be allowed to build within the restrictions of the specific Transect Zone, up to the bonus Height and FLR as established in this Section. The only square footage allowed above the maximum Height is that achieved through the bonus program. 3.14.3 The proposed bonus Height and FLR shall be permitted in exchange for commitment to the City for the following public benefits: affordable/workforce housing, Senior Housing, Public Parks and Open Space, Green Buildings, Brownfields, and Civic Space or Civil Support space, and those benefits described in the approved Development Agreement. The City shall establish a Miami 21 Public Benefits Trust Fund for the cash contributions for Affordable/ Workforce under this section. The City Commkcion, upon the manager's recommendation, shall annually decide the allocation of funds from the Trust Fund collected under this section. All cash contributions thus allocated by the Commission to support affordable/ workforce housing shall be deposited in the Affordable Housing Trust Fund for expenditures pursuant to the guidelines adopted by the City Commission. All cash contributions thus allocated by the Commission to outlined therein. 3.14.4 For the purposes of the public benefits program, the following criteria shall apply: a. Affordable/Workforce Housing. The development project in a T6 zone may provide any of the following or combination thereof: 1. Affordable/Workforce housing on site of the development. For each square foot of affordable/ workforce housing (including pertaining shared space such as parking and circulation) pro- vided on site, the development shall be allowed two square feet of additional area up to the bonus Height and FLR as described in Section 3.14.1 of this Regulating Plan. 1 SABAL PALM VILLAGE SPECIAL REGULATING PLAN NFL KOBI KARP 571 NW 281, STREET MIAMI, FL33127 F'. 3D5.573.181 ARTICLES 2. Affordable/Workforce housing off -site. For each square foot of Affo housing (including pertaining shared space such as parking and circula site, in a location within the City Little Haiti area approved by the Ci development shall be allowed an equivalent square footage of additional bonus Height and FLR as described in Section 3.14.1 of this Re•ulatin additional allowance is given for the purchase of the site. This submittal needs to be scheduled for a public hearing in accordance wM1h timelines set forth in the City of Miami Cole. The applica to decision -making body will renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 3. Capital Contribution. For the Capital Contribution, as defined and described in the Development Agreement, and for those other public benefits described in the Development Agreement, development within the SAP shall be permitted additional Floor Area up to the bonus Height and FLR described in Section 3.14.1 of this Regulating Plan. Trust Fund contributions. For a cash contribution to the Miami 21 Public Benefit Trust Fund, the development shall bo allowed additional Floor Area up to the bonus Height and FLR described in Section 3.1 /1 .1. The cash contribution shall be determined based on a percentage of the market value of the per square foot price being charged for units at projects within the market area where the proposed project seeking the bonus is located. The calculation assumes a land value effective October 1st of every year. b. Senior Housing on site of the development. Floor area associated with Senior Housing shall be excluded from FLR calculations and shall not count as floor area limited by FLR. c. Public Parks, Open Space, or Park Improvements. The development project in a T6 zone may provide any of the following or combination thereof: 1. Public Park, or Open Space, provided through purchase and in an area of need identified ' as described in the Development Agreement. In addition, park improvements provided through donation for Public Parks with amenity levels that are Moderate, or that Need Improvement as defined by the Parks Department Facilities' Assessment Report. i. For each square foot of dedicated public Park or Open Space provided, the development shall be allowed two times the development Floor Area of provided land up to the bonus Height and FLR as described in Section 3.14.1. The Open Space may be a Park, Green, of Square, Plaza, or Pedestrian Passage as more fully described in Article 4, Table 7 of this Code. ii. Park improvements shall be valuated and for said value the development project shall be allowed additional Floor Area up to the bonus Height and FLR described in Section 3.14.1 and shall for all applicable purposes be treated as a Trust Fund contribution Capital Contribution pursuant to Section 3.14.4.b.(3). iii. Park improvements for Public Parks in areas below 50% median income threshold shall be allowed two times the valuation credit. SABAL PALM VILLAGE BOOK I SPECIAL Ma KOBI KARP 2915 BISCAYNE BLVD, SUITE 200 MIAMI, FL33137 P. 305. 573. 1818 KOBI KARP.COM KOBI KARP@KO BI KARP.COM ARTICLES NOTICE This submittal needs to be scheduled fora public hearing in accord once wkh timelines set forth in the City of Miami Code. The applicade decision -making body NC rewewthe information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 iv. Donations must meet all City requirements for design, equipment s construction, warranties, etc. Park improvements are subject to review and app the City Manager or designee in accordance with Miami 21. 2. Public Open Space provided on -site in a location and of a design to be approved by the Planning Director as described in the Design Guidelines and SAP Development Agreement. For each square foot of dedicated public Park or Open Space provided in excess of minimum required Open Space, the development shall be allowed an equivalent amount of development Floor Area up to the bonus Height and FLR as described in Section 3.14.1. The project shall maintain the Frontage requirements of the Transect Zone. The Open Space may be a Park, Green, Square, Lakou, Courtyard, Plaza, or Thoroughfare or Pedestrian Passage through the site connecting two (2) Thoroughfares, such as a segment of the Baywalk or including segments of the FEC Greenway. See Article 4, Table 7. 3. Capital Contribution. For the Capital Contribution, as defined and described in the Development Agreement, and for those other public benefits described in the approved Development Aqreement, the development shall be allowed additional Floor Area up to the bonus Height and FLR described in Section 3.14.1. Trust Fund contributions. For a cash contribution to the Area up to the bonus Height acid F C? describer! in Section 3.1"1.1. The cash contribution shall be determined based on a percentage of the market value of the per square foot price being charged forunits at projects within the market area where the proposed project rentable square foot within market area to equate to between 10 (ten) to 15 (fifteen) October 1st of every year. Transfer of Development Rights program established in Chapter 23, City Code. c. Green Building. In a T6 zone, additional Height and FLR shall be allowed for Buildings certified by the U.S. Green Building Council as follows: 1. Silver: For Buildings under 50,000 sf, 2.0% of the floor lot ratio (FLR) 2. Gold: 4.0% of the Floor Lot Ratio (FLR) 3. Platinum: 13.0% of the Floor Lot Ratio (FLR) Note: Standards equivalent to the USGBC, as confirmed acceptable by the City, may alternatively apply. SABAL PALM VILLAGE BOOK I SPECIAL Ma KOBI KARP 2915 BISCAYNE BLVD, SUITE 200 MIAMI, FL33137 P. 305. 573. 1818 KOBI KARP.COM KOBI KARP@KO BI KARP.COM ARTICLES NOTICE This submittal needs to be scheduled fora public hearing in accord once wkh timelines set forth in the City of Miami Code. The applica decision -making body will rewewthe information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 If at the time the first Certificate of Occupancy is issued for the Building that rece benefits bonus for a Green Building, the anticipated LEED certification has n achieved, then the owner shall post a performance bond in a form acceptable to the City. The performance bond shall be determined based on the value of land per square foot of Building in the area of the City in which the proposed project is located, which may be adjusted from time to time based on market conditions. The methodology for determining the value of land per square foot of Building shall be maintained in the Planning Department. The City will draw down on the bond funds if LEED certification has not been achieved and accepted by the City within one year of the City issuance of the Certificate of Occupancy for the Building. Funds that become available to the City from the forfeiture of the performance bond shall be placed in the Miami 21 Public Benefits Trust Fund established by this Code. Brownfields. One additional Story of Height shall be permitted for redevelopment on a Brewd Site as defined herein. d. Civic Space Types and Civil Support Uses. For a development project in a T6 zone that donates a Civic Space Types or Civil Support Uses on site to the City of Miami, an additional two square feet of area for each square foot of donated space or use, up to the bonus Height and FLR, shall be allowed. SABAL PALM VILLAGE BOOK I SPECIAL VV Ma KOBI KARP 2915 BISCAYNE BLVD, SUITE 200 MIAMI, FL33137 P. 305. 573. 1818 KOBI KARP.COM KOBI KARP@KO BI KARP.COM 12 MIAMI 21 - SABAL PALM VILLAGE SAP R L1 R A L II NOTICE This submittal needs to be scheduled fora public hearing in accord once wM1h timelines set forth in the city of Miami Code. The applica decision -making bodywill renew the information at the public hearing to render a recommendation or a final decid on. PZ-21-10935 LOT OCCUPATION j {3 , r 6rwrix.ja „, q�8/20/21 J EV+EW CO i =t= ' i 1.. 11+ t ^^� '' yy W ........ "..�......... rvnr.wwrorvr 12 narx owe El ..........,..,,. ��...a....w� 6.12 T:. . ,,,,,,,,,,,,,a .,... a. Lot Area 5,000 s.f. min. 1,400 s.f. - 20,000 s.f. ** 1,200 1 5,000 sf. min 40,000 5000 sf. min. 70,000 5,000 sf. min. 100,000 s.f.max. ** s.f. s. s.°. max. s1. max. b. Lot Width 50 ft. min. 16 ft. min /50 ft. min.** 16 ft. min /50 ft. min. 50 ft. min. 50 ft. min. 50 ft. min. c. Lot Coverage 50% max.lst Floor 30% max. 2nd Floor for T3 R & T3L only 60%max. 80%max. 80%max.*-* S0%max. -: 80%max. d. Floor Lot Ratio (FLR) 6*/25% additional Public 64/25% additional Public 84/25% additional Public a. 7/30%additional Public Benefit or b.161 40% additional Public Benefit *** Benefit **** — Benefit L. — Benefit **** e Frontage at front Setback 50% min. 70% min. 70% min. 70% min. 70% min. f Green/ Open Space Requirements 25% Lot Area min. 15% Lot Area min. 4812% Lot Area min.* 4812% Lot Area min.* 4812% Lot Area min.* 10% Lot Area min. g. Density 9-18 du/acre max.** 36 du/acre max. 85150 du /acre * 150 du /acre * 150 du /acre * 150 du /acre h. Civic Space 5% of aaareaate area min. * 5% of aaareaate area min * 5% of aaareaate area min. * BUILDING SETBACK a. Principal Front 20 ft. min. 10 ft.min. 10 ft. min. 10 ft. min. 10 ft. min. 10 ft. min. b. Secondary Front 10 ft. min. 10 ft. min. 10 ft. min. loft. m in. 10 ft. min. 10 ft. min. c. Side 5ft. min.** 0ft. min./5ft. min.** 0ft. min.** 0ft. min. Oft. min. Oft. min.** d Rear 20 ft. min. 20 ft. min. Oft. min.** Oft. min.** Oft. min. Oft. min.** OUTBUILDING SETBACK a. Principal Front 20 ft. min. (T3 L only) 30 ft. min. b. Secondary Front 10 ft. min. (T3 L only) 10 ft. min. c. Side 5ft. min. (T3 L only) Oft. min. / 5ft. min. d Rear 5ft. min. (T3 L only) 5ft. min. PRIVATE FRONTAGES a. Common Lawn permitted permitted prohibited prohibited prohibited prohibited b. Porch & Fence permitted permitted prohibited prohibited prohibited prohibited c. Terrace or L C prohibited permitted prohibited prohibited prohibited prohibited d Forecourt prohibited permitted pemiitted permitted pemiitted permitted e Stoop prohibited permitted pemiitted permitted pemiitted permitted f. Shopfront prohibited permitted (T4 L, T4 0) permitted (T5 L, T5 0) permitted (T6-8 L, T6-8 0) permitted (T6-12 L, T6-12 0) permitted (T6-24 L, T6-24 0) g. Gallery prohibited prohibited pemiitted ** permitted ** pemiitted ** pemiitted ** h. Arcade prohibited prohibited pemiitted ** permitted ** pemiitted ** pemiitted ** BUILDING HEIGHT (Stories a. Principal Building 2 max. 3 max. 2 min. 5 max. 2 min. 8 max. 2 min. 12 max. 2 min. 24 max. b. Outbuilding 2 max. 2 max. c. Benefit Height'- Abutting T6, T5&T4 &Conly N/A a.4 max. orb. 8 max. **** 816 max.**** 24 max.** * Calculated on an SAP Area -wide hasis as denicted in shoe s R-11 through R-12 of the Design Guidelines ** Note: Refer to Article 5 for Specific Transect Zone Regulations **** Bonus Provisions in Sections 4 14 5 6 R and Tahle S 6 and the Develonment Agreement SABAL PALM VILLAGE BOOK I SPECIAL AVA KOBI KARP 2915 BISCAYNE BLVD, SUITE 200 MIAMI, FL33137 P. 305.573.1818 KOBIKARP.COM KOBIKARF KOBIKARP.COM 12 MIAMI 21 - SABAL PALM VILLAGE SAP DENSITY 'UNITS PER ACRE: RESIDENTIAL SINGLE FAMILY RESIDENCE COAbtuNITYRESI1 ENCE AiiCtLLARY UNIT TWO FAMILY RESIDENCE MULTI FAMILY HOUSING DORMITORY HOME OFFICE LIVE - WORK WORK-LNE LObGINd BED $ SRE NO:AST I61N HOT EL OFRCE OFF ICE &1 ii) CAL F Ai: ILI I IL j COMMERCIAL AUTO -RELATED COMMERCINL ESTAB. ENT E RTAr8M EPNT ESTASLI E -81ENT ENT EH I.4INMENT ESTAEL - AI] uLT FCCD SER'IICE ESTABLISHMENT ALCOHOL B EVE RAGE SERVICE ESTAii. GE;Nt I AL cOM MERCtAL MARINE RELATED CCIPeMAERCIALESTAB. OPEN AIR RETAL PLACE OF ASSEMBLY RECREAT ICNAL EST ABLit HME CHIC CCPIIMU8RY.FACILITY RECREATIOW4_ FACILRY RELIGIOUS FACLIT( REGIONAL ACTIVITY COMPLEX CIVIL SLPPOIL7 COM Mu NI I Y SUP -FORT fACILI I Y IiNF#A8IRu4:r uKt ANC) UtILI LIES MAJOR FACILITY MARINA Pi•BL1C PARKING RESCUE MISSION TRANSIT FA.CILIfIES EDUCATED N&L CHLOCAHt COLLEGE 1 UNIVERSITY ELEk,1EN TARP SCHOOL LEARNING CENTER M ODLE I HIGH SCHOOL PRE-SCHOOL RESEARCH FAC LITY SPECIAL TRAINING rVOCAI YJNAL INDUSTRIAL AUTOADLATED Ii4DLIS RLALESTBL. MANUF ACTU RI MK; AND PRCSCESSI#1G MAR INERELAI EU INDLISI RIAL ESTBL. PROD DOTS AND S.ERVIC ES STORAGE, i7ISTRISuIION FAO LITv i3 S`JE-J !AN R L 74 JR8AN GENERAL ARTICLE 4. TABLE 3 BUILD! T5 IJREiAN CENTER Id R 8 R R R R R H. E E 1- E Ve E r lE Yfi N: R R R 8 li rx H 1{ E I4 R TJ i2 R R R E R R E R Id Sh' E 1- 6= E ti Il R Fi H 4h' R AllmeiElAq, WYA lcohed BiWirEnt AAriristad'ie Ffirxes - CRC y aeira!ed RNew C'LrrrrittEeJ EAimed 14Enoep9on:PiticFkong-gaited tri'F2AB{F'nmrg2mry&Afixds&mul Banes wit na clesglancc) sign+T Use Fru-du ed, R R R R 8 R 8 8 8 R R 1h' R 4R R R w w V> w R VI 8 8 T6 'Jr14SAN CORE 14 L R. R R f°2 R 14 Ft 8 R R R w R IN R E 1N w R rs w E R E a w eV V11 E 1h' 5h, lA T E w E R Ft w fro° R R R H R H F2 R R R R R R R VV w R 1R wJ R R E w w w w w w w w R w R W CIVIC 45 NV114t Th. submittal needs to be schedu lee bra public heal In accordance wtlnbmefnes set forth in me City Miami Cede. The appke de tleuislon-making body revlewihelnformrtnIatihepubechezringto render recommentlation or final tleiaorv. PZ-21-10935 08/20/21 Q \REifr Ew c° ... ny of will �� M9�� R .ilim=m11111. I���� .---C ■��� �® R ■� R ■ R ■� __ R H k P. H E j4 ;d I2 -..N H, R R R T W E R It H me E E E E E E R. P. R i'S' E H R li W t F2 H R ll E E R R W t H H R W W _ 4'4' H iz W E W R R W E R P. n i+d E E _ E R R Ve W E 4h' 4' 14 Sr4" =E E R E 1, R R E R !? 8 Ve _ rt _ W 5r5a - I., x kh' E E _ E H _ E R = E E R 14 R E R _ _ R I4 R Ve _ H H 1a 5'a R R 5'.' R R w H fi H R H W 4 u 5h' Uses may. hetr'trsl diedttrSirFlerne-ralRegukaocm..SIheRegshenaorTherFrmrsmso?7isCnde.SeeCO). Ccde Crgxer J 1x regukEncratekEAKI to AIocnd Beaeeage &Frcce EsaG ' AiddticrlE11 clEcanesnsc eT6zixtE tee ilUsacedinCisgarl9. •'62. L7ercF} et' Iceei atrrrrg Zone ..' B"FEEde 7e *-Il:?o u5.td-1 e°: eiAgt;xn:U. e0E1'4 ti;a',5 -See €0j4' r,0*'4st SABAL PALM VILLAGE BOOK I SPECIAL AMA KOBI KARP 2915 BISCAYNE BLVD, SUITE 200 MIAMI, FL33137 P. 305.573.1818 KOBIKARP.COM KOBIKARP@KOBIKARP.COM MIAMI 21 - SABAL PALM VILLAGE SAP DENSITY (UPA) RESIDENTIAL LODGING * Please refer to Diagram 9 ARTICLE 4. TABLE 4 DENSITY, INTE 65 UNITS PER ACRE Residential Uses are permissible as listed in Table 3, limited by compliance with: • Minimum of 1.5 parking spaces per Dwelling Unit. • Minimum of 1 additional visitor parking space for every 10 Dwelling Units. • Adult Family -Care Homes - Minimum 1 space per staff ^ember and 1 space per 4 residents. • ;ommunity Residence - Minimum of 1 parking space per Staff member in addition to the parking required for the ?rincipal Dwelling Unit(s). 'arking requirement may be reduced according to the Shared parking standard, Article 4, Table 5. ainimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. • Except for sites within 500 feet of an ungated T3 Transect ?one, the parking ratio may be reduced within a TOD area within a Transit Corridor area by up to thirty percent 30%) by process of Waiver; by up to fifty percent (50%) by rocess of Waiver and payment into a transit nhancement Trust Fund, as established by Chapter 35 f the City Code; or by one hundred percent (100%) for ny Structure with a Floor Area of ten thousand (10,000) ,quare feet or less. • -oading - See Article 4, Table 5 Iging Uses are permissible as listed in Table 3. • `,linimum of 1 parking space for every 2 lodging units. Minimum of 1 additional visitor parking space for every 10 lodging units. 'arking requirement may be reduced according to the ;hared parking standard, Article 4, Table 5. linimum of 1 Bicycle Rack Space for every 20 vehicular ,paces required. • xcept for sites within 500 feet of an ungated T3 Transect :one, the parking ratio may be reduced within a TOD area r within a Transit Corridor area by up to thirty percent 30%) by process of Waiver; by up to fifty percent (50%) by rocess of Waiver and payment into a transit nhancement Trust Fund, as established by Chapter 35 :f the City Code; or by one hundred percent (100%) for ny Structure with a Floor Area of ten thousand (10,000) quare feet or less. • 'arking may be provided by ownership or lease offsite >ithin 1000 feet by process of Waiver, except when site within 500 feet of T3 • oading - See Article 4, Table 5 65 UNITS PER ACRE Residential Uses are permissible as listed in Table 3, limited by compliance with: • Minimum of 1.5 parking spaces per Dwelling Unit. • Maximum of 1 parking space per Micro Dwelling Unit, with a maximum of 1 additional visitor parking space for every 10 Micro Dwelling Units. • Minimum of 1 additional visitor parking space for every 10 Dwelling Units. • Live -work - Work component shall provide parking as required by the non-residential use in addition to parking required for the Dwelling Unit. • Adult Family -Care Homes - Minimum 1 space per staff member and 1 space per 4 residents. • Community Residence - Minimum of 1 parking space per staff member in addition to the parking required for the principal Dwelling Unit(s). • Parking requirement may be reduced according to the Shared parking standard, Article 4, Table 5. • Minimum of 1 Bicycle Rack Space for every 20 vehicular the spaces required. • Except for sites within 500 feet of an ungated T3 Transect Zone, the parking ratio may be reduced within a TOD area or within a Transit Corridor area by up to thirty percent (30%) by process of Waiver; by up to fifty percent (50%) by process of Waiver and payment into a transit enhancement Trust Fund, as established by Chapter 35 of the City Code; or by one hundred percent (100%) for any Structure with a Floor Area of ten thousand (10,000) square feet or less. • Parking may be provided by ownership or lease offsite within 1000 feet by process of Waiver, except when site is within 500 feet of T3 • Loading - See Article 4, Table 5 Lodging Uses are permissible as listed in Table 3. • Minimum of 1 parking space for every 2 lodging units. • Minimum of 1 additional visitor parking space for every 10 lodging units. • Parking requirement may be reduced according to the Shared parking standard, Article 4, Table 5. • Minimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. • Except for sites within 500 feet of an ungated T3 Transect Zone, the parking ratio may be reduced within a TOD area or within a Transit Corridor area by up to thirty percent (30%) by process of Waiver; by up to fifty percent (50%) by process of Waiver and payment into a transit enhancement Trust Fund, as established by Chapter 35 of the City Code; or by one hundred percent (100%) for any Structure with a Floor Area of ten thousand (10,000) square feet or less. • Parking may be provided by ownership or lease offsite within 1000 feet by process of Waiver, except when site is within 500 feet of T3 • Loading - See Article 4, Table 5 T5 - U This submittal needs to be scheduled for a public hearing In accordance wM1h timelines set forth in the City of 4 Miami Cole. Tine appticade decision-matng bt lywill renew the Information at the public hearing to render a mcommendation or a fnat deciaon. 150 UNITS PER Residential Uses are by compliance with: • Minimum of 1.5 parking sp PZ-21-10935 08/20/21 • Maximum of 1 parking space per Micro Dwelling Unit, with a maximum of 1 additional visitor parking space for every 10 Micro Dwelling Units. • Minimum of 1 additional visitor parking space for every 10 Dwelling Units. • Live -work - Work component shall provide parking as required by the non-residential use in addition to parking required for the Dwelling Unit. • Adult Family -Care Homes - Minimum 1 space per staff member and 1 space per 4 residents. • Community Residence - Minimum of 1 parking space per staff member in addition to the parking required for the principal Dwelling Unit(s). • Parking requirement may be reduced according to Shared parking standard, Article 4, Table 5. • Minimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. Excopt for sitos within 500 foot of an ungatod T3 Transoct Zepe, Parking requirements shall be reduced by 35% by right due to the SAP's proximity to a Transit Corridor. The parking ratio may be further reduced within a TOD aroa or within a Transit Corridor aroa by up to thirty porcont (30%) by proccx of Waivcr; by up to fifty percent (50%) by proccx of Waivcr and payment into a transit enhancement Trust Fund, as established by Chapter 35 of the City Code; or by one hundred percent (100%) for any Structure with a Floor Area of ten thousand (10,000) square feet or less. • Parking may be provided by ownership or lease offsite within 1000 feet by process of Waiver, except when site is within 500 feet of T3. • Loading - See Article 4, Table 5 Lodging Uses are permissible as listed in Table 3. Minimum of 1 parking space for every 2 lodging units. Minimum of 1 additional visitor parking space for every 10 lodging units. Parking requirement may be reduced according to the Shared parking standard, Article 4, Table 5. Minimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. Excopt for sitos within 500 foot of an ungatod T3 Transoct Zepe, Parking requirement shall be reduced by 35% by right due to the SAP's proximity to a Transit Corridor. The parking ratio may be further reduced within a TOD aroa or within a Transit Corridor aroa by up to thirty porcont (30%) by procc,L of Waivcr; by up to fifty percent (50%) by proccx of Waivcr and payment into a transit enhancement Trust Fund, as established by Chapter 35 of the City Code; or by one hundred percent (100%) for any Structure with a Floor Area of ten thousand (10,000) square feet or less. Parking may be provided by ownership or lease offsite within 1000 feet by process of Waiver, except when site is within 500 feet of T3. Loading - See Article 4, Table 5 SABAL PALM VILLAGE BOOK I SPECIAL 3.I■ KC3d1 Y ARP 2915 BISCAYNE BLVD, SUITE 200 MIAMI, FL33137 P. 305.573.1818 K OBI KARP. COM KO BI KARP@ KO BI KARP. COM MIAMI 21- SABAL PALM VILLAGE SAP ARTICLE 4. TABLE 4 DENSITY, INTE T5 - U DENSITY (UPA) OFFICE COMMERCIAL Please refer to Diagram 9 s+irnT R= ,cnr. 65 UNITS PER ACRE Office Uses are permissible as listed in Table 3, limited by compliance with: • The first and second Story of the Principal Building and Office and Commercial Uses shall be less than 25% Building floor area total. • Minimum of 3 parking spaces for every 1,000 square feet of office use. • Parking requirement may be reduced according to the Shared parking standard, Article 4, Table 5. • Minimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. • Except for sites within 500 feet of an ungated T3 Transect Zone, the parking ratio may be reduced within a TOD area or within a Transit Corridor area by up to thirty percent (30%) by process of Waiver; by up to fifty percent (50%) by process of Waiver and payment into a transit enhancement Trust Fund, as established by Chapter 35 of the City Code; or by one hundred percent (100%) for any Structure with a Floor Area of ten thousand (10,000) square feet or less. • Parking may be provided by ownership or lease offsite within 1000 feet by process of Waiver, except when site (s within 500 feet of T3. • Loading - See Article 4, Table 5 Commercial Uses are permissible as listed in Table 3, limited by compliance with: • The first and second Story of the Principal Building and Office and Commercial Uses shall be less than 25% Building floor area total. • A maximum area of 55,000 square feet per establishment. • Minimum of 3 parking spaces for every 1,000 square feet of commercial use. • Parking requirement may be reduced according to the Shared parking standard, Article 4, Table 5. • Minimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. • Except for sites within 500 feet of an ungated T3 Transect Zone, the parking ratio may be reduced within a TOD area or within a Transit Corridor area by up to thirty percent (30%) by process of Waiver; by up to fifty percent (50%) by process of Waiver and payment into a transit enhancement Trust Fund, as established by Chapter 35 of the City Code; or by one hundred percent (100%) for any Structure with a Floor Area of ten thousand (10,000) square feet or less. • Parking may be provided by ownership or lease offsite within 1,000 feet by process of Waiver, except when site is within 500 feet of T3. • Loading - See Article 4, Table 5 150 UNITS PER Office Uses are perm by compliance with: • Minimum of 3 parking spac feet of office use. NOTICE This submittal needs to be scheduled for a public hearing in accordance wth timelines set forth in the city of 1 Miami Code. The applica tie decision -making bodywill re dewthe Information at the public hearing to render a recommendation or a fret decin on. PZ-21-10935 08/20/21 • Parking requirement may be reduced according to the Shared parking standard, Article 4, Table 5. • Minimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. • Excopt for sitos within 500 foot of an ungatod T3 T•an�,n -Z Parking requirement shall be reduced by 3% by right due to the SAP's proximity to a Transit CorridorThe parking ratio may be further reduced within perccnt (3B%) by procc c of Waivcr; by up to fifty percent (50%) by procoss of Waivor and payment into a transit enhancement Trust Fund, as established by Chapter 35 of the City Code; or by one hundred percent (100%) for any Structure with a Floor Area of ten thousand (10,000) square feet or less. • Parking may be provided by ownership or lease offsite within 1000 feet by process of Waiver, except when site is within 500 feet of T3. • Loading - See Article 4, Table 5 Commercial Uses are permissible as listed in Table 3, limited by compliance with: • A maximum area of 55,000 square feet per establishment, except for Public Storage Facilities. • Minimum of 3 parking spaces for every 1,000 square feet of commercial use, except for Public Storage Facilities, minimum 1 parking space for every 10,000 square feet with a minimum of 8 parking spaces. • Parking requirement may be reduced according to the Shared parking standard, Article 4, Table 5, except for Public Storage Facilities. • Minimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. •Exccpt for citcc within 500 fcct of an ungatcd T3 Transact -Zane Parking requirement shall be reduced by 35% by right due to the SAP's proximity to a Transit CorridorThe parking ratio may be further reduced within a TOD arcta or within a Tancit Corridor arcta by up to thirty porcont (30%) by procoss of Waivor; by up to fifty percent (50%) by procc c of Waivcr and payment into a transit enhancement Trust Fund, as established by Chapter 35 of the City Code; or by one hundred percent (100%) for any Structure with a Floor Area of ten thousand (10,000) square feet or less. • Parking may be provided by ownership or lease offsite within 1000 feet by process of Waiver, except when site is within 500 feet of T3. • Loading - See Article 4, Table 5 • Commercial Auto -related, Drive-Thru or Drive -In Facilities - See Article 6. SABAL PALM VILLAGE BOOK I SPECIAL 3.I■ KC3d1 Y ARP 2915 BISCAYNE BLVD, SUITE 200 MIAMI, FL33137 P. 305.573.1818 K OBI KARP. COM KO BI KARP@ KO BI KARP. COM 15 MIAMI 91 _ qAR I PSI .INI VILLAGE SAP ARTICLE 4. TABLE 4 DENSITY INTE NOTICE This submittal needs to be schedu lee for a public hearing in accordance wM1h timelines set forth in the City of Miami Code. The appliw!!e decision -making body NC renew the information at the public hearing to render a recommendation or a final decis on. DENSITY(UPA) 65 UNITS PER ACRE 65 UNITS PER ACRE 150 UNITS PER ' IP PZ-21-10935 civic Civic Uses are permissible as listed in Table 3, limited by compliance with: • Minimum of 1 parking space for every 5 seats of as- sembly uses. • Minimum of 1 parking space for every 1,000 square feet of exhibition or recreation area, and parking spaces for other Uses as required. • Parking requirement may be reduced according to the Shared parking standard, Article 4, Table 5. • Minimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. Except for sites within 500 feet of an ungated T3 Transect Zone, the parking ratio may be reduced within a TOD area or within a Transit Corridor area by up to thirty percent (30%) by process of Waiver; by up to fifty percent (50%) by process of Waiver and payment into a transit enhancement Trust Fund, as established by Chapter 35 of the City Code; or by one hundred percent (100%) for any Structure with a Floor Area of ten thousand (10,000) square feet or less. arking may be provided by ownership or lease offsite within 1000 feet by process of Waiver, except when site is within 500 feet of T3. _oading - See Article 4, Table 5 Civic Uses are permissible as listed in Table 3, limited by compliance with: • Minimum of 1 parking space for every 5 seats of as- sembly uses. • Minimum of 1 parking space for every 1,000 square feet of exhibition or recreation area, and parking spaces for other Uses as required. • Parking requirement may be reduced according to the Shared parking standard, Article 4, Table 5. • Minimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. • Except for sites within 500 feet of an ungated T3 Transect Zone, the parking ratio may be reduced within a TOD area or within a Transit Corridor area by up to thirty percent (30%) by process of Waiver; by up to fifty percent (50%) by process of Waiver and payment into a transit enhancement Trust Fund, as established by Chapter 35 of the City Code; or by one hundred percent (100%) for any Structure with a Floor Area of ten thousand (10,000) square feet or less. • Parking may be provided by ownership or lease offsite within 1000 feet by process of Waiver, except when site is within 500 feet of T3. • Loading - See Article 4, Table 5 Civic Uses are permi 1:4.fi 08/20/21 compliance with: • Minimum of1parking space fo� VIEW �"��, uses. • Minimum of 1 parking space for every 1,000 square feet of exhibition or recreation area, and parking spaces for other Uses as required. • Parking requirement may be reduced according to the Shared parking standard, Article 4, Table 5. • Minimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. Excopt for sitos within 500 foot of an ungatod T3 Transoct Zonc Parking requirement shall be reduced by 35% by right due to the SAP's proximity to a Transit Corridor. The parking ratio may be further reduced within a TOD arc or within a Transit Corridor aroa by up to thirty (30%,) porcont by Waivor; by up to fifty (50%) by procoss-of percent procoss of Waivor and payment into a transit enhancement Trust Fund, as established by Chapter 35 of the City Code; or by one hundred percent (100%) for any Structure with a Floor Area of ten thousand (10,000) square feet or less. • Parking may be provided by ownership or lease offsite within 1000 feet by process of Waiver, except when site is within 500 feet of T3. • Loading - See Article 4, Table 5 CIVIL SUPPORT vil Support Uses are permissible as listed in Table 3, nited by compliance with: • Minimum of 1 parking space for every 800 square feet of Civil Support Use. • Minimum of 1 parking space for every 5 seats of assembly se, • ilinimumofl parking space for every 5 slips of marine use. • ,larking requirement may be reduced according to the Shared parking standard, Article 4, Table 5. • vlinimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. • Except for sites within 500 feet of an ungated T3 Transect Zone, the parking ratio may be reduced within a TOD area or within a Transit Corridor area by up to thirty percent (30%) by process of Waiver; by up to fifty percent (50%) by process of Waiver and payment into a transit enhancement Trust Fund, as established by Chapter 35 of the City Code; or by one hundred percent (100%) for any Structure with a Floor Area of ten thousand (10,000) square feet or less. • Loading - See Article 4, Table 5 Civil Support Uses are permissible as listed in Table 3, limited by compliance with: • Minimum of 1 parking space for every 1000 square feet of Civil Support Use. • Minimum ofl parking space for every 5 seats of assembly use- • Minimum of1 parking space for every 5 slips of marine use. • Adult Daycare- Minimum of 1 space per staff member. .parking requirement may be reduced according to the Shared parking standard, Article 4, Table 5. • Minimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. • Except for sites within 500 feet of an ungated T3 Transect Zone, the parking ratio may be reduced within a TOD area or within a Transit Corridor area by up to thirty percent (30%) by process of Waiver; by up to fifty percent (50%) by process of Waiver and payment into a transit enhancement Trust Fund, as established by Chapter 35 of the City Code; or by one hundred percent (100%) for any Structure with a Floor Area of ten thousand (10,000) square feet or less. • Parking may be provided by ownership or lease offsite within 1000 feet by process of Waiver, except when site is within 500 feet of T3. • Loading - See Article 4, Table 5 Civil Support Uses are permissible as listed in Table 3, limited by compliance with: • Minimum of 1 parking space for every 1000 square feet of Civil Support Use. Minimum of 1 parking spaceforevery 5 seats ofassembly use. •Minimum of 1 parking space for every 5 slips of marine use. • Adult Daycare- Minimum of 1 space per staff member. ' Parking requirement may be reduced according to the Shared parking standard, Article 4, Table 5. ' Minimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. Excopt for sitos within 500 foot of an ungatod T3 Trransoct Zeae, Parking requirement shall be reduced by 35% by right due to the SAP's proximity to a Transit Corridor. The be furthcr TOD parking ratio may reduced within a arc or within a Transit Corridor arc by up to thirty perccnt ° (30%) by proccsc of Waivcr; by up to fifty percent (50%) by rocoss of Waivor and payment into a transit enhancement Trust Fund, as established by Chapter 35 of the City Code; or by one hundred percent (100%) for any Structure with a Floor Area of ten thousand (10,000) square feet or less. • Parking may be provided by ownership or lease offsite within 1000 feet by process of Waiver, except when site is within 500 feet of T3. • Loading - See Article 4, Table 5 * Please refer to Diagram 9 SABAL PALM VILLAGE BOOK I SPECIAL 3.I■ KC3d1 Y ARP 2915 BISCAYNE BLVD, SUITE 200 MIAMI, FL33137 P. 305.573.1818 K O BI K AR P. C O M K O BI K AR P@ KO BI K AR P. CO M 16 MIAMI 91 - SABAL PALM VILLAGE SAP DENSITY (UPA) EDUCATIONAL Please refer to Diagram 9 ARTICLE 4. TABLE 4 DENSITY INTE T5 - _ducational Uses are permissible as listed in Table 3, limited by compliance with: • Minimum of 2 parking spaces for every 1,000 square feet of Educational Use • Schools — Minimum of 1 parking space for each faculty or staff member, 1 visitor parking space per 100 students, 1 parking space per 5 students in grades 11 and 12. Childcare Facilities- Minimum of 1 space for the owner/ operator and 1 space for each employee, and 1 drop-off space for every 10 clients cared for. Parking requirement may be reduced according to the shared parking standard, Article 4, Table 5. vlinimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. Parking ratio may be reduced within Y mile radius of TOD or within '/ mile radius of a Transit Corridor by thirty percent (30%) by process of Waiver, except when site is within 500 feet of T3 • Except for sites within 500 feet of an ungated T3 Transect Zone, the parking ratio may be reduced within a TOD area or within a Transit Corridor area by up to thirty percent (30%) by process of Waiver; by up to fifty percent 50%) by process of Waiver and payment into a transit enhancement Trust Fund, as established by Chapter 35 of the City Code; or by one hundred percent (100%) for any Structure with a Floor Area of ten thousand (10,000) square feet or less. _oading - See Article 4, Table 5 Educational Uses are permissible as listed in Table 3, limited by compliance with: • Minimum of 2 parking spaces for every 1,000 square feet of Educational Use • Schools — Minimum of 1 parking space for each faculty or staff member, 1 visitor parking space per 100 students, 1 parking space per 5 students in grades 11 and 12 or College/University. • Childcare Facilities- Minimum of 1 space for the owner/ operator and 1 space for each employee, and 1 drop-off space for every 10 clients cared for. • Parking requirement may be reduced according to the shared parking standard, Article 4, Table 5. • Minimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. • Parking ratio may be reduced within Y mile radius of TOD or within '/ mile radius of a Transit Corridor by thirty percent (30%) by process of Waiver, except when site is within 500 feet of T3 • Except for sites within 500 feet of an ungated T3 Transect Zone, the parking ratio may be reduced within a TOD area or within a Transit Corridor area by up to thirty percent (30%) by process of Waiver; by up to fifty percent (50%) by process of Waiver and payment into a transit enhancement Trust Fund, as established by Chapter 35 of the City Code; or by one hundred percent (100%) for any Structure with a Floor Area of ten thousand (10,000) square feet or less. • Parking may be provided by ownership or lease offsite within 1000 feet by process of Waiver, except when site is within 500 feet of T3 • Loading - See Article 4, Table 5 This submittal needs to be scheduled for a public hearing in accordance wM1h timelines set forth in the city of Miami Code. The applicable decision -making body NOR review the Information at the public hearing to render a recommendation or a final decision. Educational Uses are limited by compliance with • Minimum of 2 parking spaces fo of Educational Use. PZ-21-10935 08/20/21 feet • Schools — Minimum of 1 parking space for each faculty or staff member, 1 visitor parking space per 100 students, 1 parking space per 5 students in grades 11 and 12 or College/University. • Childcare Facilities- Minimum of 1 space for the owner/ operator and 1 space for each employee, and 1 drop-off space for every 10 clients cared for. • Parking requirement may be reduced according to the shared parking standard, Article 4, Table 5. • Minimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. • Parking ratio may be reduced within Y mile radius of TOD or within '/ mile radius of a Transit Corridor by thirty percent (30%) by process of Waiver, except when site is within 500 feet of T3. • Exccpt for citcc within 500 fcct of an ungatcd T3 Tra,.000t Zono Parking requirement shall be reduced by 35% by right due to the SAP's proximity to a Transit Corridor. The parking ratio may be further reduced within a TOD aroa or within a Transit Corridor aroa by up to thirty porcant (30%) by procoss of Waivor; by up to fifty percent (50%) by procoss of Waivor and payment into a transit enhancement Trust Fund, as established by Chapter 35 of the City Code; or by one hundred percent (100%) for any Structure with a Floor Area of ten thousand (10,000) square feet or less. • Parking may be provided by ownership or lease offsite within 1000 feet by process of Waiver, except when site is within 500 feet of T3. • Loading- Refer to Article 4, Table 5 SABAL PALM VILLAGE BOOK I SPECIAL 3.I■ KC3d1 Y ARP 2915 BISCAYNE BLVD, SUITE 200 MIAMI, FL33137 P. 305.573.1818 KOBIKARP. COM KOBIKARF KOBIKARP. COM 17 MIAMI 21 - SABAL PALM VILLAGE SAP DENSITY (UPA) RESIDENTIAL LODGING 150 UNITS PER ACRE Residential Uses are permissible as listed in Table 3, limited by compliance with: • Minimum of 1.5 parking spaces per Dwelling Unit. Minimum of 1 additional visitor parking space for every 10 Dwelling Units. Adult Family -Care Homes - Minimum 1 space per staff member and 1 space per 4 residents. Oommunity Residence - Minimum of 1 parking space per staff member in addition to the parking required for the principal Dwelling Unit(s). Parking requirement may be reduced according to the shared parking standard, Article 4, Table 5. 1linimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. • Except for sites within 500 feet of an ungated T3 Transect Zone, the parking ratio may be reduced within a TOD area or within a Transit Corridor area by up to thirty percent (30%) by process of Waiver; by up to fifty percent (50%) by process of Waiver and payment into a transit enhancement Trust Fund, as established by Chapter 35 of the City Code; or by one hundred percent (100%) for any Structure with a Floor Area of ten thousand (10,000) square feet or less. n T6-60 & T6-80, parking for residential Uses located within 1,000 feet of a Metrorail or Metromover station shall not be required. • Parking may be provided by ownership or lease offsite within 1,000 feet by process of Waiver, except when site is within 500 feet of T3 -oading - See Article 4, Table 5 ARTICLE 4. TABLE 4 DENSITY, INTE T6 150 UNITS PER ACRE Residential Uses are permissible as listed in Table 3, limited by compliance with: • Minimum of 1.5 parking spaces per Dwelling Unit. • Maximum of 1 parking space per Micro Dwelling Unit, with a maximum of 1 additional visitor parking space for every 10 Micro Dwelling Units. • Minimum of 1 additional visitor parking space for every 10 Dwelling Units. • Live -work - Work component shall provide parking as required by the non-residential use in addition to parking required for the Dwelling Unit. • Adult Family -Care Homes- Minimum 1 space per staff member and 1 space per 4 residents. • Community Residence- Minimum of 1 parking space per staff member in addition to the parking required for the principal Dwelling Unit(s). • Parking requirement may be reduced according to the shared parking standard, Article 4, Table 5. • Minimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. • Except for sites within 500 feet of an ungated T3 Transect Zone, the parking ratio may be reduced within a TOD area or within a Transit Corridor area by up to thirty percent (30%) by process of Waiver; by up to fifty percent (50%) by process of Waiver and payment into a transit enhancement Trust Fund, as established by Chapter 35 of the City Code; or by one hundred percent (100%) for any Structure with a Floor Area of ten thousand (10,000) square feet or less. • In T6-60 & T6-80, parking for residential Uses located within 1,000 feet of a Metrorail or Metromover station shall not be required. • Parking may be provided by ownership or lease offsite within 1000 feet by process of Waiver, except when site is within 500 feet of T3 • Loading - See Article 4, Table 5 Lodging Uses are permissible as listed in Table 3. • Minimum of 1 parking space for every 2 lodging units. • Minimum of 1 additional visitor parking space for every 10 lodging units. • Parking requirement may be reduced according to the shared parking standard, Article 4, Table 5. • Minimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. Except for sites within 500 feet of an ungated T3 Transect Zone, the parking ratio may be reduced within a TOD area or within a Transit Corridor area by up to thirty percent (30%) by process of Waiver; by up to fifty percent (50%) by process of Waiver and payment into a transit enhancement Trust Fund, as established by Chapter 35 of the City Code; or by one hundred percent (100%) for any Structure with a Floor Area of ten thousand (10,000) square feet or less. • Parking may be provided by ownership or lease offsite within 1,000 feet by process of Waiver, except when site is within 500 feet of T3. • Loading - See Article 4, Table 5 Lodging Uses are permissible as listed in Table 3. • Minimum of 1 parking space for every 2 lodging units. • Minimum of 1 additional visitor parking space for every 10 lodging units. • Parking requirement may be reduced according to the shared parking standard, Article 4, Table 5. • Minimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. • Except for sites within 500 feet of an ungated T3 Transect Zone, the parking ratio may be reduced within a TOD area or within a Transit Corridor area by up to thirty percent (30%) by process of Waiver; by up to fifty percent (50%) by process of Waiver and payment into a transit enhancement Trust Fund, as established by Chapter 35 of the City Code; or by one hundred percent (100%) for any Structure with a Floor Area of ten thousand (10,000) square Teel or less. • Parking may be provided by ownership or lease offsite within 1,000 feet by process of Waiver, except when site is within 500 feet of T3. • Loading - See Article 4, Table 5 * Or as modified in Diagram 9 This submittal needs to be scheduled for a public hearing in accordance wM1h timelines set forth in the city of Miami Code. The applicable decision -making body NC review the information at the public hearing to render a recommendahon or a final. decison. Residential Uses are limited by compliance wit • Minimum of 1.5 parking spaces • Maximum of 1 parking space per Micro Dwelling Unit, with a maximum of 1 additional visitor parking space for every 10 Micro Dwelling Units. • Minimum of 1 additional visitor parking space for every 10 Dwelling Units. • Live -work - Work component shall provide parking as required by the non-residential use in addition to parking required for the Dwelling Unit. • Adult Family -Care Homes- Minimum 1 space per staff member and 1 space per 4 residents. • Community Residence- Minimum of 1 parking space per staff member in addition to the parking required for the principal Dwelling Unit(s). • Parking requirement may be reduced according to the shared parking standard, Article 4, Table 5. • Minimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. • Exccpt for citcc within 500 fcct of an ungatcd T3 T•Qn� t-Z Parking requirement shall be reduced by 35% by right due to the SAP's proximity to a Transit Corridor. The parking ratio may be further reduced wit{- 3 TOD aroa or within a Transit Corridor aroa by up to thirty porcont (30%) by procoss of Waivor; by up to fifty percent (50%) by procoss of Waivor and payment into a transit enhancement Trust Fund, as established by Chapter 35 of the City Code; or by one hundred percent (100%) for any Structure with a Floor Area of ten thousand (10,000) square feet or less. • In T6-60 & T6-80, parking for residential Uses located within 1,000 feet of a Metrorail or Metromover station shall not be required. • Parking may be provided by ownership or lease offsite within 1000 feet by process of Waiver, except when site is within 500 feet of T3. • Loading - See Article 4, Table 5 PZ-21-10935 08/20/21 Lodging Uses are permissible as listed in Table 3. • Minimum of 1 parking space for every 2 lodging units. • Minimum of 1 additional visitor parking space for every 15 lodging units. • Parking requirement may be reduced according to the shared parking standard, Article 4, Table 5. • Minimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. Exccpt for citcc within 500 fcct of an ungatcd T3 Trancccl Zepe, Parking requirement shall be reduced by 35% by right due to the SAP's proximity to a Transit Corridor The parking ratio may be further reduced within a TOD arcta of within a Transit Corridor aroa by up to thirty porcont (30%) by procoss of Waivor; by up to fifty percent (50%) by procoss of Waivor and payment into a transit enhancement Trust Fund, as established by Chapter 35 of the City Code; or by one hundred percent (100%) for any Structure with a Floor Area of ten thousand (10,000) square feet or less. • Parking may be provided by ownership or lease offsite within 1,000 feet by process of Waiver, except when site is within 500 feet of T3. • Loading - See Article 4, Table 5 SABAL PALM VILLAGE BOOK I SPECIAL �I. KOdl Y ARP 2915 BISCAYNE BLVD, SUITE 200 MIAMI, FL33137 P. 305.573.1818 K OBI KARP. COM KO BI KARP@ KO BI KARP. COM MIAMI 91 - SABAL PALM VILLAGE SAP DENSITY (UPA) OFFICE COMMERCIAL 150 UNITS PER ACRE Commercial Uses are permissible as listed in Table 3, limited by compliance with: • Commercial establishments limited to a maximum area of 4,000 square feet each and shall be less than 25% building floor area total. • The Building area allowed for commercial use on each lot is limited to the first two Stories of the Principal Building. • Minimum of 3 parking spaces for every 1,000 square feet of commercial use • Parking requirement may be reduced according to the shared parking standard, Article 4, Table 5. • Minimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. • Loading - See Article 4, Table 5 * Or as modified in Diagram 9 ARTICLE 4. TABLE 4 DENSITY, INTE Office Uses are permissible as listed in Table 3, limited by compliance with: • The Building area allowed for office use on each lot is limited to four Stories of the Principal Building and Office and Commercial Uses shall be less than 25% of Building floor area total • Minimum of 3 parking spaces for every 1,000 square feet of office use • In T6-24, T6-36 and T6-48 a minimum of 1 parking space for every 800 square feet of office use shall be provided • In T6-60 and T6-80, a minimum of 1 parking space for every 1,000 square feet of office use shall be provided • Parking requirement may be reduced according to the Shared Parking Standard, Article 4, Table 5. • Minimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. • Except for sites within 500 feet of an ungated T3 Transect Zone, the parking ratio may be reduced within a TOD area or within a Transit Corridor area by up to thirty percent (30%) by process of Waiver; by up to fifty percent (50%) by process of Waiver and payment into a transit enhancement Trust Fund, as established by Chapter 35 of the City Code; or by one hundred percent (100%) for any Structure with a Floor Area of ten thousand (10,000) square feet or less. • Parking may be provided by ownership or lease offsite within 1,000 feet by process of Waiver, except when site is within 500 feet of T3 • Loading - See Article 4, Table 5 Commercial Uses are permissible as listed in Table 3, limited by compliance with: • The Building area allowed for Commercial Use on each lot is limited to two Stories of the Principal Building and Office and Commercial Uses shall be less than 25% of Building floor area total. • A maximum area of 55,000 square feet per establishment. • Minimum of 3 parking spaces for every 1,000 square feet of commercial use • Parking requirement may be reduced according to the shared parking standard, Article 4, Table 5. • Minimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. • Except for sites within 500 feet of an ungated T3 Transect Zone, the parking ratio may be reduced within a TOD area or within a Transit Corridor area by up to thirty percent (30%) by process of Waiver; by up to fifty percent (50%) by process of Waiver and payment into a transit enhancement Trust Fund, as established by Chapter 35 of the City Code; or by one hundred percent (100%) for any Structure with a Floor Area of ten thousand (10,000) square feet or less. • Parking may be provided by ownership or lease offsite within 1,000 feet by process of Waiver, except when site is within 500 feet of T3 • Loading - See Article 4, Table 5 T6 This submittal needs to be scheduled for a pubic hearing in accordance wM1h timelines set forth in the city of Miaml Code. The applicade decision -making body NC renew the Information at the public hearing to render a recommendation or a final decia on. Office Uses are permissible • Minimum of 3 parking spaces for •uare feet of office use. • In T6-24, T6-36 and T6-48, a minimum of 1 parking space for every 800 square feet of office use shall be provided • In T6-60 and T6-80, a minimum of 1 parking space for every 1,000 square feet of office use shall be provided. • Parking requirement may be reduced according to the shared parking standard, Article 4, Table 5. • Minimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. Exc pt f r cit c within 500 f t fan ungat d T3 -franc ct Zeae, Parking requirement shall be reduced by 35% by right due to the SAP's proximity to a Transit Corridor. The parking ratio may be further reduced within a TOD aroa or within a Transit Corridor aroa by up to thirty porcont (30%) by proccx of Waivcr; by up to fifty percent (50%) by proccx of Waivcr and payment into a transit enhancement Trust Fund, as established by Chapter 35 of the City Code; or by one hundred percent (100%) for any Structure with a Floor Area of ten thousand (10,000) square feet or less. • Parking may be provided by ownership or lease offsite within 1,000 feet by process of Waiver, except when site is within 500 feet of T3. • Loading - See Article 4, Table 5 Commercial Uses are permissible as listed in Table 3, limited by compliance with: • A maximum area of 55,000 square feet per establishment except for Public Storage Facilities. • Minimum of 3 parking spaces for every 1,000 square feet of commercial use, except for Public Storage Facilities, minimum 1 parking space for every 10,000 square feet with a minimum of 8 parking spaces. • Parking requirement may be reduced according to the Shared parking standard, Article 4, Table 5, except for Public Storage Facilities. • Minimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. •Auto -related - Drive-Thru or Drive -In Facilities -See Article 6. •Exccpt for citcc within 500 fcct of an ungatcd T3 T•Qn�-Zon Parking requirement shall be reduced by 35% by right due to the SAP's proximity to a Transit Corridor. The parking ratio may be further reduced within a TOD aroa or within a Trancit Corridor aroa by up to thirty porcont (30%) by procoss of Waivor; by up to fifty percent (50%) by proccx of Waivcr and payment into a transit enhancement Trust Fund, as established by Chapter 35 of the City Code; or by one hundred percent (100%) for any Structure with a Floor Area of ten thousand (10,000) square feet or less. • Parking may be provided by ownership or lease offsite within 1,000 feet by process of Waiver, except when site is within 500 feet of T3. • Loading - See Article 4, Table 5 SABAL PALM VILLAGE BOOK I SPECIAL �I. KOdl Y ARP 2915 BISCAYNE BLVD, SUITE 200 MIAMI, FL33137 P. 305.573.1818 K OBI KARP. COM KO BI KARP@ KO BI KARP. COM 4 PURL/ MIAMI 91 - SABAL PALM VILLAGE SAP DENSITY (UPA) CIVIC CIVIL SUPPORT ARTICLE 4. TABLE 4 DENSITY, INTE T6 O 4- 150 UNITS PER ACRE Civic Uses are permissible as listed in Table 3, limited by compliance with: • Minimum oft parkingspaceforevery 5seatsofassembly uses. Minimum of 1 parking space for every 1,000 square feet of exhibition or recreation area, and parking spaces for other Uses as required. Parking requirement may be reduced according to the shared parking standard, Article 4, Table 5. ,linimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. oading - See Article 4, Table 5 Civil Support Uses are permissible as listed in Table 3, limited by compliance with: • Minimum of 1 parking space for every 800 square feet of Civil Support Use; or • Minimum oft parkingspaceforevery 5 seats of assembly use; or • Minimum of 1 parking space for every 5 slips of marine use; or Parking requirement may be reduced according to the shared parking standard, Article 4, Table 5. Minimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. :xcept for sites within 500 feet of an ungated T3 Transect Zone, the parking ratio may be reduced within a TOD area or within a Transit Corridor area by up to thirty percent (30%) by process of Waiver; by up to fifty percent (50%) by process of Waiver and payment into a transit enhancement Trust Fund, as established by Chapter 35 of the City Code; or by one hundred percent (100%) for any Structure with a Floor Area of ten thousand (10,000) square feet or less. .oading - See Article 4, Table 5 * Please refer to Diagram 9 150 UNITS PER ACRE Civic Uses are permissible as listed in Table 3, limited by compliance with: • Minimum of 1 parking space for every 5 seats of as sembly uses. • Minimum of 1 parking space for every 1,000 square feet of exhibition or recreation area, and parking spaces for other Uses as required. • Parking requirement may be reduced according to the shared parking standard, Article 4, Table 5. • Minimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. • Except for sites within 500 feet of an ungated T3 Transect Zone, the parking ratio may be reduced within a TOD area or within a Transit Corridor area by up to thirty percent (30%) by process of Waiver; by up to fifty percent (50%) by process of Waiver and payment into a transit enhancement Trust Fund, as established by Chapter 35 of the City Code; or by one hundred percent (100%) for any Structure with a Floor Area of ten thousand (10,000) square feet or less. • Parking may be provided by ownership or lease offsite within 1,000 feet by process of Waiver, except when site is within 500 feet of T3 • Loading - See Article 4, Table 5 Civil Support Uses are permissible as listed in Table 3, limited by compliance with:. • Minimum of 1 parking space for every 1000 square feet of Civil Support Use. • Minimum of 1 parkingspaceforevery 5 seats of assembly use. • Minimum of 1 parking space for every 5 slips of marine use. • Adult Daycare - Minimum of 1 space per staff member. • Parking requirement may be reduced according to the shared parking standard, Article 4, Table 5. • Minimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. • Except for sites within 500 feet of an ungated T3 Transect Zone, the parking ratio may be reduced within a TOD area or within a Transit Corridor area by up to thirty percent (30%) by process of Waiver; by up to fifty percent (50%) by process of Waiver and payment into a transit enhancement Trust Fund, as established by Chapter 35 of the City Code; or by one hundred percent (100%) for any Structure with a Floor Area of ten thousand (10,000) square feet or less. • Parking may be provided by ownership or lease offsite within 1,000 feet by process of Waiver, except when site is within 500 feet of T3 • Loading - See Article 4, Table 5 OPEN 150 UNITS PER AC NOTICE This submittal needs to be scheduled for a public hearing in accordance wM1h timelines set forth in the City of Miaml Code. The applicade decision -making body NC renew the Information at the public hearing to render recommendation or a final decia on. Civic Uses are permissibl compliance with: PZ-21-10935 0 8/20/21 RE V� ICY C°" • Minimum of 1 parking space for every 5 seats of as- sembly uses. • Minimum of 1 parking space for every 1,000 square feet of exhibition or recreation area, and parking spaces for other Uses as required. • Parking requirement may be reduced according to the shared parking standard, Article 4, Table 5. • Minimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. • Exccpt for citcc within 500 fcct of an ungatcd T3 T-fafisest-Zeds Parking requirement shall be reduced by 35% by right due to the SAP's proximity to a Transit Corridor The parking ratio may be further reduced within a TOD aroa or within a Transit Corridor aroma by up to thirty porcont (30%) by procoss of Waivor; by up to fifty percent (50%) by procoss of Waivor and payment into a transit enhancement Trust Fund, as established by Chapter 35 of the City Code; or by one hundred percent (100%) for any Structure with a Floor Area of ten thousand (10,000) square feet or less. • Parking may be provided by ownership or lease offsite within 1,000 feet by process of Waiver, except when site is within 500 feet of T3. • Loading - See Article 4, Table 5 Civil Support Uses are permissible as listed in Table 3, limited by compliance with:. Minimum of 1 parking space for every 1000 square feet of Civil Support Use. Minimum of 1 parking space for every 5 seats of assembly use. Minimum of 1 parking space for every 5 slips of marine use. Adult Daycare - Minimum of 1 space per staff member. Parking requirement may be reduced according to the shared parking standard, Article 4, Table 5. Minimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. Exccpt for citcc within 500 fcct of an ungatcd T3- Tr^^T n eoat Z^^^ Parking requirement shall be reduced by 35% by right due to the SAP's proximity to a Transit CorrldorThe parking ratio may be further reduced within a TOD aroa or within a Transit Corridor aroa by up to thirty porcont (30%) by procoss of Waivor; by up to fifty percent (50%) by procc c of Waivcr and payment into a transit enhancement Trust Fund, as established by Chapter 35 of the City Code; or by one hundred percent (100%) for any Structure with a Floor Area of ten thousand (10,000) square feet or less. Parking may be provided by ownership or lease offsite within 1,000 feet by process of Waiver, except when site is within 500 feet of T3. Loading - See Article 4, Table 5 SABAL PALM VILLAGE BOOK I SPECIAL �I. KOdl TARP 2915 BISCAYNE BLVD, SUITE 200 MIAMI, FL33137 P. 305.573.1818 K O BI K AR P. C O M K O BI K AR P@ KO BI K AR P. CO M 20 MIAMI 91 - SABAL PALM VILLAGE SAP ARTICLE 4. TABLE 4 DENSITY, INTE T6 NOTICE This submittal needs to be scheduled for a public hearing in accordance wM1h timelines set forth in the city of Miaml Code. The applicade decision -making body NC renew the Information at the public hearing to render recommendation or a final decision. PZ-21-10935 DENSITY (UPA) 150 UNITS PER AC' �TA% ' 08/20/21 150 UNITS PER ACRE * 150 UNITS PER ACRE' EDUCATIONAL Educational Uses are permissible as listed in Table 3, limited by compliance with: • Minimum of 2 parking spaces for every 1,000 square feet Educational Uses are permissible as listed in Table 3, limited by compliance with:. • Minimum of 2 parking spaces for every 1,000 square feet Educational Uses are perm co limited by compliance with: �Vi Ew �+� • Minimum of 2 parking spaces for every 1,000 square of Educational Use of Educational Use feet of Educational Use. Schools — Minimum of 1 parking space for each faculty • Schools — Minimum of 1 parking space for each faculty or • Schools — Minimum of 1 parking space for each or staff member, 1 visitor parking space per 100 students, 1 parking space per 5 students in grades 11 and 12. Childcare Facilities- Minimum of 1 space for the owner/ staff member, 1 visitor parking space per 100 students, 1 parking space per 5 students in grades 11 and 12 or College/University. faculty or staff member, 1 visitor parking space per 100 students, 1 parking space per 5 students in grades 11 and 12 or College/University. operator and 1 space for each employee, and 1 drop-off • Childcare Facilities- Minimum of 1 space for the owner/ • Childcare Facilities- Minimum of 1 space for the space for every 10 clients cared for. operator and 1 space for each employee, and 1 drop-off owner/operator and 1 space for each employee, and 1 =narking requirement may be reduced according to the space for every 10 clients cared for. drop-off space for every 10 clients cared for. Shared Parking Standard, Article 4, Table 5. • Parking requirement may be reduced according to the • Parking requirement may be reduced according to the 1inimum of 1 Bicycle Rack Space for every 20 vehicular Shared Parking Standard, Article 4, Table 5. Shared Parking Standard, Article 4, Table 5. spaces required. • Minimum of 1 Bicycle Rack Space for every 20 vehicular • Minimum of 1 Bicycle Rack Space for every 20 xcept for sites within 500 feet of an ungated T3 Transect spaces required. vehicular spaces required. Zone, the parking ratio may be reduced within a TOD • Except for sites within 500 feet of an ungated T3 Transect • Exccpt for 500 fcct T3 citcc within of an ungatcd r'^^r= e�-Zo"^^^ Parking requirement shall be reduced by area or within a Transit Corridor area by up to thirty Zone, the parking ratio may be reduced within a TOD percent (30%) by process of Waiver; by up to fifty percent area or within a Transit Corridor area by up to thirty 35% by right due to the SAP's proximity to a Transit %50%) by process of Waiver and payment into a transit percent (30%) by process of Waiver; by up to fifty percent Corridor. The parking ratio may be further reduced within enhancement Trust Fund, as established by Chapter 35 (50%) by process of Waiver and payment into a transit 3 TOD aroa or within a Transit Corridor aroa by up to thirty (30%) by of Waivor; by up to fifty of the City Code; or by one hundred percent (100%) for enhancement Trust Fund, as established by Chapter 35 porcont procoss by Waivcr into any Structure with a Floor Area of ten thousand (10,000) of the City Code; or by one hundred percent (100%) for percent (50%) procc c of and payment a transit enhancement Trust Fund, as established by square feet or less. any Structure with a Floor Area of ten thousand (10,000) ending - See Article 4, Table 5 square feet or less. Chapter 35 of the City Code; or by one hundred percent • Parking may be provided by ownership or lease offsite within 1,000 feet by process of Waiver, except when site is within 500 feet of T3 Loading - See Article 4, Table 5 •is (100%) for any Structure with a Floor Area of ten thousand (10,000) square feet or less. • Parking may be provided by ownership or lease offsite within 1,000 feet by process of Waiver, except when site within 500 feet of T3. • Loading - See Article 4, Table 5 SABAL PALM VILLAGE BOOK I SPECIAL �I. KC3d1 Y ARP 2915 BISCAYNE BLVD, SUITE 200 MIAMI, FL33137 P. 305.573.1818 K OBI KARP. COM KO BI KARP@ KO BI KARP. COM 21 MIAMI 21 - SABAL PALM VILLAGE SAP ARTICLE 4. TABLE This submittal needs to be scheduled fora pubic hearing in ccordonce wa, timelines set forth in the City of Miami Code. The applies tie decision -malting body will renew the information at the punt hearing to render e recommendation or a final decision. SHARED PARKING STANDARDS SHARING FACTOR Function RESIDENTIAL LODGING nnFF®FF��CCFF COMIERCIAL with 44. 844# O Function RESIDENTIAL LODGING 0 GOIMOT RCIAL The shared Parking Standards Table provides the method for cal buildings with more than one Use type. It refers to the parking require Table 4. PZ-21-10935 08/20/21 The parking required for any two Functions on a Lot is calculated by dividing the number of spaces required by the lesser of the two uses by the appropriate factor from this Table and adding the result to the greater use parking requirement. For instance: for a building with a Residential Use requiring 100 spaces and a Commercial Use requiring 20 spaces, the 20 spaces divided by the sharing factor of 1.2 would reduce the total requirement to 100 plus 17 spaces. For uses not indicated in this chart on a mixed -use lot a sharing factor of 1.1 shall be allowed. Additional sharing is allowed by Warrant. *Education parking requirements may vary based on section 33-151.11 et seq or section 33-152 et seq of Miami -Dade County Code as applicable. OFF-STREET PARKING STANDARDS ANGLE OF PARKING ONE WAY TRAFFIC SINGLE LOADED ACCESS AISLE WIDTH ONE WAY TRAFFIC DOUBLE LOADED TWO WAY TRAFFIC DOUBLE LOADED 90 23ft 23ft 23 ft 60 12.8ft 11.8ft 19.3ft 45 10.8 ft 9.5 ft 18.5 ft Parallel 10 ft 10 ft 20 ft Standard stall: 8.5 ft x 18 ft minimum • Driveways shall have a minimum of 10feet of paved width of a one-way drive and 20feet for a two- way drive for parking area providing 10 or more stalls. • Pedestrian entrances shall be at least 3 feet from stall, driveway or access aisle. • Allowable slopes, paving, and drainage as per Florida Building Code. • Off-street Parking facilities shall have a minimum vertical clearance of 7 feet. Where such a facility is to be used by trucks or loading Uses, the minimum clearance shall be 12 feet Residential and 15 feet Commercial and Industrial. • Ingress vehicular control devices shall be located so as to provide a minimum driveway of 20 feet in length between the Base Building Line and dispenser. • For requirements of parking lots, refer to Article 9 and the City of Miami Off-street Parking Guides and Standards. • Up to 100% of the parking requirement for any Building may be served by mechanical parking. LOADING BERTH STANDARDS T5, T6, CS, CI -HD & CI DISTRICT NOTES RESIDENTIAL* From 25,000 sf to 500,000 sf of Habitable Space Berth Types Residential*: 200 sf =10 ft x 20 ft x 12 ft Commercial**:420 sf =12 ft x 35 ft x 15 ft Industrial***:660 sf=12 ft x 55 ft x15 ft *Residential loading berths shall be set back a distance equal to their length. ** 1 Commercial berth may be substituted by 2 Residential berths Berth Size Loading Berths 420 sf 1 perfirst 100 units 200 sf 1 per each additional 100 units or fraction of 100. Greater than 500,000 sf Berth Size Loading Berths 660 sf 1 perfirst 100 units 200 sf 1 per each additional 100 units or fraction of 100. LODGING OFFICE COMMERCIAL** INDUSTRIAL*** From 25,000 sf to 500,000 sf of Habitable Space From 25,000 sf to 500,000 sf of Habitable Space Berth Size Loading Berths 420 sf 1 per 300 rooms 200 sf 1 per 100 rooms Berth Size Loading Berths 420 sf 1 per 300 rooms 200 sf 1 per 100 rooms *** 1 Industrial berth may be substituted by 2 Commercial berths. *Non -industrial berths may be located on -street within dedicated loading areas provided that deliveries are Greater than 500,000 sf Greater than 500,000 sf Berth Size Loading Berths 660 sf 1 per300 rooms 200 sf 1 per 100 rooms From 25,000 sf to 500,000 sf of Habitable Space Berth Size Loading Berths 660 sf 1 per300 rooms 200 sf 1 per 100 rooms From 25,000 sf to 500,000 sf of Habitable Space made within dedicated hours of operation: 6 a.m. to 11 a.m. •A required Industrial or Commercial loading berth may be substituted by a Commercial or Residential loading berth, by Waivor SAP Permit, if the Berth Size Loading Berths Area 420 sf 1st 25Ksf-50Ksf 420 sf 2nd 50Ksf-100Ksf 420 sf 3rd 100K sf - 250Ksf 420 sf 4th 250K sf - 500Ksf Berth Size Loading Berths Area 420 sf 1st 25Ksf-50Ksf 420 sf 2nd 50Ksf-100Ksf 420 sf 100K sf - 250Ksf 3rd 420 sf 250K sf - 500Ksf 4th size, character, and operation of the Use is found to not require the dimensions specified and the required loading berth dimension could not otherwise be provided according to the regulations of this Code. Greater than 500,000 sf Berth Size Loading Berths Area 660 sf 1 / 500Ksf Greater than 500,000 sf Berth Size Loading Berths Area 660 sf 1 / 500Ksf SABAL PALM VILLAGE BOOK I SPECIAL y11 KOBI KARP 2915 BISCAYNE BLVD, SUITE 200 MIAMI, FL33137 P. 305.573.1818 KOBIKARP.COM KOBIKARF KOBIKARP.COM MIAMI 21 - SABAL PALM VILLAGE SAP a. Common Lawn: a Frontage wherein the Facade is set back substantially from the Frontage Line. The front yard created remains unfenced and is visually continuous with adjacent yards, supporting a common landscape. The Setback can be densely landscaped to buffer from higher speed Thoroughfares. b. Porch & Fence: a Frontage wherein the Facade is set back from the Frontage Line with an attached Porch permitted to encroach. A fence at the Frontage Line maintains the demarcation of the yard while not blocking view into the front yard. c. Terrace or Light Court: a Frontage wherein the Facade is set back from the Frontage Line by an elevated terrace or a sunken light court. This type buffers residential use from urban sidewalks and removes the private yard from public encroachment. The raised terrace is suitable for outdoor cafes. d. Forecourt: a Frontage wherein a portion of the Facade is close to the Frontage Line with a portion set back. The forecourt with a large tree offers visual and environmental variety to the urban Streetscape. The Forecourt may accommodate a vehicular drop off. e. Stoop: a Frontage wherein the Facade is aligned close to the Frontage Line with the first Story elevated from the sidewalk sufficiently to secure privacy for the windows. The entrance is usually an exterior stair and landing. This type is recommended for ground -floor Residential Use. f. Shopfront: a Frontage wherein the Facade is aligned close to the Frontage Line with the Building entrance at sidewalk grade. This type is conventional for retail Use. It has substantial glazing at the sidewalk level and an Awning that may overhang the sidewalk. g. Gallery: a Frontage wherein the Facade is aligned close to the Frontage Line with an attached cantilevered or a lightweight colonnade overlapping the sidewalk. This type is conventional for retail Use. The Gallery shall be no less than 15' feet wide and may overlap the whole width of the sidewalk to within 2 feet of the curb. Permitted within SAP. h. Arcade: a Frontage wherein the Facade includes a colonnade that overlaps the sidewalk, while the Facade at sidewalk level remains at the Frontage Line. This type is conventional for retail Use. The arcade shall be no less than 15' feet wide and may overlap the whole width of the sidewalk to within 2 feet of the curb. Permitted within SAP. 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 -making bodywill review the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 L SABAL PALM VILLAGE BOOK I SPECIAL AVVA KOBI KARP 2915 BISCAYNE BLVD, SUITE 200 MIAMI, FL33137 P. 305.573.1818 KOBIKARP.COM KOBIKARF KOBIKARP.COM ■ MIAMI 21 - SABAL PALM VILLAGE SAP ARTICLE 4. TABLE 7 This table describes the standards for areas zoned as Civic Space (CS) and for Public Parks and Open Space provided by the Civic Space Types should be at the ground level, landscaped and/or paved, open to the sky and shall be open to the public. Civ publicly or privately owned. Open Space requirements for each zone are described in Article 5. a. Park: A natural preserve available for unstructured and structured recreation programs. A Park may be independent of surrounding Building Frontages. Its landscape may be naturalistic and consist of paths and trails, meadows, woodland, sports fields and open shelters. Parks may be Conservation Areas, preserving natural conditions and their size may vary. b. Green: An Open Space, available for unstructured recreation programs. A Green may be spatially defined by landscaping rather than Building Frontages. Its landscape shall consist of lawn and trees, naturalistically disposed. The minimum size shall be one acre and the maximum shall be 4 acres. c. Square: An Open Space available for unstructured recreation programs and civic purposes. A square is spatially defined by Building Frontages with streets on at least one Frontage. Its landscape shall consist of pavement, lawns and trees, formally disposed. Squares shall be located at the intersection of important Thoroughfares. The minimum size shall be 1/3 acre and the maximum shall be 2 acres. d. Plaza: An Open Space available for civic purposes and programmed activities. A Plaza shall be spatially defined by Building Frontages and may include street Frontages. Its landscape shall consist primarily of pavement and trees. Plazas shall be located at the intersection of important Thoroughfares. The minimum size shall be 1/8 acre and the maximum shall be 2 acres. e. Courtyard / Garden: An Open Space spatially defined by Buildings and street walls, and visually accessible on one side to the street. f. Playground: An Open Space designed and equipped for the recreation of children. A Playground shall be fenced and may include an open shelter. Playgrounds shall be interspersed within residential areas and may be placed within a Block. Playgrounds may be included within Parks and Greens. Tlawe-s4a.11-1,6 no minimum or maximum size. g. Pedestrian Passage: An Open Space connecting other public spaces, that is restricted to pedestrian use and limited vehicular access, of a minimum width of 20 feet. Building walls enfronting a Pedestrian Passage shall have frequent doors and windows. In T6-36, T6-48, T6-60 and T6-80, a A Pedestrian Passage may be roofed. Covered pedestrian passages shall have a minimum clear height of 20' in all T5 and T6 zones. Covered Pedestrian passages in T5 Zones or in T6 Zones directly abutting a T5 Zone shall have a minimum of 15' 20' - 25' clear heiaht. h. Community Garden: A grouping of garden plots available for small-scale cultivation, generally to residents of apartments and other dwelling types without private gardens. Community gardens should accommodate individual storage sheds. This subminzl needs tote scheduled for a public hearing in accordance with timelines set forth in the City of Miami Code. The applicatte decision -making body wiLL renew the informaton at the public nearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 greleACif 410101 — 'r EI SABAL PALM VILLAGE BOOK I SPECIAL KOBI KARP 2915 BISCAYNE BLVD, SUITE 200 MIAMI, FL33137 P. 305.573.1818 KOBIKARP.COM KOBIKARF KOBIKARP.COM 24 MIAMI 21 - SABAL PALM VILLAGE SAP ARTICLE 4. DIAGRAM MWMI INTERNATIONAL AIRPORT 4 tST Coral Way Bird Avenue 1 1* II • METRORAIL FUTURE METRORAIL METROMOVER BUS ROUTES STREETCAR HEALTH DISTRICT CIRCULATOR HEALTH DISTRICT STOPS FUTURE TRANSIT SHEDS 1/2 MILE TRANSIT SHED/ TOD RESIDENTIAL DENSITY TRANSFER ZONE 1/4 MILE PEDESTRIAN SHED This submAtal needs rote scheduled far a pubic hearing In accordance lath emetines set forth in the City or Miami Code.. The appllca tie Irnialon-making body will renew -the inlonnaton at the public bearing to render a recomenenda9 on or a fine l aecio on. PZ-21-10935 08/20/21 • L- Note: The Official Miami 21 TOD Diagram is maintained in the Office of the City Clerk. SABAL PALM VILLAGE BOOK I SPECIAL AlrA KOBI KARP 2915 BISCAYNE BLVD, SUITE 200 MIAMI, FL33137 P. 305.573.1818 KOBI KARP.COM KOBI KARFSKO BI KARP.COM MIAMI 21 - SABAL PALM VILLAGE SAP ARTICLE 5 — SPECIFIC TO ZONES 5.5URBAN CENTER TRANSECT ZONES (T5) 5.5.1 Building Disposition (T5) a. Newly platted Lots shall be dimensioned Plan. b. Lot coverage by any Building shall not Regulating Plan. ARTICLES NOTICE This submittal needs to be scheduled for a pubic hearing in accordance wr h timelines set forth in the City of Miami Code. The applica de decision -making bcdy will review the information at the public hearing to render a recommendation or a final decision. according to Illustration 5.5 of this Regulating exceed that shown in Illustration 5.5 of this c. Buildings shall be disposed in relation to the boundaries of their Lots according to Illustration 5.5 of this Regulating Plan. d. Buildings shall have their principal pedestrian entrances on a Frontage Line or from a Courtyard at the Second ' dyer Civic Space Type as depicted in Article 4. Table 7 of this Regulating Plan. e. For the minimum Height, Facades shall be built parallel to the Principal Frontage Line as described in Illustration 5.5 of this Regulating Plan along a minimum of seventy percent (70%) of its length on the Setback Line as shown in Illustration 5.5 of this Regulating Plan. In the absence of a Building along the remainder of the Frontage Line, a Streetscreen shall be built co -planar with the Facade to conceal parking and service areas. f. At the first Story, Facades along a Frontage Line shall have frequent doors and windows; pedestrian entrances shall occur at a maximum spacing of seventy-five (75) feet and vehicular entries shall occur at a minimum spacing of sixty (60) feet unless approved by Waiver SAP Permit. Setbacks for Buildings shall be as shown in Illustration 5.5 of this Regulating Plan. Whcrc granted so the proposed Structure matches the ground level dominant setback of the block and its context g. h. For sites with three hundred and forty (3/10) feet Frontage length or more, a crow block Block passage shall be provided. Cross- Block passages shall be provided as described in Sheet B-8 of the Design Guidelines. The location, configuration, width, clearance, and allowable use (pedestrian, vehicular, or both) of any cross -Block passage depicted in the diagram may be modified by SAP Permit after UDRB review. Covered Pedestrian passages in T5 Zones shall have a minimum of twenty (20) feet clear height and shall not count toward the open space requirement. i. Maximum Lot size as shown in Illustration 5.5 may be increased by Exception for Uses that serve the Neighborhood. SABAL PALM VILLAGE BOOK I SPECIAL VV Ma KOBI KARP 2915 BISCAYNE BLVD, SUITE 200 MIAMI, FL33137 P. 305. 573. 1818 KOBI KARP. COM KOBIKARP@KOBIKARP.COM MIAMI 21 - SABAL PALM VILLAGE SAP 5.5.2 Building Configuration (T5) a. Development within Private Frontages shall comply with Illustration 5.5 of this Regulating Plan. b. Encroachments shall be as follows: At the First Layer, cantilevered Awnings and entry canopies may encroach up to one hundred percent (100%) of the depth of the Setback, except as may be further allowed by Chapter 54 of the City Code. Above the first Story, cantilevered balconies, bay windows, roofs, or Facade components promoting energy efficiency, such as shading and Screening devices that are non -accessible, may encroach a maximum of three (3) five (5) feet into the Setback. Other cantilevered portions of the Building shall maintain the required Setback. -At the Second anel-ted I ayers no encroachments are permitted e ARTICLES NOTICE This submittal needs to be scheduled for a pubes hearing in accordance wr h timelines set forth in the City of Miami Code. The applied de decision -malting body NC rewewthe information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 c. Galleries and Arcades shall be minimum fifteen (15) feet deep and may encroach up to one hundred percent (100%) of the depth of the Setback by procesc of a Special Area Plan and may overlap the whole width of the Sidewalk to within two (2) feet of the curb, after UDRB review, approval by the Director of Public Works and issuance of an SAP permit. Where a Gallery or Arcade is not provided, the setback for the underlying Transect Zone shall be maintained. Coverage within the First Layer may apply towards Open Space requirements. d. have a five (5) feet minimum side and rear Setback when Abutting T3 orT'l . d. Loading and service entries shall be within the Third Layer and shall be accessed from Alleys when available and otherwise from the Secondary Frontage. When Lots have only Principal Frontages, vehicular entries, Loading spaces and service areas shall be permitted on Principal Frontages only by process of Waiver SAP Permit. e. All outdoor storage, electrical, plumbing, mechanical, and communications equipment and appurtenant enclosures shall be located within the Second or Third Layer and concealed from view from any Frontage or Sidewalk by Liner Buildings, walls, Streetscreens, or opaque gates. These shall not be allowed as Encroachments. f. Building Heights shall be measured in Stories and shall conform to Article 4, Table 2 and be allocated as shown in Illustration 5.5 of this Regulating Plan. The first floor elevation shall be at average Sidewalk grade. A first floor Residential or Lodging Function should be raised a minimum of two (2) feet and a maximum of three and a half (3.5) feet above average Sidewalk grade. Existing one-story Structures shall be considered conforming and may be enlarged. g. Mechanical equipment on a roof shall be enclosed by parapets of the minimum Height necessary to conceal it, and a maximum Height of five (5) feet. Other enclosures for housing stairs, elevators or mechanical equipment or for ornamental Building features may extend up to ten (10) feet above maximum Building height. Roof decks shall be permitted up to the maximum Height. Trellises may extend above the maximum Height up to eight (8) fourteen (14) feet. Extensions up to ten (10) feet above the maximum Height for stair, elevator or SABAL PALM VILLAGE BOOK I SPECIAL Ma KOBI KARP 2915 BISCAYNE BLVD, SUITE 200 MIAMI, FL33137 P. 305. 573. 1818 KOBI KARP. COM KOBIKARP@KOBIKARP.COM MIAMI 21 - SABAL PALM VILLAGE SAP ARTICLES mechanical enclosures shall be limited to twenty (20%) of the roof area, u Waiver. This submittal needs to be scheduled fora pubic hearing in ccordonce wM1h timelines set forth in the City of Miami Code. The dpplica tie decision -making body will renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 SABAL PALM VILLAGE BOOK I SPECIAL `a KOBI KARP 2915 BISCAYNE BLVD, SUITE 200 MIAMI, FL33137 P. 305 573 1818 KOBI KARP. COM KOBIKARFUKOBIKARP.COM 28 MIAMI 21 - SABAL PALM VILLAGE SAP ARTICLES NOTICE This submittal needs to be scheduled for a pubic hearing in accordance wr h timelines set forth in the City of Miami Code. The applica de decision -making bcdy will review the information at the public hearing to render a recommendation or a final decision. h. All ground floor and roof top utility infrastructure and mechanical eq concealed from public view. At the building Frontage, all equipment su preventers, siamese connections, and the like shall be placed within the line o or behind the Street screen. On the roof, a screen wall shall conceal all equipment except antennas from lateral view. Exhaust air fans and louvers may be allowed on the Facade only on the Secondary Frontages above the first floor. i. Streetscreens shall be between three and a half (3.5) and eight (8) feet in Height and constructed of a material matching the adjacent building Facade or of masonry, wrought iron or aluminum. The Street screen may be replaced by a hedge or fence. Streetscreens shall have openings no larger than necessary to allow automobile and pedestrian access. Street screens shall be located co -planar with the Building Facade Line. Streetscreens over three (3) feet high shall be fifty percent (50%) permeable or articulated to avoid blank walls. j. Within the Second and Third Layers, fences and walls shall not exceed a Height of eight (8) feet. 5.5.3 Building Function & Density (T5) a. Buildings in T5 shall conform to the Functions, Densities, and Intensities described in Article 4, Tables 3 and 4 and Illustration 5.5. of this Regulating Plan. Certain Functions as shown in Article 4, Table 3 shall require approval by SAP Permit Warrant or Exception. Consult Article 6 for any supplemental use regulations. b. In T5 Zones, Medical Facilities shall occupy no more than twenty-five percent (25%) of the ground floor area of any Building. 5.5.4 Parking Standards (T5) a. Vehicular parking and loading shall be required as shown in Article 4, Tables 4 and 5 of this Regulating Plan. b. On -street parking available along the Frontage Lines that correspond to each Lot shall be counted toward the parking requirement of the Building on the Lot. c. Parking shall be accessed from the Secondary Frontage when available. Where Lots have only Principal Frontages, parking may be accessed from the Principal Frontages. d. Primary Frontage. All parking, including drop-off drives and porte-cocheres, open parking areas, covered parking, garages, Loading space and service areas shall be located within the Third Layer and shall be masked from the Frontage by a Liner Building or Streetscreen as illustrated in Article 4, Table 8. Parking may extend into the Second Layer above the First Story by Waiver SAP Permit if an art or glass treatment of a design to be approved by the Planning Director with the recommendation of the Urban Development Review Board is provided for one hundred percent (100%) of that portion of the Pedestal Facade. Surface parking may extend into the Second Layer a maximum of twenty-five percent (25%) of the length of the Primary Frontage up to a maximum of fifty (50) feet. SABAL PALM VILLAGE BOOK I SPECIAL KOBI KARP 2915 BISCAYNE BLVD, SUITE 200 MIAMI, FL33137 P. 305. 573. 1818 KOBI KARP. COM KOBIKARP@KOBIKARP.COM 29 MIAMI 21 - SABAL PALM VILLAGE SAP ARTICLES NOTICE e. Secondary Frontage. All Parking, open parking areas, covered parking, Spaces, and service areas shall be located in the Third Layer and shall the Frontage by a Liner Building or Streetscreen for a minimum of fifty pe the length of the frontage or height of the pedestal. Above ground Parking m into the Second Layer beyond fifty percent (50%) of the length of the frontage or height of the Pedestal by Waiver SAP Permit if an art or glass treatment of a design to be approved by the Planning Director is provided for that portion of the pedestal facade. This submittal needs to be scheduled fora pubic hearing in accordance wkh timelines set forth in the City of Miami Code. The applicade decision -making body NC rewewthe information at the public hearing to render a recommendation or aflnal decision. PZ-21-10935 08/20/21 f. Underground parking may extend into the Second and First Layers only if it is fully underground and does not require raising first -floor elevation of the First and Second Layers above that of the Sidewalk. Ramps to underground parking shall be only within the Second and Third Layers. g. The vehicular entrance of a parking lot or garage on a Frontage shall be no wider than twenty five (25) thirty (30) feet and the minimum distance between vehicular entrances shall be sixty (60) feet, unless approved by Waiver SAP Permit. - h. Pedestrian entrances to all parking lots and parking structures shall be directly from a Frontage Line. Underground parking structures should be entered by pedestrians directly from a Principal Building. _ i. Buildings mixing Uses shall provide parking for each Use. Shared Parking shall be calculated according to Article 4, Table 5 of this Regulating Plan. 5.5.5 Architectural Standards (T5) a. Only permanent structures shall be allowed. Temporary structures such as mobile homes, construction trailers, travel trailers, recreational vehicles and other temporary Structures shall not be allowed except as per City Code and this Codc provided in the phasing plans included in Sheet A-9 of the Design Guidelines, during construction, and in the City Code. b. The Facades on Retail Commercial or Office Frontages shall be detailed as storefronts and glazed with clear glass no less than seventy percent (70%) of the sidewalk -level Story. Security screens shall be seventy percent (70%) open. c. Roof materials should be light-colored, high Albedo or a planted surface and shall comply with Article 3, Section 3.13.2 of this Code. d. The Facade of a parking garage that is not concealed behind a Habitable Liner shall be screened to conceal all internal elements such as plumbing pipes, fans, ducts and lighting. Ramping should be internalized wherever possible. Exposed spandrels shall be prohibited. The exposed top level of parking Structures shall be covered a maximum of sixty percent (60%) with a shade producing Structure such as, but not limited to, a vined pergola or retractable canvas shade Structure. SABAL PALM VILLAGE BOOK I SPECIAL Ma KOBI KARP 2915 BISCAYNE BLVD, SUITE 200 MIAMI, FL33137 P. 305. 573. 1818 KOBI KARP. COM KOBIKARP@KOBIKARP.COM MIAMI 21 - SABAL PALM VILLAGE SAP ARTICLES NOTICE This submittal needs to be scheduled fora pubic hearing in accord once wkh timelines set forth in the City of Miami Code.The applica decision -making body NC rewewthe information at the public hearing to render a recommendation or a final decision. 5.5.6 Landscape Standards (T5) a. The First Layer as shown in Article 4, Table 8 shall be paved and landsca and extend the enfronting Public Frontage as shown in Article 8. b. Open Space shall be a minimum ten percent (10%) of the total Lot area within the SAP Area. Unpaved Green Space shall be a minimum five percent (5%) of the total Lot Area within the SAP Area. PZ-21-10935 08/20/21 SABAL PALM VILLAGE BOOK I SPECIAL VV Ma KOBI KARP 2915 BISCAYNE BLVD, SUITE 200 MIAMI, FL33137 P. 305. 573. 1818 KOBI KARP.COM KOBI KARP@KO BI KARP.COM 30 MIAMI 21 - SABAL PALM VILLAGE SAP BUILDING DISPOSITION LOT OCCUPATION a. Lot Area - With rear vehicular access As depicted in Concept Book Design Guidelines b. Lot Width - With rear vehicular access 50 ft min. 16 ft. min. c. Lot Coverage 80% max. d. Floor Lot Ratio (FLR) N/A e. Frontage at front Setback 70% min. f. Open Space 10% Lot Area min. g. Density 150 du/ac max. BUILDING SETBACK a. Principal Front 10 ft. mina 0 ft. with a gallery or arcade b. Secondary Front 10 ft. mina 0 ft. with a gallery or arcade c. Side 0 ft. min. d. Rear 0 ft. min. e. Abutting Side or Rear T4 N/A Abutting Side or Rear T3 N/A BUILDING CONFIGURATION FRONTAGE a. Common Lawn prohibited b. Porch & Fence prohibited c. Terrace or L.C. prohibited d. Forecourt permitted e. Stoop permitted f. Shopfront permitted (T5 L and T5 0 only) g. Gallery permitted by Special Area Plan h. Arcade permitted by Special Area Plan BUILDING HEIGHT a. Min. Height 2 Stories b. Max. Height 5 Stories c. Max. Benefit Height N/A ARTICLE 5 ILLUSTRATION (T5) BUILDING PLACEMENT Bona Li li�6r[at rs M i1 arg Lite, Kr art PARKING PLACEMENT id Lafil ■ a f Carl LI WO Lot @9 V, one. ... .. ISO l BUILDING HEIGHT MUTING SOEAF 1 G1 This submittal needs to be scheduled fora public hearing in ccord ante wM1h timelines set forth in the City of Miami Code. The appLica decision -malting body NOR renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 ir43111 1 LEO Ind i!d Lep 3 2 ll ►1 AftUTt 1GIlOEBF J kLZGIESEE{14i1a' WIC ,LEEIEAR 12 "10% 0I Lnt dapti fht I.GdI rive tun 125' a** B' min icr Luis lees flan 125r deep SABAL PALM VILLAGE BOOK I SPECIAL vpAy 11 KOBIKARP 2915 BISCAYNE BLVD, SUITE 200 MIAMI, FL33137 P. 305.573.1818 KOBIKARP.COM KOBIKARF KOBIKARP.COM 31 5.6 URBAN CORE TRANSECT ZONES (T6) 5.6.1 Building Disposition (T6) a. Newly platted Lots shall be dimensioned Plan. b. Lot coverage by any Building shall not Regulating Plan. c. Buildings shall be disposed in relation Illustration 5.6 of this Regulating Plan. This submittal needs to be scheduled fora public hearing in accordance wkh timelines set forth in the City of Miami Code.The applicade decision -making bodywill renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 according to Illustration 5.6 of this Regulating exceed that shown in Illustration 5.6 of this to the boundaries of their Lots according to d. Buildings shall have their principal pedestrian entrances on a Frontage Line or from a courtyard at the Second Layer Civic Space Type as depicted in Article 4. Table 7 of this Regulating Plan. e. For the minimum Height, Facades shall be built parallel to the Principal Frontage Line as described in Illustration 5.6 of this Regulating Plan along a minimum of seventy percent (70%) of its length on the Setback Line as shown in Illustration 5.6. In the absence of Building along the remainder of the Frontage Line, a Streetscreen shall be built co -planar with the Facade to shield parking and service areas. In the case of two (2) or three (3) Principal Frontages meeting at Thoroughfare intersections, the Building corner may recede from the designated Setback up to twenty percent (20%) of the Lot length. f. At the first Story, Facades along a Frontage Line shall have frequent doors and windows; pedestrian entrances shall occur at a maximum spacing of seventy five (75) feet and vehicular entries shall occur at a minimum spacing of sixty (60) feet unless approved by Waiver SAP Permit. g. Setbacks for Buildings shall be as shown in Illustration 5.6 of this Regulating Plan. Wherc granted so the proposed Structure matches the ground level dominant setback of the block and its context. Frontage Setbacks above the eighth floor for I ots having one (1 dimension measuring one hundred (100) feet or less may be a minimum of zero (0) feet by Waiver. For T6 36, T6 '18, T6 60 and T6 80, the Frontage Setbacks above the eighth Setbacks shall reflect the transition as shown in Illustration 5.6. h. Above the eighth floor, minimum building spacing is sixty (60) feet. cept that where tho Building abuts T5, the sixty (60) feet required spacing shall be above the fifth floor. For T6 2'1, T6 36, T6 '18, T6 60 and T6 80 Lots having one dimension one hundred (100) feet or lese, side and rear Setbacks above the eighth floor may be reduced to a minimum of twenty (20) feet by Waiver. For T6 36, T6 '18, T6 60 and T6 80 above the eighth floor space may extend a maximum sixty percent (60%) of the length of the street Frontages. For T6 2'1, T6 36, T6 '18, T6 60 and T6 80 above the eighth floor an additional six feet ABAL PALM VILLA BOOK I SPECIAL 1 KOBI KARP 2915 BISCAYNE BLVD, SUITE 23 MIAMI, FL33137 F 305. 5-3. 1313 KOBIKARP.CO/ KOBIKARP@KOBIKARP.CO/ 4 PU$o MIAMI 21- SABAL PALM VILLAGE SAP _ ARTICLE 5 of non habitable space may be allowed without additional setback to ac of swimming pools, landscaping, transfer beams, and other structur J• systems. AA passage shall be provider! as follow: than three hundred and forty (3'10) feet from point six hundred and fifty (650) feet from a Thoroughfare inters ectiori a vehicular er-es • Cr 0 Q. NOTICE This submittal needs robe scheduled for a pubic hearing in accordance wr h timelines set forth in the City of Miami Code. The applicaLie decision -making bodywill renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 o 08/20/21 /, IEW CO'' In T6 36, T6 '18, T6 60 and T6 80 a Pedestrian Paseage may be roofed and shall be lined with frequent doors and windows. Cross -Block passages shall be provided as described in Sheet B-8 of the Design Guidelines. The location, configuration, width, clearance, and allowable use of any cross -Block passage depicted in the diagram may be modified by SAP Permit. Covered Pedestrian passages shall have a minimum clear height of 20' in all T6 Zones. Maximum Lot size as shown in Illustration 5.6 may be increased by Exception for Uses that serve the Neighborhood. 5.6.2 Building Configuration (T6) a. Development within Private Frontages shall comply with Article ', Tables 2 and 6 and Illustration 5.6 of this Regulating Plan. b. Above the eighth floor, the Building Floorplate dimensions shall be limited as follows: 1. 15,000 square feet maximum for Residential Uses in T6-8, T6-12 and T6-24 2. 18,000 square feet maximum for Residential Uses in T6-36, T6-48, T6-60 and T6-80 3. 30,000 square feet maximum for Commercial Uses and for parking 4. 180 feet maximum length for Residential Uses 5. 215 feet maximum length for Commercial Uses with the exception of Lot 1 (T6-8A-O) of the SAP where Floorplate dimensions shall be limited as follows: 1. 22,000 square feet maximum for 9th and 10th floors (Residential or Lodginq Uses) 2. 320 feet maximum length for 9th and 10th floors (Residential or Lodging Uses) 3. 15,000 square feet maximum for 11th and 12th floors (Residential or Lodginq Uses) 4. 180 feet maximum length for 11th and 12th floors (Residential or Lodging Uses) 5. 30,000 square feet maximum above the 8th floor (Commercial, Office or Parking Uses) 6. 215 feet maximum length above the 8th floor (Commercial, Office or Parking Uses) and with the exception of Lots 9, 10, and 11 (T6-8B and T6-12) of the SAP where Floorplate dimensions shall be limited as follows: 1. 15,000 square feet maximum above the 8th floor (Residential or Lodginq Uses) AMA KOBIKARP 2915 BISCAYNE BLVD, SUITE 236° MIAMI, FL33137 P. 305. 573. 1818 KOBI KARP.COM KOBI KARP@KO BI KARP.COM MIAMI 21-SABAL PALM VILLAGE SAP ARTICLE 5 2. 195 feet maximum length above the 8th floor (Residential or Lodgi 3. 30,000 square feet maximum above the 8th floor (Commercial, Uses) 4. 215 feet maximum length above the 8th floor (Commercial, Office o This submittal needs to be scheduled fora public hearing in accordance with timelines set forth in the City of Miami Code.The applicade decision -making body NOR renew the information at the public hearing to render a recommendation or a final decision. SABAL PALM VILLAGE BOOK I SPECIAL AMA KOBI KARP 2915 BISCAYNE BLVD, SUITE 200 MIAMI, FL33137 P. 305. 573. 1818 KOBI KARP.COM KOBI KARP@KO BI KARP.COM 34 ARTICLES c. Encroachments shall be as follows: At the First Layer, cantilevered A canopies may encroach up to one hundred percent (100%) of the dept except as may be further allowed by Chapter 54 of the City Code. Abov cantilevered balconies, bay windows, roofs, or Facade components pro efficiency, such as shading and Screening devices, that are non -access encroach up to three (3) five (5) feet of the depth of the Setback. Other cantilevered portions of the Building shall maintain the required Setback. Above the eighth Story when additional setbacks are required as detailed in Illustration 5.6., Facade components promoting energy efficiency such as shading and screening devices, that are non - accessible or balconies may encroach a maximum of three (3) feet. d. Galleries and Arcades shall be minimum fifteen (15) feet deep, shall may encroach one hundred percent (100%) of the depth of the Setback and shall may overlap the whole width of the Sidewalk to within two (2) feet of the curb. Where a Gallery or Arcade is not provided, the setback for the underlying Transect Zone shall be maintained. Coverage within the First Layer may apply towards Open Space requirements. Permitted by process of a Special Area Plan e. All outdoor storage, electrical, plumbing, mechanical, and communications equipment and appurtenant enclosures shall be located within the Second or Third Layer and concealed from view from any Frontage or Sidewalk by Liner Buildings, walls, Streetscreens, or opaque gates. These shall not be allowed as Encroachments. f. Loading and service entries shall be within the Third Layer and shall be accessed from Alleys when available, and otherwise from the Secondary Frontage. Loading spaces and service areas shall be internal to the building. Where Lots have only Principal Frontages, vehicular entries, Loading Docks and service areas shall be permitted on Principal Frontages by Waiver SAP Permit. g. This submittal needs to be scheduled for a pubic hearing in accordance wrh timelines set forth in the City of Miami Code. The applies hie decision -malting bodywill reWewthe Information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 Building Heights shall be measured in Stories and shall conform to Article 4, Table 2 and be allocated as required provided in Illustration 5.6 of this Regulating Plan. First -floor elevation shall be at average Sidewalk grade. A first level Residential Function or Lodging Function should be raised a minimum of two (2) feet and a maximum of three and a half (3.5) feet above average Sidewalk grade. Existing one Story Structures shall be considered conforming and may be enlarged. h. Mechanical equipment on a roof shall be enclosed by parapets of the minimum Height necessary to conceal it, and a maximum Height of ten (10) feet. Other enclosures for housing stairs, elevators or mechanical equipment or for ornamental Building features may extend up to ten (10) feet above maximum height for T6-8, unless approved by Waiver SAP Permit. There shall be no limitation for ornamental element, stair, elevator or mechanical equipment extensions above maximum Height for T6-12, T6-24, T6-36, T6-48, T6-60 and T6-80. Roof decks shall be permitted up to the maximum Height. Trellises may extend above the maximum Height up to fourteen (14) feet. SABAL PALM VILLAGE BOOK I SPECIAL VFAV ArAik KOBI KARP 2915 BISCAYNE BLVD, SUITE 200 MIAMI, FL33137 P. 305. 573. 1818 KOBI KARP.COM KOBI KARP@KO BI KARP.COM ARTICLES i. All ground floor and roof top utility infrastructure and mechanical e concealed from public view. At the building Frontage, all equipment preventers, Siamese connections, and the like shall be placed within the li or behind the Street screen. On the roof a screen wall shall conceal all eq antennas from lateral view. Exhaust air fans and louvers may be allowed o only on the Secondary Frontages above the first floor. J. This submittal needs to be scheduled bra public hearing In accord once wM1h timelines set forth in the City of Miami Cole. The appticade decision -malting body will renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 Streetscreens or fences shall be between three and a half (3.5) and eight (8) feet in Height and constructed of a material matching the adjacent building Facade or of masonry, wrought iron or aluminum. The Streetscreen may be replaced by a hedge. Streetscreens shall have openings no larger than necessary to allow automobile and pedestrian access. Street screens shall be located coplanar with the Building Facade Line. Street screens over three (3) feet high shall be fifty percent (50%) permeable or articulated to avoid blank walls. k. Within the Second and Third Layers, fences and walls shall not exceed a Height of eight (8) feet. I. The ground floor along all Frontages shall contain Habitable Space. 5.6.2 Building Function & Density (T6) a. Buildings in T6 shall conform to the Functions, Densities, and Intensities described in Article 4, Tables 3 and 4 and Illustration 5.6. of this Regulating Plan. Certain Functions as shown in Article 4, Table 3 shall require approval by SAP Permit Warrant or Exception. Consult Article 6 for any supplemental regulations. b. The calculation of the FLR shall not apply to that portion of the building that is entirely below base flood elevation. c. In T6-8a and T6-12 Zones, Medical Facilities shall occupy no more than sixty percent (60%) of the ground floor area of any Building. In T6-8b, Medical Facilities shall occupy no more than sixty percent (60%) of the ground floor area of any Building. 5.6.3 Parking Standards (T6) a. Vehicular parking and loading shall be required as shown in Article 4, Tables 4 and 5 of this Regulating Plan. b. On -street parking available along the Frontage Lines that correspond to each Lot shall be counted toward the parking requirement of the Building on the Lot. c. king should be accessed by an Alley. Parking shall be accessed from the Secondary Frontage when available. Where Lots have only Principal Frontages, parking may be accessed from the Principal Frontages. SABAL PALM VILLAG BOOK I SPECIAL AMA KOBI KARP 2915 BISCAYNE BLVD, SUITE 200 MIAMI, FL33137 P. 305. 573. 1818 KOBI KARP.COM KOBI KARP@KO BI KARP.COM ARTICLES d. Primary Frontage. All parking, including drop-off drives and porte-coche areas, covered parking, garages, Loading Spaces and service areas within the Third Layer and shall be masked from the Frontage by a Li Streetscreen as illustrated in Article 4, Table 8. Parking may extend into the above the first (1) Story, by SAP Permit Waiver, if an art or glass treatment, of a • esign to be approved by the Planning Director, with the recommendation of the Urban Development Review Board, is provided for one hundred (100%) percent of that portion of the Pedestal Facade. Surface parking may extend into the Second Layer a maximum of twenty five percent (25%) of the length of the Primary Frontage up to a maximum of fifty (50) feet. This submittal needs to be scheduled for a puboc hearing In accordance Intl timelines set forth in the City of Miami Code. The applica de decision -making body NOR renew the information at the pubUc hearing to render a recommendabon or a final decision. PZ-21-10935 08/20/21 e. Secondary Frontage. All Parking, open parking areas, covered parking, garages, Loading Spaces and service areas shall be located in the Third Layer and shall be masked from the Frontage by a Liner Building or Streetcreen for a minimum of fifty percent (50%) of the length of the frontage or height of the pedestal. Above ground Parking may extend into the Second Layer beyond fifty percent (50%) of the length of the frontage of height of the pedestal, by Waiver SAP Permit, if an art or glass treatment of a design to be approved by the Planning Director is provided for that portion of the pedestal facade. f. Underground parking may extend into the Second and First Layers only if it is fully underground and does not require raising the first -floor elevation of the First and Second Layers above that of the sidewalk. Ramps to underground parking shall be within the Second or Third Layers. The vehicular entrance of a parking Lot or garage on a Frontage shall be no wider than thirty (30) feet and the minimum distance between vehicular entrances shall be sixty (60) feet, unless approved by Waiver SAP Permit. h. Pedestrian entrances to all parking Lots and parking structures shall be directly from a Frontage Line. Underground parking structures should be entered by pedestrians directly from a Principal Building. g. i. Buildings mixing uses shall provide parking for each Use. Shared Parking shall be calculated according to Article 4, Table 5 of this Regulating Plan. 5.6.4 Architectural Standards (T6) a. Only permanent structures shall be allowed. Temporary structures such as mobile homes, construction trailers, travel trailers, recreational vehicles and other temporary structures shall not be allowed except as per City Codc and this code provided in the phasing plans included in Sheet A-9 of the Design Guidelines, during construction, and in the City Code. b. The Facades on Retail Commercial or Office Frontages shall be detailed as storefronts and glazed with clear glass no less than seventy percent (70%) of the sidewalk -level Story. Security screens shall be seventy percent (70%) open. ABAL PALM VILLAG BOOK I SPECIAL KOBIKARP 2915 BISCAYNE BLVD, SUITE 200 MIAMI, FL33137 P. 305. 573. 1818 KOBI KARP.COM KOBI KARP@KO BI KARP.COM MIAMI 21-SABAL PALM VILLAGE SAP ARTICLE 5 c. Roof materials should be light-colored, high Albedo or a planted surfac with Article 3, Section 3.13.2 of this Code. This submittal needs to be scheduled fora public hearing in accord once wkh timelines set forth in the City of Miami Code. The applicade decision -making body NC rewewthe information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 d. The Facade of a parking garage that is not concealed behind a Habitabl Elevations shall be screened to conceal all internal elements such as plumb fans, ducts and lighting. Ramping should be internalized wherever possible. Exposed spandrels shall be prohibited. The exposed top level of parking structures shall be covered a minimum of sixty percent (60%) with a shade producing structure such as, but not limited to, a vined pergola or retractable canvas shade structure. 5.6.5 Landscape Standards (T6) a. The First Layer as shown in Article 4, Table 8 shall be paved and landscaped to match the Public Frontage as shown in Article 8. b. Open Space shall be a minimum ten percent (10%) of the total Lot area within the SAP Area. Ten percent (10%) of the Open Space provided in Second or Third Layer shall be landscaped. SABAL PALM VILLAGE BOOK I SPECIAL AVA KOBI KARP 2915 BISCAYNE BLVD, SUITE 200 MIAMI, FL33137 P. 305. 573. 1818 KOBI KARP.COM KOBI KARP@KO BI KARP.COM 38 MIAMI 21 — SARA! PALM VILLAGE SAP BUILDING DISPOSITION LOT OCCUPATION a. Lot Area 5,000 s.f. min. no maximum b. Lot Width 50 ft min. no maximum c. Lot Coverage* -1-8 Stories 80% max. - Above 8'hStory - 22,000 sf max.floor plates for 9th and 10th story (Residential or Lodging Uses) 15,000 sf max.floor plates for 11th and 12th story (Residential or Lodging Uses) 30,000 sf max.floor plates above the 8th floor (Commercial, Office or Parking Uses) d. Floor Lot Ratio (FLR)* 56_0 / 25% additional Public Benefit e. Frontage at front Setback row** 70% min. f. Open Space* 10% Lot Area min.12% 10% of Special Area Plan 9. Density* 150 du/ac max.* a. Principal Front 10 ft. min.; 0 ft. with a gallery or arcade. 20 ft. min. above 8th Story b. Secondary Front 10 ft. min.; 0 ft. with a gallery or arcade. 20 ft. min. above 8th Story c. Side 0 ft. min.; 0 ft. with a qallery or arcade. 30 ft. min. above 8th Story d. Red1 0 ft. min.; 30 ft. min. above 8'hStory Abutting Sidc Rcar T5 0 ft. min. 1s'through 5'hStory 10 ft. min. 6e'through 8'hStory 30 ft. min. above 8hStory c. r Abutting Sidc Rear TI 6 ft. min. 1s'through 5'hStory 26 ft. min. above 5'hStory or Abutting Sidc Rear T3 10% of Lot depth** min. 1s'through 2ntlStory 26 ft. min. 3rtlthrough 5'hStory 46 ft. min. above 5'hStory r BUILDING CONFIGURATION FRONTAGE a. Common Lawn prohibited b. Porch & Fence prohibited c. Terrace or L.C. prohibited d. Forecourt permitted e. Stoop permitted f. Shopfront permitted (T6-8 L and T6-8 0 only) 9. Gallery by Spcciol Arca Plod permitted h. Arcade by Spcciol Arca Plod permitted BUILDING HEIGHT a. Min. Height 2 Stories b. Max. Height 8 Stories c. Max. Benefit Height 4 Stories Abutting all Tmnccctc Zoncc cxccpt T3 * Or as modified in Di * Calculation on basis ** Park or open-air civic ***Need one for T6-8 N Height limited to 8 storied If any arcade is develope 8a) BUILDING PLACEMENT PARKING PL 4 1.4 I4 lei am taRr LEM 3rd BUILDING HEIGHT i mik Bmld[i~j 12 F ti Il Pi��. I I i i I 1- M i 8 4 8 2 Pma PALIPM%810Ed WAR ALLAla F3[CEMirT1&T3 NOTICE This submittal needs to be scheduled fora public hearing in ccord once wM1h timelines set forth in the city of Miami Code. The applica decision -malting body will renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 let ad NAM RC SEE & FOR i5 gram 9 (total aggregate area of SAP uses are allowed fronting NE 2nd Avenue; minimum frontage requirements subject to preservation of existing tree res ources rth Calculation on basis of entire special area plan for north 50 feet, may exceed 5 stoned only for maximum5, of frontage in this area , the building may encroach 100% of the setback and extend on to public right-of-way within 2 feet of curb 3rd SABAL PALM VILLAGE BOOK I SPECIAL AMA KOBI KARP 2915 BISCAYNE BLVD, SUITE 200 MIAMI, FL33137 P. 305.573.1818 KOBIKARP.COM KOBIKARF KOBIKARP.COM 39 MIAMI 91 - SARAI PALM VILLAGE SAP BUILDING DISPOSITION LOT OCCUPATION a. Lot Area 5,000 s.f. min. no maximum b. Lot Width 50 ft min. no maximum c. Lot Coverage* -1-8 Stones 80% max. - Above 8'°Story** 15,000 sf max. floor plates (Residential and Lodging Uses) 30,000 sf max. floor plates (Commercial, Office and Parking Uses) d. Floor Lot Ratio (FLR)* 6 6_0 / 25% additional Public Benefit e. Frontage at front Setback row** 70% min. f. Open Space* 10% Lot Area min. 12% 10% of Special Area Plan- 9. Density* 150 du/ac max.* BUILDING SETBACK a. Principal Front 10 ft. min.; 0 ft. with a gallery or arcade' 20 ft. min. above 8'°Story b. Secondary Front 10 ft. min.; 0 ft. with a gallery or arcade' 20 ft. min. above 8'°Story c. Side 0 ft. min.; 30 ft. min. above 8'°Story d. Rear 0 ft. min.; 30 ft. min. above 8'°Story Abutting Sidc Rear T5 0 ffnni ,. 1' II Ugl 19°Story 6slthr 81hSt 10 ft. c. r min. ugh ry 30 ft. ,,,i,,. abed 8hCt„ ry Abutting Sidc Rcar T1 C ft. 1s'thr 5'hCt or min. ugh ry 26 ft. 5'°St min. ab vc ry Abutting Sidc Rcar T3 10% Let depth**,,,iu. 1" th,e,.gb 2"' Ct,ry r of 2C ft. °'tlthr 5'hCt min. ugh ry 1C ft. 5'hCt min. ob vc ry BUILDING CONFIGURATION FRONTAGE a. Common Lawn prohibited b. Porch & Fence prohibited c. Terrace or L.C. prohibited d. Forecourt permitted e. Stoop permitted f. Shopfront permitted (T6-8 L and T6-8 0 only) 9. Gallery by Spccial Arca Plan permitted h. Arcade by Spccial Arca Plan permitted BUILDING HEIGHT a. Min. Height 2 Stories b. Max. Height 8 Stories c. Max. Benefit Height 8 Stories Abutting all Transocts Zonos except T3 S A P ARTICLE 5 ILLUSTRATION 5.6 8b) BUILDING PLACEMENT PARKING rMe it 1al 2d Met ;MT Low BUILDING HEIGHT 16 15 14 13 _ itf— 1 ` 1 ------ I 3RI1h 1 I j � la i i 9 Hata MUTING 97E S FEAR ALL MCMEM T5 Ta 3Tj Or as modified in Diagr m 9 * Calculation on basis of total aggregate area of SAP ** See section 5.6.2(b) for UDRB and SAP permit requirement for Blocks A and B *** Need one for T6-8 North Calculation on basis of entire special area plan -Height limited to 8 stoned, for north 50 feet, many exceed 5 storied only for maximum% of frontage in this area -If any arcade is developed, the building may encroach 100% of the setback and extend on to public right-of-way within 2 feet of curb This submittal needs to be scheduled fora public hearing in ccord ante wM1h timelines set forth in the City of Miami Code. The applica decision -malting body wlll renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 � nn .— � i9mrt UPI SABAL PALM VILLAGE BOOK I SPECIAL AWA KOBIKARP' 2915 BISCAYNE BLVD, SUITE 200 MIAMI, FL33137 P. 305.573.1818 KOBIKARP.COM KOBIKARF KOBIKARP.COM 40 4 PU$// MIAMI 21 — SABAL PALM vni I BUILDING DISPOSITION LOT OCCUPATION a. Lot Area 5,000 70,000 s.f. min.; c.f. max. b. Lot Width 50 ft min. c. Lot Coverage* - 1-8 Stories 80% max. - Above 8t"Story 15,000 sf max. floor plates (Residential and Lodging Uses) 30,000 sf max. floor plates (Commercial, Office and Parking Uses) d. Floor Lot Ratio (FLR)* 8 / 30% 6 / 25% additional Public Benefit e. Frontage at front Setback 70% min. except where existing landscape does not allow f. Open Space* 10% of Special Area Plan - SAP 9. Density* 150 du/ac max.* BUILDING SETBACK a. Principal Front 10 ft. min.; 0 ft. with a gallery or arcade 20 ft. min. above 8" Story that up to 25% of building frontage may be built at Base Building line b. Secondary Front 10 ft. min.; 0 ft. with a gallery or arcade 20 ft. min. above 8fhStory c. Side 0 ft. min.; 30 ft. min. above 8" Story d. Rear 0 ft. min.; 30 ft. min. above 8" Story c. Abutting Sidc or Rear T5 0 ft. 5"Story min.1atthrough 10ft. 6atthrough 8'"Story min. 30ft. min. abovo 8"Story Abutting Side or Rear T4 6 ft min 18tthro9h 5"Story 26 ft. Ctithrough 8t"Story min. Abutting Sido or Roar T3 10% of Lot depth** min.1atthrough 2nd Story 26ft. min. 3'" through 5" Story BUILDING CONFIGURATION FRONTAGE a. Common Lawn prohibited b. Porch & Fence prohibited c. Terrace or L.C. prohibited d. Forecourt permitted e. Stoop permitted f. Shopfront permitted (T6-12 L and T6-12 0 only) 9. Gallery by Spocial Aroa Plan permitted h. Arcade by Spocial Aroa Plan permitted BUILDING HEIGHT a. Min. Height 2 Stories b. Max. Height 12 Stories c. Max. Benefit Height 16 Stories Abutting all Tranccctc Zoncc oxcopt T3 * Or as modified in Diagram 9 * Calculation on basis of total aggregate area of SAP p ILLUSTRATION 5. 12) BUILDING PLACEMENT PARKIN BUILDING HEIGHT N. 5 I tilt 20 Hit! 1- 1 era T-'- 12 kin Peio s A3on%s E LREAR ALL YCOEBE110EPIT5, 1-48T3 G O G. R o 9 NOTICE This submittal needs to be scheduled fora public hearing in accord once wM1h timelines set forth in the city of Miami Code.The applies tie decision -malting bodywlll renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 REvr EW C° 131 20 Lar tafa dl3rd urf UPPir SABAL PALM VILLAGE BOOK I SPECIAL VW .VIA KOBIKARP 2915 BISCAYNE BLVD, SUITE 200 MIAMI, FL33137 P. 305.573.1818 KOBIKARP.COM KOBIKARF KOBIKARP.COM 40 ARTICLES CIVIC SPACE ZONES (CS) AND CIVIC INSTITUTION ZONES (CI) 5.7.1 Civic Space Zones (CS) This submittal needs to be scheduled fora public hearing in accord once wM1h timelines set forth in the City of Miami Code.The applica decision -malting body NC renew the information at the public hearing to render a recommendation or a final decision. 5.7.1.4 In Civic Spaces, Buildings, Fences and walls shall conform to regulations of the most restrictive Abutting Transect Zone, except as shown by City of Miami's Parks and Public Spaces Master Plan or other master plans adopted by the City Commission. Other adjustments to the regulations shall be approved by process of SAP Permit Exception. 5.7.1.5 All Community facility and Recreational Facility Uses shall be subject to the limitations specified in the SAP Development Agreement government owned or operated only. SABAL PALM VILLAGE BOOK I SPECIAL AMA KOBI KARP 2915 BISCAYNE BLVD, SUITE 200 MIAMI, FL33137 P. 305. 573. 1818 KOBI KARP.COM KOBI KARP@KO BI KARP.COM 41 PU8 i J• ARTICLE 6. SUPPLEME ARTICLE 6 — SUPPLEMENTAL REGULATIONS 6.3.7. Katye Green Market L 0 Q. 4 GySY OF NOTICE This submittal needs to be scheduled fora public hearing in accordance wkh timelines set forth in the City of Miami Code. The applicade decision -making bodywill renew the information at the public hearing to render a recommendation or a final decision. Outdoor green markets are permitted by SAP Permit within the SAP Area at the sole management, and operation of the SAP Area owner and subject to the following conditions, regulations, and limitations: a. Outdoor green markets may only include the sale of fresh produce, baked goods, or artisan crafts. The sale of fish, alcohol, or livestock is prohibited. PZ-21-10935 08/20/21 ' ViEW • b. Outdoor green markets shall be located within a designated area to be defined by the SAP Area owner. c. Outdoor green markets may not be located closer than one thousand five hundred (1,500) feet from another outdoor green market. d. Outdoor green markets may operate once a week on Saturdays and Sundays. The green market permit shall include the location for said permit. e. An application for an outdoor green market shall be submitted to the SAP Area owner's management office no later than ten (10) days prior to the date of the proposed market. The application shall state the location of the proposed market. f. The hours of operation shall only be between the hours of 7:00 a.m. to 6:00 p.m. g. Outdoor green markets shall have a minimum of six (6) vendors. h. Each vendor shall conduct business within a 10' x 10' white and/or green movable canopy which shall be removed at the end of each market day. Any table placed within the canopy area shall be covered with a green table skirt. i. All vending activity must be conducted within a vendor's canopy area which shall be kept in clean and good condition at all times. Broken, faded or dirty canopies shall not be allowed. All garbage and trash shall be removed from the market site and disposed as required by law at the end of each market day by the vendors. k. The market area shall be cleaned and left in a sanitary condition at the end of each market day by the vendors. I. Noisemakinq or flashing devices shall not be allowed. SABAL PALM VILLAGE BOOK I SPECIAL AIM KOBI KARP 2915 BISCAYNE BLVD, SUITE 2061 MIAMI, FL33137 P. 305. 573. 1818 KOBI KARP.COM KOBI KARP@KO BI KARP.COM ARTICLE 7. PROCEDURES AND ARTICLE 7 — PROCEDURES AND NONCONFORMITIES 7.1.2.12 Saba! Palm Village SAP Permit a. Development within the SAP Area This submittal needs to be scheduled for a pubic hearing in accordance with timelines set forth in the City of Miami Ccde.The applica Ile decision -making bodywill renew the information at the public hearing fo render a recommendation or a final decision. 1. Development meeting the specific requirements of this SAP shall be allowed by right or as permitted under Articles 3 and 7 of Miami 21 and as consistent with the spirit and intent of this Regulating Plan and the Design Guidelines. 2. Any change(s) of less the ten percent (10%) or any deviation deemed to be a minor modification by the Planning Director may be administratively approved by the Zoning Administrator without a SAP Permit through a determination or submitted to the Office of Zoning and follow the Waiver procedure delineated in Article 7 of Miami 21. 3. Any change(s) of great than ten percent (10%) or any deviation deemed to be a major modification by the Planning Director may be approved through the SAP Permit process. SAP Permits must be consistent with the guiding principles of Miami 21. Any application for a SAP Permit must be submitted to the Planning Department and follow the Warrant procedure delineated in Article 7 of Miami 21. 4. Changes in the project phasing sequence are permitted without the requirement of an SAP Permit. b. SAP Permit. For avoidance of doubt, any other permits or approvals required or authorized in Miami 21 shall be included within and approved by SAP Permit. Such permits or approvals include but are not limited to all Exceptions, Waivers, and Warrants specified in Miami 21 to the extent not inconsistent with this Regulating Plan. The Planning Director shall approve, approve with conditions, or deny the SAP Permit application. Approvals shall be granted when the application is consistent with the SAP, inclusive of this Regulating Plan, the Design Guidelines, the approved Development Agreement, Miami 21 where the SAP Regulating Plan and Design Guidelines are silent, and the Miami Comprehensive Neighborhood Plan, as applicable. Conditional approvals shall be issued when the application requires conditions in order to be found consistent with the SAP, inclusive of its Regulating Plan, Design Guidelines, the approved Development Agreement, Miami 21 where the SAP Regulating Plan and Design Guidelines are silent, and the Miami Comprehensive Neighborhood Plan, as applicable. Denials of applications shall be issued if, after conditions and safeguards have been considered, the application still is inconsistent with the SAP, inclusive of its Regulating Plan, Design Guidelines, the approved Development Agreement, Miami 21 where the SAP Regulating Plan and Design Guidelines are silent, or the Miami Comprehensive Neighborhood Plan, as applicable. The decision of the Director shall include an explanation of the Code and/or SAP requirements not adequately satisfied, with sufficient detail to allow for an appeal of the denial. 1. Urban Development Review Board ("UDRB"). If the SAP Permit application involves a project in excess of two hundred thousand (200,000) square feet of Floor Area, the SAP Permit shall be referred to the UDRB. SABAL PALM VILLAG: BOOK I SPECIAL NYA KOBI KARP 2915 BISCAYNE BLVD, SUITE 200 MIAMI, FL33137 P. 305. 573. 1818 KOBI KARP.COM KOBI KARP@KO BI KARP.COM ARTICLE 7. PROCEDURES AND 2. Coordinated Review Committee ("CRC"). Any new Building within be reviewed by the CRC in accordance with Section 3.9.1(g) and Miami 21. This submtal needs 0 be scheduled fora public hearing in accordance wM1h timelines 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. 3. SAP Permits shall be valid for a period of two (2) years during which a or Certificate of Use must be obtained. This excludes a demolition or permit. A one (1) time extension for a period not to exceed one (1) additional year, may be obtained if approved by the Planning Director upon written request by the applicant and subject to the equivalent fee to those established in the Miami 21 Code and Chapter 62 of the City Code. 4. Appeal of SAP Permit to the Planning, Zoning, and Appeals Board. An appeal of the Planning Director's final action with respect to an SAP Permit application shall be heard de novo by the Planning, Zoning, and Appeals Board (PZAB). To appeal, an adverselyaffected party shall submit a notice of appeal which shall the basis of the appeal with specificity. The notice of appeal and payment of the required application fee as specified in the Chapter 62 of the City Code shall be filed with the Hearing Boards Office within fifteen (15) calendar days of the posting of Planning Director's final action on the City's website. The PZAB shall vote to uphold, overturn, or remand with instructions the Planning Director's final action.The ruling of the PZAB may be further appealed to the City Commission de novo within fifteen (15) calendar days of the PZAB ruling. The filing of the appeal to the City Commission shall state the specific reasons for such appeal, together with payment of any required fee 5. Modifications to a previously approved SAP Permit. An applicant may modify a SAP Permit approved under this Appendix, as a minor modification through the SAP Permit process. Minor Modifications include changes that conform with the Regulating Plan. PZ-21-10935 08/20/21 7_3FLEXIBLE ALLOCATION OF SAP AREA DEVELOPMENT CAPACITY a. Properties located within the SAP Area may be subject to Declaration of Restrictive Covenant(s) in Lieu of Unity of Title in a form approved by the City and the City Attorney ("Covenant(s) in Lieu"), which document permits and facilitates the flexible allocation of Density and Intensity for Lots, sites and parcels located throughout the SAP Area as long as the overall Height and Building mass dis- tribution for the entirety of the SAP Area is not out of scale or character with the underlying Tran- sect Zone. As described above, the Covenant in Lieu is consistent with: (i) the land development regulations for the SAP Area contained in Miami 21; and (ii) the goals, policies, and objectives of the Miami Comprehensive Neighborhood Plan. This provision supersedes the generally applicable provisions of Section 3.3.1 of Miami 21. SABAL PALM VILLAGE BOOK I SPECIAL AMA KOBI KARP 2915 BISCAYNE BLVD, SUITE 200 MIAMI, FL33137 P. 305. 573. 1818 KOBIKARP.COM KOBIKARP@KOBIKARP.COM 44 ARTICLE 10 — SIGN REGULATIONS 10.1.3 GENERAL REQUIREMENTS This submittal needs to be scheduled for a pubic hearing in accordance with timelines set forth in the City of Miami Ccde.The applica de decision -making belly will renew the information at the public hearing to render a recommendation or a final decision. The following general requirements and limitations shall apply with regard to Signs, in addition to provisions appearing elsewhere in this Code. No Variance or Waiver from these provisions are permitted unless otherwise stated within Article 10: a. Any Sign allowed herein may contain, in lieu of any other message or copy, any lawful non-commercial message, so long as said Sign complies with the size, Height, Area, location and other requirements of this Code and the City Code. b. False and misleading Signs shall be unlawful to post. c. Illuminated Sign Requirements: 1. Illuminated Signs containing functions of Animated Signs are prohibited. Illuminated Signs within a T1, T3, T4, T5-R, T6-R or CS Transect Zone shall be reviewed by procesc of Warrant permissible as of right within the SAP as per Table 15 10.3.6 Signs Above a Height of Fifty (50) Feet Except as otherwise provided in a specific Transect Zone, all Signs higher than fifty (50) feet above Average Sidewalk Elevation shall be permitted by right Warrant and shall be reviewed based on the requirements set forth in Miami 21. Waiver from the maximum logotype, size of Sign, or Number of Signs shall be granted only through the SAP Permit process. SABAL PALM VILLAGE BOOK I SPECIAL vpAy KOBI KARP 2915 BISCAYNE BLVD, SUITE 200 MIAMI, FL33137 P. 305. 573. 1818 KOBI KARP.COM KOBI KARP@KO BI KARP.COM 45 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 NOTICE This submitlal needs to be scheduled fora public hearing In accordance wiH1 timelines set forth in the City of Miami Code. The applicade decision -making body wiLL renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 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 This submittal needs to be scheduled fora public hearing in accordance wkh timelines set forth in the City of Miami Code. The applicade decision -making body NC renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 Kimley» Horn Updated Comprehensive Plan Amend TABLE OF CONTENTS Introduction Data Collection This submittal needs to be scheduled lore pubic hearing in ccordonce w10 timelines set forth in the City of Miami Code. The dpplicade decision -making body will renew the information al the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 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 lore public hearing in accord once wM1h timelines set forth in the City of Miaml Code. The applicade decision -making bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 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 Kimley>>>Horn Updated Comprehensive Plan Amen INTRODUCTION Kimley-Horn and Associates, Inc. has completed this updated Comprehensiv 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. This submittal needs to be scheduled fora public hearing in ccord ante wM1h timelines set forth in the City of Miami Code. The applicade decision -malting bodywill renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 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 schedu Led for a public hearing in accordance with timelines set forth in the City of Miami Code. The applica de decision-rna king body wilt renew the Intern -tabor at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 Figure 1 Amendment Location Map Saba! Palm Village CDMP City of Miami, Florida Kimley>>>Horn Updated Comprehensive Plan Amen DATA COLLECTION The study area is generally bounded by NE 54th Street to the north, NE 50th Terra NE 2nd Avenue to the west, and Federal Highway to the east. Continuous 24-hour traf i 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 This submittal needs to be scheduled fora public hearing in accord ante wM1h timelines set forth in the City of Miami Code. The applicade decision -malting bodywill renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 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 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 NOTICE This submittal needs to be scheduled fora pubec hearing in accord once wim timelines set torah in the City or Miami Code. The applicade decision -malting bodywill renew the information at the pubnc hearing to render a recommendation or a final decision. Se ment g Data Collection Date J+ PZ-21-1093: �A•• 08/20/21 '�/� SR 934/NW 82nd Street west of NW 4th Avenue 2/6/2020 1.��l�W 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 Kimley>>>Horn Updated Comprehensive Plan Amen 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 programmed capacity improvements for consideration in this analysis. The following transportation plans were reviewed as part of the background research. This submittal needs to be scheduled fora public hearing in accord ante wM1h timelines set forth in the City of Miami Code. The applica decision -malting body will renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 • 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 Kimley>>>Horn Updated Comprehensive Plan Amen seaport, and non -motorized. Based on the review of the 2020 Miami -Dade projects were identified within the study area, including: This submittal needs to be scheduled fora public hearing in accordance wM1h timelines set forth in the City of Miami Code. The applica de decision -malting bodywill renew the information at the public hearing to render e recommendation or a9nal decision. PZ-21-10935 08/20/21 • SR 934/NE 82nd Street between Biscayne Boulevard/US 1 and NE 4th Place is pro for 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. 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 Kimley>>>Horn Updated Comprehensive Plan Amen Miami -Dade TPO 2040 Long Range Transportation Plan The Miami -Dade 2040 LRTP, adopted by the Miami -Dade County TPO, was de This submittal needs to be scheduled fora public hearing in accord ante wM1h timelines set forth in the City of Miami Code. The applicade decision -malting bodywill renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 long-term transportation investments in Miami -Dade County. The LRTP focuses on 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 Kimley>>>Horn Level of Service Standard Updated Comprehensive Plan Amen CAPACITY ANALYSIS METHODOLOGY This submittal needs to be scheduled fora public hearing in accord ante wM1h timelines set forth in the City of Miami Code. The applica decision -malting body will renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 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 SR 934/NW 82ntl Street (WB)w tof NW 4th Awn." SR 934/NE 82ntl Street west (WB)w NE 3rd IaceO. SR 934/NE 82ntl Street s (WB)w tof US 1l . SR 934/NW )9[h Street (EB)w st of NW 4th AvenuelS. SR 934/NW )9[h Street (WB)west of NW 4th Avenuela. SR 934/NE )9[h S[reef (EB)w st of NE4.0 urt. SR 934/NE )9[h Street (WB)west of NE 4. Courtls. SR 934/NE )9[h S[reef (EB)w st of NE loth en.. SR 934/NE )9[h S[reef (WB)w rtof NE loth en." SR 934/NE )9[h S[reef (EB/WB)east of Bayshore aurt NW 71st S[reef (EB/WB)west of NW 2.A enuele• NW 71st Street (EB/WB)west of NE 2ndA enuele• NW 62ntl Street (EB/WB)west of NW 2ntlA enue. X;()..R Fy, NE 1st Av• V EW _wQY GO . 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 - >400 - >1.00 - >400 - >400 - >400 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >400 NE 61st Street (EB)west of NE 4. Co rt NW 54t Streef (EB/WB)Wert of NW 2ntl A enuel". NW 54th trere (EB/WB)west of NE 2ntl Av noel". NW 54th Streef (EB/WB)west of US 0S. 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 - >400 - >1.00 - >1.00 - >1.00 - >400 - >400 - >1.00 - >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) no th 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 threedane 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-line directional divided, with exclusive left -turn lanes. (10) Based on Class I non -state signalized roadway (10 percent capacity reduction), twodane 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 twodane, 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), one -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 EB.Eastbound WB. Westbound K.\FTL TPTO\143184000 East3ide Ridge CDMP Update\Report\Eastside Ridge CDMP.doG Page - 9 March 2020 Kim[ey>>>Horn Updated Comprehensive Plan Amen AMENDMENT SITE TRAFFIC This submittal needs to be scheduled fora public hearing in accord ante wM1h timelines set forth in the City of Miami Code. The applica decision -malting body will renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 Amendment traffic is defined as the vehicle trips generated by the amendm distribution and assignment of that traffic onto the study roadway network. 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 Kimley>>>Horn Internal Capture Internal capture is expected between complementary land uses within the ame Updated Comprehensive Plan Amen This submittal needs to be scheduled fora public hearing in accord ante wM1h timelines set forth in the City of Miami Code. The applicade decision -malting bodywill renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 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 c ~ Sa NOTICE This submittal needs to be scheduled fora public hearing in accord once wM1h timelines set forth in the City of Miami Code. The applica decision -malting body will renew the information at the public hearing to render a recommendation or a final decision. A.M.(P.M.) Peak Hour PZ-21-109 Entering 08/20/21 Future Land Use (ITE Code) Scale Net External Trips % Trips % RVr EW 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) 35 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 Kimley>>>Horn Updated Comprehensive Plan Amen 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 This submittal needs to be scheduled fora public hearing in accord ante wM1h timelines set forth in the City of Miami Code. The applicade decision -malting bodywill renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update\Report\Eastside Ridge CDMP.docx Page - 13 March 2020 Kimley>>>Horn Updated Comprehensive Plan Amen EXISTING CONDITIONS CAPACITY ANALYSIS Transportation Corridors This submittal needs to be scheduled fora public hearing in accord ante wM1h timelines set forth in the City of Miami Code. The applica decision -malting body will renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 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 Kimley>>>Horn Updated Comprehensive Plan Amen • Route 62 operates with 7-minute headways in the northbound directions during the A.M. and P.M. peak hours. This submittal needs to be scheduled fora public hearing in accord once wM1h timelines set forth in the City of Miami Code. The applicade decision -making bodywill rewewthe information at the public hearing to render e recommendation or a final decision. PZ-21-10935 08/20/21 • Route 79 operates with 20-minute headways in the eastbound and westboun 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. 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 Q. Kimley>>Horn I A P P Updated Comprehensiv ,Olo PURL�Cy o 1Z cr TICE rau ca. . now. en iu .ivi. can uur r.uaVu way uiuinc' PZ-21-10935 Segment 2020 Raw Evis ing Volumes peak �9:CA, 08/20/21 ��� Roadway Direction (veh/hr) Season •Ttt,11 - CpIJ` From To AM Peak Hour PM Peak Hour Factor AM Peak Hour •M Peak Hour NW 4th Avenue West of NW 4th Avenue Westbound 1,247 1,298 1.01 1,259 1,311 SR934/NW/NE82nd Street 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 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 SR 934/NW/NE 79th Street 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 2nd Avenue West of NW 2nd Avenue Eastbound 325 335 1.00 325 335 NW/NE 71st Street 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 2nd Avenue West of NW 2nd Avenue Eastbound 704 596 1.00 704 596 Westbound 945 694 1.00 945 694 NW/NE 62nd Street Eastbound 521 449 1.00 521 449 NE 1st Avenue West of NE 1st Avenue 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 NW2nd Avenue West of NW 2nd Avenue Eastbound 714 819 1.01 721 827 Westbound 566 692 1.01 572 699 NW/NE 54th Street 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 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 2nd Avenue 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 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 North Miami Avenue 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 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 NE2nd Avenue 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 NE67th Street South of NE67th Street Northbound 299 640 1.01 302 646 NE4th Court 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 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 Biscayne Boulevard/US1 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 K \Fll_TPFOU43181000 Eastside Ridge CrMP update\Revorc\Eatside Ridge CDMP.dow Page - 16 March 2020 Kimley>>>Horn Updated Comprehensive Plan Amend Table 6: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on SR 934/ This seminal needs to be scheduled fora pubec hearing in accordance wkh timelines set form in the City of Miami Code. The applicade decision -making body NC reeewuse information at the pubUc nearing to render a recommendation 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.) �0 PZ-21-1093 � • 74.. 08/20/21 A. tVi EW 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 59 6 riders Eastbound (60) (1) (59) (4 riders) Route 202 Southbound/ 60 1 59 59 5 riders Westbound (60) (1) (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) 5 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 pubuc hearing in accordance with timelines set form in the City of Miami Code. The applicade decision -malting body NC review The information at the public hearing to render a recommendation 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-21-1093 ,� '��. 08/20/21 Rou - fy/r E, 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) 5 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 accordance wM1h timelines set forth in the City of Miami Code. The applica decision -making body will review the intormation at the public nearing to render e recommendation or a final decision. PZ-21-10935 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.) �, 08/20/21 Rt Dir-. VIE►j11 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 public hearing in accordance wM1h timelines set forth in the City of Miami Code. The applicade decision -making body NC renew the information at the pane hearing to render a recommendation 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-21-1093 08/20/21 .t`' Route 1��1 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 public hearing in accordance wM1h timelines set forth in the City of Miami Code.The applica decision -making bodywill review the igjplmation at the public hearing to render a recommendation or a final decision. PZ-21-10935 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.) 91(. \ t'8/20/21 �R '~ �Vi EW 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 pubuc hearing in accordance wkb timelines set form in the City of Miami Code. The applica decision -making body will re l€wthe Information at the pubUc hearing to render a recommendation 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-21-1093 '��. 08/20/21 /P Rout - EV/ E W 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) 5 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 accordance wM1h timelines set forth in the City of Miami Code. The appLica decision -malting body will review the information at the pane hearing to render e recommendation 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.) gp PZ-21-1093 �� 08/20/21 4.. R Route t�IEW , 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) 5 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 public hearing in accordance wM1h timelines set forth in the City of Miami Code. The applicade decision -malting body NC re1ew the information at the public hearing to render a recommendation 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.) g, PZ-21-1093 �� 08/20/21 4.. R ti,.._ iI , Route 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) 5 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 To Direction NW 4tb Avenue West of NW 4tb Avenue Westbound SR 934/NW/NE 82nd Street NE 3rd Place West of NE 3rd Place Westbound SR 934/NW/NE 79th Street Biscayne Boulevard/US 1 West of Biscayne Boulevard/US 1 Westbound MN 4th Avenue NE 4th Court West of NW 4th Avenue West of NE 4th Court Eastbound Westbound Eastbound Westbound Table 19: Existing A.M. Peak Hour Roadway Capacity 2020 AM Peak Season Volumes ,259 1,030 988 1,303 367 1,426 409 Pe rs rips 1,763 1442 1,383 1,824 514 1,996 573 AIVI Peak Hour Transit Ridership Person -Trips 163 163 163 566 163 566 163 AM Peak Hour Total Volume IVI Person -Trip 1,926 1,605 46 2,390 677 2,562 736 Directional Peak Hour Capadityl' Vehicles 2,520 2520 2,520 2,688 640 2,432 800 3,528 3,528 3,528 3,763 896 3,405 1120 AM Peak Hour Trans Capacity Person -Trip 1,003 1,003 1,003 1,003 1,003 1,003 1 003 AM Peak Hour Total Capacity (Cl Person -Trips 4,531 4,531 4,531 4,766 1,899 4,408 2 123 AM P Per ,60 2,926 29B5 2,376 1,222 1,845 1 387 0.5 0.356 0.581 0.346 NE1,h Avenue BaysM1ore Court West 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 fNW2 dA 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 fNW2 dA 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 .th Street North of NW 75th St t North of NW .th 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 .th Street N 59th Street N 46th Street N 46th Street NE 75th Street NE .th Street North of 75th Street North of .th Street South of N 59th Street North of 46th Street South of N 46th Street North of NE 75th St North of NE .th 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 8, 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 3 359 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 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 0.288 Federal Highway Biscayne Boulevard/US 1 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 3,205 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 person.trips using 1.4 person,Micle oc upancy per ty of Miami sMndards. '41Directional peak ho r capacity derived from the 2013 F Quality/LOS Handbook and the Miami klowntown DRI Amendment Traffic Impact Analysis Page - 25 March 2020 Kimley»>Horn Table 20: Existing P.M. Peak Hour Roadway Capacity NOTICE Roadway 5 gment Direction 2020 PM Peak Season Volumes PM Peak Hour Transit Ridership PM Peak Hour T Duettional Pea pearCapaci ry PM Peak Hour Transit P Peak Hour Total P inschunicewititmelinesertiorb 08/20 Ines 21 .....„-- Vehicles Person Tripslrl Person Tdps Person Trips P SR 934/NW/NE 82nd Street NW4m Avenue West of NW 4m Avenue Westbound _ NE 3rd Place Wwt of NE 3rd Place Westbound Biscayne Boulevard/US1 West of Biscayne Boulevard/US1 Westbound 2549 NW4th Avenue West of NW 4th Avenue Eastbound Westbound NE 4th Could Wwt of NE 4th Court Eastbound 3p05 Westbound SR 934/NW/NE 79th Str t NE 10th Avenue West NE 10th Avenue Eastbound 3p005 Westbound Bayshore Court East of Bayshore Could Eastbound 2p68 Westbound NW/NE 71st Street NW 2nd Avenue West of NW 2nd Avenue Eastbound Westbound NE 2nd Avenue West of NE 2nd Avenue astbound Westbound 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 Could Wwt of NE 4th Court Westbound NE 61st Street NE 4th Could Wwt of NE 4th Court Eastbound NW/NE 54th Street NW 2nd Avenue West of NW 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 0.503 D NW 46th Street North of NW 46th Street N Northbound 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..4 D Not Volumes(vehicles) were converted to persomtrips usin 1.4 person/vehicle o cupancy per City of Miami standards. Directional peak ho r capacity derived from the 2013 DOTQuahry/LOS Handbook and the Miami Downtown orel Amendment Traffic Impact Analysis K \FR TPTO\143184000 Eastside Ridge CDMP Update\Report\Eatside Ridge CDMP.d Oea Page - 26 March 2020 Updated Comprehensive Plan Amen SHORT-TERM (YEAR 2025) CONDITIONS CAPACITY ANA This submittal needs to be scheduled fora public hearing in accordance wM1h timelines set forth in the City of Miami Code. The applicade decision -malting bodywill renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 Short-term (year 2025) conditions were analyzed with and without the proposed a 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 Amendment Traffic Impact Analysis Table 21: Short-term (Year 2025) A.M. Peak Hour Roadway Capacity Roadway y egmeM OlreHlon 2020 AM Peak Season Volumes Growth Rate 2025AM Peak Season Volumes Commi[[etl Developments AM Peak Hour Transit Ridership Van...ground AM Peak Hour Total volume WI 0 cC lr Iona Peak a Cap clLY'l Peak si[Cap Transit "° �mm° PZ-21-10935 eunrym�9 omen°.ie.na,m eP1 sN Level race ty Vehicles PersomTripsl'l Vehicles Person-Tdpsl'l Vehicles Person-TripsM Person -Trips Person -Trips Vehicles Perso n-Tripsl'l Ja Perso np LOS NW 4m Avenue wesmf NW 4m Avenue wesmonnd 3,528 19408/20/21 449 Place 694 520 528 cSR934/Nw/NESznasneet Biscayne Boulevard/US l West ofBiscayne sonlevara/usl Westbound ,094 FVIEWCO' sso NW 4th Avenue West of NW 4th Avenue Eastbound Westbound 367 514 1.2. NE 4th 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 54th 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 South.. S 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 South.. S 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 46th 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 convertedpersomt9ps using 4person/vehicle occ pricy per City of Miami standard. 0lrectlonal peak M1 ur capacity derived fromthe 2013MOT Oualily/LOS Handbook and the Mia mi-0owntown 9Rl k \FTL TPTO\148184000 Eastside Ridge COMP Update\Report\E30t40e Ridge CBMP.0908 Page - 28 March 2020 Kimley>>Horn Amendment Traffic Impact Analysis Table 22: Short-term (Year 2025) P.M. Peak Hour Roadway Capacity �, Roadway Segment Direction 2020 PM Peak Season Volumes Growth Rate 2025 PM Peak Season Volumes Committed Developments Peak Hour tRidership Transit 2025 Background PM Peak Hour Total Volume (VI DirectionPeak Hour Cap c[y° Peak PMMPzns Capacit ' S PZ-21-10935 A IA, lllll,F - - 08/20/21 R5H er ce rih.44.A LOS From ' Vehicles person -trips. Vehicles personiripslrl Vehicles personiripsltl Person -trips Person -trips Vehicles personidpsltl Person -trips SR 934/NW/NE 82nd Street NW 4th Avenue West of NW 4th Avenue Westbound 1,311 1,835 1.2. 1,392 1949 0 0 452 2 401 2 520 3 528 1 003 AyA.� c .515 NE 3rd Place West of NE 3rd Place Westbound 1,266 1,530 1.21% 1,344 1,882 0 0 452 2,334 2,520 3,528 1,003 Biscayne Boulevard/US1 West of Biscayne Boulevard/US1 Westbound 1,093 1,530 1.2. 1,161 1,625 0 0 452 2,077 2,520 3,528 1,003 'r`k, GO�s E . 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 12 Westbound 523 732 1.2. 778 0 0 452 1 230 640 896 1 003 1 899 669 0..812 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 12 SR 934/NW/NE 79tM1 Street NE 10[M1 Avenue West NE 10[M1 Avenue astbound 11 2157 1.2. 1637 2291 0 0 210 2 501 2 432 3 405 944 4 349 1.8 0.575 12 Westbound 458 641 1.2. 486 681 0 0 449 1 130 800 1 120 944 2064 934 0.547 12 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 12 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 12 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 12 Westbound 392 549 1.2. 416 583 0 0 3 586 720 1 008 59 1 067 481 0.549 12 NE 2nd Avenue West of NE 2nd Avenue Eastbound 218 305 1.2. 232 324 0 0 328 720 1008 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 12 Westbound 694 972 1.2. 737 1 032 770 1 078 28 2 138 1 530 2 142 531 2 673 535 0.800 12 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 12 Westbound 448 627 1.2. 476 666 770 1,078 28 1,772 1,530 2,142 531 2,673 901 0.663 12 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 1039 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 13 755 1900 2 660 295 2 955 2200 0.255 Westbound 667 934 1.21°6 708 992 13 1012 1900 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 12 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 12 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 12 outhbound 325 455 1.2. 345 483 91 127 69 679 576 806 236 1 042 363 0.652 12 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 12 outhbound 233 326 1.2. 247 346 91 127 69 542 576 806 236 1 042 500 0.520 12 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 12 outhbound 260 364 1.2. 276 387 91 127 69 583 576 806 236 1,042 459 0.560 12 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 12 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 12 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 12 outhbound 494 692 1.2. 525 734 303 424 466 1 624 756 1 058 2 360 3 418 1 794 0.475 12 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 12 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 12 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 12 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 12 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 12 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 12 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 12 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 12 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 0.60112 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 12 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 12 NE 54th Street South of NE 54th 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 12 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 12 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 12 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 Miam10owntown ORI F. Ed.TPTO\143184000 Eastside Ridge CDMP Update\Report\Eartside Ridge CDMP.d448 Page - 29 March 2020 Updated Compreh, ."pvo/� .`�— �."lysis ^� — Table 23: Short-term Year 2025)°ith Amendment Traffic mw.Peak Hour Roadwa.CaDaci ~ �6 - 1211112 ~~ ~ .~~- .—n~- .~~- ' ~~ ' ~~ ' ~~ ^ ~~ ^ ~~ ^ ~~ ' ~~ ^ ~~ ' ~~ ' ~~ ^ ~~ ^ ~~ ' ~~ ^ ~~ ^ ~~ ' ~ ~ ^ ~~ ^ ~~ ' ~~ ' ~~ ' 35 "­0\143=`-id , Ridg,°=°=,prh\E~=°CD—d— Updated Compreh, Table 24: Short-term (Year m25)with Amendment Traffic mmPeak Hour Roadway Capacity I ~������ ��~� ~~ A. - �LVIEw ~~ ^ ~~ ' .~^^ ~~ . ~~ ^ ~Ir"~- ~ I ^ ~. . 1,5 ~ .~ ~ ~ ~ ~ ^ ~`.~~ ~~~� ~.~~. ~~~ ~ ~ .~ ~ ~ ~ ~ ^ �� � ~~~ ~ ~. . ~ .~ ~ ~ ~ 511 . ~~ ~. . . ~~ ~.. ~. . ~~~� ~.~~. ~. � ~~ .~.. ~. . ~ .~ ~ ~ ~ ~ ^ . ~~ ^ �~~~~ .~. ~~ . ~~ ~. ^ ~ ~~~� ~.~.. ~~~ ~ ~ .~ ~ ~ ~ ~ . ~~ . ~. ~~~~. ~~ ~. ~ ~~ . ~ ~~ ~ ~ ~ ~ ^ ~~ ' ~~~~ ^~~~ ~~.. . 51 1 11 .~~ ~ ~. . ~ .~ ~ ~ III~ ^ ~~ . . ~~ ~ ~. ~~ . ' . ~~ ~ ~ ~ ~ . �~ ~ ~ .~ ~ ~ ~ ~ . �� ~. � . ~. . �~ ~ ~ .~ ~ ~ ~ ~ ^ ~~ . lol ~ .~ ~ ~ ~~ . ~~ ~ �� 5 5, ~ .~ ~ ~ ~ ~ ^ ~. �~ ~ �~ ~ .. ~ .~ ~ ^~ ~ ~ ^ ~~ 5.� ~. . �~ ~ ~~ �~ ~ �� � ~~ ~ ~~ �~ ~ �� 0 ~~ ~ ~. ~~ . . �~ ~ �� � �~ ~ ~. . ~ .~ ~ ~ ~ ~ ^ ~~ ~. . . ~~~~ .~~.~ . �~ ~ "-I.~ ~ ~ ~ III ~~ . ~~ ~ ~ .~ ~ ~ ~ ~ ^ 51 opuBL '�%NOTICE 0 35 "-0\143=E—id, Ridg,°=°=,prh\e~=°CD—d— March 2020 Kimley>>>Horn Updated Comprehensive Plan Amen LONG-TERM (YEAR 2035) CONDITIONS CAPACITY ANA Long-term (year 2035) conditions were analyzed with and without the proposed a This submittal needs to be scheduled fora pubec hearing in ccordance wim timelines set torah in the City or Miami Code. The applicade decision -malting bodywill renew the information at the pubnc hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 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 Kimley>>>Horn Updated Comprehensive Plan Amen • 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 This submittal needs to be scheduled fora pubdc hearing in accordance with timelines set form in the City of Miami Code. The applica Lie decision-malcng bodywill renew the information at the public hearing to render e recommendation or a final decision. PZ-21-10935 08/20/21 direction. Please note that the proposed amendment is expected to assign (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 - 33 March 2020 Kimley»»Horn NOTICE Table 25: Long-term (Year 2035) A.M. Peak Hour Roadway Capacity Roadway g Direction D:DaMPeak Season Volumes Growth Rate D3BaMPeak Season Volumes Committed a P Ridership 2035 Background Volume NI TotalP DirectionalPe Hour ciry" k Transit Capacity oottaie P 9A.\szo21/ Itl QV CO2 A. LQB R• EW rom o vehicles Person vehicles 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 ISt 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 4mcourt 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 North 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 59111Street 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 59111Street 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 CityCityf Miami standards. .Directional p khou capacity derived from the2013 MOTQuollty/LQS Hon. ok and the Miami Downtown DRl ffic Impact Analysis K.\FTL TPTO\1431.4000 Eactside Ridge COMP Update\Report\Eastside Ridge CDMP.d000 Page -34 March 2020 Kimley»»Horn NOTICE Table 26: Long-term (Year 2035) P.M. Peak Hour Roadway Capacity Roadway Segment Direction zazD PM Peak Season Volumes DRate 3U3 P ak 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 PIN Peak H, JDirectioGrowthth Total Capaci Iq �(F OS/20/21 pM,QFVIEW C..." Q�Qr om o Person Vehicles Perso Person Person Person Mes Person ps Person Person 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 ,093 � ~~~~ .—�tmamco '~ ~~ ' ~~ ' ~~ ' ~~ ^ ~~ ^ ~~ ' ~~ ^ ~~ ' �~ ~ ~. . ~ .~ ~ ~ � ~ . ~~ . 10, ~~ 10 10, 10 ~~ ~ ~~ . . ~ IN ~ � ~ ~ . . 101 . . . ~~"cl., ~­1~1 ^~~^. .~~ ~ ~. ~~ . . `. .~ ~ ~ ~ ~ ^ �~ ~ �� � ~ .~ ~ ~ 1,141 ~ ^ ~~ ~ ~. ~~~ 401 .~ ~ ~ ~ ~ ^ ~. 101 ~~ ~ ~~ ~~ ~ , .~ ~ ~ ~ ~ ^ ~~ . �~ ~ ~. ~~ ~ . ~ .~ ~ ~ ~ 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 ~~ .�~' . ~~ ^ ~ 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 PU8 , Kimley>>>Horn Updated Comprehensive Plan Amen G 0 4- 4 CONCLUSION This updated CDMP traffic impact analysis for submittal to the City of Miami at th NOTICE This submittal needs to be scheduled fora public hearing in accord ante wM1h timelines set forth in the City of Miami Code. The applica decision -malting body will renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 City of Miami's Planning, Zoning, and Appeals Board. A previous CDMP analysis was pr 4�N coos 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 Kimley>>>Horn Updated Comprehensive Plan Amen direction. Please note that the proposed amendment is expected to (0.96%) of the roadway segment capacity to this segment. This submittal needs to be scheduled fora public hearing In accordance wM1h timelines set forth in the City of Miami Code. The applicade decision -malting bodywill roNewthe intormadon at the public hearing to render a recommendation or a final decision. PZ-21-10935 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 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 This submittal needs to be scheduled fora public hearing in ccordonce wM1h timelines set forth in the City of Miami Code. The applicade decision -malting bodywill renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 Appendix A Traffic Data PUSL, Ca 0 a O NOTICE This submittal needs to be scheduled for a public nearing in accordance with timelines set forth in the City of Miami Code.The applica de decision -making bodywill review the infonnaion at the pubs hearing to render a recommendation or a final decision. w REV,EW CO - PZ-21-10935 08/20/21 Turning Movement Counts 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 This submittal needs to be scheduled fora public hearing in accordance wM1h timelines set forth in the City of Miami Code. The applica decision -making body will renewthe information at the public hearing to render a recommendation or a final decision. DAILY TOTALS NB 0 * SB 0 III EB 0 * WB 19,545 J, �A,REVi PZ-21-10935 08/20/21 AM Period NB SB EB WB TOTAL PM Period NB SB EB ode 00:00 00:15 00:30 00:45 0 0 0 0 118 98 74 71 361 118 98 74 71 361 12:00 12:15 12:30 12:45 0 0 0 0 2 305 238 323 1123 305 238 323 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 This submittal needs to be scheduled for a public hearing in accordance wM1h timelines set forth in the City of Miami Code. The applicatte decision -making body NC rewewthe information at the public hearing to render a recommendation or a final decision. DAILY TOTALS NB 0 SB 0 EB 0 WB 17,165 J, . RE�� PZ-21-10935 08/20/21 AM Period NB SB EB WB TOTAL PM Period NB SB EB coy- 00:00 00:15 00:30 00:45 0 0 0 0 90 72 59 63 284 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 This submittal needs to be scheduled fora public hearing in ccordancewM1h timelines set forth in the City of Miami Code. The applicade decision -making body NC renewthe information at the public hearing to render a recommendation or a final decision. DAILY TOTALS NB 0 * SB 0 III EB 0 WB 15,548�� J, A"REviEW PZ-21-10935 08/20/21 AM Period NB SB EB WB TOTAL PM Period NB SB S EB Gde 00:00 00:15 00:30 00:45 0 0 0 0 96 75 54 57 282 96 75 54 57 282 12:00 12:15 12:30 12:45 0 0 0 0 21 257 257 106 106 215 789 215 789 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 This submittal needs to be scheduled fora public hearing in accordance wM1h timelines set forth in the City of Miami Code. The applies de decision -making body NC renewthe information at the public hearing to render a recommendation or a final decision. DAILY TOTALS NB 0 * SB 0 III 23,471 * WB 8,031 J, PZ-21-10935 08/20/21 AM Period NB SB EB WB TOTAL PM Period NB SB EB 440 451 403 1709 00:00 00:15 00:30 00:45 133 121 124 90 468 51 69 53 52 225 184 190 177 142 693 12:00 12:15 12:30 12:45 299 333 320 288 1240 11. 107 131 115 469 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 This submittal needs to be scheduled for a public hearing in accordance wM1h timelines set forth in the City of Miami Code. The applicatte decision -making body NC rowewthe information at the public hearing to render a recommendation or a final decision. DAILY TOTALS NB 0 SB 0 EB 23,169 WB 8,054 J, 9 rr�,~y" RE��EW PZ-21-10935 08/20/21 AM Period NB SB EB WB TOTAL PM Period NB SB EB Opp4 420 415 407 1693 00:00 00:15 00:30 00:45 129 98 97 64 388 44 52 43 38 177 173 150 140 102 565 12:00 12:15 12:30 12:45 314 314 303 282 13 106 112 1213 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 This submittal needs to be scheduled fora public hearing in accordance wM1h timelines set forth in the City of Miami Code. The applies de decision -making body NC renewthe information at the public hearing to render a recommendation or a final decision. DAILY TOTALS NB 0 * SB 0 EB 21,143 * WB 8,330 J, �44,Mt— PZ-21-10935 08/20/21 AM Period NB SB EB WB TOTAL PM Period NB SB EB ®�4 445 289 499 1573 00:00 00:15 00:30 00:45 95 77 95 66 333 42 35 36 23 136 137 112 131 89 469 12:00 12:15 12:30 12:45 247 308 192 353 1100 9 137 97 146 473 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 This submittal needs to be scheduled fora public hearing in accordance wM1h timelines set forth in the City of Miami Code. The applies de decision -making body NC renewthe information at the public hearing to render a recommendation or a final decision. DAILY TOTALS NB 0 SB 0 III 24,823 24,823 WB 24,745ek J, �A,Jr PZ-21-10935 08/20/21& AM Period NB SB EB WB TOTAL PM Period NB SB EB ode 669 666 641 2544 00:00 00:15 00:30 00:45 113 95 105 93 406 122 108 102 64 396 235 203 207 157 802 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 This submittal needs to be scheduled for a public hearing in accordance veil timelines set forth in the City of Miami Code.ihe applicatte decision -making bodywill renew the intonation at the public hearing to render a recommendation or a final decision. DAILY TOTALS NB 0 SB 0 EB 4,619 WB 4,519 J,� 14, •e' R PZ-21-10935 08/20/21 �. ~` 4 AM Period NB SB EB WB TOTAL PM Period NB SB EB �Vr �Q� 115 129 140 504 0:00 0:15 0:30 0:45 13 17 11 12 53 10 12 13 11 46 23 29 24 23 99 12:00 12:15 12:30 12:45 54 52 63 86 255 6. 63 66 54 �w 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 This submittal needs to be scheduled for a public hearing in accordance with timelines set forth in the City of Miami Code.ihe applicatte decision -making body NC renewthe information at the public hearing to render a recommendation or a final decision. DAILY TOTALS NB 0 SB 0 EB 3,200 WB 3,169 J, 9� ReVr PZ-21-10935 08/20/21 AM Period NB SB EB WB TOTAL PM Period NB SB EB cO 78 86 91 333 00:00 00:15 00:30 00:45 14 13 10 5 42 14 8 10 10 42 28 21 20 15 84 12:00 12:15 12:30 12:45 39 41 50 47 177 3' Ew 37 36 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 This submittal needs to be scheduled fora public hearing in accordance wM1h timelines set forth in the City of Miami Code. The applies de decision -making body NC renewthe information at the public hearing to render a recommendation or a final decision. DAILY TOTALS NB 0 SB * 0 EB IIIWB 11,719 9,749 J, e. �,oe,R�Vi PZ-21-10935 08/20/21 AM Period NB SB EB WB TOTAL PM Period NB SB EB C.®0Q 274 303 300 1158 00:00 00:15 00:30 00:45 55 63 57 37 212 43 33 39 40 155 98 96 96 77 367 12:00 12:15 12:30 12:45 141 148 158 155 1 126 145 602 145 556 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 This submittal needs to be scheduled for a public hearing in accordance wM1h timelines set forth in the City of Miami Code. The applicatte decision -making body NC rowewthe information at the public hearing to render a recommendation or a final decision. DAILY TOTALS NB 0 SB 0 EB 6,499 WB 5,269 J,� 14, R�VrEW PZ-21-10935 08/20/21 AM Period NB SB EB WB TOTAL PM Period NB SB EB ®,� 164 167 159 665 00:00 00:15 00:30 00:45 18 18 18 9 63 21 21 18 15 75 39 39 36 24 138 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 SB WB 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 This submittal needs to be scheduled fora public hearing in accordance wM1h timelines set forth in the City of Miami Code. The applica decision -making body will rewewthe information at the public hearing to render a recommendation or a final decision. DAILY TOTALS NB 0 SB 0 EB 0 WB 3,943 J, 9,,c, 14EVI PZ-21-10935 08/20/21 AM Period NB SB EB WB TOTAL PM Period NB SB EB CDi`tk 00:00 00:15 00:30 00:45 0 0 0 0 18 18 12 12 60 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 This submittal needs to be scheduled fora public hearing in accordance wM1h timelines set forth in the City of Miami Code. The applica decision -making body will rewewthe information at the public hearing to render a recommendation or a final decision. DAILY TOTALS NB 0 SB 0 III EB 4,407 WB 0 J, 9�A"IQOn PZ-21-10935 08/20/21 AM Period NB SB EB WB TOTAL PM Period NB SB EB ��Q 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 This submittal needs to be scheduled for a public hearing in accordance with timelines set forth in the City of Miami Code.ihe applicatte decision -making body NC renewthe information at the public hearing to render a recommendation or a final decision. DAILY TOTALS NB 0 SB 0 EB 10,461 WB 9,686 J, 9 R�Vr PZ-21-10935 08/20/21 AM Period NB SB EB WB TOTAL PM Period NB SB EB �Qi* 262 308 260 1116 00:00 00:15 00:30 00:45 39 36 27 22 124 63 41 50 35 189 102 77 77 57 313 12:00 12:15 12:30 12:45 161 113 153 126 553 12 �w 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 This submittal needs to be scheduled for a public hearing in accordance wM1h timelines set forth in the City of Miami Code. The applicatte decision -making body NC rewewthe information at the public hearing to render a recommendation or a final decision. DAILY TOTALS NB 0 SB 0 EB 7,671 WB 8,388 J, 9� R�Vr PZ-21-10935 08/20/21 AM Period NB SB EB WB TOTAL PM Period NB SB EB 211 269 228 942 00:00 00:15 00:30 00:45 22 20 17 28 87 44 27 38 39 148 66 47 55 67 235 12:00 12:15 12:30 12:45 108 104 129 108 449 12. �w®� 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 This submittal needs to be scheduled fora public hearing in ccordancewM1h timelines set forth in the City of Miami Code. The applica de decision -making body NC renewthe information at the public hearing to render a recommendation or a final decision. DAILY TOTALS NB 0 SB 0 III EB 7,756 WB 7,766 J, 9�fr,„, PZ-21-10935 08/20/21 AM Period NB SB EB WB TOTAL PM Period NB SB EB de00:00 226 242 216 913 00:15 00:30 00:45 23 20 13 25 81 46 37 52 40 175 69 57 65 65 256 12:00 12:15 12:30 12:45 112 101 123 111 447 11 125 119 105 EW 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 This submittal needs to be scheduled fora public hearing in ccordancewM1h timelines set forth in the City of Miami Code. The applicade decision -making body NC rewewthe information at the public hearing to render a recommendation or a final decision. DAILY TOTALS NB 4,648 SB 1,873 * EB 0 WB 0 J,PZ-21-10935 e. 08/20/21 9�,oe` AM Period NB SB EB WB TOTAL PM Period NB SB EB tVi �o�� 105 85 86 349 00:00 00:15 00:30 00:45 28 7 13 2 15 6 13 69 9 24 35 15 21 22 93 12:00 12:15 12:30 12:45 50 67 60 55 232 23 38 25 31 EW 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 This submittal needs to be scheduled fora public hearing in ccordancewM1h timelines set forth in the City of Miami Code. The applicade decision -making body NC renewthe information at the public hearing to render a recommendation or a final decision. DAILY TOTALS NB 5,067 SB 3,897 * IIIEB 0 WB 0 PZ-21-10935 08/20/21 9�'cREVj AM Period NB SB EB WB TOTAL PM Period NB SB EB G4� 115 101 122 448 00:00 00:15 00:30 00:45 30 21 24 9 15 8 16 85 11 49 51 33 23 27 134 12:00 12:15 12:30 12:45 58 76 53 63 250 52 39 48 59 EW 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 WB; 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 This submittal needs to be scheduled fora public hearing in ccordancewM1h timelines set forth in the City of Miami Code. The applica de decision -making body NC renewthe information at the public hearing to render a recommendation or a final decision. DAILY TOTALS NB 5,473 SB 5,078 EB 0 WB 0 J,PZ-21-10935 08/20/21 9��4) AM Period NB SB EB WB TOTAL PM Period NB SB EB tVi00:00 �001 153 134 156 586 00:15 00:30 00:45 30 29 34 17 16 20 13 93 22 88 59 51 36 35 181 12:00 12:15 12:30 12:45 75 73 68 78 294 68 80 66 78 EW 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 This submittal needs to be scheduled for a public hearing in accordance wM1h timelines set forth in the City of Miami Code. The applicatte decision -making body NC rowewthe information at the public hearing to render a recommendation or a final decision. DAILY TOTALS NB 4,110 SB 3,964 III EB 0 WB 0 J,PZ-21-10935 94. 08/20/21 AM Period NB SB EB WB TOTAL PM Period NB SB EB 'tin CO' 98 112 108 430 00:00 00:15 00:30 00:45 24 24 22 16 32 25 24 102 11 76 48 38 57 35 178 12:00 12:15 12:30 12:45 62 52 63 57 234 50 46 49 51 Ew 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 This submittal needs to be scheduled fora public hearing in ccordancewM1h timelines set forth in the City of Miami Code. The applica de decision -making body NC renewthe information at the public hearing to render a recommendation or a final decision. DAILY TOTALS NB 4,490 SB 4,653 IIIEB 0 WB 0 J,PZ-21-10935 08/20/21 9�'cRE�j AM Period NB SB EB WB TOTAL PM Period NB SB EB 106 130 114 480 00:00 00:15 00:30 00:45 25 27 29 21 36 29 24 114 12 89 52 50 65 36 203 12:00 12:15 12:30 12:45 71 54 72 62 259 59 52 58 52 EW®�4 221 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 This submittal needs to be scheduled for a public hearing in ccordancewM1h timelines set forth in the City of Miami Code. The applica de decision -making body NC renewthe information at the public hearing to render a recommendation or a final decision. DAILY TOTALS NB 10,824 SB 10,965 * IIIEB 0 WB 0 J,PZ-21-10935 �� 08/20/21 .frREV1 AM Period NB SB EB WB TOTAL PM Period NB SB EB COO 212 234 262 924 00:00 00:15 00:30 00:45 24 52 27 49 20 40 15 86 29 170 76 76 60 44 256 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 This submittal needs to be scheduled fora public hearing in ccordancewM1h timelines set forth in the City of Miami Code. The applica de decision -making body NC renewthe information at the public hearing to render a recommendation or a final decision. DAILY TOTALS NB IIISB 12,552 10,5900 * EB WB 0 J,PZ-21-10935 9,�. 08/20/21 'cRE AM Period NB SB EB WB ill TOTAL PM Period NB SB EB VjEW fore 205 253 229 894 00:00 00:15 00:30 00:45 57 25 62 23 44 22 41 204 21 91 82 85 66 62 295 12:00 12:15 12:30 12:45 105 114 141 111 471 102 91 112 118 423 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 This submittal needs to be scheduled for a public hearing in ccordancewM1h timelines set forth in the City of Miami Code. The applica de decision -making body NC renewthe information at the public hearing to render a recommendation or a final decision. DAILY TOTALS NB SB 158 * IIIEB 0 WB J,\Pz1-1o,,/11,375 � 08/20/21 f 0' AM Period NB SB EB WB TOTAL PM Period NB SB EB f EV1 CO 206 216 197 820 00:00 00:15 00:30 00:45 51 32 57 38 53 36 41 202 28 134 83 95 89 69 336 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 This submittal needs to be scheduled fora public hearing in ccordancewM1h timelines set forth in the City of Miami Code. The applica de decision -making body NC renewthe information at the public hearing to render a recommendation or a final decision. DAILY TOTALS NB 8,660 SB 8,571 * IIIEB 0 WB 0 J,\Pz1-93/5 08/20/21 9�.fr4) AM Period NB SB EB WB TOTAL PM Period NB SB EB tVi00:00 �001 177 177 187 710 00:15 00:30 00:45 56 29 42 25 33 18 29 160 26 98 85 67 51 55 258 12:00 12:15 12:30 12:45 76 81 85 103 345 93 96 92 84 EW 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/0 NE 46th St Day: Thursday Date: 2/6/2020 Cit Project NOTICE This submittal needs to be scheduled fora public hearing in ccordancewM1h timelines set forth in the City of Miami Code. The applica de decision -making body NC renewthe information at the public hearing to render a recommendation or a final decision. DAILY TOTALS NB 8,609 SB 8,827 * * EB 0 WB 0 J,PZ-21-10935 08/20/21 9�4C"tVi AM Period NB SB EB WB TOTAL PM Period NB SB EB doe 178 178 191 716 00:00 00:15 00:30 00:45 60 28 43 25 36 18 29 168 25 96 88 68 54 54 264 12:00 12:15 12:30 12:45 74 85 80 105 344 95 93 98 86 EW 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 This submittal needs to be scheduled for a public hearing in accordance wM1h timelines set forth in the City of Miami Code. The applicatte decision -making body NC rewewthe information at the public hearing to render a recommendation or a final decision. DAILY TOTALS NB 7,105 SB 6,881 EB 0 WB 0 J,PZ-21-10935 14. 08/20/21 AM Period NB SB EB WB TOTAL PM Period NB SB EB RE�j 193 206 180 759 00:00 00:15 00:30 00:45 31 8 27 8 29 10 19 106 9 35 39 35 39 28 141 12:00 12:15 12:30 12:45 97 98 104 92 391 83 95 102 88 EW®'a 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 This submittal needs to be scheduled fora public hearing in ccordancewM1h timelines set forth in the City of Miami Code. The applica de decision -making body NC renewthe information at the public hearing to render a recommendation or a final decision. DAILY TOTALS NB 8,951 SB 7,870 * IIIEB 0 WB 0 J,PZ-21-10935 08/20/21 9�4C" AM Period NB SB EB WB TOTAL PM Period NB SB EB �,®e 215 225 224 923 00:00 00:15 00:30 00:45 46 13 29 12 37 14 23 135 10 49 59 41 51 33 184 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 This submittal needs to be scheduled fora public hearing in ccordancewM1h timelines set forth in the City of Miami Code. The applica de decision -making body NC renewthe information at the public hearing to render a recommendation or a final decision. DAILY TOTALS NB 7,820 SB 8,067 0 IIIEB 0 WB 0 J,PZ-21-10935 08/20/21 9�'c4)EVjEW AM Period NB SB EB WB TOTAL PM Period NB SB EB �001 201 208 213 828 00:00 00:15 00:30 00:45 60 23 34 20 39 17 29 162 16 76 83 54 56 45 238 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 This submittal needs to be scheduled for a public hearing in accordance wM1h timelines set forth in the City of Miami Code. The applicatte decision -making body NC renewthe information at the public hearing to render a recommendation or a final decision. DAILY TOTALS NB 6,887 SB 6,848 EB 0 WB 0 J,PZ-21-10935 140 08/20/21 AM Period NB SB EB WB TOTAL PM Period NB SB EB REV! CO' 154 180 185 684 00:00 00:15 00:30 00:45 60 19 34 16 33 12 17 144 8 55 79 50 45 25 199 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 This submittal needs to be scheduled fora public hearing in ccordancewM1h timelines set forth in the City of Miami Code. The applica de decision -making body NC renewthe information at the public hearing to render a recommendation or a final decision. DAILY TOTALS NB 5,376 SB 6,473 IIIEB 0 WB 0 J,PZ-21-10935 e. 08/20/21 9�,oe`tVi AM Period NB SB EB WB TOTAL PM Period NB SB EB de 162 161 187 661 00:15 00:30 00:45 41 20 33 17 24 15 18 116 11 63 61 50 39 29 179 12:00 12:15 12:30 12:45 70 77 71 85 303 81 85 90 102 EW 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 This submittal needs to be scheduled fora public hearing in ccordancewM1h timelines set forth in the City of Miami Code. The applicade decision -making body NC renewthe information at the public hearing to render a recommendation or a final decision. DAILY TOTALS NB 4,798 SB 3,181 * IIIEB 0 WB 0 PZ-21-10935 08/20/21 AM Period NB SB EB WB j TOTAL PM Period NB SB EB 90 92 90 354 00:00 00:15 00:30 00:45 16 4 15 6 12 3 4 47 2 15 20 21 15 6 62 12:00 12:15 12:30 12:45 48 48 53 47 196 34 42 39 43 158 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 This submittal needs to be scheduled fora public hearing in ccordancewM1h timelines set forth in the City of Miami Code. The applicade decision -making body NC renewthe information at the public hearing to render a recommendation or a final decision. DAILY TOTALS NB 3,110 SB 4,607 * * EB 0 WB 0 PZ-21-10935 08/20/21 352 AM Period NB SB EB WB ii TOTAL PM Period NB SB EB 90 93 87 00:00 00:15 00:30 00:45 7 12 4 16 4 11 2 17 11 50 19 20 15 13 67 12:00 12:15 12:30 12:45 38 43 42 28 151 44 47 51 59 201 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 This submittal needs to be scheduled fora public hearing in ccordancewM1h timelines set forth in the City of Miami Code. The applicade decision -making body NC renewthe information at the public hearing to render a recommendation or a final decision. DAILY TOTALS NB 5,328 SB 4,751 * IIIEB 0 WB 0 J,PZ-21-10935 08/20/21 9��RE�1 AM Period NB SB EB WB ill TOTAL PM Period NB SB EB COO 163 132 134 552 00:00 00:15 00:30 00:45 17 7 17 10 16 5 12 62 8 30 24 27 21 20 92 12:00 12:15 12:30 12:45 75 89 78 80 322 48 74 54 54 EW 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 This submittal needs to be scheduled fora public hearing in accordance wM1h timelines set forth in the City of Miami Code. The applies de decision -making body NC renewthe information at the public hearing to render a recommendation or a final decision. DAILY TOTALS NB 19,033 SB 20,052 * IIIEB 11 0 WB 0 J,PZ-21-10935 �� 08/20/21 4C" AM Period NB SB EB WB TOTAL PM Period NB SB EB ®o4 524 504 547 2101 00:00 00:15 00:30 00:45 173 69 137 50 123 65 108 541 47 231 242 187 188 155 772 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 This submittal needs to be scheduled for a public hearing in accordance wM1h timelines set forth in the City of Miami Code. The applicatte decision -making body NC rowewthe information at the public hearing to render a recommendation or a final decision. DAILY TOTALS NB 18,062 SB 21,627 EB 0 WB 0 J,PZ-21-10935 140 08/20/21 AM Period NB SB EB WB TOTAL PM Period NB SB EB 'TV!EW COI. 508 530 535 2090 00:00 00:15 00:30 00:45 110 58 86 62 79 51 67 342 54 225 168 148 130 121 567 12:00 12:15 12:30 12:45 252 227 251 237 967 265 281 279 298 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 This submittal needs to be scheduled fora public hearing in ccordancewM1h timelines set forth in the City of Miami Code. The applica de decision -making body NC renewthe information at the public hearing to render a recommendation or a final decision. DAILY TOTALS NB IIISB 18,514 21,117 * III EB 11 0 WB 0 J,PZ-21-10935 '9,�. 08/20/21 'cREifjEW AM Period NB SB EB WB TOTAL PM Period NB SB EB ®e 509 479 483 1948 00:00 00:15 00:30 00:45 159 70 113 64 93 63 76 441 50 247 229 177 156 126 688 12:00 12:15 12:30 12:45 234 215 227 227 903 243 294 252 256 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 This submittal needs to be scheduled fora public hearing in ccordancewM1h timelines set forth in the City of Miami Code. The applica de decision -making body NC renewthe information at the public hearing to render a recommendation or a final decision. DAILY TOTALS NB IIISB 17,472 19,883 * III EB 11 0 WB 0 J,PZ-21-10935 •�� 08/20/21 fr.41 AM Period NB SB EB WB TOTAL PM Period NB SB EB ode 467 420 439 1740 00:00 00:15 00:30 00:45 191 77 134 62 125 66 91 541 47 252 268 196 191 138 793 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 This submittal needs to be scheduled fora public hearing in ccordancewM1h timelines set forth in the City of Miami Code. The applica de decision -making body NC renewthe information at the public hearing to render a recommendation or a final decision. DAILY TOTALS NB IIISB 19,296 21,315 * III EB 11 0 WB 0 J,PZ-21-10935 �� 08/20/21 4C"REV1 AM Period NB SB EB WB TOTAL PM Period NB SB EB COO 500 515 492 2015 00:00 00:15 00:30 00:45 201 78 136 71 116 61 93 546 54 264 279 207 177 147 810 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 This submittal needs to be scheduled fora public hearing in ccordonce wM1h timelines set forth in the City of Miami Code. The applicade decision -malting bodywill renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 Peak Season Category Report 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 04/08/2019 04/15/2018 04/22/2018 04/29/2018 05/06/2018 05/13/2019 05/20/2018 05/27/2018 06/03/2018 06/10/2018 06/17/2018 06/24/2018 07/01/2019 07/08/2018 07/15/2018 07/22/2018 07/29/2018 08/05/2019 08/12/2018 08/19/2018 08/26/2018 09/02/2018 09/09/2018 09/16/2018 09/23/2019 09/30/2018 10/07/2018 10/14/2018 10/21/2018 10/28/2019 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 This submittal needs to be scheduled fora pubic hearing in accord anrewto timelines setforih 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-21-10935 08/20/21 830UPD 6 8700 PKSEASON.TXT PUSL, Ca 0 a O NOTICE 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 will review the infonnaion at the pubs hearing to render a recommendation or a final decision. w REV,EW CO - PZ-21-10935 08/20/21 Appendix B Programmed Roadway Improvements '€tth 31rn • NE I'dm NW 77th Si — NV,1 76th ti 1 NE 75th St 3NE741hSt 73rd St rn 3 t�z,lni NE72ridST F'aik0 ] RepIat . n NW 7.Ls1 S1 a NE 7151 St NVJ 741h St NE Nth St d v NW 69th St NE 69th St NW b.-8th Tier NE 68 I, Ter Z NW 6Et11 St NE 981h St Project Name: 40-B30630A 51 Z 4 3 NE 651th St rn Z • rn z m m a 4 ua Z Indu"drri.a SIM3 Inc LaIk Wain Part NE 71;th S:1 NE75t1i51 w uJ z NF 74.rh. Si NE 73rd`, NE 72.nd Ter NE 72nd St NE 701h St NE 671th St NE 66tn St art. rlo NE 64th St Legion Fir_ rn:. Miami -Dade County, Esri, HERE, Garmin, INCREM... This submittal needs to be scheduled fora pubic hearing In accordance Intl timelines set forth in the City of Miami Code. The appLoa decision -making body will review the information at the pane hearing to render a recommendation or a final decision. PZ-21-10935 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. Project Name: 40-B50906 5� NW 72nc1 S:t d',7 71 t Si GIO ok3 h m1 �o f rt• NW h7lh 9t NtiiU6211ciSf Foreml Tsar. 2 5 NW4NitSt ii^r48th, t n NW .47th Ter NW 4711151 NW 46ih St - NW 5yth St Me3 NF 11 st vet NE 5911 5t NE 5.3tts' .r NE 54tht Z m I - NE47thSt a NE4fiSi<tStl NF. 45th S1 < NE44thSt Zl;° NOTICE This submittal needs to be scheduled fora pubic hearing in accordance wM1h timelines set forth in the City of Miami Code. The applies de decision -malting body will review the information at the pane hearing to render a recommendation or a final decision. Biscayfle EIi hIF SRtJi St Lake U Miami -Dade County, Esri, HERE, Garmin, INCREM... i 1Y 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. TP Miami -Dade Transportation Planning Organization SR 934/NE 82 ST 2020 Transportation Improvement Program This submittal needs to be scheduled for a public hearing in accordance with bmerines set forth In the city of Miami Code.The applicade decision-rna king body will renew 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 Miami -Dade Transportation Planning Organization 00 75 70 55 60 55 50 45 40 35 30 25 20 15 10 5 SR 934/NE 82 ST 2020 Transportation Improvement Program Funding Chart $(thousands) 2019 - 2026 2020 - 2021 2021 - 2022 Fiscal Year This submittal needs to be scheduled for a public hearing in accordance wet timelines set forth in the city of Miami Code. The applica de deci€ion-making bodywill renew the information at the pubec hearing to render e recommendation or a final decision. PZ-21-10935 08/20/21 2022-2023 2023-2024 2 of 2 T Miami -Dade Transportation Planning Organization SR 934/NE/NW 79 ST 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: 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) This submittal needs to be scheduled for a public hearing in accordance veil timelines set forth in the city of Miami Code. The applicade deci€ion-making bodywill renew the information at the pubec hearing to render e recommendation or a final decision. PZ-21-10935 08/20/21 2019 - 2020 2020 - 2021 2021 - 2022 2022 - 2023 2023 - 2024 PROJECT DIH DEVELOPMENT AND ENVIRONMENTAL PROJECT DS DEVELOPMENT AND ENVIRONMENTAL 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 $0 $0 $0 $0 $0 1 of 3 TP Miami -Dade Transportation Planning Organization DEVELOPMENT AND ENVIRONMENTAL SR 934/NE/NW 79 ST 2020 Transportation Improvement Program This submittal needs to be scheduled for a public hearing in accordance with bmellnes set forth in the City of Miami Code.The applicade decision-rna king bodywill renew the information at the pubec hearing to render a recommendation or a final decision. 2 of 3 Miami -Dade Transportation Planning Organization 5090 5750 5590 5250 5090 4750 4500 4250 4000 3750 3590 3250 3090 2750 2590 2250 2090 1750 1590 1250 1000 750 500 250 0 SR 934/NE/NW 79 ST 2020 Transportation Improvement Program Funding Chart $(thousands) 2019-2020 2020-2021 2021-2022 Fiscal Year This submittal needs to be scheduled for a public hearing in accordance wet timelines set forth in the city of Miami Code. The applicable deci€ion-making bodywill renew the information at the pubic hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 2022- 2023 2023 -2024 3 of 3 TP 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 to be scheduled for a public hearing in accordance with bmerines set forth In the city of Miami Code.The applicade decision-rna king body will renew the information at the pubec hearing to render a recommendation or a final decision. 1 of 3 Miami -Dade Transportation Planning Organization NE 2 Avenue 2020 Transportation Improvement Program Project Photos This submittal needs to be scheduled fora public hearing in accordance wet timelines set forth in the city of Miami Code. The applicade deci€ion-making bodywill renew the information at the pubec hearing to render e recommendation or a final decision. PZ-21-10935 08/20/21 2 of 3 Miami -Dade Transportation Planning Organization NE 2 Avenue 2020 Transportation Improvement Program This submittal needs to be scheduled fora public hearing in accordance wet timelines set forth in the city of Miami Code. The applicade deci€ion-making bodywill renew the information at the pubec hearing to render e recommendation or a final decision. PZ-21-10935 08/20/21 3 of 3 TP 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 to be scheduled for a public hearing in accordance with bmerines set forth In the city of Miami Code.The applicade decision-rna king body will renew 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 public hearing in accordance wet timelines set forth in the city of Miami Code. The applicade deci€ion-making bodywill renew the information at the pubec hearing to render e recommendation or a final decision. PZ-21-10935 08/20/21 2 of 3 Miami -Dade Transportation Planning Organization N Miami Avenue 2020 Transportation Improvement Program This submittal needs to be scheduled fora public hearing in accordance wet timelines set forth in the city of Miami Code. The applicade deci€ion-making bodywill renew the information at the pubec hearing to render e recommendation or a final decision. PZ-21-10935 08/20/21 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 NOTICE This submittal needs to be scheduled for a puboc hearing In accordance wM1h timelines set forth in the City of Mlami Code. The appucca de decision -mating bodywill renew the Information at the pubec hearing to render a recommendation or a final decision. PZ-21-10935 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 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 bra public hearing in accordance wkh timelines set forth in the City of Miami Code. The appllcca de decision -making body renew the information at the public hearing to render a recommendation or a final decor on. PZ-21-10935 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. 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 NOTICE This submittal needs to be scheduled bra public hearing in accordance via, timelines set forth in the City of Miami Code. The appllcca de decision -ma Xing bodywill renew the information at the public hearing to render a recommendation or a final dean on. PZ-21-10935 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 Five Year Work Program Selection Criteria All in State (Updated: 111512020-21.15.01) Fiscal Year: District 2020-2025 G1 Item Number:440177-1 NOTICE This submittal needs to be scheduled for a pubic hearing In accordance wM1h timelines set forth in the city of Mlami Code. The appllcca de decision -mating bodywill renew the Information at the pubec hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 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 NOTICE This submittal needs to be scheduled for a pubic hearing In accord and wM1h timelines set forth in the City of Miami Code. The appllcca de decision -mating bodywill renew the Information at the pubdc hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 PUSL, Ca 0 a O NOTICE 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 will review the infonnaion at the pubs hearing to render a recommendation or a final decision. w REV,EW CO - PZ-21-10935 08/20/21 Appendix C Maximum Development Potential Calculations 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 NOTICE This submittal needs to be scheduled for a puboc hearing In accord and wM1h timelines set forth in the City of Miami Code. The appllcca de decision -mating bodywill renew the Information at the pubdc hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 K:\FTL_TPTO\043752000 - Design Place\LUPA\Calcs\Maximum Development Density\LUPA Maximum Development Comparison.xlsx This submittal needs to be scheduled fora public hearing in ccordonce wM1h timelines set forth in the City of Miami Code. The applicade decision -malting bodywill renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 Appendix D Trip Generation AM PEAK HOUR TRIP GENERATION COMPARISON EXISTING MAXIMUM ALLOWABLE DENSITY AM PEAK HOUR TRIP GENERATION NOTICE This submittal needs to be scheduled for a puboc hearing In accordance wM1h timelines set forth in the City of Mlami Code. The appllca de decision -ma Xing bodywill renew the Information at the pubdc hearing to render a recommendall on or a final decision. PZ-21-10935 08/20/21 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 cam.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 Center 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 Ye0.28*(X)+12.86 Ye0.94*(X)+26.49 Ye0.5*(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 Gmce 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 Ye0.28*(X)+12.86 Ye0.94*(X)+26.49 Ye0.5*(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 EXISTING MAXIMUM ALLOWABLE DENSITY PM PEAK HOUR TRIP GENERATION NOTICE This submittal needs to be scheduled for a puboc hearing In accordance wM1h timelines set forth in the City of Mlami Code. The appllca de decision -ma Xing bodywill renew the Information at the pubec hearing to render a recommendall on or a final decision. PZ-21-10935 08/20/21 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 Mulhfamily 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 (High -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 \Calcs\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 public hearing in ccord once wM1h timelines set forth in the City of Miami Code. The applica decision -malting body will renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 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 public hearing in ccord once wM1h timelines set forth in the City of Miami Code. The applica decision -malting body will renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 This submittal needs to be scheduled fora public hearing in ccordonce wM1h timelines set forth in the City of Miami Code. The applicade decision -malting bodywill renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 Appendix E Cardinal -I lip Distribution NW, 82rd St 1% .._. 1% 4/ 2% 3% 2% 2% 2% 3% a; 7% 1% ,,1% 1% 1% 1% 2% -------------- 300 ti7 ' T� 5% 3% 2% 5% 2% 3% 2% 9% NE 80th St 11%42% 6% 117) 2% 15% 1% e :_t st 2% 2% 4% 3% 1% 3% 5% 0 9% r.i w61,idst5j 3% 2% 3% 7% 4% 8% 10% a A 9% 2% 9% 4% 13% 26% NE S426°0 10% 6943/ 5% 5% u Le 7 p o o ra j 3%th t 11% = 5% 3% 8% 5% 5% 3% 1% rt 8% 8% ri 21% 5%11 % 5° =U10 3% 5% 11% 8% 8% 2% 15% 17% 16% .i0 .N 1rtSt 3% 69thSt 1% 2% This submittal needs to be scheduled for a public hearing in accordance wM1h timelines set forth in the City of Miami Code. The applica decision -malting body will renew the information at the pubdc hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 Cardinal Distribution for TAZ 383 17.10% 17% 9% 24.00% 24% Year A..lied Perce 1.40% 1% 20% 21.50% 22% 4.50% 5% 2.20% 2% This submittal needs to be scheduled fora public hearing in ccordonce wM1h timelines set forth in the City of Miami Code. The applicade decision -malting bodywill renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 Miami -Dade 2040 Directional Distri• Q. SnkiV NOTICE hh,ubm a need,m�, uo,danc wMtln,LIn,,,etforth Miami Code. The dppliratte � n,end�dono,efina�de��aon. ""ew"1P1°���°°nd"be°°b°°„ea"�g`°"n` PZ-21-10935 08/20/21 „edued orzPob„ „e Inthe City tlecision-making body / 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 ),9,4, 370 3270 PERCENT 12.2 12.7 9.7 18.9 16.0 10.1 11.6 FRtbI 41• EW G�Ottk ,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 ring Cr 0 98 I MOBILITY OPTIONS This submittal needs to be scheduled fora public hearing in ccordonce wM1h timelines set forth in the City of Miami Code. The applicade decision -malting bodywill renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 Appendix F Transit Data NE 167 St GOLDEN GLADES NORTH MIAMI PEAK ONLY (see schedule) SW / NW 2 Ave L►NW3St GVT CTR 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 14St �E (1) Z r > (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 puboc hearing in accordance with timelines set forth in the City of Miami Ccde.The applica de decision -making body will renew the infonnaion at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 NORTH 06/2016 MIAMI•DADE COUNTY DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS Aventura Blvd / NE 199 St NORTH MIAMI BEACH a) T 171 / 167 St 172 St a AL7 163 St MIAMI SHORES UPPER EAST SIDE GVT CTR i►n� „1 cd 2 Z DOWNTOWN BUS > TERMINAL a NE3St cd NW 1 St Flagler St SW/SE 1 St l r 163 ST MALL a > U co ARSHT CTR &OMNI BUS TERMINAL 17 Ter ii1 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 to be scheduled for a public hearing in accordance with bmarines set forth In the City of Miami Code.The applica de decision -making body will renew the infonnaion at the pubc hearing to render a recommendation or a final decie on. PZ-21-10935 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 N Miami Ave VJ SE/NE 1 Ave 4-11 a) N w z NORTH 06/2019 This submaiel needs to be scheduled fora public hearing In accordance wth timelines set forth in the City of Miami Code. The applica tee decision-maiing bodywill review the information at the public hearing to render a recommendation or a final decal on. PZ-21-10935 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 J 163 St N a) MDT Tracker I EASY Pay Miami 311 or 305.468.5900 TTY/FIa Relay: 711 M IAM I•DADE COUNTY Route 10 Miami Gardens Dr a) Ei) W Z Metrobus Terminal 167St i Home Depot NORTH f MIAMI BEACH a) N W NORTH MIAMI a) NE 125 St z NE119St MIAMI SHORES EL PORTAL a) N W Z WYNWOOD LITTLE HAITI (1) W Z MIAMI NE 17 St NE15St rift. /a11 NE 14 St m O <n CO 8 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 This submittal needs to be scheduled bra public hearing in accordance wkh timelines set forth in the City of Miami Code. The appLod decision -making body will renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 Route 16 NORTH MIAMI MIAMI SHORES EL PORTAL Arsht Performing Arts Metromover Station/ BusTerminal a) w z Bus Terminal Home Depot Wal-Mart H 163 St Mall BISCAYNE PARK N Bayshore Dr a) NE 159 St w 0 NORTH MAP NOT TO SCALE 12/2009 This submittal needs to be scheduled fora public hearing in accordance wkh timelines set forth in the City of Miami Code. The applica decision -making body will renew the information at the public hearing to render a recommendation or a final decision. NORTH MIAMI BEACH PZ-21-10935 08/20/21 INDUSTRIAL PARK (rush hours only; see schedule) 106 St •e� O ocis f Ln NW This submittal needs to be schedu lee for a public hearing in accordance wit timelines set forth in the City of Miami Code. The applidde de ision-making bodywill renew the information et the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 PINEWOOD ■ HIALEAH T a) ■ 103 MALL AND Q ■ W/E49St/NW103St NW/NE z ■ �, ■ 95 St ■ > MIAMI < CENTRAL ■ N. 00 SENIOR NORTH SHORE H.S. MEDICAL CTR > POLICE Q STA. MEMORIAL N. ■ PARK co 5\' if HIA. GDNS ��°CITY '�`� ■ HALL g°r INDUST. > PARK TRIPS ti Cj� 00'�QQ /11"HIA. �c ■ GDNS N CITY O -10 l!rN HALL CY I BISCAYNE > SHOPPING < PLAZA Ln W Z 81 St NE 79 St L www.miamidade.gov/transit DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS NE 96 St NORTH 02/2017 MEM INFORMATION : INFORMACION : ENFOMASYON MIAMI•DADE ® O 0 @GoMiamiDade MDT TRACKER I EASY PAY MIAMI I MDT TRANSIT WATCH ilk 311 (305.468.5900) TDD: 305.468.5402 COUNTY NW 192 St mi Gardens Dr (NW 186 St) Weekday Only NW 87 Ave Montrose Rd Commerce Way NW114St' u_ NW 112 St U > N. Q 00 co N z Short Turn and Weekends (N) MAP NOT TO SCALE 06/2015 W60St 1 a) Q N co i L._ U rn r z Miami Lakes Dr (NW 154 St) Oak Ln WESTLAND > MALL Q71- . N W 49 St I ■ ■ ■ ■ ■ W 20 St Okeechobee Metrorail Station Hialeah Metrorail Station W 18 St > Q 7r W&E21 St a) Q w Hialeah Dr METRORAIL NW 29 Ave NW 27 Ave Route 54 LIBERTY CITY U 7r w ID z NE58St17! m NW 54 St m Brownsville NW 53 St .� 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 This submittal needs to be scheduled fora public hearing in accordance wM1h timelines set forth in the City of Miami Code. The applica decision -malting body will renew the information at the public hearing to render a recommendation or a final decision. a) • • ti z d AUDREY M. EDMONSON TRANSIT VILLAGE PZ-21-10935 08/20/21 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 0 PUBS/ 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 THE AT CY] U 4 NOTICE This submittal needs to be scheduled fora public hearing in accordance wkh timelines set forth in the City of Miami Code. The applicade decision-rna king body renew the information at the pubc hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 co-1 GAR 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 a) TRI-RAIL 71- HIALEAH METRORAIL TRANSFER wE32St E25St I AMTRAK ` 1 MIAMI STATION Ja) m This submittal needs to be scheduled for a public hearing in accordance with bmerines set forth In the City of Miami Code.The applica de decision -making body will renew the information at the pubc hearing to render a recommendation or a final decision. (1) > c73 > La St a L 0 ,•tidy = -- NW79St • 79StCswyTD o 11S Cu ■ NORTH BAY Q — ■ VILLAGE to m■ L 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) 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 NW 79 St NW 83 St 1se St a 1 li �1 1< z 1 1 Li" 1 1 1 1L NW 83 St (13 WEEKDAY MIDDAY TO BISCAYNE PLAZA PU$// �.1 id NOTICE This submittal needs to be scheduled fora public hearing in accordance wM1h timelines set forth in the City of Miami Code. The applicada decision -malting bodywill renew the information at the public hearing to render a recommendation or a final decision. WEEKDAY MIDDAY TO NE 36 ST Biscayne >— > Shopping . NE 81 St QLo � Plaza ; ; m m m m m m� m cam Q 1 10 PZ-21-10935 08/20/21 IEW COV Village Carver NW 81 Stz � LC)w 1 1 z1 NE79St zj1 m a) 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 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 Ths°ai 2 INBOUND EARLY AM 02:45AM-05:59AM 0530 00026 NW 2 AV & 79 ST Miami review 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:OOAM-08:30AM 0600 00026 NW 2 AV & 79 ST 1.5 2 INBOUND AM PEAK 06:OOAM-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 public hearing corbance wkh timelines set forth in the City of Code. The applicade decision -making bodywill the information at the punt hearing to render a recommendation or a final decision. PZ-21-10935 /20/21 49.01 2 INBOUND MIDDAY 08:30AM-02:59PM 1205 00026 NW 2 AV & 79 ST 2 INBOUND MIDDAY 08:30AM-02:59PM 1220 00026 NW 2 AV & 79 ST TM;taari 2 INBOUND MIDDAY 08:30AM-02:59PM 1220 00026 NW 2 AV & 79 ST Miami wew 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 rmittal needs to be scheduled fora public hearing tort once wkh timelines set forth in the City of Code. The applicade decision -making bodywlll The information at the pubc hearing to render a recommendation or a final decision. PZ-21-10935 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 TM;tt 2 INBOUND EVENING 06:00PM-07:59PM 1950 00026 NW 2 AV & 79 ST Miami review 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 public hearing tort once wth timelines set forth in the City of Code. The applicade decision -making bodywill The information at the pubic hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 ROUTE 2 2 2 2 2 DIRECTION OUTBOUND OUTBOUND OUTBOUND OUTBOUND OUTBOUND Route 2 South PEAK EARLY AM 02:45AM-05:59AM EARLY AM 02:45AM-05:59AM EARLY AM 02:45AM-05:59AM EARLY AM 02:45AM EARLY AM 02:45AM - 05:59AM - 05:59AM TIME 0456 0521 0523 0527 0527 STOP ID 00019 00019 00019 00019 00019 LOCATION NW 2 AV & 79 S NW 2 AV & 79 ST NW 2 AV & 79 ST NW 2 AV & 79 ST NW 2 AV & 79 ST This submittal needs to be scheduled for a public hearing in accordance wkh timelines set forth in the City of Miami Code. The applica decision -making body will review the information at the public hearing to render a recommendation or a final decision. 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-21-10935 08/20/21 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 TM;�BCC( 2 OUTBOUND MIDDAY 08:30AM-02:59PM 1135 00019 NW 2 AV & 79 S Miami G ewr 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 public hearing ed once Intl timelines set forth in the City of utle. The applicade decision -making bodywlll e information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 2 OUTBOUND EVENING 06:00PM-07:59PM 1824 00019 NW 2 AV & 79 Si • ^ TMinaaBCC( Mami C ewr 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 2 OUTBOUND EVENING 06:00PM-07:59PM 1916 00019 NW 2 AV & 79 ST ,J',, 1:74:� I:a 2 OUTBOUND EVENING 06:00PM-07:59PM 1926 00019 NW 2 AV & 79 ST 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 s.< N'lVa NOTICE iMal needs to be scheduled for a public hearing edance wkh timelines set forth in the City of �tle. The applicade decision -making bodywill e information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 Route 3 North ' ICI N submittal nee, accordance Code, The recInform p; R4.- 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 & retnewu,e 3 INBOUND EARLY AM 02:45AM-05:59AM 0515 00044 BISCAYNE BLVD & N' f 3 INBOUND EARLY AM 02:45AM-05:59AM 0535 00044 BISCAYNE BLVD & NE 0i 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 timelines set forth in the City of rpplicatle decision -making bodywill Non at the public hearing to render endation or a final decision. -21-10935 8/20/21 141.01 3 INBOUND PM PEAK 03:00PM-05:59PM 1614 00044 BISCAYNE BLVD & r N submittal ne accordance Code, The P; 3 INBOUND PM PEAK 03:00PM-05:59PM 1620 00044 BISCAYNE BLVD & 3 INBOUND PM PEAK 03:00PM-05:59PM 1630 00044 This BISCAYNE BLVD & In Warr, 3 INBOUND PM PEAK 03:00PM-05:59PM 1632 00044 BISCAYNE BLVD & retnewtheri"rorm 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 03:00PM-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 fora public hearing ikh timelines set forth in the City of rpplicatle decision -making bodywlll Non at the public hearing to render a endation or a final decision. -21-10935 8/20/21 Route 3 South * ' This submr tal inaccorban mi �me retnewtheIn 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 eds to be scheduled bra public hearing wM1h timelines set forth in the City of e applicade decision -making bodywill nation at the public hearing to render a ended on or a final decision. Z-21-10935 08/20/21 174.0 3 OUTBOUND PM PEAK 03:00PM-05:59PM 1523 00037 BISCAYNE BLVD & N r / This #k submittal in accortian Kam Code reNewthe Ink rec 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 0 PU8 id ,od OTICE eeds to be scheduled bra public hearing wkh timelines set forth in the City of he applicade decision -making bodywill rmation at the public hearing to render a mmended on or a final decision. Z-21-10935 08/20/21 186.01 n_sa Route 9 North hisaobm In Mlarnl wewheo NOTII al^eedsmb,^hetl°� accortlanre wkh timel nes set' CWe.The appliwde becisie m°^atthep title tla>;on°rafin. PZ-21-105 08/20/2' ROUTE DIRECTION PEAK TIME STOP ID LOCATION 9 INBOUND EARLY AM 02:45AM-05:59AM 0458 00092 NE 2 AV & 79 ST 9 INBOUND EARLY AM 02:45AM-05:59AM 0535 00092 NE 2 AV & 79 ST 11+3 9 INBOUND EARLY AM 02:45AM-05:59AM 0548 00092 NE 2 AV & 79 ST 8.'94:4. 17.0 9 INBOUND AM PEAK 06:00AM-08:30AM 0600 00092 NE 2 AV & 79 ST RtviEw 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-rrialung body will hearing to render it decision. 35 °_sa 9 INBOUND MIDDAY 08:30AM-02:59PM 1335 00092 NE 2 AV & 79 ST NOTI1 al^eedsmb,^hetl°� tlanre wkh timel nes set' Code.The appliwde becisie m°^atthepabtle tla>;on°rafin. PZ-21-105 08/20/2' 9 INBOUND MIDDAY 08:30AM-02:59PM 1335 00092 NE 2 AV & 79 ST Thioebco 9 INBOUND MIDDAY 08:30AM-02:59PM 1337 00092 NE 2 AV & 79 ST Mlarnl wewheo 9 INBOUND MIDDAY 08:30AM-02:59PM 1350 00092 NE 2 AV & 79 ST ,l+ 9 INBOUND MIDDAY 08:30AM-02:59PM 1405 00092 NE 2 AV & 79 ST 1 9,� 9 INBOUND MIDDAY 08:30AM-02:59PM 1405 00092 NE 2 AV & 79 ST 9.0 RCcy/gw 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 making body will hearing to render decision 35 9 INBOUND LATE NIGHT 08:00PM-03:00AM 2205 00092 NE 2 AV & 79 ST 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 NOTICE This submittal needs to be scheduled fora public hearing in accord once wM1h timelines set forth in the City of Mlaml Code. The appLI d l decision -making body will resiew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 Ac, 08/20/21 w� .o�R4-VI EW CO' Route 9 South '"l;n'a M„aem ROUTE DIRECTION PEAK TIME STOP ID LOCATION 9 OUTBOUND EARLY AM 02:45AM-05:59AM 0442 00089 NE 2 AV & 79 ST 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 public hearing scot once wkh timelines set forth in the City of Code. The applicade decision -making bodywill The Information at the public hearing to render a recommendation or a final decision. PZ-21-10935 /20/21 192.0 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1229 00089 NE 2 AV & 79 ST f Thva M„aem Irk 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1237 00089 NE 2 AV & 79 ST 9 OUTBOUND MIDDAY 08:30AM-02:59PM 1244 00089 NE 2 AV & 79 ST L. 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 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 public hearing scot once wkh timelines set forth in the City of Code. The applicade decision -making bodywlll The information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 89.0 Route 10 North hisaobm In Mlarnl wewheo NOTII al^eedsmb,^hetl°� accortlanre wkh timel nes set' CWe.The appliwde becisie m°^atthep title tla>;on°rafin. P2-21-105 08/20/2' ROUTE DIRECTION PEAK TIME STOP ID LOCATION 10 INBOUND EARLY AM 02:45AM-05:59AM 0543 00092 NE 2 AV & 79 ST 10 INBOUND AM PEAK 06:00AM-08:30AM 0620 00092 NE 2 AV & 79 ST 413 10 INBOUND AM PEAK 06:00AM-08:30AM 0625 00092 NE 2 AV & 79 ST 5.14x. 3.8 10 INBOUND AM PEAK 06:00AM-08:30AM 0656 00092 NE 2 AV & 79 ST RtviEw 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-rrialung body will hearing to render it decision. 35 °_sa 10 INBOUND PM PEAK 03:00PM-05:59PM 1656 00092 NE 2 AV & 79 ST * / NOTI1 al^eedsmb,^hetl°� tlanre wkh timel nes set' CWe.The appliwde becisie m°^atthepabtle tla>;on°rafin. PZ-21-105 08/20/2' 10 INBOUND PM PEAK 03:00PM-05:59PM 1700 00092 NE 2 AV & 79 ST Thioebco 10 INBOUND PM PEAK 03:00PM-05:59PM 1726 00092 NE 2 AV & 79 ST Mlarnl wewheo 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 fi 10 INBOUND EVENING 06:00PM-07:59PM 1802 00092 NE 2 AV & 79 ST 22.0 Re gEw 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-rrialung body will hearing to render it decision. 35 Route 10 South 1 "';n°a, M„a M ROUTE DIRECTION PEAK TIME STOP ID LOCATION 10 OUTBOUND EARLY AM 02:45AM-05:59AM 0451 00089 NE 2 AV & 79 ST 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 achedu led fora public hearing era once wkh timelines set forth in the City of Code. The applicade decision -making bodywill The Information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 104.0 I 10 OUTBOUND PM PEAK 03:00PM-05:59PM 1535 00089 NE 2 AV & 79 ST 1 TM;taa M„aem 10 OUTBOUND PM PEAK 03:00PM-05:59PM 1553 00089 NE 2 AV & 79 ST 10 OUTBOUND PM PEAK 03:00PM-05:59PM 1603 00089 NE 2 AV & 79 ST 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 10.3 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 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 NOTICE bmitlal needs to be scheduled fora public hearing scot once wkh timelines set forth in the City of Code. The applicade decision -making bodywlll w The information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 40.0 Route 16 North mlasubm word 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 OTICE al needs to be scheduled fora public hearing M1h timelines set forth in the city of ea w.The applicade decision -malting bodywill nformation at the pubc hearing to render a commendation or a final decision. PZ-2 1-10935 08/20/21 35.0 16 INBOUND PM PEAK 03:00PM-05:59PM 1638 00044 BISCAYNE BLVD & NE 79 • Thlssubm " .' 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 • 16 INBOUND EVENING 06:00PM-07:59PM 1808 00044 BISCAYNE BLVD & NE 79 ST 14.0 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 public hearing tl once wah timelines set forth in the city of e.The applica de decision -malting body NC information at the public hearing to render a recommendall on or a final decision. PZ-21-10935 08/20/21 Route 16 South • r ROUTE DIRECTION PEAK TIME STOP ID LOCATION miss 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 bmMal needs to be scheduled for a public hearing cordance with timelines set forth in the City of Code.The applica Lie decision -making bodywill the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 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 ST Thlsau In a M„.' 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 16 OUTBOUND PM PEAK 03:OOPM-05:59PM 1716 00037 BISCAYNE BLVD & NE 79 ST 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 public hearing cccot once wkh timelines set forth in the City of Code. The applicade decision -making bodywlll The information at the pubc hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 o_s Route 33 South hssobm al neearmb ccortlana wM1h recommendation PZ-21-1093! 08/20/21 a nea ee mr hmellnes set forth e h a or a final sec 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 IEW G 33 INBOUND AM PEAK 06:OOAM-08:30AM 0620 00037 BISCAYNE BLVD & NE 79 ST 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 bodywill ng to renders don 33 INBOUND MIDDAY08:30AM-02:59PM 1445 00037 BISCAYNE BLVD & NE * NI his aobmMal need �oraan�w b e P2 '4- 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` 9" 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 to be scheduled fora public hearing kh timelines set forth in the city of applicade decision -making bodywill ation at the pubc hearing to render e endation or a final decision. -21-10935 8/20/21 24.0 Route 54 East TM Nf Midi ROUTE DIRECTION PEAK TIME STOP ID LOCATION 54 OUTBOUND EARLY AM 02:45AM-05:59AM 0452 01298 NE 4 CT & 57 ST 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 public hearing ccord once wkh timelines set forth in the City of ni Code. The applicade decision -making bodywill w the Information at the public hearing to render a recommendation or a final decision. PZ-21-10935 /20/21 5.011 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1254 01298 NE 4 CT & 57 ST 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1256 01298 NE 4 CT & 57 ST Ti". 54 OUTBOUND MIDDAY 08:30AM-02:59PM 1256 01298 NE 4 CT & 57 ST Midi Nf 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 obmittal needs to be scheduled for a public hearing ccordance with timelines set forth in the City of hi Code.The applicatle decision -making bodywill w the information at the public hearing to render a recommendation or a final decision. 44, " W CO' PZ-21-10935 08/20/21 9.01 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 This submittal needs to be scheduled fora public hearing in accord anre wM1h timelines set forth in the City of Miami Code. The applicade decision -making body will renew the Information at the public hearing to renders recommendation or a final decision. PZ-21-10935 08/20/21 Route 54 West . i ROUTE DIRECTION PEAK TIME STOP ID LOCATION n 54 INBOUND EARLY AM 02:45AM-05:59AM 0500 01298 NE 4 CT & 57 ST \1 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 public hearing in accord once wM1h timelines set forth in the City of ml Code. The applicade decision -making bodywill new the Information at the public hearing to render a recommendation or a final decision. PZ-21-10935 20/21 7.01 54 INBOUND MIDDAY 08:30AM-02:59PM 1250 01298 NE 4 CT & 57 ST * 1 n �1 k 54 INBOUND MIDDAY 08:30AM-02:59PM 1300 01298 NE 4 CT & 57 ST 54 INBOUND MIDDAY 08:30AM-02:59PM 1320 01298 NE 4 CT & 57 ST 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 public hearing accord once wkh timelines set forth in the City of am Code. The applicade decision -making bodywlll new the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 R4-V w cOV'� 10.0I 54 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2140 01298 NE 4 CT & 57 ST TM 54 INBOUND LATE NIGHT 08:00PM-03:00AM 2150 01298 NE 4 CT & 57 ST 54 INBOUND LATE NIGHT 08:00PM-03:00AM 2150 01298 NE 4 CT & 57 ST 54 INBOUND LATE NIGHT 08:00PM-03:00AM 2220 01298 NE 4 CT & 57 ST 54 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2220 01298 NE 4 CT & 57 ST 1. 54 INBOUND LATE NIGHT 08:OOPM-03:OOAM 2230 01298 NE 4 CT & 57 ST 1.1 54 INBOUND LATE NIGHT 08:OOPM-03:OOAM 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 public hearing in accord once wM1h timelines set forth in the City of ml Code. The applicade decision -making bodywlll new the Information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 0 PUBt. /C 0 ° 'ate Route 62 East Q. ROUTE DIRECTION PEAK TIME STOP ID 62 OUTBOUND EARLY AM 02:45AM-05:59AM 0505 00426 NOTICE LOCATION This submttal needs to be scheduled for a public hearing accordance M1h timelines set forth in the City of NE 61 ST & BISCAYNE BL 1 MiawCode.Theapplleaae decision-maxmg bodywlu Miami Information at the pubdc hearing to render s recommendation or a final decision. 62 OUTBOUND EARLY AM 02:45AM-05:59AM 0518 00426 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 OUTBOUND OUTBOUND OUTBOUND OUTBOUND OUTBOUND OUTBOUND OUTBOUND OUTBOUND OUTBOUND OUTBOUND OUTBOUND OUTBOUND OUTBOUND OUTBOUND OUTBOUND OUTBOUND OUTBOUND OUTBOUND OUTBOUND OUTBOUND OUTBOUND OUTBOUND EARLY AM 02:45AM-05:59AM 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 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 MIDDAY 08:30AM-02:59PM MIDDAY 08:30AM-02:59PM MIDDAY 08:30AM-02:59PM 0534 0548 0554 0618 0624 0636 0639 0652 0654 0705 0710 0724 0730 0735 0750 0754 0805 0810 0824 0830 0835 0850 00426 00426 00426 00426 00426 00426 00426 00426 00426 00426 00426 00426 00426 00426 00426 00426 00426 00426 00426 00426 00426 00426 NE 61 ST & BISCAYNE BL '\ PZ-21-10935 NE 61 ST & BISCAYNE BLVD 08/20/21 NE61ST&BISCAYNEBLVD - Q NE 61 ST & BISCAYNE BLVD 0.0 fib! EW C0� NE 61 ST & BISCAYNE BLVD 0.0 NE 61 ST & BISCAYNE BLVD 0.0 NE 61 ST & BISCAYNE BLVD 0.0 NE 61 ST & BISCAYNE BLVD 1.5 NE 61 ST & BISCAYNE BLVD 0.0 NE 61 ST & BISCAYNE BLVD 0.0 NE 61 ST & BISCAYNE BLVD 0.3 NE 61 ST & BISCAYNE BLVD 0.3 NE 61 ST & BISCAYNE BLVD 0.2 NE 61 ST & BISCAYNE BLVD 0.0 NE 61 ST & BISCAYNE BLVD 0.0 NE 61 ST & BISCAYNE BLVD 0.0 NE 61 ST & BISCAYNE BLVD 0.1 NE 61 ST & BISCAYNE BLVD 0.0 NE 61 ST & BISCAYNE BLVD 0.5 NE 61 ST & BISCAYNE BLVD 0.3 NE 61 ST & BISCAYNE BLVD 0.0 NE 61 ST & BISCAYNE BLVD 1.0 NE 61 ST & BISCAYNE BLVD 1.0 NE 61 ST & BISCAYNE BLVD 0.1 NE 61 ST & BISCAYNE BLVD 0.0 NE 61 ST & BISCAYNE BLVD 0.0 NE 61 ST & BISCAYNE BLVD 0.1 NE 61 ST & BISCAYNE BLVD 0.0 NE 61 ST & BISCAYNE BLVD 0.0 NE 61 ST & BISCAYNE BLVD 0.0 NE 61 ST & BISCAYNE BLVD 0.0 NE 61 ST & BISCAYNE BLVD 2.3 NE 61 ST & BISCAYNE BLVD 0.0 NE 61 ST & BISCAYNE BLVD 0.1 NE 61 ST & BISCAYNE BLVD 0.0 NE 61 ST & BISCAYNE BLVD 0.0 NE 61 ST & BISCAYNE BLVD 0.0 NE 61 ST & BISCAYNE BLVD 0.1 NE 61 ST & BISCAYNE BLVD 0.0 NE 61 ST & BISCAYNE BLVD 0.0 NE 61 ST & BISCAYNE BLVD 0.4 NE 61 ST & BISCAYNE BLVD 0.0 NE 61 ST & BISCAYNE BLVD 0.0 NE 61 ST & BISCAYNE BLVD 0.0 NE 61 ST & BISCAYNE BLVD 8.2 NE 61 ST & BISCAYNE BLVD 0.0 NE 61 ST & BISCAYNE BLVD 0.3 NE 61 ST & BISCAYNE BLVD 0.1 62 OUTBOUND MIDDAY 08:30AM-02:59PM 0852 00426 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 62 OUTBOUND OUTBOUND OUTBOUND OUTBOUND OUTBOUND OUTBOUND OUTBOUND OUTBOUND OUTBOUND OUTBOUND OUTBOUND OUTBOUND OUTBOUND OUTBOUND OUTBOUND OUTBOUND OUTBOUND OUTBOUND OUTBOUND OUTBOUND OUTBOUND OUTBOUND OUTBOUND OUTBOUND 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 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 0905 0910 0922 0930 0935 0950 0952 1005 1010 1022 1030 1035 1050 1052 1105 1110 1122 1130 1135 1150 1152 1205 1210 1222 00426 00426 00426 00426 00426 00426 00426 00426 00426 00426 00426 00426 00426 00426 00426 00426 00426 00426 00426 00426 00426 00426 00426 00426 3.0 62 OUTBOUND MIDDAY 08:30AM-02:59PM 1230 00426 NE 61 ST &BISCAYNE BL * ! mis sabmnai znreane "„ Wr�e.7haa°°iieaaad Ne inbnn,end recnn,menaation NOTIC neadsmb a hed iee mrt win bmenn� fet tnnh i i=i°"-na at the public hear or a enai ee PZ-21-1093 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 A'------------- 0.0 �Vl-‘iPPifti G 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 n the City of king bcdywill ng to render San 62 OUTBOUND LATE NIGHT 08:00PM-03:00AM 2037 00426 NE 61 ST & BISCAYNE BL * f r his aadm al erda New rein "'‘.Tx. 62 OUTBOUND LATE NIGHT 08:00PM-03:00AM 2044 00426 NE 61 ST & BISCAYNE BL 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 IP 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 4aR 62 OUTBOUND LATE NIGHT 08:00PM-03:00AM 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 public hearing re wM1h timelines set forth in the city of The applicade decision -making bodywill formation at the public hearing to render a ommendati on or a final decision. PZ-21-10935 08/20/21 Route 62 West his submd 3LCOrr ROUTE DIRECTION PEAK TIME STOP ID LOCATIONin 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 al needs to be scheduled for a public hearing az with timelines set forth in the City of .The applicd Lie decision -making bodywill nfennation at the public hearing to render a commendation or a final decision. PZ-21-10935 08/20/21 21.01 62 INBOUND MIDDAY 08:30AM-02:59PM 1315 07637 NE 62 ST & BISCAYNE BLV This submd nm 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 al needs to be scheduled for a public hearing with timelines set forth in the City of ance applicd Lie decision -making bodywill nfennation at the public hearing to render a commendation or a final decision. PZ-21-10935 08/20/21 24.0 62 INBOUND LATE NIGHT 08:00PM-03:00AM 2115 07637 NE 62 ST & BISCAYNE BLV 1 his aobm Cora �ewme i A.9� 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 BLVI 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:OOPM-03:OOAM 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 public hearing a wM1h timelines set forth in the city of .The applicade decision -malting bodywill nformation at the public hearing to render a commendall on or a final decision. PZ-21-10935 08/20/21 c o_sa Route 79 East I N OT I ` Thlsa°bmnaineaaemb a hea°ee Mam;�e:m a P°�aed o reNewthe lnmrmation at the pubic °°°rafine PZ-21-10£ 1 79 OUTBOUND AM PEAK 06:OOAM-08:30AM 0618 00706 NE 79 ST & BISCAYNE BLVD°mme°da 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 'rev W 79 OUTBOUND AM PEAK 06:OOAM-08:30AM 0754 00706 NE 79 ST & BISCAYNE BLVD 13.2 , :.. 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 -making body WILL hearing to renders decision 35 Route 79 West mlaaobm ccortlanre Mia Kobe. reNewthe A '9,(A 3.8 'Ttv/ 6.8 NI OT I 1 alneeds ob achetl°e wkh timelines set' Thaappliw lab ivic lntormation at the public omme°tla °°°rafin. PZ-21-105 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-rrialung body will hearing to render it decision. 35 4 Route 93 North c, O 4- 4 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 NOTICE This submittal needs to be scheduled fora public hearing in accordance wM1h timelines set fodh in the City of Miaml Code. The applica de decision -making bodywill review the Information at the public hearing to render a recommendation or a final decision. PZ-21-10935 'Q 08/20/21 Q 31.3VlEW Cp' 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 21.3 135.0 131.0 19.8 18.0 26.1 15.7 26.5 14.1 9.6 20.6 12.5 ROUTE 93 93 93 93 93 DIRECTION OUTBOUND OUTBOUND OUTBOUND OUTBOUND OUTBOUND Route 93 South 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 TIME 0545 0555 0609 0622 0635 STOP ID 00037 00037 00037 00037 00037 LOCATION BISCAYNE BLVD & NE 79 S BISCAYNE BLVD & NE 79 S BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 79 ST This submittal needs to be scheduled fora public hearing In accordance wM1h timelines set fodh in the City of Miaml Code. The applicade decision -making bodywill renew the Information at the public hearing to render a recommendation or a final decision. 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 PZ-21-10935 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 • r ROUTE DIRECTION PEAK TIME STOP ID LOCATIONIn Thia ao 112 OUTBOUND EARLY AM 02:45AM-05:59AM 0449 00706 NE 79 ST & BISCAYNE BLV 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 bmittal needs to be scheduled fora public hearing a orb once wkh timelines set forth in the City of Code. The applicade decision -making bodywill the Information at the pubc hearing to render a recommendation or a final decision. PZ-21-10935 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 NE 79 ST & BISCAYNE BLVI hiaaad 112 OUTBOUND MIDDAY 08:30AM-02:59PM 0932 00706 NE 79 ST & BISCAYNE BLVP In G e„ w 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 1� 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 public hearing ore once wkh timelines set forth in the city of ode. The applicade decision -making bodywlll he information at the public hearing to render a recommendation or a final decision. PZ-21-10935 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 and 112 OUTBOUND MIDDAY 08:30AM-02:59PM 1434 00706 NE 79 ST & BISCAYNE BLVP In ' ;„. 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 public hearing orb once wkh timelines set forth in the City of :ode. The applicade decision -making bodywlll he information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 184.0 112 OUTBOUND EVENING 06:OOPM-07:59PM 1930 00706 NE 79 ST & BISCAYNE BLVD 1 112 OUTBOUND EVENING 06:OOPM-07:59PM 1941 00706 NE 79 ST & BISCAYNE BLVD Thllnaa 112 OUTBOUND EVENING 06:OOPM-07:59PM 1943 00706 NE 79 ST & BISCAYNE BLVD revlow 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2008 00706 NE 79 ST & BISCAYNE BLVD IPA `--- 47 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2019 00706 NE 79 ST & BISCAYNE BLVD 112 OUTBOUND LATE NIGHT 08:OOPM-03:OOAM 2045 00706 NE 79 ST & BISCAYNE BLVD 1��F 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 public hearing recot once wkh timelines set forth in the City of Code. The applicade decision -making bodywlll The information at the pubc hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 Route 112 W * 1 This submi Mom � rewewthE 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 public hearing once wkh timelines set forth in the City of le. The applicade decision -making bodywill Information at the public hearing to render a ecommendati on or a final decision. PZ-21-10935 08/20/21 143 I 112 INBOUND MIDDAY 08:30AM-02:59PM 0946 00712 NE 79 ST &BISCAYNE BLVD This submi Mom � rewewthE 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 public hearing once wkh timelines set forth in the City of le. The applicade decision -making bodywlll Information at the public hearing to render a ecommendall on or a final decision. PZ-21-10935 08/20/21 112 INBOUND MIDDAY 08:30AM-02:59PM 1458 00712 NE 79 ST & BISCAYNE BLVD * / 112 INBOUND PM PEAK 03:OOPM-05:59PM 1506 00712 NE 79 ST & BISCAYNE BLVD Thissubmi 112 INBOUND PM PEAK 03:00PM-05:59PM 1511 00712 NE 79 ST & BISCAYNE BLVD In RCM rewewthE 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 public hearing once wkh timelines set forth in the City of le. The applicade decision -making bodywill Information at the public hearing to render a ecommendall on or a final decision. PZ-21-10935 08/20/21 411.0 I 112 INBOUND LATE NIGHT 08:00PM-03:00AM 2027 00712 NE 79 ST &BISCAYNE BLVD * 1 This submi yam o rewewth[ 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 public hearing d once wkh timelines set fodh in the City of tle. The applicade decision -making bodywlll information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 Route 202 North 1 NOTIC alneetls ob echetl �tih wM1h timelines set for Information at the public h recommentlation or a final i PZ-21-109: 08/20/21 ROUTE DIRECTION PEAK TIME STOP ID LOCATION hissobm ccortlanre 202 NORTHBOUND 830 AM Peak 1229 NE 54 ST NE 1 AV M„I��tle.meapplhaaetl�l.on the 202 NORTHBOUND 830 AM Peak 1229 NE 54 ST NE 1 AV J+04 202 NORTHBOUND 930 Midday 1229 NE 54 ST NE 1 AV 1.It, 202 NORTHBOUND 1015 Midday 1229 NE 54 ST NE 1 AV 4.3 ReVl EW 202 NORTHBOUND 1100 Midday 1229 NE 54 ST NE 1 AV 1.8 202 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 Ir a pubec healing h in the City of maing body will ri gto renders ecitlon 5 Route 202 South 1 N OT I C alneetls ob echetl �tih wM1h timelines set for Information at the public h recommentlation or a final i PZ-21-109: 08/20/21 ROUTE DIRECTION PEAK TIME STOP ID LOCATION hissobm ccortlanre 202 SOUTHBOUND 756 AM Peak 1226 NE 54 ST NE 1 AV M„I��tle.meapplhaaetl�l.on the 202 SOUTHBOUND 856 AM Peak 1226 NE 54 ST NE 1 AV J+04 202 SOUTHBOUND 930 Midday 1226 NE 54 ST NE 1 AV 4.It, 202 SOUTHBOUND 1015 Midday 1226 NE 54 ST NE 1 AV 3.7 ReVl 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 Ir a pubec healing h in the City of maing body will ri gto renders ecitlon 5 This submittal needs to be scheduled fora public hearing in ccordonce wM1h timelines set forth in the City of Miami Code. The applicade decision -malting bodywill renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 Appendix G Growth Rate Calculations Growth Rate Summary Station Number Location Historic Growth SERPM Gro ik 0.54% 10-year 2010 2040 0103 NE 82nd Street -- 750' east of NE 7th Avenue 3.77% 28,226 32,780 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 public hearing in accord once wM1h timelines set forth in the City of Miami Code. The applicade decision -malting bodywill renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 K:\FTL_TPTO\143184000 Eastside Ridge CDMP Update \ Gales \Growth\Growth Rate Summary.xls This submittal needs to be scheduled fora public hearing in ccordonce wM1h timelines set forth in the City of Miami Code. The applicade decision -malting bodywill renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 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 NOTICE This submittal needs to be scheduled for a pubic hearing In accord ancewM1h timelines set forth in the City of Miami Code. The appllcca de decision -ma Xing bodywill renew the Information at the pubic hearing to render a recommendation or a final decision. PZ-21-10935 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 puboc hearing In accord and wM1h timelines set forth in the city of Miami Code. The appllcca de decision -mating bodywill renew the Information at the pubec hearing to render a recommendation or a final decision. PZ-21-10935 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 NOTICE This submittal needs to be scheduled for a puboc hearing In accord anrewM1h timelines set forth in the City of Miami Code. The appllcca de decision -ma Xing bodywill renew the Intonation at the pubdc hearing to render a recommendation or a final decision. PZ-21-10935 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 puboc hearing In accord and wM1h timelines set forth in the city of Miami Code. The appllcca de decision -mating bodywill renew the Information at the pubec hearing to render a recommendation or a final decision. PZ-21-10935 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 NOTICE This submittal needs to be scheduled for a puboc hearing In accord anrewM1h timelines set forth in the City of Miami Code. The appllcca de decision -ma Xing bodywill renew the Information at the pubdc hearing to render a recommendation or a final decision. PZ-21-10935 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 puboc hearing In accord and wM1h timelines set forth in the city of Miami Code. The appllcca de decision -mating bodywill renew the Information at the pubec hearing to render a recommendation or a final decision. PZ-21-10935 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 NOTICE This submittal needs to be scheduled for a pubic hearing In accord ancewM1h timelines set forth in the City of Miami Code. The appllcca de decision -ma Xing bodywill renew the Information at the pubic hearing to render a recommendation or a final decision. PZ-21-10935 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 puboc hearing In accord and wM1h timelines set forth in the city of Miami Code. The appllcca de decision -mating bodywill renew the Information at the pubec hearing to render a recommendation or a final decision. PZ-21-10935 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 NOTICE This submittal needs to be scheduled for a pubic hearing In accord ancewM1h timelines set forth in the City of Miami Code. The appllcca de decision -ma Xing bodywill renew the Information at the pubic hearing to render a recommendation or a final decision. PZ-21-10935 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* NOTICE This submittal needs to be scheduled for a puboc hearing In accord and wM1h timelines set forth in the City of Miami Code. The appdce de decision -ma king bodywill renew the Information at the pubdc 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-21-10935 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 NOTICE This submittal needs to be scheduled for a pubic hearing In accord ancewM1h timelines set forth in the City of Miami Code. The appllcca de decision -ma Xing bodywill renew the Information at the pubic hearing to render a recommendation or a final decision. PZ-21-10935 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 — a 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: Trend Annual Historic Growth Rate: Printed: 0.47% 0.18% 5-Feb-20 Straight Line Growth Option Year Miami -Dad 5060 SR 5/US Traffic (AD Count* NOTICE This submittal needs to be scheduled for a puboc hearing In accord and wM1h timelines set forth in the City of Miami Code. The appdce de decision -ma king bodywill renew the information at the pubdc 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-21-10935 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 NOTICE This submittal needs to be scheduled for a pubic hearing In accord ancewM1h timelines set forth in the City of Miami Code. The appllcca de decision -ma Xing bodywill renew the Information at the pubic hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 Traffic Trends - V03.a SR 5/US 1 -- 200 feet north of NE 71 Street County: Station #: Highway: 50000 — 45000 — a as ai ▪ 35000 — z > 30000 — ca � ca 20000 — a, 15000 — a) Q 10000 — 40000 — 25000 — 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: Trend Annual Historic Growth Rate: Printed: 12.46% 0.49% 5-Feb-20 Straight Line Growth Option Year Miami -Dad 5065 SR 5/US Traffic (AD Count* NOTICE This submittal needs to be scheduled for a puboc hearing In accord and wM1h timelines set forth in the City of Miami Code. The appdce de decision -ma king bodywill renew the information at the pubdc 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-21-10935 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 NOTICE This submittal needs to be scheduled for a pubic hearing In accord ancewM1h timelines set forth in the City of Miami Code. The appllcca de decision -ma Xing bodywill renew the Information at the pubdc hearing to render a recommendation or a final decision. PZ-21-10935 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) a) ca a) Q 20000 — 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: Trend Annual Historic Growth Rate: Printed: 9.60% -1.54% 5-Feb-20 Straight Line Growth Option Year Miami -Dad 5068 SR 5/US Traffic (AD Count* NOTICE This submittal needs to be scheduled for a puboc hearing In accord and wM1h timelines set forth in the City of Miami Code. The appdce de decision -ma king bodywill renew the information at the pubdc 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-21-10935 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 NOTICE This submittal needs to be scheduled for a pubic hearing In accord ancewM1h timelines set forth in the City of Miami Code. The appllcca de decision -ma Xing bodywill renew the Information at the pubdc hearing to render a recommendation or a final decision. PZ-21-10935 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 — as ai 14000 z 12000 — 10000 — a a) 6000 — ca a) Q 4000 — 8000 — 2000 — 0 O Observed Count Fitted Curve 2009 2014 2019 2024 Year 2029 2034 Trend R-squared: Trend Annual Historic Growth Rate: Printed: 21.21% 1.05% 5-Feb-20 Straight Line Growth Option Year Miami -Dad 5355 SR 944/NW Traffic (AD Count* NOTICE This submittal needs to be scheduled for a puboc hearing In accord and wM1h timelines set forth in the City of Miami Code. The appdce de decision -ma king bodywill renew the information at the pubdc 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-21-10935 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 NOTICE This submittal needs to be scheduled for a pubic hearing In accord ancewM1h timelines set forth in the City of Miami Code. The appllcca de decision -ma Xing bodywill renew the Information at the pubic hearing to render a recommendation or a final decision. PZ-21-10935 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 y 10000 — a) z a) > 8000 — ca a a) ca a) 6000 — 4000 — 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: Trend Annual Historic Growth Rate: Printed: 3.98% 0.82% 5-Feb-20 Straight Line Growth Option Year Miami -Dad 7066 NE/SE 2 A Traffic (AD Count* NOTICE This submittal needs to be scheduled for a puboc hearing In accord and wM1h timelines set forth in the City of Miami Code. The appdce de decision -ma king bodywill renew the information at the pubdc 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-21-10935 08/20/21 9500 9600 9700 9800 9900 9900 10000 10100 10200 10200 *Axle -Adjusted This submittal needs to be scheduled fora public hearing in ccordonce wM1h timelines set forth in the City of Miami Code. The applicade decision -malting bodywill renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 SERPM Analysis r 7 NJ 11 391 '70 123 1769 568 888 9809 1368 w W 20828 23246 528 NJ ^,�' 21567 1283 T w 8591 M 1337 41=3837376512 r 29272 527102 NW 62nd 21691 16677 8 NW 54th 'street 29272 NW 46th 'treet Eastside Ridge CDMP 2010 Volumes SERPM 7.071 W 0 oo 18497 28757 28531 14355 17329 I-- tT oo 2682 28940 29507 28226 1�99 N 28079 NE 79th Street 6999 7110 4383 NE 71st Street 1955 01 rn 5652 11449 M b O 0 NOTICE This submittal needs to be achedu led fora public hearing in accord ance with timelines set forth in the City of Mlaml Code. The apptica tie decision -malting body MI renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 A'• 08/20/21 *:?‘"/ Aw.✓IEW GO ,. ` CD 6 252 4922 11131 N O co co O NJ NJ W rn 20298 c Doc (Licensed to Kimley Horn and Associates Inc) E03 129 CO 51 475 NJ W 1.176 L8936 1033 418 29374 1013 oo oo 3058 22924 27365 co co 8912 32959 F NJ l0 w to CO 886 29193 1803 1331 11675 71q5 39co 7561i ▪ 10940 11) 3958 °M' 175611 59/8427 \ ;2!3563:1 w• pt Ln • r36421 33837 33837 �33144 NW 62nd S 33780 8851 NW 46th Eastside Ridge CDMP CF2040 Volumes SERPM7.071 10894 27777 r Ul 6461 tree 46908 91 7 Z 3 CD 30021 CD 27522 22905 34120 35657 10143 25531 21998 N r O 5786 11316 34183 NOTICE This submittal needs to be scheduled fora public hearing in accordance wM1h timelines set forth in the City of Miami Code. The appliwGe decision -making body will renew the information at the pubec hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 32780 27342 Stp 261 w �gr2 00 Iv 35345 w 25756 1182 -p NE 79th Street r 00 00 00 10604 w U▪ ) r 1074.9. 7468 NE 71st Street, Z m m c CD 63030 5136 5685. M '-g 14498 16019 CD 7760 15023 w aT 16331; 71834 31665 mac (Licensed to Kimley Horn and Associates Inc) This submittal needs to be scheduled fora public hearing in ccordonce wM1h timelines set forth in the City of Miami Code. The applicade decision -malting bodywill renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 Appendix H Committed Developments Traffic Impact Analysis for Submittal to the City of Miami This submittal needs to be scheduled fora public hearing in accordance wkh timelines set forth in the City of Miami Code. The applica decision -making body will renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 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 I. 95 z J 14 4090 J ay 3J 11P 7 J14 r 30 414 r30 L J14 r r 49� iT Garage 1 A2 30 Garage 82/83 22 aJ 11P 20 - 3, 33 414 r 414 5 J 3 7 J1 0 OJ 50 J1 J 11P J y � 7 1 L5 .13 414 r3 6J 11P i 1.14 J14 r J NE 39th Stre Ga age 81 414 ay J1 J L Garage * r/ Driveway AS 0 A. SO re 11 JJ14 NOTICE I i 5 7 F�Kimley-Horn I 1 and Associates, Inc. J 15 ,3 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 accordance wM1h timelines set forth in the City of Miami Code. The applica decision -malting body will renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 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 Study Roadway 4110 Study Intersection •Project Driveway 254 Project Traffic 15 • 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 public hearing in accordance wM tmelin® 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-21-10935 08/20/21 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 fora public hearing In accord amen with dmetines set forth In the city of Miami Code. The apptica be decision -malting body will review the information at the public hearing to render a recommendation or a final decision. P. a3 NE 39th Street CO ar m PZ-21-10935 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 T 3 ai j •1 0 80 80 Z «114 NE 36th Street 2 Kimley >>» Horn © 2014 • 23 J 55 y 4 6 J • • LL 18 Legend — S � •/ S M This submittal needs to be scheduled fora public hearing in ecoedanee with timelines set forth in the City of Miami Code. The applica de decision -making body will renew the information at the public hearing to render a recommendation or a final decision. P. R m NE 39th Street ar y m - 9 • PZ-21-10935 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 public hearing in accordance wkh timelines set forth in the City of Miami Code. The applicade decision -making body NC renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 NOT TO SCALE NW 62nd Street (32) 62 A. 3)) („0) 4 36 (144 69 (142) Kimley>»Horn (79) ,66 r (126) 248 4 NE 67th Street t 34 (9,) (292) T 29 (91) 34N J 4 i 41 (128) 1 (63) 124 h 1 34 47 (146) 4114 r t2 r6 • 347) z r 1762(32) JJ 411 r Dr.. t 24 (73) 4. 71 (219 tr -12222 (71) (261)66_ 22((3 ) ) ,6e (66) , 623 (32) r+ 74 NOTICE 294 (,60) nd (6,0) 14 s24 �a) (206) 402 06) 402 h 1 r (79) 164 NE 60th Street l4 r35 ✓ I 14 44 21h L6 (,e) r,2 (36) r l4 ht 7' Project Driveway 5 11 9„ 387 39 Driveway 12 61 (22,0) 86 I r (268) (47) 3 93 i Driveway Project Project Drrvreleacyt11 Driveway 13 L ]6 i 3, 22 C 71 « 6 v L 16 " - 68 (53 ss Tm dy 7 (16 [6 [e p vv (23) (109) J 4 (237) 4 4 ,m (236) 41 4 106 (207) J 4 .93 0) 14 r,6 (9) „6) 183) , 8) T 225 40 60� I ✓ (63),24J ▪ (3,0) 6 70) ,3a 1 Drry a0 46) 12 23 7 Project --- _ 124 (63) I (200) 66 4 (2 )(47) 47 'SSA J1 1 r (47) 93 J (,68) 309 1 (9) ,4 (,86) 306 (107) 161 J (24) 46 J („6) 167 (99) 136 _ I NE 59th Terrace 6.1 Pro ect Driveway 8 28) e) °6 h I NE 60th Street 10) 36 .1"'8) 6•5 172 r,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 44 c a°O ZO go mp NW 62nd Street NE 60th Street Kimley»Horn l4 Driveway 12 Project Driveway 13 la J J Driveway 9 a —• 10 7 J 16 NE 59th Terrace NE 59th Street J Driveway Pro ect Driveway prZZZ NOTICE 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 H 1V, NOTICE This submittal needs to be scheduled for a pubic hearing In accordance 0e, timelines set forth in the City of Miami Code. The apphca Fie decision -ma Xing bodyoiIL W th ' to ati t th p bli h' g t d recommendation or a final deciv on. PZ-21-10935 Roadway Segment Direction 2025 Background g A.M. Peak Hour Total Volume A.M. Peak Hour Diversions A.M. Peak Hour 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 Total Ca.. A446. (C) 0$/20/2 I �.. / ,L1/4 y Q�ur o Q - Service r,�+ C 9Y 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 ��i N 1Vw NOTICE This submittal needs to be scheduled for a pubic hearing In accordance 0t, timelines set forth in the City of Miami Code. The appdra Fie decision -ma Xing bodywlll W th ' to ati t th p bli h' g t d recommendation or a final deciv on. PZ-21-10935 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 Hour Net New Trip Assignment P.M. Peak Hour pass -By Trip Distribution P.M. Peak Hour Pass -By Trip Assignment 2025 with Project Traffic P.M. Peak Hour Total Volume IV} ^�\ • 9 `0 Tu REvi /18/'L0/'L I ik / / Ne 0 AI our - Service EW CD 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% Dut 0 Westbound 891 0 0 0% In 0 -44% In -89 1,968 2,817 849 D.699 C 36% Out 1,083 44% Dut 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 PUSLJ 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: at O A '0' NOTICE This submittal needs to be scheduled fora public hearing in accordance with timelines set forth in the City of Miami Code.The applicade decision -making bodywill renew the infonnaion at the pubs hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 REv,EW CO 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 410 PUB(' i )> Horn Ms. Tapanes Llahues G 0 re (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 submRtal needs to be scheduled for a public hearing in accordance with timelines set forth in the. City of Miami Code. The applicable decision -making body Hill review the information at the public hearing to render recommenda0on or a final decision. PZ-21-10935 08/20/2 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. n 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. al: Tieeain Smay Dvlpet Pa.. Paor Ti.. Paor Gnrtorp Gnrto rvosy Apoe,2,1 rpsd 120 147 Nt Cag819 Sincerely, I KIMLEY-HORN AND ASSOCIATES, INC. Adrian K. Dabkowski, P.E., PTOE Attachments K:\FTL_TPTO\043752001-Sabal Palm Village \correspondence\Trip Generation Statement.docx { \;‘'.*N.**O111111!///../ .4.: 78828 i * — 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 1 V4. coR C This submittal needs to be scheduled fora public hearing in ccordonce wM1h timelines set forth in the City of Miami Code. The applicade decision -malting bodywill renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 Attachment A NOh1:0-SCALE Kimley>»Horn © 2021 This submittal needs to be scheduled for a public nearing ccordance wrtn mernes set forth in the City of Miami Code. The applicable decision -making body will renewthe information at the pu btc hearing to render a recornrnendais on or a final teem on. PZ-21-10935 08/20/21 Figure 1 Location Map Saba! Palm Village at Flagler Trail fka Eastside Ridge Miami, Florida This submittal needs to be scheduled fora public hearing in ccordonce wM1h timelines set forth in the City of Miami Code. The applicade decision -malting bodywill renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 Attachment B AM PEAK HOUR TRIP GENERATION COMPARISON PREVIOUSLY APPROVED WEEKDAY AM PEAK HOUR TRIP GENERATION NOTICE This submittal needs to be scheduled for a puboc hearing In accordance wM1h timelines set forth in the City of Mlami Code. The appdce de decision -ma Xing bodywill renew the Information at the pubec hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION BASELINE TRIPS MULTIMODAL REDUCTION GROSS TRIPS INTERNAL CAPTURE EXTERNAL VEHICLE TRIPS PASS-B CAPTURE 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\talcs\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 NOTICE This submittal needs to be scheduled for a puboc hearing In accordance wM1h timelines set forth in the City of Mlami Code. The appdce de decision -ma Xing bodywill renew the Information at the pubec hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION BASELINE TRIPS MULTIMODAL REDUCTION GROSS TRIPS INTERNAL CAPTURE EXTERNAL VEHICLE TRIPS PASS-B CAPTURE 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 \talcs\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 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 This submittal needs to be scheduled fora public hearing in accord once wM1h timelines set forth in the City of Miami Code. The applica decision -malting body will renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 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 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 This submittal needs to be scheduled fora public hearing in accord once wM1h timelines set forth in the City of Miami Code. The applica decision -malting body will renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10935 08/20/21 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 BOUNDARY AN LEGAL DESCRIPTION: TOPOGRAPHIC SURVEY LOCATION SKETCH A PORTION OF SECTION 19 TOWNSHIP 53 SOUTH, RANGE 42 EAST CITY OF MIANII, MIAMI-0ADE COUNTY. FLORIDA NOT TO SCALE Black 1, 2 and 4 of "SABAL PALM COURT, accerdng 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 al Sabel Palm Courtrecorded in Plat Book 46 at Page 66 of to Public Records of Mimi -Dade County, Florida, bears North 87.66 21' East All distances as shown are based on the US Survey foot. This BOUNDARY AND TOPOGRAPHIC SURVEY is based on (i) the underlying slat of 'SABAL PALM COURT' recorded in Platt Book 46 at Page 66; and (i) 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. Plated dimensions (P) re based on the said underlying plat of "SABAL PALM COURT'. Measured dimensions (M) are based on (trect and indirect measurement of vered 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 iC) 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 USCG disc located in the west face of north column of overpass on the NE 37 Street, 20' south of the center line projected from the East and from Me HWY 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 noted above, and meets or ceeds 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 005 feet times the square root of the distance in miles_ TheSubject Property does lie within a Special Flood Hazard Area (SFHA) s shown on the National Flood Insurance Programs, Flood Insurance Rate Men for Miami -Dade County, Florida and Incorporated Areas Map No. 12066C0304L, Community N. 12065D 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 the 0.2% annual chance flocdplain The Right of Way Lines as shown hereon are based on the recorded Plat of Saban Palm Court as recorded in Plat Bock 46, at Page 66, of the Public Records of Miami -Dade County. Fonit , and the City of Miami Mlnicipal Atlas Sheets, Sheet Number 15A. Thu survey does net purport to relied any recorded nstmmenls for Right -of -Way other than those shown on the recorded plat, on the City of Miami Municip& Atlas Sheets or stated in the legal description as it appears on h5 drawing. Tne decinabons and .sements noted on the said plat of Sabel Palm Court are plotted lereon. Thee are no setbacks restrictions niter noted nor are there any ether plottab a re&ricton noted thereon. There may exists addtional easements, rights of way and/or other encumbrances affecting the subject pmpedy not disclosed hereon that a title report would evidence. This Boundary and Topographic Surrey does not extend beyond the elevations and surface locations of the trinities 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 other underground utilities in addition to those evidenced by visible appurtenances as shown on this sketch. The owner or his agent should verify all uMity loratons with the appropriate utility provider Before using. Underground footers have net been located. Although care was taken w'ch the ioentificetion of the trees robed hereon, an arbor., landscape architect, Lutanist, environmental speciali& pothers with advanced education In dendrology should be utilized it critical identBmation of tie 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 of this 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 candy 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 dated 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 Slatulea, as set forth ir Chapter 5J-17, Florida Administrative Code, under Sections 5J-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-10 050(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 Ilcen1c surveyor and mapper. Any additions 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 partes. • M-2640 BBREVIA710N5 ) Colculoted Dimension DimensionMedsured ) Record D W Block BS CoRigStructure h171'I Concrete Chow Ilnk fence Radius M Length Monument Los Q Center Luse SYMBOL LEGEND 17 [Ire FMront WW, water Valve Re dLIght Catch BasIn ws El wire Single Support P. ® Manhole 1,narked ® Electric onnme Maohae Sonita, o- Concrete Pole ® CEonou aoe jConcretePole 51,1 o • post ▪ Wood Pole Wster eler ® Ihnhae mage SW'S Sanitory Sewer Valve 0 Rost e Of UnknownValwee �arernr�a y 174.62'(P)(C) _=9025'00'(P)(0) R=25.00'(P)(C) L=39.45'(P)(C) BOUNDARY AN ZUMWALTS SUBDIVISION (PB. 4 PG. 7) n 9025'00'(P)(C) R 35.00'(P)(C) L=55.23'(P)(C) o you a N TOPOGRAPHIC SURVEY m90V0'00'(P 9=25.) =39.21(32Y(P) .DD'(C) L69.2B'(C) BLOCK 2 (PB 46, PG 66) NOT IMPROVEMENTS SHOWN _=90.00'00'(P) R=25.0(f(P) 352155 39 271 ) R 250(1(C) L=39 26 (C) 1 -0ew 4 • INo 1 =9025'00.(P)( 12=25.00' (P)(C) L=39.451P)(C) —151215"-- BLOCK 1(PB 46,PG 66) NOT IMPROVEMENTS SHOWN BONNA BELLA PLACE (PB- 6 PG. 175) Li U W Llne Se 1,53 42 =90'00'00'(P) R=25.00'(P) L=39.2r(P) ,8938'38'(C) R=25.0V(C) 1.=39.26'(C) :290V0'00'(P) R=25.00(P) L=39.27(P) R=25.00'(C) L 3926'(C) NOT IMPROVEMENTS SHOWN BLOCK 4 (PB 46,PG 66) .� 104'40'44'(P)(C) R=35.00'(P)(C) L=63.94'(P)(C) �,--�2 m rwa rwa R 2500 (P)(C2) a Y = O S O 65Z xso tna io Con g 0) Bi ) • ni 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 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•(P)(66)C) R=25.08 (P)(C) L 3945'(P)(C) NOT IMPROVEMENTS SHOWN iP �ev°�ssi (Pe 46.PG 66) NOT IMPROVEMENTS SHOWN LEP 'e9a5•DD;(P)(c) d=603)33'(PI(C) ▪ n.9so P110 v ..s. semiE 1st papO�STPREET�� . w e a BLOCK 4(PB 46.PG 66) STREET 105685 rva �sma sei a� 0-SD5733"(C)(P) 12-75.00' (C)(P) L-105.96'(C)(P) NOT IMPROVEMENTS SHOWN 5 NOTICE �I�af g M-264D 6,401,39..7 versle,57090. Tree .vev 11,-15 ACAD., BOUNDARY AND TO?OGRAPHIC SURVEY zuM(MLT4S pSJ BW/I SI UN 54th STREET BLOCK 2 (6P 4P.6O ,2) • P;*• • 7:27:.:2911P, 556845(P)(0) NE 51st 5T )11 IP) 1,25.00p) =„4=232,;: .27 P * ** e ee • . ,*,,*" * ,e:r 2P * , Le r ;e •e '.!•*.0:04:**7; * :*..07'i,tk.'% 1' . e , . ,,,, 4/ ,.., .• : ' .'• ii,- ,.„.„ '' ,'' .'',.,." *':, ...;::: ,e.., .."' ,411 I et' 5,:..,,,,,,,,P„,,464. .'.6 ,, , .,4* . ::..,, „, 28578'P88 ,lA P.P0571(P)(C)L'''M(C)',' ** ' 7:1ZM, ,„ t;N e 4•P 1 / . • . 1 .", .• * . *** r e e * , • - r r r . , , , .r. . .01 er ,,, 0 ri '''', r * 2 PV 66 508000.(5).' .' '''"" . BLOCK 4 (PB 46.PG .) 1,39.2,(11 .4' 12:750%(°) 41'0, : r * r L39 2,(0) „ , , ... : 4.'''' . 4T, 12 55 0. 12 5. / 6. I, 1/4) / 1/41 / 55 5. 60 / Boundary Lines shown as reference only PZ-21-10935 08/20/21 M — 2 6 40 1,55 .5015. PAW C505,55 PALM 0111.6. 0.11N NW, 111615,51,161 0.5115,01 56,1,116 LAN 1,1"6 1665,61.51, 6.1,564 .66.101 ram .55506 PA, 6511,101, .5556111,51 FAN 51,151 FAN PALM FAN 115, LAN 55116 5,1,06 51,154.15,561 .555.06 .55ANT PAW LAN 1,06 5111 IAN 6050.1.156 .5.05 PAW .665615,51 5.5556 PAIL, 065.511,1151 .505.5,51 6.1,564 OAK Ra oAlcma 5115 6.5555015,15 0555.5 0555551.151 6.1555.6 OAK 1155 6.45.511,11, 0.1615,01 6.1,564 506.15,151,515 5.3.1111.0 .1.15.5,5150 .551.15,70 566,11.5001.12011 ,565,1555015151.051,11.4 0901.1,055.3. 011.606 .5,115,5110 115.15.11166,5, 51601, 51,5,1 65.15,1,1510 51665, 1151,12.1,00, 6.1,521.1100.1 515,61 ,01155.15,0 6.5.11,55115. 015.1155.1010 5,11,00 .5,561,70 ,051563,5150 101 .55.6,1105 0.055, .05605 06556,1 1655, 05556. 55,551.501515.,2051.1, 0110.5 0111,606 171 166 (.1515165 10 111 20 1,101, 565 CANOPY 1516 15, 110 11, IA 5 16, 15 17 15, 11, 11, 15 BOUNDARY AND TO 0,151111 IL FIT ®_®® MEMEIMMIMENE IIN _®—®® _®_®_ ®_®® MMEMEMMIEN 511 .t, MIME MIMEMEM _®_®®MINMEEMMEMMEEM LA L11 IE o ,t. =a uu ■®®® _=__® __®® MIMMENIN _ -- ■!®®® _®_®® MOMMINIMIUM MIMINMEEM M IN 1511 ,PAw 16 5,51 151 115,11, 1 It 100 555 11101 501 tl MEINIMMEMI MEMMEMEN ®®® IEEE" ®® _®®_® 1n®® ®_®® MMISMEMMEMEIBM MIIMEMENN ----® ----® IMMO 01 1101 5151 551 01 51, PIA if 110,51 SHAME 511,117.51.1, 5.55,1,1511-110 11/5.15.10.050 5,15,510.01, 0150,5.0. 51,11,10.051,1 ,151105.51.51,51115 11,5.1/111.115 5,0130.51,11.4.15 0110.5111111,0 501.111,105,1111 1.1.5.50,5115101 .501,11510., 50110.55,151,0,11 50.6,50,10,0 0511.1510 11011,11. ,5,1,15,1110 5,5015110 Eli 11 11055551.5.015 001/101 "AN, 1151/0511. OGRAPHIC SURVEY CAXOPY .5.051.05 AIM 6505155.1 55.1.15/51,0 51550. If INN 115.01560.117.5.515 6155,62,55,.1 015.1. 6555150.55.6156 1110, .55155.0.0 66.11101.1160.1 5.511.10,11.10 6565.155,5110 1110, 5,145.10.56,5151. 56.1.17045,15, 11, SS 51, 0,1,050 IL 01 AI 515,06.15,51.1 1515.,2,550.1 6.51/17.1560.1 51550. If INN 50100..1 II 10" IV 11 TT O. FAN 5,51 551.5.5555,6500 6555.15.4.55,0 .1110.10 11 5150515,11.1, 55,115,5/5,0 165 10 55,0,6.40.565,11.015 5516,505115,5,1,0,165. 0550,15,06.550.15,4 55.1.15/51,0 115, 51. .55,11,100 01, 05.5.50516,0015.55. 505,156/15.515 1...5511,65,051155. 6,151 66.11101.1160.1 55 .61 IN. 57894-4 51, No 11. 4.9.70 1191 VAC .991 .11 1.9191 13.99 1999 139, 1190 4.11 4,91 1100 ALELL TYPE SAY 9.9991 9990. PALM 119.9999 ,911,099.9.9 .19.9111999 9.9.1.191 910011.0.110.19,11 99,1911119.99 99.11 9019.10.1.1 .9191 9919.99.911.1 091009109,91191 9191019.99991. 991,197.9.9191119.1.01 911.91 0.0.91.91.99 .90.11.11.191 009999 190911999, YAM 47.191.9911.1 9.999.09.499991, 991.1919. 9410.1.1 9.919 91999.1199919 0011,99 PAW .191519,999.11 P., 999.1099.191.. 9.99.004111,991 90090999 Mt. 99.9191109911.911.99 0.11,9919.999 CL/919 PAW 9111 ,999949.11, 99114.0,119. 9.0.119991.99 ,9999011.1.1 BOUNDARY AND TO?OGRAPHIC SURVEY 9.990/11911.999910 991,.1991990,0,911,191.1 9.911.1.11911. 10,1019.10911.1 9.1194170 009.991.11.10,91. 119,191.91.11. 991111119.1,111. 9.19,10991 999,1119.1.0111 9,9919,19.91.91,913.91.. 1009,91, 019.01.19 1.9.9109, 19/91 91.1191.1.919190 9.9.111.9999. 5910.9119.1941910 9099.909.9.919990. 991.9.141.991.90 111.119.11.19.01 Mt. 990.0930111,99,9 9.1914190 101919.1,91.11101 .51.91,1991.911.9.1.99 61.11111.1, 90.199911. 0011090.99.1.19, 1.119919.0 9.991.1.9.991.199 0099.9191,10.99.9 51990.9.1..0 9/.191.90 9.990.91.99.11990.19191 1.1909.9.19 7999.0161.099999910.19,9 1919,11,919191.10 9999.9990,1,119.9,191111 9011111. 91.91,991,9911.1.1.991 50,11.10999.999.019.994 1.911,190.919.9099191, 09.1.010 99,91,01.1 SAW 99.1990,99 100.9,1111 9.1.1991.1990 11.99,90 5,99111119,99.119 019.09.1.10.11 9.01911.919919.1,0 1134111 199 12 119 111 119 19 LEL 191 07.9 999411 91. 19, 9991 191,11919.9. 191 199 11.9 11.9 BOTANICAL NANO 119.9.111.1.99 111991 0 RI .91 TO 11 091919,119910.0., ROOTS CANOPY Flevallon 10.101, ,110.0.9.0.9100 9119.9.11,10 9.1.1,11199,10 999,9911.9.11970 9.011,19.1.910 91911119.999170 0.1191.9991109 010991921,1199.01. 9.99.119./119 0A0.19 MAW.. 9,91,91/.9919.90.119. 9.91.11,111901119.9991 9..9.11.911011.999099191. 9.19.9119/111999.1.9. 91.11.19,10 9199071910.0.1 9/191,11,910 11.191.999,10 990.1.1.19111 1111,111.110 1.1.1119,191,10 00.91.99910199.90141,11 019.10901099111.10999919. SALTY, Y061,OLEIANT 0.111111,0 11,1119.99,1. 9119.9.11,10 1,19.1 9.01.11.1990.910 91911119.999170 .0.19,01.0999111 99.10.1.19 0.11.9.0.11991,0 11.9.1119199,119 9.1.1191/119 MMiMMIIIMEMMEIM 2190. .0919991991 9.9919,9911.91 040510,114 9199.1 010.011/111 9.918,91.11999 019919,9911.91 911.9.1991 10.91.10090.9. 9.991 .09.01.9111 91911 999.1991/01.9 099090.. SAW 9.09991199.191.9091 1.9190 .0905.1.01/111 11.990,0911.9 19191,11.991 S.1999.69 PAW .111.911,99 MITANICALNAME 9.1901.19,11.1.909 109,001.0 .0110919.1.1.9.9.0 99909911.11...0 1,1170 999.19,19.199 .911199.9999.90 9909.997011.1099 AN. 911999 5.99.11.1.191.10 9.1.01.119,799 9,11.90 11.91111119.9. 919011,991919110 9.1.119991999.999 991,9,19,991790 9.991.19,19.99 1991101.99.9099 99001112.9.00.1 SAS. 19.1111799. 9.99.0119.99.919919 9,11.90 1999.1111.9. 091.11.001.1910.1.999 991691.91111,9 9.9.11999.99.999 9.1099199190. 9.12.19,991790 11991119.11.10 .919190001. 99.11.09.11010,99 1919,91111.999 1.99.911.1.1,110 00. IL 110,00.1119,911 SA.90,19 PAW 9119.1 19.1.9.1911910 511.19,994919.110 991691.9.991.199 9.1.11999199.1999 5.0419911.0.1910. 191.13.199.19991790 991.19,19.99 99919,993191091 199.91119.999.90 91.11.109.9 19.09 19191,119999 0,9090.90,99191 19911.919 119.9. 91999109119.99 911.112.9.9.01,11 9,11.90 15 .99.000.9.91 919.919,99.9014 9.9.11999.99.999 SA.9.1.1 MHO 1.991.91.19.191 5.0419911.0.1990 9.12.19,991790 .0905.1.01/111 99919,991 11991119.11.10 1.9919,19101, 11.11.11. 991.991,191.1.19019.0.109,911 9991119.019.9991.9.1.1 gg- IN. 57694-4 519. No BOUNDARY AND TO [ADM. PAINT LAN APANI PL.N.P[ VALID CAPFALLI PALM CAP.. PALM FAH,. PAW POPPILLINI FA. CPA.. PALIA PNIPLITAAP CAPPALLI PALM DAPPPAF DAILIPPOP PAN, CAP.. PALIA SOPA.. PAIN PPP FN. .APACE PALM DAND0A0P PALM POLO.. APPNI OAK 11.1 OAK IP. POI ILPIAP.P0AL PAN PAIN> LAN.PE PALM DAPPPAl PAL Pi LAPP., PALM CAA.. PALM PALM DAPPAAP P.M DAPPAOF PAL I, CAP.. PALM FAA.. DPW PAN.P[ VALID SAFAI PIIPONN PAPAI PAPAL PAPLIAPP. SAFAI NPAI PINIPAPPA PIAFLAFALIKPAPPA VAAL NNW./ AAPLIL MAP.. PAPPI LAPAI DAP. LAPPS,. ONIPPAPAA PAPAL 01.1100.1.0.00.0 PAPAI AVIAIL DAPPA PAP. PALLIA L. PALOAL PAPAI LAPAI SAD. PAILMAAL0 PAFAI SAD, PAALIAPPO PAP. PPLALOPILD OGRAPHIC SURVEY ____I _I...._.__..__...'°m I I.. I DIDA 101 PA I_J_...__1 NICOLA PA [LIDO PA FA PA TM PA 0 PO LFA L ILO A .vA,MP , APO RIPNAL IPA DPI ON0 in El IN in 111 in Ili IIII IN NM NM NO 11111 III 111 In MI III II In on ■ IA LAP.- PAILAID1 PAP. PAINT. PAAN She 7 Or 7 57894-4 51, M-2640