Loading...
HomeMy WebLinkAbout12-16-15 Supporting DocumentationMANA ¶YM%OOD DISTRICT SPECIAL AREA PLAN TABLE OF CONTENTS TABLE OF CONTENTS I. Project Information A. Letter of Intent B. Special Area Plan Application C. Disclosure of Ownership/ Disclosure of Consideration and Warranty Deeds I. Mannigan Holdings, LLC 2. Megan Holdings, LLC 3. Melanie Holdings, LLC 4. Malux Realty LLC 5. Milana Holdings, LLC 6. Millie Realty LLC 7. Mizrachi Holdings, LLC 8. Wynwood Holdings, LLC 9. 2294 NW 2 Avenue Realty, LLC 10. Mapton Holdings LLC D. . Zoning Referral B. Zoning and Land Use Maps F. General Location Map G. Proposed Regulating Plan H. Concept Plan I. Proposed Development Agreement J. Consent Resolutions K. Certificates of Good Standing L. Lobbyist Registration M. Directory of Project Principals N. School Concurrency II. Project Description/Narrative III. Supporting Documents Tab I Tab 2 Tab 3 Tab 4 MIA 184567293v1 Traffic Impact Study Site Utility Study Development Impact Study Survey with Base Building Line I. PROJECT INFORMATION PROJECT INFORMATION ARTICLE I. I. Project Information A. Letter of Intent B. Special Area Plan Application C. Disclosure of Ownership/ Disclosure of Consideration and Warranty Deeds 1. Mannigan Holdings, LLC 2. Megan Holdings, LLC 3. Melanie Holdings, LLC 4. Malux Realty LLC 5. Milana Holdings, LLC 6. Millie Realty LLC 7. Mizrachi Holdings, LLC 8. Wynwood Holdings, LLC 9. 2294 NW 2 Avenue Realty, LLC 10. Mapton Holdings LLC D. Zoning Referral E. Zoning and Land Use Maps F. General Location Map G. Proposed Regulating Plan H. Concept Plan I. Proposed Development Agreement J. Consent Resolutions K. Certificates of Good Standing L. Lobbyist Registration M. Directory of Project Principals N. School Concurrency M1,4 184567293v1 } .. M . City ofilliand Public School Concurrency Concurrency Management System .Entered Requirements Applicant Fields infarrrtation Application Type Put31€C bearing Application Suh-Type Losid S+se Application Natsle * Mannigan Holdings LLC Application Phone * Appllt:at1on Email * david@manawynweed.com Application Address * sae attached list of addresses Contact Fields Information Con et Name * Carlos R. Lago Esquire Contact Phone r 3ti5-579-0578 Contact Email * agoo@gtlaw.com Local Govt. Name City ofMiami l.ocai Govt. Phone 305-416-1400 Local Govt. Ernatt p-ririecnandeiamitasnigov.corn; 1 kiligay,so,ran Locelt Govt. App. Number (OFFICIAL USE 0NLY) Property Fields Information Master Folio Numhar * Sec attached List of Folios Additlanal Folio Number Total Acreage * 28,951 Proposed Land UsefZonfng * ResirictedCommarciat Slagle -Family Detached Units * [i Single -Family Attached Units (Duplex) * Mutti-Fartilly Units "` 4342.65 Total ii of Units * 4342.65 Redevelopment information (M1SSPs) • Re -development oppliratkins eat ree those vacant sites for which a feral gnvmsment has provided .vested rights; or for an already inipioved property which does no1 have to be ra. 4atied es deemed by the local government. The number of units to be input€nlo the CMS is the net difference. between the existing vested number or units and the newly proposed number of. units. Example; en {axiseng 20-utit structure will be torn down ter redevelopment. The newly proposed development rafts tar 4Ct iofal units twat govemineni shad input 20.units it the CMS Met difference between the 2v units vested less lira newly proposed 4 unite?. Required Plaids for Application -Jr Carlos R. Lago, Esquire Owners)/Artprney/Applicant Name �S Owner(s)MAtzorney/Appli STr fly OF FLORIDA COUNTY OF M1AMI-DADE J} The foregoing zz.is acknowledged betinre me this fh I day of � 2015 by Carlos R. Law who is a(n) itrdivtdual/purtueringentieorpormlvn of a{n) indlvidunflpartnershlplrorporation. IlejShe.is personally 2 nowii to me or who has produced n identification and who did (did not) take an anti[. r... - - - - �, ire _.-1:....�►.r MAlil8UL 110DR;u'u Notary PubUr - State .nt Florida My Comm. Expires Sip 2i, 2018 Comrnasalan 0 FF 153oa9 GG>fikiii talsi ioii:fa' -' '..- Application: Architect: Traffic: Site Utility: Economist: Attorneys: MIA 184709736v1 DIRECTORY OF PROJECT PRINCIPALS MANA WYNWOOD SPECIAL AREA PLAN Mana Wynwood 318 NW 23rd Street Miami, Florida 33127 Telephone: (786) 514-3981 Contact: David P. Lederman, Esq Zyscovich Architecture 100 N. Biscayne Blvd. 27th Floor Miami, Florida 33132 Telephone: (305) 372-5222 Contact: Bernard Zyscovich Suria Yaffer Kimley Horn & Associates 600 N. Pine Road, Suite 450 Plantation, Florida 33324 Telephone: (954)535-5100 Contact: Brian K. Dabkowski, P.E., PTOE Schwebke-Shiskin & Associates, Inc. 3240 Corporate Way Miramar, Florida 33025 Telephone (954)-435-7010 Contact: Albert Mora Lambert Advisory 1201 Brickell Avenue Suite 400 Miami, FL 33131 Telephone: (305) 503-4099 Contact: Eric Liff Greenberg Traurig, P.A. 1221 Brickell Avenue Miami, Florida 33131 Telephone: (305) 579-0578 Contact: Carlos R. Lago (1) Lobbyist Name: CITY OF MIAM.I Office of the City Clerk 3500 Pan American Drive, Miami, FL 33133 Phone: (305) 250-5360 LOBBYIST REGISTRATION Lago, Carlos, R. Last Name, First Name, Middle Initial Business Phone: 305- 579-0578 Business Address areenberg Traurig,P.A. 333 St E-Mail Address lagoc@gtlaw.com 2nd Ave,, 44th Floor, mi mi, Florida zip 33131 (2) Principal Represented Marxnigan Holdings, LLC and Melanie Holdings, LLC (3) Principal's Business Address215 Coles Street aeraey city NJ :Gip 07310 (If different from above) Specific issue lobbyist has been retained to lobby (if representing a corporation, partnership or trust, give business address of chief officer, partner, or beneficiary of same, 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). Nana Wynwood SAP (4) Lobbyists shall state the extent of any business association or fnanoiai relationship with any member(s) of the City Commission, any member of City staff before whom he/she lobbies or intends to lobby. (f applicable, please explain) None Lobbyists shall pay all registration fees ($525.00 annually, plus $) 05.00 for each principal represented and for each issue a lobbyist has been retained to lobby on behalf of any one principal), and specifically define the issue for which they are employed. The Cleric shall reject any statement which does not detail the issue for which the lobbyist has been employed. Lobhyi t shall also submit a certificate of completion Of an ethics € nurse provided by the Aliai i -Dade County Commission on 1":thi€::i & Public Trust or City or, Miami completed no more than one (l) year prior to registering, 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 Sections 2-651 through 2-658 of the City of Miami Code, as amended, including "annual registration, withdrawal, reporting requirements, definitions, eminations, penalties for violations and contingency fees." State of Florida, County of Miami -Dade Sworn to and subscribed before the this day of_—, . t s� y Kohn Patsiie - State of Florida My Corm. Expires Jan 2, 2017 :+ Cursim#ee1ua * €E ti62202 lindrsi tar,* Itoilemi NetMy Ann Note: Annual Registration Fee: Effective through 12/31/2014 State of Florida Department of State I certify from the records of this office that MILANA HOLDINGS, LLC is a Delaware limited Iiability company authorized to transact business in the State of Florida, qualified on June 2e 2011. The document number of this limited liability company is M11000002815. I further certify that said limited liability company has paid all fees due this office through December 31, 2015, that its most recent annual report was filed on April 29, 2015, and that its status is active, 1 further certify that said limited liability company has not filed a Certificate of Withdrawal. Given under my hand and the Great Seal of the State of Florida at Tallahassee, the Capital, this the Nineteenth day of May, 2015 16e% 04-.A. Secretary of State Tracking Number: CU0572890248 To authenticate this certificate,visit the following site,enter this number, and then follow the instructions displayed. https;//services.sunbiz.org/la flings/CertiricateofStatus/CertificateAuthentication i State of Florida Department of State I certify from the records of this office that WYNWOOD HOLDINGS, LLC is a limited liability company organized under the laws of the State of Florida, filed on May 12, 2010. The document number of this limited liability company is L 10000051040. I further certify that said limited liability company has paid all fees due this office through December 31, 2014, that its most recent annual report was filed on April 30, 2014, and that its status is active. Given under my hand and the Great Seal of the State of Florida at Tallahassee, the Capital, this the Twentieth day of April, 2015 167,14 044A Secretary of State Tracking Number: CU6647541715 To authenticate this certificate,visit the following site,enter this number, and then follow the instructions displayed. https: //services.sunbiz.org/Filings/CertitisateOfStatus/CertificateAuthentication State of Florida Department of State I certify from the records of this office that MEGAN HOLDINGS, LLC is a Delaware limited liability company authorized to transact business in the State of Florida, qualified on August 3, 2011. The document number of this limited liability company is M11000003905. I further certify that said limited liability company has paid all fees due this office through December 31, 2014, that its most recent annual report was filed on April 30, 2014, and that its status is active. I further certify that said limited liability company has not filed a Certificate of Withdrawal. Given under my hand and the Great Seal of the State of Florida at Tallahassee, the Capital, this the Twentieth day of April, 2015 le" Secretary of State Tracking Number C17436460636 To authenticate this certificate,visit the following site,enter this number, and then follow the instructions displayed. https://services.su nbiz.org/Filings/CertificateOfStatus/CertilicateAuthentication i State of Florida Department of State I certify from the records of this office that MIZRACI I HOLDINGS, LLC is a Delaware limited liability company authorized to transact business in the State of Florida, qualified on April 11, 2013. The document number of this limited liability company is M13000002287. I further certify that said limited liability company has paid all fees due this office through December 31, 2014, that its most recent annual report was filed on April 30, 2014, and that its status is active. I further certify that said limited liability company has not filed a Certificate of Withdrawal. Given under my hand and the Great Seal of the State of Florida at Tallahassee, the Capital, this the Twentieth day ofApril, 2015 04404, Secretary of State Tracking Number: C118409834218 To authenticate this certificate,visit the following site,earte• this number, and then follow the instructions displayed. https:!/services.sunb iz.org/Fitiugs/CertificateOfstatus/CertificateAuthentication i State of Florida Department of State I certify from the records of this office that MILLIE REALTY, LLC is a Delaware limited liability company authorized to transact business in the State of Florida, qualified on March 10, 2015. The document number of this limited liability company is M15000001835. I further certify that said limited liability company has paid all fees due this office through December 31, 2015 and that its status is active. I further certify that said limited Iiability company has not filed a Certificate of WithdrawaI. Given under my hand and the Great Seal of the State of Florida at Tallahassee, the Capital, this the Twenty-ninth day of April, 2015 16P" 0#0% Secretary of State Tracking Number: CU4727999375 To authenticate this certificate,visit the following site,enter this number, and then follow the instructions displayed: https://services.su obit.°rg/Filings/CertificateOf;Status/CertificateAnthentication i State of Florida Department of State 1 certify from the records of this office that MILANA HOLDINGS, LLC is a Delaware limited liability company authorized to transact business in the State of Florida, qualified on June 2, 2011, The document number of this limited liability company is .M 11000002815. 1 further certify that said limited liability company has paid all fees due this office through December 31, 2015, that its most recent annual report was filed on April 29, 2015, and that its status is active. I further certify that said limited liability company has not filed a Certificate of Withdrawal. Given under my hand and the Great Seal of the State of Florida at Tallahassee, the Capital, this the Nineteenth day of May, 2015 ativ4A, Secretary of State Tracking Number; CU0572890248 To authenticate this certificate,visit the following site,enter this number, and then follow the instructions displayed. httpsa //services.sunbiz.o rg/Filings/Certificateofstatus/Ce rtificateAutheenticatiou i State of Florida Department of State 1 certify from the records of this office that MANNIGAN HOLDINGS, LLC is a Delaware limited liability company authorized to transact business in the State of Florida, qualified on December 21, 2009. The document number of this limited liability company is M09000004972, I further certify that said limited liability company has paid all fees due this office through December 31, 2015, that its most recent annual report was filed on April 29, 2015, and that its status is active. I further certify that said limited liability company has not filed a Certificate of Withdrawal. Given under my hand and the Great Seal of the State of Florida at Tallahassee, the Capital, this the Nineteenth day of May, 2015 04-tly4A Secretary of State Tracking Number: CU9739381113 To authenticate this certifkate,visit the following site,enter this number, and then follow the instructions displayed. httpse//serriees.sunbiz.org/Filings/Certiticateof5tatus/CertificateAuthentieation i State of Florida Department of State I certify from the records of this office that MAPTON HOLDINGS, LLC is a Delaware Iimited liability company authorized to transact business in the State of Florida, qualified on August 24, 2012. The document number of this limited liability company is M12000004803. I further certify that said limited liability company has paid all fees due this office through December 31, 2015, that its most recent annual report was filed on April 29, 2015, and that its status is active. I further certify that said limited liability company has not filed a Certificate of Withdrawal. Given under my hand and the Great Seal of the State of Florida at Tallahassee, the Capital, this the Twenty-ninth day of June, 2015 160x (4A. Secretary of State Tracking Number: CU3929192718 To authenticate this certilicate,visit the following site,enter this number, and then follow the instructions displayed. https://serv=ices.sunbiz.org/Filings/Certificate0f5tatus/CertiticatcA uthentication i State of Florida Department of State I certify from the records of this office that MALUX REALTY, LLC is a Delaware limited liability company authorized to transact business in the State of Florida, qualified on March 17, 2015. The document number of this limited liability company is M15000001996. I further certify that said limited liability company has paid all fees due this office through December 31, 2015 and that its status is active. I further certify that said limited liability company has not filed a Certificate of Withdrawal. Given under my hand and the Great Seal of the State of Florida at Tallahassee, the Capital, this the Twenty-third day of October, 2015 le" 044A Secretary of State Tracking Number: CU3532784627 To authenticate this certificate,visit the following site,enter this number, and then follow the instructions displayed. https://services.sunbiz.org/.filings/CertificateOiStatus/CertificateAuthentication State of Florida Department of State I certify from the records of this office that 2294 NW 2ND AVENUE REALTY, LLC is a Delaware limited liability company authorized to transact business in the State of Florida, qualified on July 10, 2015. The document number of this limited liability company is M15000005416. I further certify that said limited liability company has paid all fees due this office through December 31, 2015 and that its status is active. I further certify that said limited liability company has not filed a Certificate of Withdrawal. Given render my hand and the Great Seal of the State of Florida at Tallahassee, the Capital, this the Twenty-third day of October, 2015 04%m. Secretary of State Tracking Number: CU1015380104 To authenticate this certificate,visit the following site,enter this number, and then follow the instructions displayed. https://services.sunbiz.org/Filings/CertificateotStatus/CertificateAuthentication WRITTEN CONSENT OF MANNIGAN HOLDINGS, LLC The undersigned, being the sole Member and the Manager of Mannigan Holdings, LLC, a Delaware limited liability company (the "Company"), does hereby adopt the following resolution as the action of the Company, which shall have the same force and effect as if adopted at a formal meeting of the Members and the Managers of the Company: WHEREAS, the Company owns that certain property in Miami, Florida, more particularly described in Exhibit "A" attached hereto and incorporated herein (the "Property"); and WHEREAS, the undersigned Member and Manager believes it is in the best interest of the Company to submit an application to the City of Miami seeking approval of the Mana Wynwood District Special Area Plan (the "Application"); NOW, THEREFORE, it is RESOLVED, that Moishe Mana, as Manager of the Company, has been authorized, empowered and directed to do or cause to be done all such acts, actions and things that may be necessary, desired or appropriate in connection therewith, incidental thereto or in furtherance thereof, for the purpose of executing and delivering in the name of and on behalf of the Company the Application and any and all necessary documents for the purposes of the Application; RESOLVED, that the taking of any action or the execution and delivery of any document authorized by the foregoing resolution in the name and on behalf of the Company by Moishe Mana, as Member and Manager of the Company, be, and are hereby authorized and empowered to be, deemed conclusive proof of the approval thereof by the undersigned; and RESOLVED, that the authorities hereby conferred shall be deemed retroactive, and any and all acts authorized herein that were performed prior to the passage of this resolution be, and they hereby are, approved, ratified and confirmed in all respects. [signature on following page] IN WITNESS WHEREOF, the undersigned have xecuted this Written Consent in order to give their consent thereto effective as of the (g day of ttill.j2, 2015. By: Name: Title: OISHE MANNA Manager/Member r Exhibit "A" Legal Description of Property That portion of Tract A, and Tract B, of WYNWOODINDUSTRIAL COMPLEX, according to the Plat thereof, as recorded in Plat Book 149, Page 85, of the Public Records of Miami -Dade County, Florida, more particularly described as follows: Beginning at the Northwesterly corner of said Tract A; thence run N 89°55'00" E along the North line of said Tract A, for a distance of 600.00 feet to the Northeast corner of said Tract A; thence run S 00°02'00" W for a distance of 87.75 feet; thence N 89°49'46" E for a distance of 14.14 feet; thence run S 00°06'34" E a distance of 84.98 feet; thence run S 89°48'40" W for a distance of 232.96 feet; thence run N 00°02'00" E, for a distance of 85.06 feet; thence run S 89°49'46" W to a point on the Westerly line of said Tract A, for a distance of 381.40 feet; thence run N 00°02'00" E along the West line of said Tract A, for a distance of 88.66 feet to the POINT OF BEGINNING. TOGETHER WITH: Commence at the Northeast corner of said Tract A; thence run S 00°02'00" W, along the Easterly line of said Tract A, for a distance of 87.75 feet; thence run N 89°49'46" E, along the boundary line of said Tract B, for a distance of 14.14 feet; thence run S 00°06'34" E, along the Easterly line of said Tract B, for a distance of 114.85 feet to the POINT OF BEGINNING; thence run S 00°06'S0" E, for a distance of 50.00 feet; thence run S 89°48'40" W, for a distance of 62.27 feet; thence run N 00°06'50' W, for a distance of 50.00 feet; thence run N 89°48'40" E, for a distance of 62.27 feet to the POINT OF BEGINNING. TOGETHER WITH: Commence at the Northwesterly corner of said Tract A; thence run N 89°55'00" E along the North line of said Tract A, for a distance of 489.28 feet; thence run S 00°06'35" E, for a distance of 212.81 feet to the POINT OF BEGINNING; thence run S 00°06'35 E, for a distance of 40.00 feet; thence S 89°48'40" W, for a distance of 22.29 feet; thence run S 00°06'35" E, a distance of 75.32 feet; thence S 89°48'40" W, for a distance of 65.05 feet to the point of curvature of a circular curve to the left; thence run along said curve concave to the Southeast, having for its elements a radius of 25.00 feet, a central angle of 89°55'10", for an arc distance of 39.23 feet; thence run S 90°00'00" E, for a distance of 58.70 feet; thence run N 00°06'30 W, for a distance of 99.71 feet; thence run N 90°00'00" W, for a distance of 117.96 feet; thence run N 00°00'00" E, for a distance of 40.00 feet; thence run N 89°48'40" E, for a distance of 288.89 feet to the POINT OF BEGINNING. TOGETHER WITH: Commence at the Southeast corner of said Tract A; thence run S 90°00'00" W, along the South line of said Tract A, for a distance of 70.00 feet to the POINT OF BEGINNING; thence continue S 90°00'00 W, along the South line of said Tract A, for a distance of I00.00 feet; thence run N 00°06'30" W, for a distance of 135.00 feet; thence run N 90°00'00" E, for a distance of 100.00 feet; thence run S 00°06'30" E, for a distance of 135.00 feet to the POINT OF BEGINNING. Folio Number: 01-3125-074-0010 WRITTEN CONSENT OF MELANIE HOLDINGS, LLC The undersigned, being the sole Member and the Manager of Melanie Holdings, LLC, a Delaware limited liability company (the "Company"), does hereby adopt the following resolution as the action of the Company, which shall have the same force and effect as if adopted at a formal meeting of the Members and the Managers of the Company: WHEREAS, the Company owns those certain properties in Miami, Florida, more particularly described in Exhibit "A" attached hereto and incorporated herein (collectively the "Property"); and WHEREAS, the undersigned Member and Manager believes it is in the best interest of the Company to submit an application to the City of Miami seeking approval of the Mana Wynwood District Special Area Plan (the "Application"); NOW, THEREFORE, it is RESOLVED, that Moishe Mana, as Manager of the Company, has been authorized, empowered and directed to do or cause to be done all such acts, actions and things that may be necessary, desired or appropriate in connection therewith, incidental thereto or in furtherance thereof, for the purpose of executing and delivering in the name of and on behalf of the Company the Application and any and all necessary documents for the purposes of the Application; RESOLVED, that the taking of any action or the execution and delivery of any document authorized by the foregoing resolution in the name and on behalf of the Company by Moishe Mana, as Member and Manager of the Company, be, and are hereby authorized and empowered to be, deemed conclusive proof of the approval thereof by the undersigned; and RESOLVED, that the authorities hereby conferred shall be deemed retroactive, and any and all acts authorized herein that were performed prior to the passage of this resolution be, and they hereby are, approved, ratified and confirmed in all respects. [signature on following page] IN WITNESS WHEREOF, the undersigned have executed this Written Consent in order to give their consent thereto effective as of the I gk day of -- , 20I5. By: fl;; /� Name: OISHE MANA Title: Manager/Member Exhibit "A" Legal Description of Property Lots 5 through 26, Less Lot 11 and Less the South 41 feet of the North 9lfeet of Lot 21, all in Block 1, of MORRIS PARK, according to the map or Plat thereof, as recorded in Plat Book 7, Page 39, of the Public Records of Miami - Dade County, Florida. Lot 29, Block I, of MORRIS PARK, according to the Plat thereof, as recorded in Plat Book 7, Page 39, of the Public Records of Miami -Dade County, Florida. Lot 28, Block 1, of MORRIS PARK, according to the Plat thereof, as recorded in Plat Book 7, Page 39, of the Public Records of Miami -Dade County, Florida. Lot 27, Block 1, of MORRIS PARK, according to the Plat thereof, as recorded in Plat Book 7, Page 39, of the Public Records of Miami -Dade County, Florida. Lot 30, Block 1, of MORRIS PARK, according to the Plat thereof, as recorded in Plat Book 7, Page 39, of the Public Records of Miami -Dade County, Florida. Lot 3, Block 1, of MORRIS PARK, according to the Plat thereof, as recorded in Plat Book 71 Page 39, of the Public Records of Miami Dade County, Florida. Lots 1, 2 and 4, BIock 1, of MORRIS PARK, according to the Plat thereof, as recorded in Plat Book 7, Page 39, of the Public Records of Miami -Dade County, Florida. The North 42 feet of the South 93.2 feet of Lot 21, Block 1, of MORRIS PARK, according to the Plat thereof, as recorded in Plat Book 7, Page 39, of the Public Records of Miami -Dade County, Florida. Lots 26, 27, 28, 29 and 30, less the North 10.00 feet and Lots 66, 67, 68, 69 and 70, less the South 10.00 feet in Block 19, of CORRECTED MAP OF SPAULDING SUBDIVISION, according to the plat thereof, as recorded in Plat Book 3, Page 161, of the Public Records of Miami -Dade County, Florida. Lots 71, 72 and 73, Iess the North 10.00 feet of CORRECTED MAP OF SPAULDING SUBDIVISION, according to the Plat thereof, as recorded in Plat Book 3 Page 161, of the Public Records of Miami -Dade County, Florida. Lot 1, Block 2, of MIAMI FASHION CENTER SECTION I, according to the Plat thereof, as recorded in Plat Book 121, at Page 57 of the Public Records of Miami -Dade County, Florida. Lot 16 and Lot 17 less West 2.5 feet for street, Block A, NORTHWEST SEVENTH AVENUE ADDITION, according to the Plat thereat: recorded in Plat Book 7, at Page 36, of the Public Records of Miami -Dade County, Florida. Lot 7, less the West 2.5 feet thereof for street purposes, in Block 9, of the NORTHWEST SEVENTH AVENUE ADDITION, according to the Plat thereof, as recorded in Plat Book 7, Page 36 of the Public Records of Miami -Dade County, Florida. Lot 42 and Lot 43, less West 2.5 felit, Block 4, of NORTHWEST SEVENTH AVENUE ADDITION, according to the Plat thereof, recorded in Plat Book: 7, at Page 36, of the Public Records of Miami -Dade County, Florida. Lot 26, Block 4, of NORTHWEST SEVENTH AVENUE ADDITION according to the Plat thereof, as recorded in Plat Book 7, Page 36, of the Public Records of Miami -Dade County, Florida. Lot 27, Block 4, of NORTHWEST SEVENTH AVENUE ADDITION according to the Plat thereof, as recorded in Plat Book 7, Page 36, of the Public Records of Miami -Dade County, Florida. Lot 28, less the Easterly 7.5 feet and Tess the Southerly 33 feet, Block 4, of NORTHWEST SEVENTH AVENUE ADDITION, according to the Plat thereof, as recorded in Plat Book 7, Page 36, of the Public Records of Miami - Dade County, Florida. Folio Numbers: 01-3125-046-0050, 01-3125-046-0240, 01-3125-046-0230, 01-3125-046-0220, 01- 3125-046-0250, 01-3125-046-0030, 01-3125-046-0010, 01-325-046-0150, 01-3125-034-0250, 01- 3125-034-0670, 01-3125-070-0090, 01-3125-035-3060, 01-3125-035-3070, 01-3125-035-1530, 01- 3125-035-0710, 01-3125-035-0550, 01-3125-035-0560, and 01-3125-035-0570 f WRITTEN CONSENT OF MALUX REALTY, LLC The undersigned, being the sole Member and the Manager of Malux Realty, LLC, a Delaware limited liability company (the "Company"), does hereby adopt the following resolution as the action of the Company, which shall have the same force and effect as if adopted at a formal meeting of the Member and the Manager of the Company: WHEREAS, the Company owns that certain property in Miami, Florida, more particularly described in Exhibit "A" attached hereto and incorporated herein (the "Property"); and WHEREAS, the undersigned Member and Manager believes it is in the best interest of the Company to submit an application to the City of Miami seeking approval of the Mana Wynwood District Special Area Plan (the "Application"); NOW, THEREFORE, it is RESOLVED, that Moishe Mana, as Manager of the Company, has been authorized, empowered and directed to do or cause to be done all such acts, actions and things that may be necessary, desired or appropriate in connection therewith, incidental thereto or in furtherance thereof, for the purpose of executing and delivering in the name of and on behalf of the Company the Application and any and all necessary documents for the purposes of the Application; RESOLVED, that the taking of any action or the execution and delivery of any document authorized by the foregoing resolution in the name and on behalf of the Company by Moishe Mana, as Member and Manager of the Company, be, and are hereby authorized and empowered to be, deemed conclusive proof of the approval thereof by the undersigned; and RESOLVED, that the authorities hereby conferred shall be deemed retroactive, and any and all acts authorized herein that were performed prior to the passage of this resolution be, and they hereby are, approved, ratified and confirmed in all respects. [signature on following page] IN WITNESS WHEREOF, the undersigned have executed this Written Consent in order to give their consent thereto effective as of the 1day of a , 2015. By: Name: Title: r rMOISHE MANA Manager/Member / Exhibit "A" Legal Description of Property Lots 26, 27, 28, 29 and 30, Jess the North 10.00 feet and Lots 66, 67, 68, 69 and 70, less the South 10.00 feet in Block 19, of CORRECTED MAP OF SPAULDING SUBDIVISION, according to the plat thereof, as recorded in Plat Book 3, Page 161, of the Public Records of Miami -Dade County, Florida. Folio Number: 01-3125-034-0250 WRITTEN CONSENT OF MILLIE REALTY, LLC The undersigned, being the sole Member and the Manager of Millie Realty, LLC, a Delaware limited liability company (the "Company"), does hereby adopt the following resolution as the action of the Company, which shall have the same force and effect as if adopted at a formal meeting of the Member and the Manager of the Company: WHEREAS, the Company owns that certain property in Miami, Florida, more particularly described in Exhibit "A" attached hereto and incorporated herein (the "Property"); and WHEREAS, the undersigned Member and Manager believes it is in the best interest of the Company to submit an application to the City of Miami seeking approval of the Mana Wynwood District Special Area Plan (the "Application"); NOW, THEREFORE, it is RESOLVED, that Moishe Mana, as Manager of the Company, has been authorized, empowered and directed to do or cause to be done all such acts, actions and things that may be necessary, desired or appropriate in connection therewith, incidental thereto or in furtherance thereof, for the purpose of executing and delivering in the name of and on behalf of the Company the Application and any and all necessary documents for the purposes of the Application; RESOLVED, that the taking of any action or the execution and delivery of any document authorized by the foregoing resolution in the name and on behalf of the Company by Moishe Mana, as Member and Manager of the Company, be, and are hereby authorized and empowered to be, deemed conclusive proof of the approval thereof by the undersigned; and RESOLVED, that the authorities hereby conferred shall be deemed retroactive, and any and all acts authorized herein that were performed prior to the passage of this resolution be, and they hereby are, approved, ratified and confirmed in all respects. [signature on following page] IN WITNESS WHEREOF, the undersigned have eecuted this Written Consent in order to give their consent thereto effective as of the ! day of AA , 2015. By: Name: f ' MOISHE MANA Title: ManagerlMember Exhibit "A" Legal Description of Property Lot 4, Less the North 10 feet thereof, FIRST ADDITION TO GREENWOOD SUBDIVISION, according to the Plat thereof, as recorded in Plat Book 7, at Page 5 0 , of the Public Records of Miami - Dade County, Florida. Folio Number: 01-3125-057-0011 Commence at the Southeast comer of the North'/2 of the South'/2 of the Northwest'/ of the Southwest % of Section 25, Township 53 South, Range 41 East thence West parallel to Northwest 24th street 199 feet for the point of beginning of the tract of land hereinafter described thence North parallel to Northwest 5th Avenue 175 feet; thence West parallel to Northwest 24th Street 110 feet; thence South parallel to Northwest 5th Avenue 175 feet; thence East parallel to Northwest 24th Street 110 feet to the point of beginning; said property lying and being in Miami -Dade County, Florida. The Easterly 20 feet of Lot 16 of FIRST ADDITION TO GREENWOOD SUBDIVISION, according to the Plat thereof as recorded in Plat Book 57, Page 50, of the Public Records of Miami -Dade County Florida less the following described property thereof deeded to the City of Miami for street right of way purposes, to -wit: Commence at the Southeast comer of the North 1/2 of the South 1/2 of the Northwest 1/4 of the Southwest 1/4 of Section 25, Township 53 South, Range 41 East; thence West along the South line of the North 1/2 of the South 1/2 of the Northwest 1/4 of the Southwest 1/4 of said Section 25 for a distance of 199 feet for a point of beginning; thence run North and parallel to the center line of Northwest 5th Avenue for a distance of 25.47 feet to a point thence West along a line parallel to the South line of the North 1/2 of the South 1/2 of the Northwest 1/4 of the Southwest 1/4 of said Section 25 for a distance of 110 feet more or less to a point; thence run South along a line parallel to the center line of Northwest 5th Avenue for a distance of 25.42 feet to a point on the South line of the North 1/2 of the South 1/2 of the Northwest 1/4 of the Southwest 1/4 of said Section 25; thence run East along the South line of the North 1/2 of the South 1/2 of the Northwest 1/4 of the Southwest 1/4 of Section 25 for a distance of 110 feet to the point of beginning excepting, however, that part of the above described area upon which any portion of the existing building has been constructed and now occupies estimated to be two -tenths of a foot, more or less, along the South side of said building. Lot 16, Less the East 20 feet thereof, of FIRST ADDITION TO GREENWOOD SUBDIVISION, according to the Plat thereof, as recorded in Plat Book 57, Page 50, of the Public Records of Miami - Dade County, Florida. Folio Numbers: 01-3125-000-0200, 01-3125-057-0140, and 01-3125-057-0150 MIA 184626505v1 1 WRITTEN CONSENT OF MIZRACHI HOLDINGS, LLC The undersigned, being the sole Member and the Manager of Mizrachi Holdings, LLC, a Delaware limited liability company (the "Company"), does hereby adopt the following resolution as the action of the Company, which shall have the same force and effect as if adopted at a formal meeting of the Member and the Manager of the Company: WHEREAS, the Company owns those certain properties in Miami, Florida, more particularly described in Exhibit "A" attached hereto and incorporated herein (collectively the "Property"); and WHEREAS, the undersigned Member and Manager believes it is in the best interest of the Company to submit an application to the City of Miami seeking approval of the Mana Wynwood District Special Area Plan (the "Application"); NOW, THEREFORE, it is RESOLVED, that Moishe Mana, as Manager of the Company, has been authorized, empowered and directed to do or cause to be done all such acts, actions and things that may be necessary, desired or appropriate in connection therewith, incidental thereto or in furtherance thereof, for the purpose of executing and delivering in the name of and on behalf of the Company the Application and any and all necessary documents for the purposes of the Application; RESOLVED, that the taking of any action or the execution and delivery of any document authorized by the foregoing resolution in the name and on behalf of the Company by Moishe Mana, as Member and Manager of the Company, be, and are hereby authorized and empowered to be, deemed conclusive proof of the approval thereof by the undersigned; and RESOLVED, that the authorities hereby conferred shall be deemed retroactive, and any and all acts authorized herein that were performed prior to the passage of this resolution be, and they hereby are, approved, ratified and confirmed in all respects. [signature on following page] r IN WITNESS WHEREOF, the undersigned have executed this Written Consent in order to give their consent thereto effective as of the day of J , 2015. By: Name: 1 Title: 7 MOISHE MANA Manager/Member Exhibit "A" Legal Description of Property Lots 31 and 32, less the North 5 feet of SPAULDING SUBDIVISION according to the Plat thereof, as recorded in Plat Book 3, at Page 161, of the Public Records of Miami - Dade County, Florida. Lot 65, corrected map of SPAULDING SUBDIVISION according to the Plat thereof, as recorded in Plat Book 3, at Page 161, of the Public Records of Miami - Dade County, Florida. Folio Numbers: 01-3125-034-0310, 01-3125-034-0300, and 01-3125-034-0640 WRITTEN CONSENT OF 2294 NW 2ND AVENUE REALTY, LLC The undersigned, being the sole Member and the Manager of 2294 NW 2ND AVENUE REALTY, LLC, a Delaware limited liability company (the "Company"), does hereby adopt the following resolution as the action of the Company, which shall have the same force and effect as if adopted at a formal meeting of the Member and the Manager of the Company: WHEREAS, the Company owns that certain property in Miami, Florida, more particularly described in Exhibit "A" attached hereto and incorporated herein (the "Property"); and WHEREAS, the undersigned Member and Manager believes it is in the best interest of the Company to submit an application to the City of Miami seeking approval of the Mana Wynwood District Special Area Plan (the "Application"); NOW, THEREFORE, it is RESOLVED, that Moishe Mana, as Manager of the Company, has been authorized, empowered and directed to do or cause to be done all such acts, actions and things that may be necessary, desired or appropriate in connection therewith, incidental thereto or in furtherance thereof, for the purpose of executing and delivering in the name of and on behalf of the Company the Application and any and all necessary documents for the purposes of the Application; RESOLVED, that the taking of any action or the execution and delivery of any document authorized by the foregoing resolution in the name and on behalf of the Company by Moishe Mana, as Member and Manager of the Company, be, and are hereby authorized and empowered to be, deemed conclusive proof of the approval thereof by the undersigned; and RESOLVED, that the authorities hereby conferred shall be deemed retroactive, and any and all acts authorized herein that were performed prior to the passage of this resolution be, and they hereby are, approved, ratified and confirmed in all respects. [signature on following page] MIA 184691188v1 IN WITNESS WHEREOF, the under i ned have executed this Written Consent in order to give their consent thereto effective as of the ay of .P , 2015. By: Name: /. ISHE MANA Title: Manager/Member MIA 1846911860 Exhibit "A" Legal Description of Property The North '/2 of Lots 94 and 95, of SPAULDING SUBDIVISION OF THE SOUTH WOODLAWN TRACT, according to the plat thereof, as recorded in Plat Book 3, Page 161, ❑f the Public Records of Miami -Dade County, Florida. Folio Number: 01-3125-034-0880 MJA 184691188v1 WRITTEN CONSENT OF WYNWOOD HOLDINGS, LLC The undersigned, being the sole Member and the Manager of Wynwood Holdings, LLC, a Florida limited liability company (the "Company"), does hereby adopt the following resolution as the action of the Company, which shall have the same force and effect as if adopted at a formal meeting of the Member and the Manager of the Company: WHEREAS, the Company owns those certain properties in Miami, Florida, more particularly described in Exhibit "A" attached hereto and incorporated herein (collectively the "Property"); and WHEREAS, the undersigned Member and Manager believes it is in the best interest of the Company to submit an application to the City of Miami seeking approval of the Mana Wynwood District Special Area Plan (the "Application"); NOW, THEREFORE, it is RESOLVED, that Moishe Mana, as Manager of the Company, has been authorized, empowered and directed to do or cause to be done all such acts, actions and things that may be necessary, desired or appropriate in connection therewith, incidental thereto or in furtherance thereof, for the purpose of executing and delivering in the name of and on behalf of the Company the Application and any and all necessary documents for the purposes of the Application; RESOLVED, that the taking of any action or the execution and delivery of any document authorized by the foregoing resolution in the name and on behalf of the Company by Moishe Mana, as Member and Manager of the Company, be, and are hereby authorized and empowered to be, deemed conclusive proof of the approval thereof by the undersigned; and RESOLVED, that the authorities hereby conferred shall be deemed retroactive, and any and all acts authorized herein that were performed prior to the passage of this resolution be, and they hereby are, approved, ratified and confirmed in all respects. [signature on following page] MIA 184626362v1 IN WITNESS WHEREOF, the under ;;R + have executedi this Written Consent in order to give their consent thereto effective as of the / day of , 2015. By: Name: Title: MOISHE MANA Manager/Member MIA 184626362v1 Exhibit "A" Legal Description of Property Lot 38, Block 4, NORTHWEST SEVENTH AVENUE ADDITION, according to the Plat thereof, as recorded Plat Book 7, Page 36, of the Public Records of Miami -Dade County, Florida. Lot 37, Block 4, NORTHWEST SEVENTH AVENUE ADDITION, according to the Plat thereof, as recorded Plat Book 7, Page 36, of the Public Records of Miami -Dade County, Florida. Lots B, 39: and 40, Block 4, NORTHWEST SEVENTH AVENUE ADDITION, according to the Plat thereof, as recorded Plat Book 7, Page 36, of the Public Records of Miami -Dade County, Florida. Lot 36, and the West 2.5 feet of Lot A, Block 4, NORTHWEST SEVENTH AVENUE ADDITION, according to the Plat thereof, as recorded Plat Book 7, Page 36, of the Public Records of Miami -Dade County, Florida. Lot 35, Block 4, NORTHWEST SEVENTH AVENUE ADDITION, according to the Plat thereof, as recorded Plat Book 7, Page 36, of the Public Records of Miami -Dade County, Florida. Lot 34, Block 4, NORTHWEST SEVENTH AVENUE ADDITION, according to the Plat thereof, as recorded Plat Book 7, Page 36, of the Public Records of Miami -Dade County, Florida. The East 37.5 feet of Lot A, Block 4, NORTHWEST SEVENTH AVENUE ADDITION, according to the Plat thereof, as recorded Plat Book 7, Page 36, of the Public Records of Miami -Dade County, Florida. Lots 15 and 16, Block 4, NORTHWEST SEVENTH AVENUE ADDITION, according to the Plat thereof, as recorded Plat Book 7, Page 36, of the Public Records of Miami -Dade County, Florida. Lot 17, Block 4, NORTHWEST SEVENTH AVENUE ADDITION, according to the Plat thereof, as recorded Plat Book 7, Page 36, of the Public Records of Miami -Dade County, Florida, Lots 18, 19, and 20, Block 4, NORTHWEST SEVENTH AVENUE ADDITION, according to the Plat thereof, as recorded Plat Book 7, Page 36, of the Public Records of Miami -Dade County, Florida. Lot 21, Block 4, NORTHWEST SEVENTH AVENUE ADDITION, according to the Plat thereof, as recorded Plat Book 7, Page 36, of the Public Records of Miami -Dade County, Florida. Lot 22, Block 4, NORTHWEST SEVENTH AVENUE ADDITION, according to the Plat thereof, as recorded Plat Book 7, Page 36, of the Public Records of Miami -Dade County, Florida. Tract D, of WYNWOOD INDUSTRIAL COMPLEX, according to the Plat thereof, as recorded In Plat Book 149, Page 85 of the Public Records of Miami -Dade County, Florida, more .particularly described as follows: BEGIN at the Northwest corner of said Tract D; thence North 89° 50' 00" East along the North line of said Tract D, being also the South Right -of -Way line of N.W. 23rd Street, a distance of 77.53 feet; thence South 00° 01' 09" West along the East line of said Tract D, a distance of 119.90 feet; thence South 89° 49' 37" West along the South line of said Tract D, a distance of 77 .52 feet; thence North 00° 00; 48" East along the West line of said Tract D, a distance of 119.91 feet to the POINT OF BEGINNING. Lot 27, Block 4, NORTHWEST SEVENTH AVENUE ADDITION, according to the Plat thereof, as recorded Plat Book 7, Page 36, of the Public Records of Miami -Dade County, Florida. Folio Numbers: 01-3125-035-0690, 01-3125-035-0670, 01-3125-035-0281, 01-3125-035-0660, 01- 3125-035-0650, 01-3125-035-0640, 01-3125-035-0270, 01-3125-035-0440, 01-3125-035-0450, 01- 3125-035-0470, 01-3125-035-0490, 01-3125-035-0510, 01-3125-074-0040, and 01-3125-035-0540. MIA 184626362v1 WRITTEN CONSENT OF MEGAN HOLDINGS, LLC The undersigned, being the sole Member and the Manager of Megan Holdings, LLC, a Delaware limited liability company ("Company"), does hereby adopt the following resolution as the action of the Company, which shall have the same force and effect as if adopted at a formal meeting of the Members and the Managers of the Company: WHEREAS, the Company owns those certain properties in Miami, Florida, more particularly described in Exhibit "A" attached hereto and incorporated herein (the "Property"); and WHEREAS, the undersigned Member and Manager believes it is in the best interest of the Company to submit an application to the City of Miami seeking approval of the Mana Wynwood District Special Area Plan (the "Application"); NOW, THEREFORE, it is RESOLVED, that Moishe Mana, as Manager of the Company, has been authorized, empowered and directed to do or cause to be done all such acts, actions and things that may be necessary, desired or appropriate in connection therewith, incidental thereto or in furtherance thereof, for the purpose of executing and delivering in the name of and on behalf of the Company the Application and any and all necessary documents for the purposes of the Application; RESOLVED, that the taking of any action or the execution and delivery of any document authorized by the foregoing resolution in the name and on behalf of the Company by Moishe Mana, as Member and Manager of the Company, be, and are hereby authorized and empowered to be, deemed conclusive proof of the approval thereof by the undersigned; and RESOLVED, that the authorities hereby conferred shall be deemed retroactive, and any and all acts authorized herein that were performed prior to the passage of this resolution be, and they hereby are, approved, ratified and confirmed in all respects. [signature on following page] MIA 184626307v1 IN WITNESS WHEREOF, the undersigned have -xecuted this Written Consent in order to give their consent thereto effective as of the day of • MIA 184626307v1 , 2015. By: Name: 1V YSHE MANA Title: Manner/Member Exhibit "A" Legal Description of Property A portion of the Southwest 1/4 of Section 25, Township 53 South, Range 41 East, .Miami -Dade County, Florida, being more particularly described as follows. BEGINNING at a point 5,00 feet. North of the Southwest corner of Lot 8, Block "A" of "J.A. Dann's Second Addition", according to the Plat thereof, as recorded in Plat Book 3, Page 25, of the Public Records of Miami - Dade County, Florida; thence run North 00 degrees 06 minutes 57 seconds West for a distance of 138.72 feet; thence run South 89 degrees 48 minutes 58 seconds West, for a distance of 240.11 feet; thence run North 00 degrees 06 minutes 35 seconds West for a distance of 200.27 feet; thence run North 89 degrees 48 minutes 40 seconds East, for a distance of :146.88 feet; thence run North 00 degrees 06 minutes 34 seconds West, for a distance of 40.00 feet; thence run North 89 degrees 48 minutes 40 seconds East, for a distance of 463.31 feet to the Point of Curvature of a circular curve to the right; thence continue Southeasterly, along said circular curve, having a radius of 25.00 feet, through a central angle of 90 degrees 04 minutes 52 seconds and an arc distance of 39.31 feet to the Point of Tangency; thence run South 00 degrees 06 minutes 28 seconds East, for a distance of 65.30 feet to the Point of Curvature of a circular curve to the right thence continue Southwesterly along said circular curve, having a radius of 25.00 feet, through a central angle of 89 degrees 55 minutes 08 seconds and an arc distance of 39.23 feet to the Point of Tangency; thence run South 89 degrees 48 minutes 40 seconds West, for a distance of 27,33 feet; thence run North 00 degrees 06 minutes 29 seconds West, for a distance of 75.00 feet; thence run South 89 degrees 48 minutes 40 seconds West, for a distance of 62.29 feet; thence run South 00 degrees 06 minutes 29 seconds East, for a distance of 75.00 feet; thence run South 89 degrees 48 minutes 40 seconds West, for a distance of 62.29 feet; thence run South 00 degrees 06 minutes 19 seconds East, for a distance of 125.01 feet; thence run South 89 degrees 48 minutes 58 seconds West for a distance of 68.18 feet; thence run South 00 degrees 06 minutes 46 seconds East, for a distance of 139.20 feet, thence run North 90 degrees 00 minutes 00 seconds West, for a distance of 150.03 feet to the POINT OF BEGINNING. Lot 2, Block 1, Weaver's Subdivision, according to the Plat thereof, as recorded in Plat Book 6, Page 31, of the Public Records of Miami -Dade County, Florida. Folio Numbers: 01-3125-074-0030 and 01-3125-043--0020 MIA 184626307v1 WRITTEN CONSENT OF MILANA HOLDINGS, LLC The undersigned, being the sole Member and the Manager of Milana Holdings, LLC, a Delaware limited liability company (the "Company"), does hereby adopt the following resolution as the action of the Company, which shall have the same force and effect as if adopted at a formal meeting of the Member and the Manager of the Company: WHEREAS, the Company owns those certain properties in Miami, Florida, more particularly described in Exhibit "A" attached hereto and incorporated herein (collectively the "Property"); and WHEREAS, the undersigned Member and Manager believes it is in the best interest of the Company to submit an application to the City of Miami seeking approval of the Mana Wynwood District Special Area Plan (the "Application"); NOW, THEREFORE, it is RESOLVED, that Moishe Mana, as Manager of the Company, has been authorized, empowered and directed to do or cause to be done all such acts, actions and things that may be necessary, desired or appropriate in connection therewith, incidental thereto or in furtherance thereof, for the purpose of executing and delivering in the name of and on behalf of the Company the Application and any and all necessary documents for the purposes of the Application; RESOLVED, that the taking of any action or the execution and delivery of any document authorized by the foregoing resolution in the name and on behalf of the Company by Moishe Mana, as Member and Manager of the Company, be, and are hereby authorized and empowered to be, deemed conclusive proof of the approval thereof by the undersigned; and RESOLVED, that the authorities hereby conferred shall be deemed retroactive, and any and all acts authorized herein that were performed prior to the passage of this resolution be, and they hereby are, approved, ratified and confirmed in all respects. [signature on following page] MIA 184626325v1 IN WITNESS WHEREOF, the undersi ed have e cuted this Written Consent in order to give their consent thereto effective as of the �A?fay of (it-41 , 2015, By: Name: MOISHMANA Title: Manager/Member MIA 184626325v1 Exhibit "A" Legal Description of Property Lot 3, Block 13, of NORTHWEST SEVENTH AVENUE ADDITION according to the Plat thereof, as recorded in Plat Book 7, Page 36, of the Public Records of Miami -Dade County, Florida. Lots 4 and 5, Block 13, of NORTHWEST SEVENTH AVENUE ADDITION according to the Plat thereof, as recorded in Plat Book 7, Page 36, of the Public Records of Miami -Dade County, Florida. Lot 9, Block A, of NORTHWEST SEVENTH AVENUE ADDITION according to the Plat thereof, as recorded in Plat Book 7, Page 36, of the Public Records of Miami -Dade County, Florida. Lot 12, Block A, of NORTHWEST SEVENTH AVENUE ADDITION according to the Plat thereof, as recorded in Plat Book 7, Page 36, of the Public Records of Miami -Dade County, Florida. Lot 15, Block A, of NORTHWEST SEVENTH AVENUE ADDITION according to the Plat thereof, as recorded in Plat Book 7, Page 36, of the Public Records of Miami -Dade County, Florida. Lot 6, Block 9, of NORTHWEST SEVENTH AVENUE ADDITION according to the Plat thereof, as recorded in Plat Book 7, Page 36, of the Public Records of Miami -Dade County, Florida. Lot 8 and the North % of Lot 9, less the West 7.5 feet of the North 8 feet of Lot 8, Block 9, of NORTHWEST SEVENTH AVENUE ADDITION according to the Plat thereof, as recorded in Plat Book 7, Page 36, of the Public Records of Miami -Dade County, Florida. Lot 10 and the South % of Lot 9, less the West 2.50 feet for street, in Block 9, of NORTHWEST SEVENTH AVENUE ADDITION according to the Plat thereof, as recorded in Plat Book 7, Page 36, of the Public Records of Miami -Dade County, Florida. Lot 5, Block 9, of NORTHWEST SEVENTH AVENUE ADDITION according to the Plat thereof, as recorded in Plat Book 7, Page 36, of the Public Records of Miami -Dade County, Florida. Lot 4, Block 9, of NORTHWEST SEVENTH AVENUE ADDITION according to the Plat thereof, as recorded in Plat Book 7, Page 36, of the Public Records of Miami -Dade County, Florida. Lot 3, Block 9, of NORTHWEST SEVENTH AVENUE ADDITION according to the Plat thereof, as recorded in Plat Book 7, Page 36, of the Public Records of Miami -Dade County, Florida. Lot 2, Block 9, of NORTHWEST SEVENTH AVENUE ADDITION according to the Plat thereof, as recorded in Plat Book 7, Page 36, of the Public Records of Miami -Dade County, Florida. Lot I, Block 9, of NORTHWEST SEVENTH AVENUE ADDITION according to the PIat thereof, as recorded in Plat Book 7, Page 36, of the Public Records of Miami -Dade County, Florida. Lot 8, Block 6, of NORTHWEST SEVENTH AVENUE ADDITION according to the Plat thereof, as recorded in Plat Book 7, Page 36, of the Public Records of Miami -Dade County, Florida. Lot 9, Block 6, of NORTHWEST SEVENTH AVENUE ADDITION according to the Plat thereof, as recorded in Plat Book 7, Page 36, of the Public Records of Miami -Dade County, Florida. Lot 10, Block 6, of NORTHWEST SEVENTH AVENUE ADDITION according to the Plat thereof, as recorded in Plat Book 7, Page 36, of the Public Records of Miami -Dade County, Florida. MIA 184626325v1 Lots 1, 2, 3, 4, and 5, Block 6, of NORTHWEST SEVENTH AVENUE ADDITION according to the Plat thereof, as recorded in Plat Book 7, Page 36, of the Public Records of Miami -Dade County, Florida. Lot 41, Block 4, of NORTHWEST SEVENTH AVENUE ADDITION according to the Plat thereof, as recorded in Plat Book 7, Page 36, of the Public Records of Miami -Dade County, Florida. Lot 29, less the South 33 feet thereof, and the East 7.5 feet of Lot 28, less the South 33 feet thereof, Block 4, of NORTHWEST SEVENTH AVENUE ADDITION according to the Plat thereof, as recorded in Plat Book 7, Page 36, of the Public Records of Miami -Dade County, Florida. The South 33 feet of Lots 28 and 29, Block 4, of NORTHWEST SEVENTH AVENUE ADDITION according to the Plat thereof, as recorded in Plat Book 7, Page 36, of the Public Records of Miami -Dade County, Florida. Lot 30, Block 4, of NORTHWEST SEVENTH AVENUE ADDITION according to the Plat thereof, as recorded in Plat Book 7, Page 36, of the Public Records of Miami -Dade County, Florida. Tract F, WYNWOOF INDUSTRIAL COMPLEX, Plat Book 149, Page 85, Public Records of Miami -Dade County, Florida. Lot 31, Block 4, WYNWOOF INDUSTRIAL COMPLEX, according to the Plat thereof, as recorded in Plat Book 149, Page 85, Public Records of Miami -Dade County, Florida. Folio Numbers: 01-3125-035-2380, 01-3125-035-2390, 01-3125-035-3000, 01-3125-035-3020, 01- 3125-035-3050, 01-3125-035-1520, 01-3125-035-1540, 01-3125-035-1550, 01-3125-035-1510, 01- 3125-035-1500, 01-3125-035-1490, 01-3125-035-1480, 01-3125-035-1470, 01-3125-035-1160, 01- 3125-035-1170, 01-3125-035-1180, 01-3125-035-1110, 01-3125-035-1120, 01-3125-035-1130, 01- 3125-035-0700, 01-3125-035-0580, 01-3125-035-0590, 01-3125-035-0600, 01-3125-035-0610, and 01-3125-074-0050 M14 184626325v1 WRITTEN CONSENT OF MAPTON HOLDINGS, LLC The undersigned., being the sole Member and the Manager of Mapton Holdings, LLC, a .Delaware limited Liability company (the "Company"), does hereby adopt the following resolution as the action of. the Company, which shall have the same force and effect as if adopted at a formal meeting of the Members and. the Managers of the Company: WHEREAS, the Company owns those certain properties in Miami, Florida, more particularly described in Exhibit "A" attached hereto and incorporated herein (collectively the "Property"); and WHEREAS, the undersigned Member and Manager believes it is in the best interest of the Company to submit an application to the City of Miami seeking approval of the Mana Wynwood District Special Area Plan (the "Application"); NOW, THEREFORE, it is RESOLVED, that Moishe Mana, as Manager of the Company, has been authorized, empowered and directed to do or cause to be done all such acts, actions and things that may be necessary, desired or appropriate in connection therewith, incidental thereto or in furtherance thereof, for the purpose of executing and delivering in the name of and on behalf of the Company the Application and any and all necessary documents for the purposes of the Application; RESOLVED, that the taking of any action or the execution and delivery of any document authorized by the foregoing resolution in the name and on behalf of the Company by Moishe Mana, as Member and Manager of the Company, be, and are hereby authorized and empowered to be, deemed conclusive proof of the approval thereof by the undersigned; and RESOLVED, that the authorities hereby conferred shall be deemed retroactive, and any and all acts authorized herein that were performed prior to the passage of this resolution be, and they hereby are, approved, ratified and confirmed in all respects. {signature on following page] IN WITNESS WHEREOF, the undersigned have executed this Written Consent in order to give their consent thereto effective as of the day of , 20.15. By: Name; Title: Manager/Member Exhibit "A" Legal Description of Property All of Iota A and B of HALL AND MORGAN'S Re -Subdivision of Block 6 of JOHNSON AND WADDELL'S ADDITION TO THE CITY OF MIAMI, FLORIDA, as recorded In Plat Book 7, Page 59, of the Public Records of Miami -Dade County, Florida, Less a strip of land 6.5 feet In width off of the West side for road purposes. Lot 13, Jess the West 7 feet, Block 6, of HALL AND MO:RGAN RESUBDIVISION, according to the. Plat thereof, as recorded in Plat Book 7, at Page•59, of the Public Records .of Miami -Dade County, Florida. AND: Lot C, of HALL AND MORGANS SUBDIVISION OF Block 6, of JOHNSON AND WADELL'S ADDITION, according to the Plat thereof, as recorded in Plat Book 7, at Page 59, of the Public Records of Miami -Dade County, Florida, less Right of Way for N.W. 2nd Avenue, as recorded in Deed Book 523 at Page 25, of said Public Records of Miami -Dade County, Florida. Lot 1. of Block 1, of an unrecorded Plat of the .FIRST ADDITION OF WEAVER'S SUBDIVISION, Dade County, Florida, being othenrise described as follows: West 62.27 feet of the East 87.27 feet of the North 85 feet ofSE I/4 of the SW V4, less the East 5 feet.thereof and less the south 10 feet thereof. Lots 2, 3, 4, 5, 6, 7, and 8, Block 1 inclusive, of an unrecorded Pat of FIRST ADDITION TO WEAVER'S SUBDIVISION, Dade County Florida, more fully described as follows: Beginning at a point 87.27 feet West of the Northeast corner of tine SE 114 of Section 25, Township 53 South, Range 41 East, Dade County, Florida, thence run West 435.89 feet to a point; thence run South 85.00 feet to a.poiut; thence run East 435.89 feet to a point; thence run North 85.00 .feet to the point of beginning, less the South 1.0 feet thereof. Lots 86 through 93, both inclusive, of corrected map of SPAULDING'S SUBDIVISION, according to the Plat thereof recorded in Plat Book 3, Page 161 of the Public Records of Dade County, Florida, less the North 5 feet thereof. The South Half of Lots 94 and 95 of corrected map of SPAULDING'S SUBDIVISION, to the P•Iat thereof recorded in Plat Boole 3, Page 161, of the Public Records of Dade County, Florida, less a strip of land 5 feet in width off the East side thereof. Folio Numbers: 01-3125-051-0010 and 01-3125-051-0020, 01-3125-034-0890, 01.3125-044-0010, 01- 3125-044.0020, 01-3125-034-0830. DEVELOPMENT AGREEMENT TO BE PROVIDED AT CITY COMMISSION DRAFT DATED 11 /1612015 MIAMI 21 TABLE OF CONTENTS ARTICLE 1, Definitions al Terms and Uses I 1 Definitions of Building Function: Uses 2 Definitions of Terms ° 3 Definitions of Signs ARTICLE 2. General Provisions 2.1 Mana Wynwood SAP Goals and Objectives ARTICLE 3 General to Zones 3 3 Lots and Frontages 3.5 Measurement of Height 3,13 Sustainahility 3 14 Allowable Increases in FLR for Pioviding Public Benefit ARTICLE 4. Standards and Tables Table 2 Miami 21 Summary Table 3 Building Function: Uses Table 4 Density, Intensity and Parking Table 5 Building Function: Parking and Loading Table 6 Frontages Table 7 Civic Space Fypes ARTICLE 5. Specific to Zones 5 5 Urban Transecl Zones (T5) 5 6 Urban Transer.l Zones (76) ARTICLE 6. Supplemental Regulations 6 3 Commercial Uses ARTICLE 7. Procedures and Nonconformilies 7 1 Procedures 7 2 Nonconforming Uses, Structures Lots and Site Improvements 7.3 Flexible Allocation of Mana Wynwood SAP Development Capacity ARTICLE 10, Sign Standards 101 General ARTICLE 12. Amendment to Mana Wynood SAP 12 1 Amendment to Mana Wynwood SAP i „os r,..,, t«.-....,<. ��+a a5.. a.ce..,,., m.,a ml;o no, 11.1,4 a ".,rt,._ • Y - 114 t.i,. •AA,—L.,..., .+, CONCEPT BOOK MANA WYNWOOD SAP DRAWING INDEX Section Al: Site Diagrams Al-1 Aerial Ai-2 Property Map Al-3 Property Identification A1-4 Context Photo Key Map Al -5 Context Photos Al-6 Al-7 Al 8 Al-9 Al-10 Al 11 A1.12 Al 13 A1.14 A1-15 A1.16 Al 17 Al-18 Al-19 Al -20 Al-21 A1-22 A1-23 Al-24 Al 25 Al-26 A 1-27 A1-28 Al-29 A1-30 A1-31 AI-32 Context Photos Context Photos East/West Boundary NRD Zoning SAP Zoning Development Program Phasing Open Space Vehicular Circulation Transit/ Bike Slrt�rr Master :'Ian �,,ri 6+�cgnnr, `;Inri._I S�sr.fiiorrs FArart'„u,;(;Uffs Sbr;ar';eelkr. 0I11 'iertVUnS �'•irrorscn!u: `;tic!• r,r,� , .Apo Section A2: Illustrations A2-1 Flex A2-2 Market A2-3 Market A2-4 Education Section A3: Characteristics A3-1 A3-2 A3-3 A3.4 A3-5 A3-0 A3-7 A3.8 A3-9 A3-10 A3-11 43-12 Green Active Hoofs Covered Open Space Mana Commons Art Pedestrian Passages Green Facades Textures Facade Breaks Angled Facades Tower Articulation Garage/ Loading leatments Signage Section A4: Appendix A4 1 SAP Building One ZYSCOVICH .A P C. N T r. C T' S DRAFT DATED 7/17/2015 MIAMI 21 CONCEPT BOOK MANA WYNWOOD SAP MANA WYNWOOD SAP SITE DIAGRAMS ARCHITECTS I imn s.u, •.~al..ad... Ioa HBINN.. 41.1 111h FI ZYSCOVICH ib;M'R=t"gw 31 iORAN-1 DATED 70712015 MIAMI 21 CONCEPT BOOK MANA WYNWOOD SAP ZYSCOVICH ";;;;;;;; A fl C N 1 7 1 C I 1 10511>15A 32 DRAFT DATED 7/17/2015 MIAMI 21 WESTI EAST CONCEPT BOOK MAMA WYNWOOD SAP .00 N ..,n. 31.+ 27d F. ZYSCOVICH MUNI fl{ei 1301 LOS0 i H 1 T f C f i IDS MI 1521 1010e1n.o.K0 u00. ....I•.>,K..e,. 33 DRAFT DATED 7/17/2015 MIAMI 21 CONCEPT BOOK 4 5 # 16 16 17 15156663 5152 20 21 71' •t7 73 25 30 ID 11 27 31 25 32 35 36 42 , 20 13 31 .X. 70 T7 76 WESTI EAST 76 07 e6 65 2 61 3 13 • 7 e 6 10 11 12 13: 11 ' 7D 14 44 46 60 92 61 47 MINA WYNWOOD SAP 46 48 lOn N 3�II:r • 91.d 310k I' ZYSCOVICH Mir, FL Idllr)IV: A e C H I T E C T S I mi vi ru; Td • i,Lrmw .,.r., 34 ww-r Iprerk::cm DRAFT DATED 11 /16/2015 MIAMI 21 CONCEPTBUCIN MANA wYNWOOQ SAP M1l. ,_ 1�13,077. f.1 S'40 t131177. 1512 HI 1:SA;LUOW 1140r}401 ,Aaa 11F. _RP! 2 .:3.1 NW 5 AYE N..Iso FL 111174510 ,,I 11: 577441010 1.3 r.11511001. L1.12 Eaal 3 411 NW 7? TEN A3 .nd FI 711/IA1111 01 .31)504300:0 14404n10313400 lid: Em1 4 ..1-NW23UNM1.+.1 I L13177 IV1U 'HI-512541240Ul0 !'ara+11391Ah0111,. Call 0 I:i ..HNY72AVET/•,IM,F1.)11271041 01-1125014 Ora) I'14•:r.15..IF,.II.. Eesl O 1-;14 NW? AVE A11rnl r1311111541 111-3125.034-05151 Wino.) Panw. l4C F4.1 7 I.1. 140422111 Maim, FL 311:F01A 013121444a`G40 M.f.w. 1k/4n1. ILI: Eau O ..'+ 11V123 ST 24mn0, FL 331774310 01 1125 034 00141 '02 ,5. Hda1n0. LL22 EOu O I. '', 1414473 ST 1.4.0n1 rl 3117 4120 011125 014-0070 -Muna II010n,411C 7441 10 I „' 11'44 21 :1T LRP, F1 31,21 4117 01-3175 Du ' WO 0lo- Ia 141da 00. ill; 1 Ea.1 11 _:-'5.215r LI4n4 FL 31127-Ilid di 1175 014 0110 MI71ar0111510,54 LLL' Ea11 12 I I I1,/:1 STM anal I L 31121432H 0151250140100 52r7ad11 l 4al003. LL1: E..I 13 .. 17 1.0./5A','E Mlne (.1331274151 01 3125 01441350 ',131.1,4 11..1. LLG Earl 14 4. 1 'n'r'r; 1 41T 11..rni FL 331274312 014125-45741011 M'e.t.. It LIC We1I 10 ''N1V71 SI M .tm FL 33127 4327 01 1125 001.1 0700 lt,a 11es44, LLL Writ 15 t', NW24 Sr104. r111127.117f 01 1125052 WIN' Man Nnaa911.0 Want 17 ' 1450745454n'. II/11771137 01.3175.4510140 11I.. Ree37I LC W2A1 1e • • N'1I 74 HI Ilan, III 111211125 OI.212504100.W 12424'4/14o4Ly. ILL Well 10 `3O7 NW )1 fir rA,and FL 33127-4321 01 112541400150 4.I45.,4 IW.Lny 11 C I v,441 20 71M MV75 1.VEM>4nn FL11127J310 (14-31200441-11010 A)..n,. Imlµy. LTC W'441 21 , 2310 NW) A'll- M,..'r IA 11.21 1111111 111 1125 0/011030 1/ran'a 110LLn1. I I C V2rH 22 '2321 71345 All 14,401 1 L 3112! 4310 01 31254140.0250 M44n4I1d6a01 1 L 11 15..1 23 2170 NW 5 AVE IA volt FL )3t27 43111 01-3125.0441.0240 144'.n. 100092 I LC 1 334! 24 12)00 hV/ 5 A15; M 4,, FI 1147r 41'0 011•73040a:14 Manly203Lentir LLL 4.1n., 20 22110 hW 5 AVE Mi.r-r. I:I }11471)111 01 3135 131154220 ►iran!. 144.40241n 1LC 10.., 20 530111N 2351 2)404 FI 431244122 01.3115 035 1440 W,n*oo,4 140412041. Li '.55141 29 54d IIVI 135 IIAan 1, 712)122 .572 01512550150450 5410.g1.111a4Hy.,111; 117..1 20 5d4102.151 101.1m ILL311/71127 01 312503511410 W/01.31111o4m, 1122 03*.1 20 SS91044 2l 57 N'AII. F 13111' 4/22 UI 112n 03, 04W 15'111.1',)1 H,111.11, LLL Weol 30 140 NW2151 11.14n• fl '31271132 01-1135035115111 V.41,4111411d:11Mr, I I C 15..1 31 I VACA117 LAUN PAN : 1)0 01,4•ru, 4L UI '1173-11740010 ,'Aynav1ilH0yn9r, ITC WN, 32 •'24 NW 11 LIT Von, FL 3312, 4127 01 1'75 015 03247 W,nnc a011J.kp, LLL Wel' 23 3141424115r 1.1,u.. FL 311/, 4122 01,1125 035 0550 1/..an:. VIOk..g. IA L West 34 1514 POW 23 SI 144, FL 131244IAA 1l1-112511)5115012 Mein,. HMnrv14 LLC We.' 315 !`'1514W 730T I/ 4,, FL 3117/ 4'7.1 0131/50350570 M.'on • mr0,00 11,1' W.II 30 1500 NW 21 Al M u,/ FL 33122 4173 01 1175.035-0S40 12_4,41101e14. 1 LC Weil 37 2243/11V 5 nVEIA',n,l 1 L 331271/55 HI 11257250520 510an•. II4l,09. LLC '/hsl 30 223211W 5 AVE r4 i.'rt Ft 3,317747VI 0t 1125.0350000 Wan, 11431494 LLO Wool 35 I77791,15./S A•di ldn'. IL 3112, 4/4, 01112).135•0*10 MLm1 IWINn(.IIC 3340 40 '51110/4727,n1110.nn FI 31177175U 011125074)4151? 11d5144114.14.1. I U3 41 : 321/4W72 1.012..n Ft 331274/27 01-312503501340 031114114.1110351r0. I 1 C. V§.1 42 ' 327 N'N 22 S7510, It 7117f 4/71 01-312+ 213 C21441 ; 154 ..,,,Hnl:,,ga, LIC 43 ` 17147 22 RIM•an. FL 33127-4727 1N 11/5015(QM 514...nH0Vl'q. I IL VF•.' a 151074331 22 SIN 4, 11331774Rf UI-1175.3)5- 0d0 ;22,oIo.11a9.244, 1LC W4.1 40 1547 NW 72S1 M ,m1 F 13312r -4727 01 )135-03504T0 ,,'7A'Aoyl 1100n04 11C 31541 40 '1,57140,1 11 SI 4.4.42. 7133127-4777 01 111401111751 15.0.23311-1:ktrr03, LLC 55)4,' 47 5-01 NW)) Ur M.11+' F1)312! 4127 0111710350000 1W4,5433,01-1,3101g, ILL: Well 40 S3314W 22 S11A-.ml FI. 33172 44:4 4.1 1125 0350700 1,' !.ram 1031a1., 1 LC Vh,I 40 1517/8442 IWO./ 4111 rI. )31271717 01,1121035417111 iv,..'.. 1,110101. Ilc Weil 00 11.4115-4!1114'A and FL 33121 44211 01-1121')7021071 1/e'5rl1 li,Aany., ICC Ca41 *The aggregate area of the parcels described herein Is 23,48 acres, more or less, or 1,022,917 SF rry•.It-ntffi fen ZYSCOVICH ' 1W H5 .. • 40.2 N1.F1 M,4I .F' ma ,101 ARCHITECTS i 1 Iw.,1.,.t atm r MIAMI 21 CONCEPT BOOK MANA WYNWOOD SAP 1030B dI0 }Min LYSCOVICI-1 Mart FL 1111)110. 11 C <far 36 MIAMI 21 CONCEPT BOOK MANA WYNWOOD SAP 37 MIAMI 21 CONCEPT BOOK MANA INYNWOOD SAP J.. 1405 4411 i r. 1 • 38 MIAMI 21 i) CONCEPT BOOK MAMA WYNWOOD SAP ZYSCOVICH . I l I CI i .. 39 MIAMI 21 CONCEPT BOOK MANA VVYNWOOD SAP 12 11 DRAFT DATED 11/16/2015 MIAMI 21 CONCEPT BOOK MANA WYNWOOD SAP 'Context Photo Key Map 1-4 100 N Biscayne Blvd nth Fl Miami FL 33132 2304 1 305.372.5333 ARCHITECTS f 305s7).4521 ZYSCOVICH w ylcvlc w ww.oy30ov ch.com DRAFT DATED 11/16/2015 MIAMI 21 CONCEPT BOOK MANA WYNWOOD SAP Context Photos 4 1-5 .7YSCOWCH ARCHITECTS 100 N Biscayne Blvd nch FI Miami FL 33132 2309 305 372 5113 305 577 4521 info.zysc ich cons . www zyscovicli coin DRAFT DATED 11/16/2015 MIAMI 21 CONCEPT BOOK MANA WYNWOOD SAP Context Photos Al-6 Miami FL 33132 2304 I 305 33 5222 ARCHITECTS f 305 522 4521 Z Y S C O V A CH too N Biscayne Blvd nrh FI infoozyscovich corn w www zyscovich corn DRAFT DATED 11/16/2015 MIAMI 21 CONCEPT BOOK MANA WYNWOOD SAP Context Photos 1-7 ZYSCOVICH ARCHITECTS ion Pi 81aq. (Ord inH PI Mimmi FL FP-M./IF il6S IT? sat) r 106 577 or MIAMI 21 CONCEPT BOOK MANA WYNWOOD SAP SEE APPENDIX A4-1 1 1 1 1 1 1 1 1 a WEST EAST MIAMI 21 CONCEPT BOOK MANA WYNWOOD SAP I114'AMI 21 CONCEPT BOOK MANA WYNWOODP UP' Phi n >I r• td ZYSCOVICH A. G H l} P C T S 1.aNP......W.3/11,N M1.n1 r in11.1w1 emiian DRAFT DATED 11/16/2015 MIAMI 21 .The above diagram represent' the msalmuni development Height' with bonuses Lot Area 659,951 Lot Coverage 531,218 Open Space 131,990 Civic Space 32,998 Density 2,237 Perking 4,598 Base FLR 4,181,838 Bonus FLIZ 1,095,890 CONCEPT BOOK MANA WYNWOOD SAP Bate awbp eat Beaus DNNepeint General Development Areas: West SF Lot Area SF Lot Coverage SF Open Space SF Civic Space Units Density Spaces Parking SF Base FLR SF Bonus FLR :,...,N,S .a ,.•s..,,. 1. a ,l.r..AGnik .? • 04., .+."' ,,,. leT Total D +'' '.moat FLR 362,966 SF 326,669 SF 36,297 SF 18,148 SF 1,250 Units 3,885 Spaces 3,029;185 SF 1,432,191 e 55 SF SF For INueYrlve purposes only. Peel deeelepmeM deign eel be In accordance t#Ii IM IndMluel Ube plan applow(e). 7 YSCOV1CH 4 Y l 1 I 1. 4' ,, MIAMI 21 CONCEPT BOOK LIANA WYNWOOD SAP WEST I EAST 24IA ST NW ?do/ ST r ,Or rif 11 rit-.7i •• - . • Oirild;1101. opr r.,01 Op,r, Ph 1•44 ',MEL TOTAL Pho,...1,1111 TOTAL TOIAI 10%41 ,L,F.A11400,4 20% of provided Open Spew 10% of provided Open *en 40% of provided Open **a SO% of provided Open Sp4ce 00% of prodded Open Space_ 70% of provided Open Space %Mai provIdegOpen kw. 100% of provkled Open SPopi 11% 25.% rnt 1=1111EINNZIMIIIInzaikria.,:r.= In=111EITEINTIMIll MEM WIMIEll InME1111112TIN MUOPM Ifni 2.511 of be woo 711.10310 to 04.0011iff IS% to 36% of lot awe %anger.' no I S. t3TT, 17%of lot ern. t • t 55,01:10 .15%th 53% at Ott Pl. 4,alis Si to sp,o00 61TM 15% of tot yea Mi 111M11111174.72711•1=nmel qiii111 Tatil nue OSA * trY DEInft Sotto onetl.tyle Smell LAnFl Z YS C OV I C H A ,CHITECTS 4 ].. II,_. "Civic Space may be concentrated at Plazas as Indicated within the SAP as defined by the Ccdc and designed Into refer to the Mana Wynwood SAP Regulating Plan MIAMI 21 CONCEPT BOOK MANA WYNWOOD SAP or included in the Pedestrian Passage, Courtyard or other areas the master plan. For minimum Open Space requirements please Open and Civic Space shall re calculated in aggregate Please see the Mena Wynwood SAP Regulaliug Plan language for specific requirements "'The final location 0n the cr055-6 o-,r i.e0e5V en Fah, s:ell to dcla':nl-'_d sI )hc lilllE permi:ling and are being dep;cled in hea is -. a rat: 0 ry;rposes on For IIIuSIrative purposes only Fin, Individual sile pion epprorel(a) Opcn Space Vehicular Pnvate Drive Civ c Space • Cross -Block Pedestrian Paseo'• es:gn she! be In accordance with Ile f22 MIAMI 21 _ CONCEPT BOOK MANA WYNWOOD SAP ;i:wetl Enuauces ',nosed Vehicular ;,,rculalion For I lusiralive purposes ailia Final or.c ! Spall to rr acccroance wllh Ihs individual Silo pram approral(sl MIAMI 21 CONCEPT BOOK MANA WYNWOOD SAP IIluslraLve pLrpoaes only Firal cerElr; .ndnidual sae plan approval(s) xielmq Cps Route Prcposed 4ke Laies Freposed Trolley Expansion Frcpos5d TO,Iby Slaliui .,as�an sr.pll hr In accordance with the r- MIAMI 21 "Threhrwl IGtitt'..11 OA !la :tz., 4, 12 44.4 V-4.'L '4. ilStr4V11,41 Pr O S. Aora ryz, r.. 4- CONCEPT BOOK MANA WYNWOOD SAP 4.17.ry Stca incy itaets Ol•Csiti Pi - CrolA-VIK4 it-IcaiN,111Pascr- IM Ta kregrad with MID ftr dit.altatl. Curposag oriy nnal. OM, If* ihnlwiwpil eft zdr two-DYIIIII I psnntI and 1Wad diNOtIveci hi h./ ft.' Musr/Nitra pulpy)... ally. . •• • A MIAMI 21 Tat . rqo sub*/ lo minimum — FlockpiddedInversions ••• Mane Commons Pedestrian Passage with Vehicular Access and Open Space l• CONCEPT BOOK MANIA WYNWOOD SAP Taws are NOM In maims rai ratorplio dismiss - r • 250. 20,0' it 1 2V4' 'Ts final !onion on Ms Block podiatrist Paso shall Is dotominati al Os lims of F0 pliiposos Sat Final dirodopmint design .hill b In sitoltlins VMS tn. Niched.' •*. 0•••,- . .1 ' V‘..ir 1. • • 1 .••• I. .N Blvd >rd.FI Plicorl FL 111,1 d304 .10% AY, 59/3 Panay Shed (Sate Sacenduy (Bald) Montan Pomp • • • Canaan Pedistnal N..... • DRAFT DATED 11/16/2015 *AMti CONCEPT BOOK Sloping Ground Ptene Mane Commons PedeiYun Passage with Vehicular Access and Pevllllon III. "The Thin location on the ensrelodc pedesIlen Paseo shell be dsUnnhfadmths dms of winning and an being depleted In hen for Illueintive purposes only. I 'atm I ;:r 1!frrr!i MANA WYNWOOD SAP 1 Men. Commons. Pedestrian Passage Mln, Dimension i Primary Stints (A•grld) Noonday Sawa (-Grid) For Illustrethe purposes ony.O Final development design shall be In • .. tiose-BlockPednl, .ccordsnca with the Individual silo pMMpesftlle};,�.. ZYSCOVICH too NBnagr.BlM nh Fl M�...I ;, llllr.)10. ARCHITECTS P. sn..v� MIAMI 21 NW Bib AVMS &lam *on ir11IIHthmown, -4111. dknownft CONCEPT BOOK MAMA VetNINOOD SAP F os wild& Iv inE111111r1 11,01;110 Pedalo! I•1•iyu Podedil Hopi —b. 123 mat 12r mot 100,o• NO 4 11' 1 ro tea' iv 1 'Inv noel locollon on Ms c0000-tilogi paloolnal Piro ova be **minx' Ion• ponnYthvj .I'd *to b. dopIclocl INK* Int Olookralloe mouses only. ...438••••• /0.1•Or C NW 24111 81rect Section ry • Rtnalyarne WOO Sitoridri auk OA* um Minn ?mai For AivIntlIvo pomade *My. Flnol dvroloponerd onion shall bs In cmisoxil worm onconionr. V111h 11.1. InA 1,11 wt. plrkr1•Feprom111.1 41•1121.41,41,4 11.11 ZYSCOVICH T • 1.01 1.71 . DRAFT DATED 11/16/2015 MIAMI 21 Te.....nitro asaw. e', mom skrssru d.rnrgw — P'h"et„II'MM try' Ni ■ NW 23nd Straet ABMlMikv. Wean CONCEPT BOOK O MAMA WYNWOOD SAP Amos w valet to mod. mun Pbapl l.holm P+IUYI Heteh( —► 123'mm mar YQ 1 NW iftivAvenue Altemetive 8ecpon 1 .The Anal losetlon on the or seEllodt pedestrian Pews shill be deerrnlnd al Um lime of For Iluatr.dvs purposes only. Fkld development design WIN be In periling sod an being depleted In ben for leuebeil I I urpaess only. GIY nP '• .S IICO 11 �1PID9 i'L ke _'{rn•t. ti accordant. OM ins inennA i &Ma Wan epptnnigs) lop N .;n...deAn ZYSCOVICH :t:,nnnt w• AA. Ho t t C T •. r na to lni II. Moony Snots (A-trld) Secattily Smell (B-0Ik) Rdsfmin Move + + + Cma stock Walden I•o.. • .M.yn<ald sm -e, DRAFT DATED 11/16/2015 MIAMI 21 LNW grrIAvenue Sectlen 717-0' Polq•WHO** _irq- ;Ur rrsa a ,!.131.•.! —Tha Anal lacklan an th. claw-Z*00i amdawain pawo wall be drigeroinod si In. rquoiliOno and AM Sepiched IA hats tot IlbatflaVe purpose only. III J 2 CONCEPT BOOK MANA WYNWOOD SAP 1 4 100_ qq• lo madmmi — Flo.l.MOdinomiro 1 Nara. Hallam _ Itr to,c;fr;r;o• erf 'or.r.t-of pro we' — - — NW Mam; Privalp Drive Sedan "'" 8'4" "" • — • _ Nowt. cmore L.) oofto•00./ For Illuqhmlive porpoise oriqq. Floe dirOidortlairl r.1041011 MK be In PCC;TrthiqGq thpq [WM& ;.1 qlty plqo qFPorMtil. ZYSCOVIcH • „ • • ••• I 11 - Plum MO (A-GrItl) SwondilyStreib (13.firld) POLIWIN; Pampa • 1 1 Oftwilock Pedaktan Pomlgmp and of, narg aytl.d In nrr RI I know:.. Purywsu PI1Ij. be • . *.- tent ] . e r ..]' 0' 9 [. Js4 .Arai. darl..ae.f✓•+nM. IMy�.,ry DRAFT DATED 11116/2015 MIAMI 21 K L .- Tua.lre.y.rrld n Rail. - Mint fMwp.r rr1. Palalrsl Hdd4t US mu es rs"1•4'n•a.ya-'r NW 51h Avenue - 75' Section r1 rev' CONCEPT BOOK DIANA WYNWOOD SAP 4— lbw. wit sagest 1v tomb mum FbwpYY d memio s Pedestal Hs4M 123' mw 1• e-r mesa f•r'r1"raPrlrva;t 1$4,•01:1,4`. NW the-22nd Steel Simeon "Theo Mal IooMIon an th.ormss•Blodr owlishly Pseso shall tM dslonolnod st Ms Ilms of Far IIMWrsg.s purposes arllp. Final development design shell be In accoNsnos with the Individual Me OM ooprovoles). 1 .la..e. 111•A sa11. ..y 111R FILOT Da lrtFt I Pitman S i. (A•Orkd) Secondary SUM Raid) fYMeMltermupe s • . CrygrlWCt Pedafik l I'e.tu" I fl IA sm..md ]7FFI ICCO�/ICU I.rei FL 11131 Het .i 1 .7 ♦ r1 Ire 1111i]] . IM+rrnrkt wr. ARCHITECTS 1W err na ..... nla.n<., DRAFT DATED 11/16/2015 "Age . f ; I , . 2 • • 14: 10: • • - • ler ai w� a 1 • 14,11. • ij F •••••..w.a. .•.•.w. iei ta••w.• 1 •#••ii•ia•♦• a• af•••••.Iaa. a 4 ♦ 1 Landscape Narrative Mine Commons 3 etI —,1Ia •a aa•U•.eaelas ie•.se / •••...s a•eeen+•e..aaw•iw•i COMCEPT BOOK MAMA WYHWOOD SAP • • • ra • • •+ r[ „ II •••1... • fihd I7..n, nnrinl le n pdest1141 aliolralrrreml rn •In ulUrin seulNg Mai ea composed of o rrvs al' wind open plorin end dshnod •nlaal.rtn }eon NOWA o all Lug* tome a petite Mel euo 9rr.tilhlu [11 tkn!Ma'amnrl1enl to eof1Oal and headily the i 1tiui Io o1ocaspo• $hacien po.Io1pm, waniwuy3 ddlniOnat 1.. Dales r raun4J IMor 1,1010 corvt act%vein nlllrktor **whine imprn4o.J by orutllllin;s and entail•!marmot• wilhln Ina properly. Agra) ahlprrir} mot 1111ar.01r0 within Inn camtnarn wdl aarve os a Sealing and ub4 trvnllan [lark lhnl will enrich vimrelly lho grayed plane of Ih• sonny the Culnn rare and ail Its cmllprxlnntn will cenlribu!o Ir ore dgenllinn of o Iwo ceromunlly synch d rc yrw.r In nsiorniondrue all uaor• rind frrhyrnrmninll prenrn1r16 ktolradkup spew! etrom, AUnaf Mena Common corroydwill be designed by phase 2. Streeboipe The cbnlonlporlrry wsoal ohorxlsr of the t.rtd1.:.1po end Bard Wane veal %give 10 1104y Ins SAP to the 2urrawidIng Wynwood area. lire rflnrrlctet or Theme *id hennenlza wen Ilia powerful neetheite Arid CODS of the AO Mur.Ni on11 the Industrial charnstar of We buildings. Conon,* with l4u rlv vrertq efra10e p • dearssnd below, PWrlie , ftard/cepa and Wolfe/ape nmeirne ds will mewl* a eland mrrnachramnhe eenlhotlo Owl ginning., Ito visual end caudal chsno kIo el the Disler/ A5'ere Ono* hlcytla ronnee4[m hem UM Avnmio and Sth Avenue le the C:unvnnn. will tea **signed ray whole 3 Collaborative Streets 23rd Sheet, 24th Strait, lith Avenue and 2nd Avenue to bee collaborative design with the NRD, BID, or landscape consultant of the Wynwood NRD Sfnetscaps Design. Represenlellve Tress: Moat of these alreete are the smell and urban In nature, Trees will be defined In harmony with NRO Slraelecape design. Continuous Street Verge. Tree woes with oor, .inn,lr pevad woven' yearn will ram parallel 44111he atr••l t.11ween the man pedouldan zone of the sidewalk and the back or curb Pervious pavements In Ihle zone will be u -n-1 whin one oble 1n Mow wir and water 10 reach Mimi nnos under pedestrian zone, S&bwe/ay.:icon! groy cilncrste with norilontel pattern yarpondIcuIar to the Sheet end rwrlm cos ha the edge of the Street verge. Artlsllo hordecapes may be designed to vrillenr:n ykhrwsrlk pallarnn al building smiles or fjtylz Senoso:Ildewe lei shall malnlafn a dear path for pedaavfan bank. L1ghlklp: S•rocied pluck colored lone poste will he prated at back of curb whhtn tau street verge end between Scud Trees. The Light quality will of the Lumen le a warm white LEO Salome Crosswalks: Artletic patterns —The enel looslron en Ih• cruse-eou pw0.•rrren Pomo shall b• determined et the time of pwrnMlap end nebrilne depleted .., Mee kr yr..m. e.va purposes only. III hJr I ._ .i.l For twaroarl aryl Flml dwelop ant design shell e. In eeeordsnee with the Inlidduu say ern araworairet iiR>wk ZYSCOVICH"„,<♦.,, e k F_ 11 I r r C t I rn ur ki• � DRAFT DATED 11116120 15 MIAMI 21 • t. Street Master Plan- F+E+0 Streets 3th Avenue to be daslgned In harmony with Wynwood NRO Stroabcape design. Hopre5vrrfatrve fres,1; Mem of 117e5e 61rnats are Ena small and erhan ui nature. Treoi .5111 be tlefilocl in haim any with NRO Streetacepe design Landscaped Street Verge: Planting beds wllh occasional paved concrete zones will run paral- lel with the street between the main pedestrian zone of the sidewalk end the back of the bike lane Pervious pavements In It Is zone will be uaed when possible to allow air end water to read) root zones under pedestrian zones Stormwater retenslon systems may be provided Sidewalks,: Scored grey concrete with horizontal pattern perpendicular to the Street end con- tlnuoue to the edge of the Street verge Artistic hardscapes may be designed to enhance side- walk patterns at building entries or Civic Spaces, Sidewalks shell maintain a clear path for pedestrian Verna Bike lane: A green colored bike lane will be separated by the street verge or pervloue paving material Lighting: Selected Bleck colored lamp posts will be placed at back of curb within the street verge and between Street Trees A lap posi with combined car and pedestrian lights will be provided. The Light quality will of the Lumen is a warm white LEO fixture. Crosswalks: Artistic patterns. CONCEPT BOOK MANA WYNWOOD SAP Z YS CO I C Ht gate YrR.J rrihfl r1 11r11 ;pp. 1 1Yf 11Y nil. 42 I C I r 1n1 ur ne DRAFT DATED MI6/2015 MIAMI 21 CONCEPT BOOK MANA WYNWOOD SAP 24th Sheet 2. Slreel Master Plan- F+G Streets Edge Streets 22nd atrial Ind Btlt Avenue end Mine Private Street Represernalhe Tress. Most of these strects are the smell and urban In nature. Large upright Trees such as Live Oaks wigs lower branchae trimmed will allow ample room and light Into the pedes clan zones a:Walnuts bnuorrs Sfnsel Verge: Tree wells with occasional paved concrete zones will run parallel wllh i!ia idrtrat between die male pedestrian zone of the sidewalk and the back of curb Pervious pevemente In this nano will be used when possible to allow elr and water to reach root zones under pedestrian zones Sldewalko: Scored grey oonerele w'llt horizonlelpettsm perponddeuler to the SLreut end conlinuoue to the edge at the Sirsel verge. Mimic herdscaces may be designed to enhance sidewalk patterns al building entries or Civic Spaces. Sidewalks shall maintain a clear path for pedestrian traffic. Lighting: &ladled Black colored lamp poets will be placed al back of curb within the elreel verge and between Street Trees. The Light quality will of the Lumen in a warm white LED fixtures. Crosswalks: Artistic patterns •w f frf:'fi�i� .— • Sidewalk Pavement h1uN!-usv Pall aifh Lernlsr;rp DRAFT ' I Rtai „iw 4!5/201b; MIAMI 21 22nd Street 3. Street Master Plan- K+L Streets Sth Avenue ea••• Raprriner IEhve Truett: Otiose crimpy Imes on the sidewalk such as Llve Oaks or Gumbo Limbo Trees will erilrmlre the esr9t111ry r:riM LLcror the Street whit en nxratine plated median. Continuous Street Verge: Tree wells with occasional paved concrete zones will run parallel with the street between the main pedestrian zone of the sidewalk and the beck of curb. Pervious pavements In this zone will be used when possible to allow air end water to reach root zones under pedestrian zones. Sfdswalke: Scored grey concrete with horizontal pattern perpendicular to the Street and continuous to the edge of the Sup t •:,,.rtn Art9iic harrdac]pes may be designed to enhance sidewalk patterns at building entries or CIVIC `a'•U • + : IdeNglks shall malr.tain a deer path for pedestrian traffic. Ellke lane: A green colored bike lane will be separated by the street verge or pervious paving materiel. The bike lone will transition to Ma Mans Commons north of 22nd Street. Upnfrng: $ ofirctott Ell tick oa'nred temp posts will be pieced al 1==a k of [Aida within the otraoi vo rue and be- twoon Et+onl Trans. A Ibp pant wtth combined car and pedestrian lights will be provided. The Light quality will or the Lumen is a warm white LED fixture Crosswalk]: Artistic patterns. bin rrr^rll 111 1a II _ i. ..'iL.il'il CONCEPT BOOK MANA WYNWOOD SAP ZYSCOYICH "•,.�..•1.�« r.�.rt p44n1 rl, you 1Hr I r tc c t t Y Miw+ii e • DRAFT DATED 11/1612015 MASS 2.1 4. Street Mester Plan- F+G Streets ter, , ri,.coPe V:".. t Ana I .11. WENN CONCEPT BOOK MAMA INYNWOOD SAP • Strearrope Z YSCOVICH All I t ' • IIIMOCE111111 GRAN DATEn I MIAMI 21 4. 5 Street Master Plan- E4G Streets CONCEPT BOOK MANA WYNWOOD SAP Bike Path Sidewalk Light Post Tree Well Landscape Area Continuous Verge Tree Well Crosswalk Continuous Verge E=11111111MININICEIMil ZYSCOVICFI hr.., I 1.11. • • .•.• •• •1 1 114.1, 411111 DRAFT DATED 11/16/2015 MIAMI 21 CONCEPT BOOK MANA WYNWOOD SAP The Mane Privets Street will be a wormed (elevated Pedaatrlon Street) with same Theme standards se the other Edge Streets 7. Street Meeter Plan- F+J Streets ZYSCOVICH err f em .Irma e ':M • • Qom' —fir¢• Bike Path Sidewalk Light Post Civic Space or Lobby Entrances Tree Well Landscape area Continuous Verge Sidewalk Crosswalk Transition area to curbiess section Retractable Bollards Curbleas section DRAFT DA MIA'S 21 SIE41100, PAVILIONS Mina Commons CONCEPTMOOK NANA VIPIPNWOOD SAW • we N 9i.a. fl ZYSCOVICH lllll 3101 I Saf,111 ARCHIT EC TS 1 Mt fn DRAFT DATED 11116/2015 MIAM� 2t M.n. common. CONCEPT BOOK MAMA W NW000 SAP ZYSCOV1CH M.11,11.151161 �:..y..ua iM.f'I 1N-IH.ePAt • •�«ry...�..r.� A 4[ A i r i. i 1. 1 I 1.1.1n DRAFT DATED 11/1612015 MIAMI 21 Temporary Merle Commons r 1•1103 L • • 1 Of CONCEPT BOOK MANA WYNWOOD SAP ,7"771w14111MIEtEll too Fl S,...01.1 37. Fl ZYSCOVICH PC III, C IS 01o15171511 DRAFT DATED 7/17/2015 MIAMI 21 CONCEPT BOOK MANIA WYNWOOD SAP MANA WYNWOOD SAP Illustrations Z i SCO1 ICI"I :A NGinu •IhJ.. FI Mini v4 A'O d. ARCHITECTS I nlvii • hor• tot tom 69 MIAMI 21 EXHIBITION - MUSEUM CONFERENCE CONCEPT BOOK MEDIA - TECHNOLOGY TRADE - DISTRIBUTION ••••••,..1.10.- - 'salaam ROCK HE Hi MANA WYNWOOD SAP STUDIO - COLLABORATIVE a ' ASSEMBLY - MANUFACTURING SHOWROOM - PRODUCT DISPLAY -111 f , - s I s sss 4 p-,t(t1 • s' •Ss , s • • • • .4•11,1“•.11(9.1 BO MIAMI 21 - - IERCADO SAIL P.IIGUEE .!/ • „ 0'; r ,, vv v ,•••••••• • '••• • MERCADO LA BOOVERIA 183,cHooal CONCEPT BOOK MANA WYNWOOD SAP 100 N Dotikyno 10:v.1 rthrl ZYSCOVICH ARCHITECTS 1;7 0'512'1 I ,37 61 MIAMI 21 CONCEPT BOOK MANA WYNWOOD SAP '.iTHEFT N.1,4F1 1001 auL,r•14doplh r 7YSCOViCH it inl FL 1, iL) sLoL c11iTP r 1 1 00 19 •030 . 62 MIAMI 21 CONCEPT BOOK MANA WYNWOOD SAP ISII . .7 kr 11; 7;...I; 63 DRAFT DATED 7/17/2015 MIAMI 21 CONCEPT BOOK + + Li SAP MAMA WYNWOOD SAP CHARACTERISTICS 100 N Fnen.nn Ned. Erik fl ZYSCOVICH "I A N O N 17 E C T 5 1 iai ifS�� pw.kh um v^od.Am� 84 .u1 DRAFT DATED 7/17/2015 MIAMI 21 ROOFGARDENS PEWNGt.ANOSCAPE Lincoln Center, NYC CONCEPT BOOK MANA WYNWOOD SAP ROOF TOP GARDENS too NBU",n. OI.J lMFI ZYSCOVICH ALn.. FL 191)90. Ma an 111i M.S Nl,ISf.,.,� A ,. C H . I c _ i sol m, uu , ._ ,,,,,.,,y,,, 85 MIAMI 21 BUILDING ENTRANCES PEELING LANDSCAPE CONCEPT BOOK MAMA WYNWOOD SAP OUTDOOR SEATING/DINING ,,. .t s Ibl I.a �t'iR1a1• oiN -: •sly+!s .r+.•µ. • _, Y Z Y S C O V I C H M,.m1FL;;;;' »t' FI ARCHITECTS i oo s r ail a1►r r r•ae . w.r s,1<u:lch•un 68 MIAMI 21 SUSTAINABLE LANDSCAPE WATER OPEN AIR EVENTS ov.111•,,A111.KIPM. CONCEPT BOOK MANA WYNWOOD SAP 7YSCOVICH • ..g•,:1 ARTISTIC LANDSCAPE • 67 MIAMI 21 MURALS BUILDINGS STREET ART Z.YSCOVICH ARCHITEC1'; CONCEPT BOOK MANA WYNWOOD SAP STREETSCAPE BB 1_)?\1Frir MIAMI 21 It CONCEPT BOOK MAN* WYNWOOD SAP i‘ khica,neStO "rib Fl ZYSCOVICHK.. FL 11111 :I01 103 A C 14 I C I 1.4 69 MIAMI 21 VERTICAL GARDENS - BIOWALLS • es LAIL - L Rik% —1 • a Its .agamirtrilkaiNE111.11r1.1.111111.11M 'ff —""11100110 ' ' I .k .ebi ' 46 lb ili ECO GRAFFITI GREEN SCREENS CONCEPT BOOK MANA WYNWOOD SAP VERTICAL GARDEN MURALS ia0 91“/ ZYSCOVICH Ifni FL tl ),04 . ARCHIT EC r5 70 MIAMI 21 CONCEPT BOOK BUILDING SCREENS BUILDING OPENINGS Y'SCOVV-1-1 4,CHIIC MANA WYNWOOD SAP BRISE-SOLEIL 71 viz\l= f I➢iri r•) 020 L, MIAMI 21 CONCEPT BOOK MAMA WYNWOOD SAP O:+U�ni;,v B:•a ;l;,iFu ZYSCOVICH LIA.FL1511i ;.fiu i°`1,1»h::�". 72 n C d 1 T - 151 yn •r n MIAMI 21 CONCEPT BOOK MANA WYNWOOD SAP :3[ f. iraone 1711. VI 7YSCOVICH ARCHITEC TS lios,141/ 73 MIAMI 21 .7YSCOVICH R C If II CONCEPT BOOK MANA WYNWOOD SAP 74 NllANII 21 CONCEPT BOOK !NANA WYNWOOD SAP 160 0110{", ZYSCOVICH "-",'","" „,. ARCHITECTS 1 101 I 75 MIAMI 21 WALL/MURAL SIGN MEDIA SIGN CONCEPT BOOK MAMA WYNWOOD SAP WALL / MURAL SIGN 7YSC�,Ne,.:,.;,.a, OVICH ARCHITECTS 78 2337 NW 5TH AVENUE: MANA 5TH AVENUE MIXED -USE HIGH RISE BUILDING: URBAN DESIGN REVIEW BOARD, NOVEMBER 18, 2015 DRAWING INDEX GENERAL INFORMATION SHEETS G 0.0 COVER AND DRAWING INDEX BOUNDARY SURVEY PLAN DEMOLITION DRAWINGS (DEMOLITION PERMIT APPROVED: BD15-008219-001 UNDER SEPERATE PERMIT) T 1 1 BUILDING 8 PROJECT INFORMATION T 1 2 GENERAL NOTES, SITE PLAN A 1 1 EXISTING & DEMO OF INTERIOR GROUND LEVEL FLOOR PLAN AI 2 EXISTING 8 DEMO OF INTERIOR 2ND LEVEL FLOOR PLAN S 1 1 FIRST FLOOR STRUCTURAL DEMO FLOOR PLAN S 1 2 SECOND LEVEL STRUCTURAL DEMO FLOOR PLAN S 1 3 DEMOLITION DETAILS ARCHITECTURE A 0 1 CONTEXT PLAN 8 NEIGHBORHOOD BUILDINGS A02 A03 A 0 4 A 0 5 AOe AO7 AL -OPAL PLAN 07 WTE VOLUMETRIC AXONOMETRIC OF CONTEXT & SITE URBAN SECTIONS NORTHWEST RENDERED PERSPECTIVE SOUTHWEST RENDERED PERSPECTIVE SOUTH RENDERED PERSPECTIVE A 1 1 8 12 PARKING DIAGRAMS 8 DATA A 1 3 SITE PLAN A14 FIR DIAGRAMS A 1 5 ZONING LEGEND DIAGRAMS A 2 1 A22 A23 A24 A 2 5 Ate A27 A 2 6 A 2 9 LEVEL 1 FLOOR PLAN LEVEL 2 FLOOR PLAN LEVEL3 FLOOR PLAN LEVEL 4 FLOOR PLAN LEVEL5 FLOOR PLAN LEVEL a FLOOR PLAN LEVEL 7 FLOOR PLAN LLiEL e F LOCH PLAN LEVEL 9 FLOOR PLAN A 4 1 SOUTH BUILDING ELEVATION A4 2 NORTH BUILDING ELEVATION A 4 3 yg:S BU'JS NG ELEVATION A44 EAST BUILDING ELEVATION A 51 LONGITUDINAL BUILDING SECTION A 5 2 CROSS BUILDING SECTION A 5 3 DETAIL SECTION OF BIJILDINGFXEAOE 1 ELE4AT19N A 5 4 DETAIL SECTION OF BUILDING FACADE & ELEVATION A e 1 EXTERIOR MATERIALS AND FINISHES LANDSCAPE ARCHITECTURE (ALL LANDSCAPE DRAWINGS TO ADHERE TO MAMA SAP MASTER STREET PLAN ) L 1 0 TREE DISPOSITION PLAN L 2 0 GROUND FLOOR LANDSCAPE PLAN L3.0 LANDSCAPE DETAILS L 4 0 LEVEL a AND 7 LANDSCAPE PLAN L 5 0 LEVEL) AND 9 LANDSCAPE PLAN j. II Tr! r f 'fAYAI 596,0 AL} DONE SIEMIITAL COVER AND DRAWING INDEX G0.0 MANA WAREHOUSE DEMO TOTAL DEMOLITION 2 3 3 7 NW 5 T H AVE MIAMI FL. 3 3 1 2 7 PROJECT DATA OWNER: FIRE RESISTANCE RATING REQUIREMENTS DRAWING INDEX CODES: MELANIE HOLDING, LLC 215 COLES STREET .M1 , _:ten, r, ei swum. T-1.1 BUILDING PROJECT FLORIDA BUILDING CODE 2010, EXISTING FLORIDA FIRE PREVENTION CODE 2010 CITY OF MIAMI ZONING ORDINANCE 1 MIAMI 21 JERSEY CITY, NJ 07310 .mn. ..Egli. W 0 KM bO, aaecw a .. T-1.2 & INFORMATION GENERAL NOTES, SITE PLAN ARCHITECT: BBA ARCHITECTURE, INC -ammx nom 0811.111..111, vwoam,M„AL A-1 1 EXISTING & DEMO OF INTERIOR CONSTRUCTION TYPE: 12413.1144015 0 „.,a,,,,. GROUND LEVEL FLOOR PLAN TYPE -I 2200 NW 2ND AVE, SUITE 203 MIAMI, FL 33127 0 RQM 11. A. A-1.2 EXISTING & DEMO INTERIOR 2ND CURRENT TENANT OCCUPANCY: T: (305)200-5251+ manic ¢ ran. Mr WSOM +,1 . LEVEL FLOOR PLAN MERCANTILE MEP ENGINEERS: TOIMMTA.,.oram Ws.s°¢,Yi'r .3" 5-1.1 FIRST FLOOR STRUCTURAL DEMO a012/ ` SCOPE OF WORK: MEP CONSULTING ENGINEERS FLOOR PLAN 2300 NW TH AVE .ALT.0 ,a"'", - M. L. FM 9.0 von S-1.2 SECOND LEVEL STRUCTURAL WORK SHALL INCLUDE TOTAL DEMOLITION OF BUILDING. FL9 DORAL, 33172 T: (786) 275-4376 CL.0,,g r nn ma nt, a a cu. S-1.3 DEMO FLOOR PLAN DEMOLITION DETAILS TYPE OF WORK: ALTERATION TYPE II BUILDING STORY INFORMATION: 2-STORY MASONRY BUILDING YEAR BUILT: 1967 ZONING DISTRICT: T5-O LOCATION MAP F,AR.: NO CHANGE SCOPE AREA : 53,624 S F - _ _ . , p -w-rs.ir*wi c^' FOLIO: 01-3125-034-0250 LEGAL DESCRIPTION: CORR MAP SPAULDING SUB PB 3-161 Mg ( LOTS 26 THRU 30 LESS N5FT 8 LOTS 66 THRU 70 LESS SSFT OR 19452-3671 0101 2 (3) COC 22334-2709 OS 2004 2 � _ - _ A. ti._ , LAI mE1 = � � E. CAL9116 PERMIT SET zakr BUILDING PROJECT INFORMATION T-1 1 GENERAL NOTES DM. la Ir.,=.,.�. Iwf.,.Wn Oaf..Roan DE raa. sewn.. w¢. rally 5.1.001.. .R D....cW.xaura raw 66 at d6...uc cml OR u....0 LEM. Trm6.W d.6� mw.�.�..,.rolad.E.5, lava DR ADuosu¢y...uu u<r.k.. .Ems mW.a�a�a .a..M�.51.OR.e:.W ¢.rII.� IRI ..-_..A. a ...._ .. I..., no 65..� .� �.fi 11C atlee. ant ..An Or . MA IO md6.rt..¢..n m.Rraum .m.or "am an 6..Er..... o1•.v W..... 1.61... KO.was REED ..IUD a.nv...I.ns Iuwu,.Isa Cam., v..¢ Im v . anam m i i106Panai.uuurn. I. Dr. w .mm¢a .n,o.c a raaalw" ../. Or MC.* 6. last., .o �o nu`W°c �'in vaI mr:.°Aall RM. E. IS wI w I.u-.o nw..rnn Dr im-y dw..r v.m.n OR M rtm¢m . .OL a.n.nd ..0 ..w.eaa rd MT IL / .Om IR men- .uc pm . carom 10 t ra fOrm.un 0 x OMR a. ..x IO 0 van a IK ax.I..:a...¢u.. u. a.W. cO...ld.w- CM...xra... RR RE C.C. mrua.uucwr CRuac ..t IC Yr56w.5.w .s r 00.E .rani R... OAS 6 ¢ aa.066 ....I...CJx..I 11.1.0...010. Da. 66 IR MC ODOR mw.nw v.1 wM¢T.o SNE M reY.r Iff 2.n... in+m.�¢ R.Eu .n¢na[ Sul Sari .. 1112.0. r mama v.0 .r IL.m. W rWmn WORE FWra6 N 55.451 v.¢s Wr mv® am DE wR' R RE .R.I. m ..s.o...w. RE 0.1.1. raaNm6u r...r mms.w rod e.. 16. d. 1..1 a u.. Iw. • r cra.1/0111100ne .0W0.do.11.6151 . un.nr¢�"s LLODEAL �-,.mi4w..0nr4 la I50`wl3u... .1. 75 Dr mer KM .ron m+1.1.11 v m rhini . RiaRI a.rr IF ra `ui; °r•du¢ IUW.as.a mu,os a r. art ouo�¢ rwrn.. i. ALL Wow. . s•u:m..r i. uc aw.1.63 Rai If.9..c[ rr iu .Iama. rs.. u-nci wan awn IW.nvo... aril al ma.r.m WOK Mk 1.mlw... .W r.muc IWu m PS or ..u.1.n i. d.u-. Iti ▪ uPROCER.iva va` eR.R`wrvr s'I`u;`m COMO W aRMA.6116 r... Jl.x DM.. • anaa r_...i wYr..c a. rk.•. •...... y rod W. ¢wI ... nWim... W...w.v. d Wiu._ BR Owl n.s,.no. COEIDER. _ Dar Mk Cana ON .l o. lumr.a rw.Er.r ,<, ...r uE .m;�.E sun OR D.C. RALF Mr ROM w.I.0 *IR .. 5.6 ru.NK ....n mom, Ix .osur w.acnvuu SE m603111 r.. w..rwr0 amr uvr. T. INC IEaw*.rs n ru II ALL Lama alai MO R. IR BILL ARC MaS Or LE.C11 R.000 50141 ..0 PROR TO • . os.. I. 10 RI Ea.. Darl ALL SE ir MR. OA... b�. '.a ...0 raDI L r104W .r. ....�v.Ml+wy RR .. _ .. wu.. TOwld.lume Dr. %NO, ui.u: Sus RC..�.:. Eal.w 6 Mr w, >< none lie n.WW la IOC Cr A..WO.I. raw m I. ra la .I3n[ 0 u.a o :I.Q..e m aI IOIO :,.., d ar... w RV I5... ss.COMM ..E Wan.o *ME ..vo•D..a..r...¢n.*I.dw.wrl. In Walk w.Id.:I D.. vW...0I1... AR rR Oa.... N DIE a..I..I.. m...mm.1 w� Wm.uWWOI [M.mom. a.. Canerd mer.cla. Ilan, .. 1.1.411. Ry amanro+ r. R G 1.' TT - - „maa 1.14... nv. rt Jcs..�rai el rIC MOM, ON ie - C :roam, a p _ t..+.a v- •9 i+W.c s.a_ vra0. Cal v, of _ r. 4.+._*.... mnN.Ivli cnasta m Lea t DNpW6m.m.r C .Cam.. IIIE Om. Liu al RC 161...111.06.106 0.0 I.u.d o.066.[..El.Rro610. 11.5.0 06u ra�..ax.R.I.,m OMr ORO PORDE. •�..Warr. Dart . RAM oaER AS /0111.1.1.611 I LJ J f1 i L-� DEMOLITION NOTES INC pia L..-v • ur¢.m• i•••••""Iu,..I nu El. Ai un.. Oarnr lo.ROT. m.......R ILL NA . 106 In..Cann am.6ttx]...I.[ ..Ia 65. .d. uraq ..O 10 rarIT • AMSCCER r.n-O6 Wei a ¢� . m.Ii 06uJ.nE IIwTIC OM. ma.. a Earn Moog w . Mean N am. 6.va.Is n I. Ian... ... . _ .. ...Or .T u.� .� —. r—...�.aawc ey..�.a_=Er<....r.. +.. vim..-.,...r. r u r.r n.c x.smc.uw.r ".u..., r...r,.. ...ER Of REDD . GENERAL MOTES WORK ANY da.dalaN MAIM ADJACENTRAPTw TomWORKM OR ROAD MALL RR GCMG OR OF TIC PUIR.ICANALL ME KEIT MIT Of THE waanD AMINE ADJOi lYARD MOT, WALL M rrovim nn a.a oanuC wTPAeIx . TEAuwATr WALL r PROM= FOR MMY OA WORANDAI NW. ANTTRUCTRD TO MR TM MO ALL WON TWA: MALL RR MA MOMS ASO EMI OEMOUTION ROTES LEED MANAGEMENT PLAN CONSTRUCTION WASTE MANAGEMENT B RECYCLING PLAN NOTES 5- RECY0,40 AND RECOVERY Of 11. MATERIALS Ma apa am. wa A ma. wawa-R.naa..w.dw aw m a m.o. Mr. ? ar. at .al r w. O • Aww..wy4 Ayw.rada..nnw.d.a 9swr a,. as, lag .,and as ▪ `da� Mark o nr waa Pal. waad annIrn SaM ..�.. am *Mad ad Mania waal Oa. a MaS and ban et. .µ.F .TGaCp. PIMA. � P : p: Mr a am Pe. FIRM N. cw. aN mans try anan aaaaTa.Nna • CI.NrAC 4�^1MMM>w w Nra..NdsMaa. GdWa.dI ,w,w TrGls.aMii • �naum.pa.....c �n • LLAN..XMna.. I :rt. i.Mart AM .n am T.i. aoshaDo.. =41 aul+:w•.Kia A. a mama.. r�ana a ItoG..a rc. TlwO.cTwDX m d.a MI Wpm M....N ma MG.q...STE MVOS, P" Re VAULT ROOM `MIXT ROOM TO BE :LCCREMOVED « THROUGHELECTRI CCORDP WPM NTH PAL ALL ELECTRICAL At Walla IRATJRCS TO BE REMOVED MECHAJACAL 11 REMOVE OUR YAM A. MGC,AMCAL SYSTEM w. a w anal .. a. a d. �. i.• mad. .Mi. d lmom jA... R a Oman Cams a mans :w T Wfaa, Tn• harp ma aaa Amnia T Las.0 w..aaa wane.. .."nA emus awsry wnnaarq�wr.N near rmeroirraN una aaaln am d• a mans RECORD NEEDING Denro... Canine. WALL Imp . norm alahad drN. an am arm an .ad al. Pao amsr•Ma I Ram MI Ina MY 0.spl•rw.u, natal a papa ma rawm ea Pans MM N is .lad.woaaw. •M tlaw a.Os cI Y..r uo mans aaM llw snn arydq e.m.pw a.dslo nm. bud I...d.Ma* mid aaI Pa,.. a+d and ..ao w.....a a.. am a, • CRY OF "a"PMI hIF,_ i ' ARDS is N 1 : [uu3JNG LEYEL EXUs—nNty Ric GEWyL+TICIM— _ DIGENU to RECORD A; 906 C.).0,101a PERMIT SET MANA DEMO EEOEEANr OErOLm.. WOE ETARRA ME.Y[wLLwUSES, .MO E AFFECTED MALL OE MOOED OE SS EMT OUT OF TM HE IM O EIO 111E.omYENO VMS • MALL EW.EoEE EEOONYNAM EALE W.n MALL E PRO W OEO POE 111E WE OF THE WORM. WHO NLLL E.JEIwcreO TO OE TIEN ALL PULSES ;10.,FRE MOH EE.oOTER.,1ME,.. POrmu emu Lew, w:::aR. 1....:... _tS i7 Ew• aeau..A4 a:a wu..ae LEED MANAGEMENT PLAN CONSTRUCTION WASTE MANAGEMENT d RECYCLING PLAN NOTES: RECYCLE. AND RECOVERS' OF THE FOLLOW. WASTE • Nano.. WHIG;- 4.uY.EM-v.8m come.. paper sad von. ewe •Hel uoHoy Imm an, mart, Himmel walla mud nwheande wood doors rxxcl EN.. .nr..._W.luntmr ImIEE N..,. L Enos.. Ho. P'HE...wu wpiM D0•Ou11ONNO1[N . tw. t...11 ry u_ e.•••W._••W.. ES,SEC .ROE 4M^ ;LL��.�.N edam•.aA �..•• _ EPIACEE UOHY HMS= EAT NONE . 4.07. WLucaz<EEL PKG...aFEED ITEM P ECK 19 ALALL TROMVA ELECTRICAL BE PUT DACE lOPK ,,A.•.a.4,rrrnw.t.,..+.r-�. MMOW .»NOPDAOVE THROUGHUEENRINC A"TuAI7 E. HES.S.Hal ELECTRICAL w1015.c7014 COORDNASION ISMS PEL _ PM.. t......E.......m . uLELEC1WCOL u:,..Ow JE.w.OI 10 GE uw� a PLUME. N.v.mom .....PHA. GISII.REE TO HEW. ELI DUCT NONE O s uEUWx.ux Er.rew. On.E L.... ..e H...S.' Het 1.1.13 E... J.. ._.,. setalit EZYFL bO5-rAZ um G rau ItiON : =n run. crrr or Mtn NF: . i ENGINEER OF RECORD P.E•51006 CASE.. it PERMIT SET 0 z Q LEED MANAGEMENT PLAN 3rctur.::JPAl1E►WLn4014 NOTES CONSTRUCTION WASTE MANAGEMENT & ntr-il ... wm+rrw ilIGIN .N IS RECYCLING PLAN NOTES + THE PROCESS or DENOL111.0 • amen». NExA4 ALL riNY.MMMNI. A A. N. III MMIL. TO THAT CIF A REGIFORG,0 •!kSRN®.a.41 uq,•avWM *MALL PI MKERENK4..L REINFORCED M N+#FTLR.:R X.*n. ILLUSTRATED IN FIGCONCRETE FRAME URRE 6 l AND Is Ym\K mo-L.M zr�a4..P Ivry. RT'a!ld RN TN.»+1L+�a rA4YN.mmni »LIN T1. 1w.. Stl _YLArt[r..y •NIre.4. ..prsRUI.. yRI CYCGNO .0 RECOVERY CC THE FOLL0,4 WASTE • ..C✓u�W a.n��M a,Wwun HINA a.e..wmw.r pas. muy I.r ""w+m .. . A.Ma 9r.ryr A.M..n.l.v4. iw��R.ryynr. y..n. • . r.cF.. Sr Nwurnw rLOvrw..y PRoceov.: FOR DI UE.URINOATLEAST �, LISEPARATION NO) L.N. PROM REMAINING �e+RY yea r:w_r�.+aa IrarmG,U RGBREAK!. AWAY T. CONCRETL r» r Le IPC.`I.MIrr1.w THE MOEN OF THE WALL SECTION • WINOS PnaU.. 14 i.R fIEO+N Korn.' Maps, NfrII RMIMKIwo TO PROVIDE SUPPORT TO THE WALL aGRMI',.ANa... MI .MRv y.f.:e. ',Ave.. LRadma.... COLIN... PRE WEAKENING SHALL +z PLANT IMY WORK CR STRUCTURAL BE PERFORMED AT TNE LEVEL ELEMENT.. THE SAME FLOOR AND WHERE THE WALL IS TO SE MEAN/. UP DIE SLABS PI THE FLOOR SEPARATED TME REA. Fro COLUMNS SHALL BE TO SECURE". WALL SECTION DOWT. CONCRETE 01. DV PULLING ENWORGEMENTS ALONG BOTH THEM DOWN INACONT.L,EDMANNE. IDESDETREWALLSE O;N:.°E rcr.rN..SEVERED, T. MAC.. ARM SHALL STEADILY OU/DE AND P.c.,. I THE EXCAVATOR ARM WITH WIRE OR THE WALL BEC,ON INTO THE MORAL/LK CRUSHER ATTACHMENT BUILDING FOR FURTHER BRE. S.LL BE WED TO BRACE T. COLUMN DOG% ATI. BOTTOM OF T. COLON. EMU BE PULLED DOWN IN A BRENAKING DOWN THE CONCRETE CONTROLLED MOD. INTO THE BUILDING GRADUALLY WITH MACHINE mouNna BY THE EXCAVATOR ARN: THEN ATTACHMENT, REINFORCING.. MAMMON INSIDE /HE BY SHALL BE CUTER...IS THE EXCAVATOR ARAI MAY BE OFYOLLIIIED BY MACHINE WEN BREAKER HYD.ULIC CHIGGER DR WIER.IMM/1INGE,tYNCSEI NIMM, OTHER APPROPRIATE AZTAUGAEN1X STREILME THE WI .:��THE ,, BEAM AND COLUMN S REINFORCED CONCRETE FRAMING .EXCAVATOR A. SHALL COMP/. TO STABIL/LE THE PRA. WHILE CUTTING THE ILEINFORCING STEEL AY TNE 3 THE EXCAVATOR ARM BRALL RULE .0 GLIDE DUE FRAME SAFELY ONTO T. FLOOR 1. BOTTOM OF OLE COLUMNS D. I i q RIEDE CA.,. PERMIT MANA DEMO SET LEED MANAGEMENT PLAN aThE3C-REESAe. DPACUPON gaTEv CONSTRUCTION WASTE MANAGEMENT 8 RECYCLING PLAN NOTES M..�eG p(Me4bw aat,�M.i REINFORCED rc.� ^�+� u CONCRETE Ei NLORON .unm.ELLIAT ewMcw... Ms :w. D..CM..D IN THE FOLLOW. TNI Fe .1111....I THE REMAINING WALL HY NEW FLOOR 01' UPTING :cravern DV APPROPRIATE MEANS EIMLL BE OETWIPHEO OP We :TM ::ma.R:: HLCON.CUTIVE FLOORS MAY RE SECTION ,.. THE VA. AND BEAMS. 01.0 �w4WLI MP*tr, IA 4..W� P.NT .1.0. ON STRUCTURAL at PER ORE. AT T. LENLL ELEMENT.. WE SAME FLOOR AND miERETIE WALL ID TO. BREA.. LIP VIE S.. 01, THE FL6314 ABOVE .R, .. DECDON D DENOLONED MY DUALLY MEMO. IMING WWING OF TH3 TIM CM ME MALMO EINF.C.ENT3 ALONG ISO, 5� ., TEM DOWN IN A ro �DE.DM.RNER r OF WE m.,.C AM SHALL -AHHTP vr... .H4HFL1ti.. ux...aw ..dial r... ,W11,11.0. Lwow DHFADN ale a oW RECORD KELP.° SaWclo C.CIILTE WALL ��; Ems;. DOM FDRRDNDERRR�N wuRRE.NO.uu BE PERFORMED AT THE MOTTON OF THE COLUMNS FLOOR SLAIN, 3 AFTER PRWMPAKEMNO THE COLUMN I FLOOR SLABS NW BE PA. NTLED BY WALL BE PULLED DOWN IN A BRGKING D.VII THE CONWER CONTROLLED BOW. INTO THE BUIV3ING GRADUALLY WITH WCHNE &WWI Mr. EXCAVATOR •IM MAY BE DENOLIDNED DV NACITINE MIEN EXTERIOR REINFwCED CONCRETE FRAME. STPEP wa IMAAPI sINGIEFO CLIT-UNE SHALL BE BROKEN FIRST. TIEFO DE ' wrwws413 3.3 wO :w�- ...ESCAVA ION ARM WALL SECURE THE BEAM AND COLL,. • r7_ I Ems.. ZIA PERMIT SET MANA DEMO DEMOLITION FLOOR P r a.m. m dio nms.prcJ W,y ul au, rope 1 Breaking away concrete vertically to separate wall section - L:11"X I' 2. Excavator arm with wire to brace wall, while prc-weakening colunut bottoms sfallafg Lao ban •IfOrr a.. ono W Ls mow i_l 3. Excavator pulls down wall. after cutting reinforcement 4— -- a.mLo furn Fig 5.6 Demolition of slab 4 2. MIC mounted ou ground i a =41 .`... ... ExG'tEuRN IbC'' PERMIT SET DEMOLITION DETAILS SAP LIMITS --- PROJECT NARRATIVE Tha Miami J'Jyrrwocct Neg hes:Mace a strstierigthttg A Araks= ABA VRan• trarahtlmebon m,lromg Mlan.o evotWoe as a pcermere me.. trOPolia otthe lsf Coraury Horne to a slghldoant n umber of art fyolierie5. arrrJt and recareing rnedias Sweet art clothing oveeksa+e5 restaurants arta fashion arryrnesses Viomweed wee recency ateciairned one of 'Amen a Orem:oaf Ney}hbotnoods'. by the Aman0alt Planning AreAralran In support yi Its Canstorrre rj. Alyea YJyrxaoy's velar, is la unite aThIrNerriittrial CUZwil hub of ASaArmnC sa. Wrm leis m mplp. n has """1pleoOita Of the Wrjest lane OwRerahipe in the Stadia led/ 70+ COrratudlw acres This erase 1p Ountath olldefeet oSpeGal Area Plan approval and 0L.ir pm Owl u;. a Ira', paR of 01 In watt tt wnl be Ise first Large -veto building to ba completed Irom 1Pq grysmd*up fop the Mau=a Wynwood district and wdb beco-re r oiteryotic ese !IMAM, , lL,EN,S jraan0 The project is located on NW 5th Avenue, between 23rd and 24th Susei epsy nA1Txo Matra 5111Awntis The m d-ssa BwICing •wtu have appmxxnmcr3 242.000 square feet of ati,G- ldleor 3spac2 on HAS Lrouaf. Mane 501 Avenue will priraue LEEC Sil.er ceaf1Hca• tion. Its muur tet Ufitt -.wilt to Luxury SEell] Partners (LW] a leading artst-drnetl beauty prangs company. taaod so Miami l_iSPs F rra+ lio of compares d1Prs nign-and urfpmun Cc CBa11y ptaducts and tr0sf-chi-line Tee Cunning yvagrale, spaces I r aeca education, lodging, retail, production studios, entertainment and restaurants within its premises The ground floor is characterized by a lively mix of public functions organized around a central spine that starts on the main 5th Avenue cnuanee procrrs:umg east lnwwna me ace= goo'deed and careen Serum-. rc'FaNem4 ariu iderll Vaal hors: the strata, engag• m„ me came urMwo . ntlgb,tOrhaoc and inviting catocips1on The main IRosix IOW°y (loon Openly between marmite eotA bakery. aye soot end seating seal r .ltNIV ;ntllnbuung f_ the same o! CoMTINII ty. starting an Level 2 me bu'lomg accommodates a mu of eml• cation, office and hospitality uses, culminating in generous outdoor terraces on the upper doors for public functions and events In terms of site planning, the twrkting clectudy scalene, on 5th Avenue above Level 8, diminishing its sus tense on the main avenue while being slightly set -bads creating oppaitunr:Nns for outdoor seating on the wider sidewalk The butding is composed of several ar- chitectural volumes that are articulated to break as overall mass To reinforce this strategy, we use carefully- selected finishes and ma- terials that develop interplay between transparent translucent, opaque end reflective surfaces. CITY nF In recognition of Wynwood's street art heritage, Mana 5th Avenue incorporates muhl=story art in the main facades The murals we ape grit: to the mlacing as they partially envelop tile snuck:re becoming a vivid erprotaion of its uses. These murs,s vgll be pµt p1 a rc lallrlg fat prigs-., _ _ '•ton,, 5thAvenue avwq to be a catalyst for potih:va syrargy in Wynwood and a key component of its future T- r Respectfully submitted, 3,Is'm Busch Architecture Inc BBA CONTEXT PLAN AND NEIGHBORING Bolt° NOB ~utAO.55 NW 21R9 ST tt ▪ 1 it I I �I SAP LIMITS -_,I• I � I 'I I BBA w z Q - 1, Z3 M N KPLAN OF SITE SITE A0.2 NORTHWESTAERIAL VIEW 46- Iv 4 4 4 -4 SOUTHWEST AERIAL VIEW In I 1601/4 NORTHEASTAERL L VIEW 4.61 SOUTHEASTAERIAL VIEW 1 rAwf mC A%ONOMETR'C fiF .a .TE An.a NW 5TH AVENUE EAST WEST SECTION NORTH SOUTH SECTION NW 24TH STREET NW 23RD STREET ,amenwtrowlfee uJ UJ > ff, L.0 3 Z r— URBAN-SCALE SECTIONS •- A0.4 At 4:1- BBA Palma n.rrd..1.a.10 z NORTHWEST RENDERED PERSPECTIVE A0.5 • B BA IiIIPI•WAIMIL PPM. • is, 11.1mmt =.7= = ,M,WMP - - Oft Er•..i=" Yuman RIP. 41 RENDERED PERSPECTIVE A0.6 BS ' 1=2 eknaw .1.9.1.1. Lava MiOlfmmina PLC liMM.PIP +.•••• LOW. SOUTH -VIEW RENDERED PERSPECTIVE ^" • A0.7 LEVEL 1 co1..,;n„ ' namffi LEVEL 3 44.4,111. BBA easnale 2337 NW 5TH AVENUE Lose suawraL P.EL'IP_L A1.1 L LEVEL 7 tlf.i ICE TEMA.. LEVEL 8 L LEVEL 9 oRcv..A.T.19N Ir ANEN•LowoLtazils WON col ,TF 1.= 1, I POMPOM:UM OEMS =ME - in= PAM Magnin 1-7-1• CO 1..t.XJAII41.11411 ,P•tt, 'Mum) I•VZIX MK La') sr 1-1•MINNO MARRO, W'LM WOW I NOVAS nap= 02 !1; 13011N1 ACV I PIMINGIULINED l•-•• .L.NU 10 ,r-,••••-5 .1 ha 11E.3.11XII Us• ACC EL•W,N.u«.. •_•11 wwiwoancomaD 1 Itorarninix FARK.Na Gfw-r-I •-r4XJ par NU 1,1 NWOUCI1O1011411ENIGGE INGRID &UJUNG IONNORADS MITICLE 4. Mil CO ta.41.1 UMW) 4091t &TAW. ab.14.1134 3110rOTALcoMMIOLOAL.APNG WACIO SUBTOTAL OFFICE PARONG SPACES FORMULA: COM•GERCAL NNW. SPAM /12 • OFRCE PANGNG • REDUCED CONIMERCAL MILKING • LOOGING • ILO413tALpMLdGAlG UN WANG REDUCRON • ROW' TOTAL SPAM REQUIRED *AGA 4. IMMO C-N 71Na, TLISM, 1PROES RIK/LIIRED CIFT-Irre TOM WIN= 0101.4111.1)Cirr43n GT MUM PREJONG NPVLIEAVNIN ad • Ramsay *um such as lack Of Nom, Modwniol, Circublion, at. My. bows =Aided foam =WOW* • ior LEVEL L7, land 0 tortwas .nd WNW, LEVEL 1 dw% has bows =Reid Rem eloNselora PARKING SPACES TO BE PROVIDED OFNSITE WNW FOLLOWING LOTS, AS PEA INFIRM PARONG PERMIT APPLICATION MO NW 5th Avow. SOO NW ZI SOW 1301IIW Ithll.. 540 PAV 22 Wrest SKI NW 23 Slort 557 NW 72 Strait Fav mum 543 NW illtraft MO NW 21 WNW 3111 NW 72 RONK 540 NW ZI Sine Nw n sure Wont land 21rd !NNW Vlowa Uwal 2.2 Uwe 524 RN 21 fort 435 PAV 21 Stmt 511 NW 23 SURE 400 PAV 73 IONA 514 NW 23 Strwt • CRC NW SY. Arum.. IOSNW2130.41 th 312 - BBA SPOWS.01 2337 NW 5TH AVENUE A1.2 EXISTING TWO STORY COMMERCIAL BUILDING Y2380 EXISTING ONE STORY COMMERCIAL BUILDING *2330 5e EXISTING ONE STORY COMMERCIAL BUILDING 12324 1 • r ONE STORY COMMERCIAL BUILDING *2401 ....'s o•11I +n-w.;rWSJ r SECONDARY F.7ONT -_ 1 ONE STORY COMMERCIAL BUILDING *391 .a.11.1,911,11 Ik EXISTING ONE STORY BUILDING .1u1.Y1. SITE PLAN = I- 2Ra• ore,. Lre.E` a.-.,,, �..,...,..-=. ��.� r-ow '.�.u. ¢qq Us6> sup1EQT0 Mrt%.R. 15' ors....“. +4uocs•-- -Y e eQ»2c.O aY ccoe SKnuJ 3202 =1a rw. r..#• • G.31Y C'Y. Y ktl. tr.= :LLi.:7 {Al.e.rw„ ��. y A.o .;pA .Ds..'r.l CITY OF' 1"0 iI ' —12-- B B A Mar LIVIAMMLIS CCNSULTIKI uoae suBrarw. G3ET,rro-. 8.•=0.1aAI.3 FLR DIAGRAMS --- -14 Trffl - - • I LEVEL 1 =FLOOR AREA 29,117 SF !,- • • Tr. •-• LEVEL 4 =FLOOR AREA: 33,765 SF =1 LEVEL 2 =IFLOORAREA 33,316 SF LEVEL 3 FLOORAREk 29,728 SF - - L I- • • r- I- • r— f LgyEL 5 =FLOOR AREA: 33,687 SF LEVEL 6 = FLOOR AREA 31,974 SF n LEVEL 7 =FLOOR AREA:22,553 SF LEVEL 8 =FLOOR AREA 19,791 SF LEVEL 9 FLOORAREA 6,168 SF Tgris!, FLOOR AREA. 243.282 SF 4,1•11,1 B A ••• laMIMIFE Ve...11/012,, .1....M.11.2•11•11 MN. fge.•,....1•IM J. F6a9R Lv-r RAT: Aft/ Ul...MAS A1.4 LOT COVERAGE DIAGRAM LOT COVERAGE MAX: 80% OF 43,575 SF ALLOWED: 34,860 SF 80% PROVIDED: 34,835 SF 79.9% OPEN SPACE DIAGRAM OPEN SPACE MIN: 10% OF 43,575 SF REQUIRED: 4,358 SF 10% PROVIDED: 7,737 SF LOADING BERTH LOCATIONS AND CALCULATION LOADING BERTH CALCULATIONS LODGING 1 BERTH 420 SF OFFICE 1 BERTH 420 SF COMMERCIAL 1 BERTH 420 SF ZONING LEGEND PROJECT SETBACKS FeVit..k'LIr'lr!.0 hiz;?r[fi• 'L0TOOGIPAT1pN 6URDIP4 DISPOrdr4::1 ►6A1/a SAP pFprdy Ong Km Code I L Iloquirvd ls16.8.0417i N10.1 slegrrknd Fe IIad7(121 s.Ia., '- I.1 r,.. a„ 3^,X; MAY MANA'SAP Afire Prtraldail nTi1411R3 :i 75 SF b. Lot Width SOFT MIN 50 FT MIN. I 174.22 FT _. Lot Coverage 80% MAX. (34,860 SF mac) (80%1 34,860 SF MAX 34.835 5F 179.9%1 Floor Lot Ratio (FIR) N/A N/A 243.982 SF 15.5 FLR1 j . - - . ._ ....cc 70%MIN. 70%MIN. 100% Open Space I0% LOTAREA Mk_ ia?5651) 10% LOT AREA MIN. 6.5465F115%1 x Dent 150 Res. DU/AC MAX, 3.00 Lail& .60 hr!/AC MAX Nr """'^'1' a Proxipyl Front [NW Sth Ave 0 FT MIN_ 1067. 15' above M EI Slop, 5 FT b. Secondary Front 0 FT MIN. 10 FT_ 15' above 8th Story 0 FT c Side 0 FT MIN. 0 FT MIN. 10' above 8th Story f 0 FT o. Rear OFT MIN. 0 FT MIN,. 1P obeve 8t15t3ry N/A .v;.I7nrig SIDE or Rc_• ?: r+.A 6 FF, MIN. 13: thru rl.R51orf N A MI CONFIGV'AATgp IROKI 4DR e. Common a;sn rp.+'1119ITED I PROH18Tr5D I N/A b. Porch & Fence PROHIBITED PROHIBITED N/A c Terrace or LC PROHIBITED PROHIBITED N/A d Forecourt PERMITTED PERMITTED PROVIDED a. SL^o.o PERMITTED PERMITTED N/A I Shopfront PERMITTED I PERMITTED R6a1 Land 0 only1 NIA a Gallery PERMITTED P5M37 1_ _ NIA h Arcade PERMITTED 1 PII'M`TTED a1 SAF hi.;. i. Cantilever Space PCRMITO WA.PROVIDED *_ r - _ — a. Min. Height 2 STC•P.iE5 2 STORIES N/A b. Max. Height 8 STORIES MAX. 8 STORIES 8 STORIES s Max. Benefit Height 4STORIES 1 4 STORIES 15TORY c T..a: El. Icing 5i xq2'. 12 Mk! ]:d. 7 La S"31II L S _ _ 9 SORES PAR I4G [ 1 .. _.. ..i Refer to sheet A-1.2 of plans for required oarlung roi,n1,.„c.,:I o`I•,ae BBA anann Lama UCH° S1M:17AL • !•.:FT:CCgS LOT RATIO }/(r!• 3LRi 7RFI16 f'q iS _..+,... ,aj�.e A1,5 511 03 05 05 111 A IB. IS�r[4-.w WY� 'v'NI 1 ,— u 250'-a' .F 24Y'a" NW 24TH STREET - f�Vl?il i1IX -s- aR 4 M 41 rii iiT - _ 30 SF • • a D U U U 23TH LUGGAGER 112 UN SF LOBBY a BAR • 4.220 SF iA BAKERY STORAGE Qpp ROOK 52 114 SS BF a3SF ` ; uoo vo vy ievL MLDx fy G-G M ; REIN 1RR 3S 01 NW 23TH STREET cww'ew•I •. -. 7 w (:41N.1 1 ..c { T,r c ' 1Y flA N.Aw1v �sL'>! 25-N^ 7'.71 3114' 15 SF LOADING ! ALLEY rnixl .atN�muww=M BBA nJdr 3.118311.45.13.34 01 RPN,11 . s p++.R1.14 utrwl1r f""".' isew-- j�y�:�: :.y:tf A2.1 42 -0" 243.-1" 25'-0" ZD ONG KITCHEN 243 3F 1474 SF 7214i a i1 r TR HE El LBP R7EUER2 240 TE ELEV. 44ANLY_ 201 ?d' K4ry` '-. .ti' a'4y'„ �+�i'r�a- LODGING ILOOR (14 LIMITS( RA49_7 RV. ;LILT S4.5 05 BBA 1 (143 • g+. St_ No. . SIC r iCE LUAGE: 1193 SF LORRY 01 iso maims, RM 2 PALS 11.1 L0001110 FLOOR (14 UNITS( I j _ K • a., Po • 05.2 050 BBA ii&egggegggr 1.2.4•44 54. 14 aite." .3gegars PILOONI•Leti If42.3 34 , (3. LEASEABLE SPACE_ 45G 9255 SF C. Ig-01.1314 400 404 237 SF 0; .: 0 '1 • •••.' r`AtrA, 0 0 O - •.• ••••• 12- ,21.111 .7.• 0 WOOING FLOOft (14 UNITS) A L il 40 40 ic • 8 BA Mawr. 11.1110.• 22- 7.72- iD 20..c 2-63•41, Pr• 4.40 room. LEVEL .1 FLoOS PLAN A2.4 A It E'r0.74 34.-0. 1 rir 21 05 • 00 05 00 00 00 10 • a L.FA.VVSLE I.PACE 300 • STAN F 7-0. 1 r-15. - az E = DV MIMEO. uovanraodasimn 11 MAW. [11111...WWIR =Ella (LEW LJJ LLI > g Z r-- Cs' 1110.1.. LEVEL 5 ----- ....e 1 A2-5 WK-117, • a • • a VOA al II0 An I, • a • • • a • a :5,52 43210112011 vv...0 E_EvATtatwfj I I 1.011gY 11.11.S4 125 Lz5,42'02 44' t(`).1 .1F 1,1111 5 BSA - • - -PAW 41...1411.17.00 ArtogrEcruRE wilmmr Awrwr w > 7. < 2 Z co co csi MRS SUBMITTAL . P.M LtAfa - L..... F.ZCIt FLAN /62.13 42-O 2sa -fir 63'C - OAS UORe SUBMITTAL rim sL LEVEL7 FLOOR PLAN A2.7 C. C4', — 67-0. 7,a^ 1“. SINS . • I hJF1— 11:it„..... zia Ill ii; 1 t 1 WICLUIX co 731-10. WEVIJOit ;.6 LIATR Parl. n • iCW“Ii1CAL WXARFIVC4. 4.11117 J_J a _ . . 111M1111 11!• aDO KR= IRAN L04ELI • BBA ...woluataralmaatect irgit-77:1Y4:7-* lARB SUBMITTAL 1 biL, 1- •*-1 •••• .da flan I D:1.11. A.M. A2.8 1,1 !') 30-0 36,1* sum] • :1 1 STCRi4OE NEEE.LS' CORREOR In SF IH04 041E4 IL .... !Mallar4f,f, VVENT !PACE 04 -1 Alum ..915•11RrEd tArro ==. 1.01W 4CO.REFliWt. ,U04A.C4 0.04 7.0.. 1V-67 STAR 1 LIEcr EDGE OF 7TH R.00R ROCf 01 04 04 BSA 6mancos mem. MOWN,. - - LORE SLIELITTOL , PA. il••••• .ap LEVEL. FLOOR PLAN A2.9 leTunant 5gnage Ung. Separate anpt Inceel Final IAN hezna. Maas! Eguare kfyond Egan au i!!!!!!!!!!TTPITITTIII111411111.1111111 ' AN7TE 1-1. A 1.-5 7, Cana Saari 1-ronuge at A.. • ,•111 V WWI • INN 018515 Ammo.. gonocsay 7•1 Sun.:two. Of MOW 00091Cfeer. — Aga maanal mu. locang area acre. .7., ea ea. A.a.e• — . , 566 A uSC 5I A I 3. T.0 Mean. Egr,=_5i -bad wood or al Lang ay area gale I „ •-f-fur-uS . AerA(.1, E. BA uNiplii•M7.1•1613. .; • .9•••••••1. USAF S ANIT, .••• ••• 6•-• A.SAI ELEVATION M.1 Ewa. &air Perforated MAP Panol LIABIBmw Equipment P. _ I A _ • • ME MEE LE III • Glsalng Sysporn BleBB.BIApre• I 1 ; P•ow1F6a.Bps rOma Lreding Dock • III • • Ili!. • PPM - MEEEEMEE•1•1111111111ESEEEEE 11 I 1 ME ME lin 111 1111111 T 0 MocAand 11 T.O.5 Liml 10 = I ME ME IME ME E=M ME OE ME ME•I 11111111111 ME ME ME ME • ME ME ME III _ _ 00 uaTE — PeoKomP• eau% aBB KB/wog O I i • • lor mum] Po b. doWnno.1 at a 1.7-4 ) ,er•Ar• I•11,0044 1.11411.04 5C-E uerrE 344: AI. TO S.,Lie;Apl:._ TOE. Iir t: Lgo 5. 554-3- 4111+ 0 - 50 00 SUB= LQ `37T1: c se 1.. 4411 L:4 r mkrbr- fa_ SBA G7111.1091/1834 =TM- %MICE NORTH BUILDING ELEVATION fft•IND A4.2 Expo.. Shuaur•I Column. 408ii1Twnt Sie ae. OM. Sep.rd.Rr.BI Gawp Symn Panel Sy.ml. CUUm Wtl Glazing Sy1.p - swrav Sim Frrlua.a-1 waan. Sak,u:W ENupminl rtiMll4i XNlO oA1ma.. — �5'EE uaTE TRH. 41.3 7.N mr� o 1- -���• . BOX Glazing Rimy Fronl.B. Nall -- M.LM mural m b. main.. Al.Nb M.M Anvorit 10 p.I001.11y clA g. TO MWrral E_-s 4 —Srtupm Slump FWN.O aM Amy* TOS LAM2 IT z6F Mrw.a.11wa. !0-...A P.m. L yAl A1.3 slam.. .4.. he.s...ml.rlom14 ..7 BBA curt LAANne.Anc *MITE. CIKWX CWIL BOWER rro r12a, JOI1B suB0+v�A1 WEST BUILDING ELEVATION A4.3 .11.1.6•14.1.0 tY.P.N Layling Berths 4L-rcYngyEE• ....nroua • as - Oa. AO.. to pal 0,1:caily change 0 0 0 51-110o1A Snshisi k Aost fo-rvuo, to be deteromed CA later Dhaew Al1N,11.11.1 `9. TO Nieman. 1 DE L,V.T. '12E• r 76 TOS T 0 S I;r135. % TOS L1%, T 0 S TOS Ll oorric TOS 16.75 NGVD = 0'-0" ES BA y••11KIIMM nryseaa ywdl 11e•M MM-1.1. JD. EAFIBULDN-7. A4.4 PAT VII(Y.i RCHTALIABCP (OFFICE) LEASABLE OFFICE AUOTORIUM LOBBY. LOUNGE 6 AAA it -itthirjoh BOARDROOM ATELIER 3 I 111,11111.111,1111 ] __ l Sat TO AMBIw.b Equipment 19r'-3' 9 TO S Leve110- JE - 13B'-3ROOF• i 4 • T_OS tLm 7-5i t5'-3' T O S. Lerel B-l- 101'-3' 'l TO.S4va)I� T 0.5 LeTSsIJB ti w z w > x u7 T 0.5 Level♦ Z r— _T_OS. Lwel33 -3t'--.s LOGE) SUBLII7AL YAM LONI DN a- 6UILDING ASA !• 111 • lar.m.LIRD,,_ WADE, 11 ILAS,PI.Z.E.APDE LEASABLE OFFICE 12 -• • LLADIMIES DMFOX . .. ET-Y.41i Olzr;.. DASI-ERT_Ars NW 24TH ST (OFFICE) }Jr SPEAREAST BAR OTT,E- • . ...... • ,..0771. lam low, AUDITORIUM 2:301 ST ?.D - • -71 t TO._S.,Lor138 '" Lerc 9 0 S S BSA - • hY • it qpit nary tkatuivt-FuE F•Exuai•tG t•EZTICIN A5.2 OW WALK MRFoRA RAILING TYP —`1T CCOO WM Aro " Mia.-NITK SPX= LOBBY ENTRY ---- TQ 7.4 LPjtT - r T.0.4 L.., TV Alt011'ECT SBA /AMT. CM11.1)/LORIA =ELM:1404 ECiENCE 1.01,6 SUBA117., r 6rglitid GLAZING ss eetasa1ATL ++aU"w KKw7P GLAZING SYSTEM PERFORATED VAT, RAILING TYP PERFORATED l,TN, RAILING TYP CORRUGATED METAL PANEL SYSTEM _TQ�LMe T4s� i� SBA 410.1.1.411.41. 'IMP MOROI AR▪ CINTECRIRE OR LOOM= COMILLINIC icegi JGRB SUBIATTAL DETAIL SECTION THROUGH LODGING BALCONY A5.4 HOTEL/ LODGING COMPONENT V i • • • • • I••••••• i • • • • • • i 1 • • • • • • f �►•••••• • ■ • • • • f • • • • • • • 1 • • • • • • 4 ••••••• 1 • • • • • • N ••••••• ••••••A • 9 • • • • ►••••••4 • • • * • • • 104,110111 i BUILDING ENVELOPE REFLECTIVE METAL CLADDING CORRUGATED METAL CLADDING LIGHT SHELF AT BUILDING EN /ELOPE WINDOWS SCREENING AT GROUND -LEVEL SLATTED WOOD OR METAL STREET SCREENING BUILDING ENVELOPE ROOF TERRACE GATHERING SPACE ART -WORK TRANSLUSCENT SUN -SCREENING ART WORK WILL PERIODICALLY CHANGE, ARTIST TO BE DETERMINED AT LATER PHASE SMOOTH STUCCO FINISHED WITH ARTWORK GLAZING SYSTEMS BACK -LIT SIGNAGE (UNDER SEPLRATE PERMIT) BOA MICW•••r.sE • �4.+r�• FxTEMBe ���MNML'MMID f -FINISHES Z w iQ z TREE DISPOSITION Scale: 1116---W-0- N.W241h STREET N.W23rd STREET jras aspordion 1 1 20 10 4 Aiam,der 1 Rag Kee Good 2 1 2t 12 4 Asunder Pekin I Rwnw ra[M 1 24 10 4 Almmuler Patin 1 Rweam Fair 4 20 S I Le I. 3 ma:Lama r Pam Rows. Gulp ANurwsw Palm ! W+nu,e Fair ALL PALMS ARE TO BE REMOVED TO MAKE ROOM FOR REQUIRED STREET TREES. ALL PALMS ARE LESS THAN 6. DEH 440 DO NOT REQUIRE MITIGATION. NOT FOR CONSTRUCTION B BA OINXIMAL NoNm..1 Fop, hoomsenaw LPL' r= IIIITS•11114.1.72 (*MI La le—wmc.or¢ 11" V•1111n AMA 1.401.111, w z w Q �; in2 1— c) c� N 11.l WORM RAY 'MA- L-1 .• i a, r Ill LL l1 __:: NW 24TH STREET r \ (__I (. ' J -I LANDSCAPE PLAN Scale: 1I16..1.-0' NW 23RD STREET TREE:WAT=(TYP LANOa'•Rc LEGEND bbmaWn RoNNed b be Pnrawey Maud b Pla. Trawl Zr.:me.o•r.Ww•.ds•• Nei LA Mx_ ecw USN LL OPEN SPACE REQUIRED PROVIDE aowl Maly a. P % 114 .1 e.r•,rdP—Rue,.. V•+'w.d M Mafa Tool .,.d..Imma6,1pee — LAWN AREACALCIMATION TREES Taal SHRUBS 410 a. SEE LANDSCAPE LIST LANDSCAPE UST TREES * I 2 S „ C� 7 6.—.......e.., A.1.1417.1L.acorTh A!CT.MSCAL Hr } 4 mlwa. WEE.. Irt=x .A 6lxrcL \.,I 14 'Qaa•Wy0. e•Irt. ICCIIKTCAL rn ^ `7 a `•J -Yelm. TMwefM.1.WM 6m1 6'NT YY LT.YS DAL F.O. v. 4 SNOLE NO. PALM ITT.w .n SHRUBS AND GROUNDCOVERS EMILY CLAN CE 120 CI 1 200 SS 120 w zpaan•t.cm M▪ D ▪ TIP our • 21111.11.1., LANDSCAPING AND STREETSCAPE SHALLCDNFDRM'Wm. FINAL SAP STREET MASTER PLAN AT BUILDING PERMIT FOR CONSTRUCTION Z •°tl..�ir°0"wr L-2 PLANTING NOTES: -0ll peed material is to be Florida Number 1 or better pursuant to Ind Florida Oepermient of Vim.. Crudes and aroma. sa Parry Was. .A' peed are a be lop dre..ed eith • eaten m ]- layer of MCWeure mulch. Eucalyptus react or equal -Penang pnns shall take precedence over pent lel In 00 a of dkagrvde.. -No changes re to be nude mahout the prior canard of the Landscape Archer end Oamw. Adtlihas and or debates 00 plot me. must be approved by me protect er�wr. .0.utlacep. Contractor b,esp0*bl. for providing their awn et.. IooO9. Weans ere lien v0MkLlon for 100% sod average for rear spads.. - Al W tlsupe erns re to de provided with pawn k me. spasm which prom. 100% average„ and 50% -AI Min.. arm an to naive •ice- dlrew mulched .r,ar d tle base a the trunk - Tress arm* be pealed we. perking ands ratan wl Is brought up to grade Dee. net root balsas not accaptable - Planting soilfar loped) and bedsit' shill be 50150 alb. nematode Iron Rangy coil for ann. beds to be oamp.nd of 50% Ca edten lee mm. :S%ut 1.0 crane end and. ,,%.4+iNM - Tree end stub pits pub be supper... wit -ApNonn Pele-. 21 gram earn *Nh.20-105 arolrs. a.Wstlbh application .ap*d by lardeape Architect Delver. mvrlactm.s .didrd centimes Nosing mod. analysis and name a menabatrer. SOD NOTES: Sad is to be gradeW wed dim -AS ere. merited 'AWN' dial be wed sodded with St/ �Wueh'I^'Resent solid sod. See Yet on Pen Al meu men. 'BWi. Ga. shall be sold aoddad eft Pa.peWn. -.0001l. .Y rump ir.r S prromg a 0402*1 `]n eaa'W.ww 1 4.0.0. My SpWdV•Irrva car. ma._ ma Mum le re,S sg6 sudtee E0swe.saa"5 marmmes,smirp get r neared 1c d es lei.b prep not add e bah with adjacent pawn. or lop of oat a weer weasel nod n tins rue of sad patching -Pisa sod on maWed sot Mil edges agree bated. In staggered roes r Ogle rbr lo elopes Am. edge &sad bed a mekn.en of 19'rwey trap groa.d now bee and 24- away horn edge of anon trots and le - away horn P.m nr.u.d ban andr of era -Saa S M be eM.red r.n.p.11ry N maiWa I b. udovr*y sea the eel to et Mast T allow the totem of to and Wipe. -Edsevele not remove mx11 d so 1pu d am tot Sal ma Ito a age at all went penned ored}mnt editing sod GENERAL NOTES: -The Landscape Canna. Is MOM and well r1 mamma d and ovah.ed uWhs prior *a.gtiWugrat C etod proper Wily Companies and! er Gam. Cont.:tor prior * digging for sic verRadau The Owrw and the Wldeaps Arctlbcl shall not a respon.. tar sty demegr b solely ices (m R... Plrs tar more Anent -Landscape Conductor e to 0rey al agree drawings end check ter dea.psaa.s and dig to the alma= d the tamdeaq Magma Prior * ...oh. with the work -AO unedended and anee.ed ter P` ere * de p.ped/ bmaira0.d and legged diet).0.10n. r1e peretrg pens are hued es dexter for see ey. Ann deviations. sea dwpa etas. are to be brought to to attention 01 the Land... Archk. for S.Matnn prior to n.tae.alon LANDSCAPING AND STREETSCAPE SHALL COORLIBMITATH FINAL SAP STREET MASTER PLAN AT BUILDING PERMIT a thin NOT FOR CONSTRUCTION WIMPIMP - L-3 • • LENTIS LLOSCAPE111, 211,14•01.115CANACCOKAN - • v.. • - LEVEL 6 LANDSCAPE PLAN Scale: 1'=20'-0- LEVEL LANDSCAPE LIST %IWO OM EINC•klbaht146 LEVEL 7 LANDSCAPE PLAN Scale: LANDSCAPING AND STREETSCAPE SHALL CONFORM WITH FINAL SAP STREET MASTER PLAN AT BUILDING PERMIT MIMMKOLTS 11.01 EIMESIME w 7 z F- an LEVEL S LAUDSCAPE UST *6413 MD GFIC31.130:MERI 4R14.1..14 *u. LEVEL 8 LANDSCAPE PLAN Scale: l'=2IY-0' LEVEL LA1C6CAPE UST 3 1 12 1313102 C143.34.1CL5t7.5 VW Ear /.1 LEVEL 9 LANDSCAPE PLAN Scale: •=20'-0' LANDSCAPING AND STREETSC.APE SHALL CONFORM WITH FINAL SAP STREET MASTER PLAN AT BUILDING PERMIT 1111.1141.. MM.= 1011.4.1111ALNA mans" -• WIRMIGR- 6NRCIMO EMMINIM•1•8CIENCE 10.4 olunAsu • wino 1 • 12 • DRAFT DATED 11 / 16/2015 MANA WY NW1t 0 Special Area Plan DRAFT DATED 11/16/2015 MIAMI 21 CONCEPT BOOK MANA WYNWOOD SAP TABLE OF CONTENTS ARTICLE 1. Definitions of Terms and Uses 1.1 Definitions of Building Function: Uses 1.2 Definitions of Terms 1.3 Definitions of Signs ARTICLE 2. General Provisions 2.1 Mana Wynwood SAP Goals and Objectives ARTICLE 3. General to Zones 3.3 Lots and Frontages 3.5 Measurement of Height 3.13 Sustain ability 3.14 Allowable Increases in FLR for Providing Public Benefit ARTICLE 4. Standards and Tables Table 2 Miami 21 Summary Table 3 Building Function: Uses Table 4 Density, Intensity and Parking Table 5 Building Function: Parking and Loading Table 6 Frontages Table 7 Civic Space Types ARTICLE 5. Specific to Zones 6.5 Urban Transect Zones (T5) 5.6 Urban Transect Zones (T6) ARTICLE 6. Supplemental Regulations 6.3 Commercial Uses ARTICLE 7. Procedures and Nonconfarmities 7.1 Procedures 7.2 Nonconforming Uses, Structures. Lots and Site Improvements 7.3 Flexible Allocation of Mana Wynwood SAP Development Capacity ARTICLE 10. Sign Standards 10.1 General ARTICLE 12. Amendment to Mana Wynood SAP 12.1 Amendment to Mana Wynwood SAP DRAWING INDEX Section Al: Site Diagrams Al-1 Aerial A1-2 Property Map A1-3 Property Identification A1-4 Context Photo Key Map A1-5 Context Photos A1-6 Context Photos A1-7 Context Photos A1-8 East/West Boundary A1-9 NRD Zoning Al-10 SAP Zoning Al-11 Development Program A1-12 Phasing A1-13 ©pen Space A1-14 Vehicular Circulation A1-15 Transit/ Bike A1-16 Street Master Plan A1-17 Street Sections A1-18 Street Sections A1-19 Street Sections Al-20 Street Sections Al-21 Street Sections Al-22 Street Sections Al-23 Streetscape Al-24 Streetscape A1-25 Streetscape A1-26 Streetscape A1-27 Streetscape A1-28 Streetscape A1-29 Streetscape A1-30 Streetscape A1-31 Streetscape Al-32 Streetscape Section A2: Illustrations A2-1 Flex A2-2 Market A2-3 Market A2-4 Education Section A3: Characteristics A3-1 A3-2 A3-3 A3-4 A3-5 A3-6 A3-7 A3-8 A3-9 A3-10 A3-11 A3-12 Green Active Roofs Covered Open Space Mana Commons Art Pedestrian Passages Green Facades Textures Facade Breaks Angled Facades Tower Articulation Garage/ Loading Treatments Signage Section A4: Appendix A4-1 SAP Building One /''� �[ a Easra. ��[1i�d 23.FFi Z♦y� 1 s C O' I C E ;1....mi fL 721:. /to., • DRAFT DATED 11/16/2015 MIAMI 21 ARTICLE "X" MANA WYNWOOD SAP REGULATING PLAN MANA WYNWOOD SPECIAL AREA PLAN SAP AREA BOUNDARIES The Mana Wynwood Special Area Plan (hereinafter also referred to as the "Mana Wvrtwood SAP') is generally bounded by NW 2 Avenue on the East, NW 22 Street on the South, NW 6 Avenue on the West and those certain_ properties located on the north side of NW 24 Street (the "SAP Area"). The boundaries of the SAP Area are more specifically identified on the boundary map contained in the Concept Book. As depicted in the Illustration below, the SAP Area consists of two general zones: the East Zone and West Zone, MANA WYNWOOD SAP ARTICLE 1, ILLUSTRATION 1.1 ZONES WEST 1 DRAFT DATED 11/16/2015 MIAMI 21 ARTICLE "X" MAMA WYNWOOD SAP REGULATING PLAN ARTICLE 1. DEFINITIONS 1.1 DEFINITIONS OF BUILDING FUNCTION: USES This section provides for terms in this Appendix that are technical in nature or that might not be otherwise reflected in common usage of the word. Terms not defined herein shall have the meaning provided in Miami 21. The definitions listed herein shall only apply within the SAP Area. d. COMMERCIAL Art Gallery: A place of business primarily engaged in the display and sale of art work created on or off site, with works available for immediate purchase and removal from the premises. An Art Gallery providing additional retail Uses_ shall only be permitted under General Commercial Use. Manufacturinq-Enabled Retail: A facility primarily engaged in the manufacturing, processing, repair or assembly of goods and shall include on -premises retail sales. i. FLEX Flex: A mixed use facility consisting primarily of Office Uses that provide a flexible configuration of collaborative work spaces within a Building and are usually combined with Uses such as Commercial and/or showroom space, media and technology production, Manufacturing -Enabled Retail. warehouse, Art Gallery, exhibition, museum, and/or conference uses. Uses within a Flex facility located on the ground floor shall contain active Uses. Such active Uses may consist of Commercial, Manufacturing- Enabled Retail and/ or Art Gallery. 1,2 DEFINITION OF TERMS This section provides for terms in this Appendix that are technical in nature or that might not be otherwise reflected in common usage of the word. Terms not defined herein shall have the meaning provided in Miami 21. The definitions listed herein shall only apply within the SAP Area. Architectural Treatment: The provision of architectural and/or landscape elements on a Facade which serve to visually screen non -active Uses. Architectural Treatment shall be provided for all non -active Use Facade elevations and shall be integrated with the design of adjacent active Uses. Architectural Treatment should conceal all internal elements such as plumbing pipes, fans, ducts and lighting. Architectural Treatment shall be provided through a combination of two or more treatments including, but not limited to, the use of materials and construction assemblies; the continuation of fenestration patterns, architectural features, articulation and rhythm; the application of architectural screens, meshes. louvers, art and glass; the incorporation of vegetated surfaces and planters pursuant to a maintenance agreement approved by SAP Permit. 2 DRAFT DATED 11/16/2015 MIAMI 21 ARTICLE "X" MANA WYNWOQD SAP REGULATING PLAN Cantilever: A Frontage consisting of a portion of a Facade with a cantilever section of a Building including but not limited to an improved public or private outdoor area covered by a structure and open to a Thoroughfare on a minimum of one (1) side. The area below a Cantilever may be an extension of a Civic Space Type or Open Space and may project beyond the Frontage Line into the Mana Commons. See Frontages Article 4,Table 2 of the Regulating Plan. Concept Book: Plans, drawings and diagrams which accompany and illustrate the intent of this Regulating Plan. Frontage: The area between a Building Facade and the vehicular lanes of a Thoroughfare or the pavement of a public space, such as a Civic Space Type. Open Space or Pedestrian Passage, Frontage Line: Property Line or Base Building Line Abutting a public space, such as a Plaza, sr Thoroughfare, whether at the front, rear, or side of a Lot or easement. Facades parallel to abutting Frontage Lines define the public realm and are therefore more regulated than the Elevations that coincide with other Lot Lines. Mana Commons: A consolidated privately owned and publicly accessible Open Space located in the SAP Area connecting the East Zone and West Zone, as depicted in the Concept Book. See Civic Space Types as identified within Article 4, Table 7. Market Pavilion: A Building or Structure used for occasional or periodic sale of goods by individual sellers for limited periods of times and which may be situated in the Mana Commons. See Concept Book, Sheet A2-2. Pedestal: That portion of a Building up to a maximum height of one hundred twenty-three (123) feet, as measured from the average sidewalk elevation of the crown of the adjacent right of way, see Section 3.5.1. Regulating Plan: Modifications to the underlying Miami 21 Transect Zone regulations for the lots or properties included in this SAP. Retail Merchandising Unit: A freestanding structure open on one or more sides. fixed or portable, which may be connected to electricity and/or potable water, used as Open Air Retail or for a commercial purpose or for the display or dissemination of information. SAP: The Mana Wynwood Special Area Plan specifically described in this Regulating Plan and accompanying Concept Book. Zane, East: Those lots and/or properties encompassed within the SAP Area and generally located east of NW 5 Avenue, as depicted and described in the Concept Book. Zone, West: Those lots and/or properties encompassed within the SAP Area and generally located west of NW 5 Avenue, as depicted and described in the Concept Book. 3 DRAFT DATED 11/16/2015 MIAMI 21 ARTICLE "X" MAMA WYNWOOD SAP REGULATING PLAN 1.3 DEFINITION OF SIGNS This section provides for terms in this Appendix that are technical in nature or that might not be otherwise reflected in common usage of the word. Terms not defined herein shall have the meaning provided in Miami 21. The definitions listed herein shall only apply within the SAP Area. Media Sign: A kinetic illuminated media display system utilizing signage, video and all other forms of animated illuminated visual message media located on private property within the boundaries of the SAP Area. See Section 10.3.9 of the Regulating Plan. ARTICLE 2. GENERAL PROVISIONS 2.1 PURPOSE AND INTENT 2.1.2 Intent Mana Wynwood SAP Goals and Objectives The intent of the Mana Wynwood SAP is to establish regulations to promote a neighborhood/campus for multi -cultural, international corporations and institutions to incubate the production and exhibition of art, fashion, culture, innovative technologies and light manufacturing products. The SAP Area will support a progressive lifestyle to attract entrepreneurial design and technology uses by promoting innovation in the design of spaces and architecture. East Zone The intent of the East Zone is to establish a campus atmosphere to attract national and international business in the innovation, technology and creative industries into a mixed - use neighborhood. The campus will serve as a cultural nexus for the Wynwood community anchored by a large consolidated Civic Space the "Mana Commons." At the center of the East Zone is the "Mana Contemporary" property where exhibition, invention and assembly merge. The Flex Use category is introduced to ensure collaborative office tenants the flexibility to operate within a broad range of different commercial uses consisting of exhibition space, media and technology production, light manufacturing and Retail Uses. West Zone The West Zone serves as an extension of the Flex Uses located in the East Zone while introducing a variety of Residential options that will serve the needs of the Flex Uses and creative industries sought after in the development. The Mana Commons extends into the West Zone that provides access to Open Air Retail and Market Pavilion. Additional support uses such as hospitality and service oriented retail may also be featured in this area. (a) Development Initiatives 4 DRAFT DATED 11/1612015 MIAMI 21 ARTICLE "X" MANA WYNWOOD SAP REGULATING PLAN The Mana Wynwood SAP development initiatives include: • Increase Open Space • Infrastructure improvements • Promote Flex Spaces • Provide unified and centralized Civic Space (b) Regulating Plan The Mana Wynwood SAP Requlatinq Plan is intended to provide contextual and illustrative concepts and examples of permitted, encouraged, and compatible development types and opportunities in the Mana Wynwood SAP Area. 2.2.2 Conflicts (a) Conflicts with Miami 21 and NRD-1 The Mana Wynwood SAP and regulations herein are based on the Miami 21 Zoning Ordinance ("Miami 21"). as amended through May of 2015. and shall serve to supersede Miami 21. Where standards set forth in the SAP conflict with standards set forth in Miami 21 andlor the NRD-1, Appendix J of Miami 21 ("NRD- 1"), the standards in the SAP shall govern. Where the standards in the SAP are silent, the underlying Miami 21 requirements shall govern. ARTICLE 3. GENERAL TO ZONES 3.3 LOTS AND FRONTAGES 3.3.2 In Tom, ra - ect Zones T5, T6, Cl, CS, Di, D2, and D3, buildable sites shall Enfront a vehicular Thoroughfare or Pedestrian passage with at least one Principal Frontage At grade, a buildable sites shall front a Thoroughfare, Open Space or Civic Space Type on at least one Frontage, as depicted in Concept Book. 3.3.3 Improvements and Development within the SAP Area and along Thoroughfares and right- of-ways designated as NRD Corridors and Wynwood Corridors by the NRD-1 Street Master Plan shall conform to the provisions of Sections 1.5 and 1.13 of the NRD-1, including the applicable Setback, pedestrian safety and comfort standards, unless specifically provided herein. 3.3.4 For the purposes of this Code, Lots arc divided into Layer ^thich control Development on the Lot. For all parcels located in the SAP Area, lots are divided into Layers which control Development. See Article 5. Illustrations 5.5 and 5.6 of the Regulating Plan. 3.5 MEASUREMENT OF HEIGHT 3.5.1 Unless otherwise specified herein, the Height of Buildings shall be measured in Stories. The height of Fences and, walls, hedges and other ancillary improvements shall be 5 DRAFT DATED 11116/2015 MIAMI 21 ARTICLE "X" MANA WYNWOOD SAP REGULATING PLAN measured in feet. The Height of Buildings, Facades facing Thoroughfares, together with, Fences and,_ walls, hedges, and other ancillary improvements shall be measured from the Average Sidewalk Elevation or, where no sidewalk exists, the} -average of the record profile grade elevation of the street Abutting the Princi; al Frontage of the Building, as determined by thc Public Works Department. In the event that the base flood elevation, as established by FEMA_, is higher than thc sidewalk or grade elevations, the base floor# elevation 3.5.2 A Story is a Habitable level within a Building from finished floor to finished floor. Within the Regulating Plan, the maximum Height of a Story from finished floor to finished floor is fourteen (14) feet. Basements that are fully below -grade are not considered Stories for purposes of determining Building Height. A ground level retail or Flex 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 or Hex, shall be counted as two (2) Stories; except for T6 36, T6 18, T6 60, T6 80, and D1, T5, T6-8, T6-12, where a single floor level exceeding fourteen (14) feet may count as one (1) story if the building height does not exceed the maximum height, including all applicable bonuses, allowed by the transect at fourteen (14) feet per floor. Where the first two stories are retail or Flex 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 exceed thirty-three percent (33%) of the Habitable Space Floor Area.- except-for-D-Iere-mezzahines-may-net-exeee-cl-fifty-pareent-(504)-ef-the the Floor Area, or fifty percent (50%) of the Floor Area in D1, shah be counted, an additional floor. A single upper floor level of Flex Use may exceed fourteen (14) feet up to a maximum of twenty (20) feet and a Place of Assembly Use may exceed fourteen (141 feet up to a maximum of thirty (30) feet. The Height of a Parking Structure concealed by a Liner or Architectural Treatment may be equal to the Height of the Liner Pedestal; this may result in a Liner Story or Architectural Treatment concealing more than one level of Parking. 3.9 SPECIAL AREA PLANS 3.9.1 (g) vial Area Plan, Any new Building in the SAP Area equal to or greater than 200,000 square feet of Floor Area shall be reviewed by the Urban Design Review Board, after referral to and recommendation from the CRC for conformance to the Plan, prior to issuance of the Building Permit. 3.13 SUSTAINABILITY 3.13.1 (b) All new Buildings of more than 50,000 square feet of Habitable Rooms or Habitable Space in the T5, T6, CI and CS zones shall be at a minimum certified as Silver by the United States Green Building Council (USG-ar)I eaderchip in Enorny and Environmental Design (LEED) standards or equivalent standards adopted or appFeye-Gl by the -City-. in the SAP Area shall be designed to follow the metrics provided by the United States Green Building Council ("USGBC"), at a minimum, as Leadership in Environmental Design ("LEED") Silver, or by an equivalent metrics by other agencies approved by the City including but not limited to an 6 DRAFT DATED 11/16/2015 MIAMI 21 ARTICLE "X" MANA WYNWOOD SAP REGULATING PLAN equivalent certification by The Florida Green Building Coalition (FGBC), within one (1) year after obtaining a certificate of occupancy or its equivalent. 3.14 PUBLIC BENEFITS PROGRAM The intent of the Public Benefits Program established in this section is to allow bonus Building Height in the SAP Area and FLR in T6 Zones and bonus Building Heig Tt in Di 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. The bonus shall not be available to properties in a T5 or TO Zone if the property abuts a T3 Zone or in a T6 8 Zone -if the property abuts a CS Zeno. 1. T5: five (5) Story maximum, bonus to eight (8) Stories. a 2. T6-8: eight Story maximum, bonus to twelve (12) or sixteen (16) Stories, as identified in the SAP Zoning map of the Concept Book, FLR 5; bonus of twenty five percent (25%) 3. T6-12: twelve (12) Story maximum, bonus to twent 07 twenty four (24) StoriesT FLR 8, bonus of thirty percent (30%) 3.14.6 ALLOWABLE INCREASES IN HEIGHT FOR PROVIDING PUBLIC BENEFITS The intent of this section is to allow bonus Building Height in the SAP Area in exchange for the developer's contribution to specified programs which provide benefits to the public within Wynwood, the City and/or the SAP Area. a. The proposed bonus Height within the SAP Area shall be permitted in exchange for contribution to the City for the following public benefits as provided in Section 3.14 of Miami 21: affordable/workforce housing, Public Parks and Open Space. Green Buildings, Brownfields, and Civic Space or Civil Support space; and/or, b. Development seeking bonus Height within the SAP Area may elect to participate in the established Wynwood Public Benefits Program as provided in Section 1.9 of the NRD-1 and/or, c. The proposed bonus Height within the SAP Area shall be permitted in exchange for: (i) Public Open Space provided on -site in the Mana Commons. For each square foot of public Open Space provided in the Mana Commons, the developments in the SAP shall be allowed an equivalent amount of development Floor Area up to the bonus Height; and, (in) improvements to the SAP and the Mana Commons, which shall be valuated and for said value the SAP shall be allowed additional Floor Area up to the bonus Height and shall 7 DRAFT DATED 11/16/2015 MIAMI 21 ARTICLE "X" MANA WYNWOOD SAP REGULATING PLAN for all applicable purposes be treated as a Trust Fund contribution pursuant to Section 3.14.4.b.(3) of Miami 21. 8 DRAFT DATED 11/1612015 MIAMI 21 ARTICLE "X" MANA WYNWOOD SAP REGULATING PLAN ARTICLE 4. STANDARDS & TABLES MANA WYNWOOD SAP ARTICLE 4, TABLE 2 MIAMI 21 SUMMARY • LOT OCCUPATION ■ • T6-12 a. Lot Area 1,200 s.f. 10,000 5,000 sf. min 20,000 c.f. max.** 5,000 sf.min. 7-04100-s,f. maw s.f.** 5,000 sf. min b. Lot Width 16 ft. min. i 50 ft. min.*` 50 ft. min. 50 ft. min. c. Lot Coverage 80%max. 90% max,*" 80%max .** 80%max *` d. Floor Lot Ratio (FLR) NIA tTegefit N/A 8 130°/B additional -Public Benefit N/A e. Frontage at front Setback 70%min 70%min 70% min it Green / Open Space Requirement 10% Lot Area min. East Zone 20% Lot Area 10% Lot Arca min. East Zone 20% Lot Area 10°/0 Lot Area m'rn.in Aggregate min. in Aggregate min. in Aggregate West Zone 10% Lot Area West Zone 10% Lot Area min, in Aggreegate min, in Aggregate g. Density 65-du/asre-max: 150 dulacre 150 dulacre 150 du/acre BUILDING SETBACK a. Principal Front 10 ft. min.*** 10 ft. min.*** 10 ft. min.*" b. Secondary Front 10 ft. min.*** 10 ft. min.*** 10 ft. min.*`" c. Side 0 ft. min. ** 0 ft. min.** 0 ft. min.'* d. Rear 0 ft. min.** 0 ft. min.** 0 ft. min.** PRIVATE FRONTAGES a. Common Lawn prohibited prohibited b. Porch & Fence prohibited prohibited _prohibited prohibited c. Terrace or L.C. prohibited prohibited prohibited d. Forecourt _ permitted permitted permitted e. Stoop permitted permitted permitted f. Shopfront permitted (Ts L. T5-0) permitted t56 12 L, Ts 12 of Permitted 02 21. L, Ts 2a 0) g. Gallery permitted ** permitted ** permitted ** h. Arcade permitted ** permitted ** permitted ** i. Cantilever permitted permitted permitted BUILDING HEIGHT (Stories) a. Principal Building 2 min. 5 max. 2 min. 8 max. 2 min. 12 max. b. Benefit Height Abutting T6, T5 & T4 only 1 max.** a. 4 max.`* or b. 8 max.** 8 ** 3 max.** max. 12 max. ** *Or as modified in Diagram 9 **Note: Refer to Article 5 for Specific Transept Zone Regulations ***Or as modified by the NRD-1, Miami 21 Section 3.3.6 and Article 5 of the Regulating Plan 9 DRAFT DATED 11/16/2015 MIAMI 21 ARTICLE "X" MANA WYNWOOD SAP REGULATING PLAN MANA WYNWOOD SAP ARTICLE 4, TABLE 3 BUILDING FUNCTION: USES (T5-0 and T6-0) DENSITY (UNITS PER ACRE) RESIDENTIAL SINGLE FAMILY RESIDENCE COMMUNITY RESIDENCE ANCILLARY UNIT TWO FAMILY RESIDENCE MULTIFAMILY HOUSING DORMITORY HOME OFFICE LIVE - WORK WORK - LIVE LODGING BED & BREAKFAST INN HOTEL OFFICE OFFICE COMMERCIAL AUTO-REALTED COMMERCIAL ESTAB. ENTERTAINMENT ESTABLISHMENT ENTERTAINMENT ESTAB. -ADULT FOOD SERVICE ESTABLISHMENT ALCOHOL BEVERAGE SERVICE ESTAB. GENERAL COMMERCIAL MARINE RELATED COMMERCIAL ESTAB. OPEN AIR RETAIL PLACE OF ASSEMBLY RECREATIONAL ESTABLISHMENT MANUFACTURING -ENABLED RETAIL ART GALLERY FLEX FLEX 150* R R R R R R R R R R R W R R R R W WR R R R R DENSITY (UNITS PER ACRE) CIVIC COMMUNITY FACILITY RECREATIONAL FACILITY RELIGIOUS FACILITY REGIONAL ACTIVITY COMPLEX CIVIC SUPPORT COMMUNITY SUPPORT FACILITY INFRASTRUCTURE AND UTILITIES MAJOR FACILITY MARINA PUBLIC PARKING RESCUE MISSION TRANSIT FACILITIES EDUCATIONAL CHILDCARE COLLEGE 1 UNIVERSITY ELEMENTARY SCHOOL LEARNING CENTER MIDDLE / HIGH SCHOOL PRE-SCHOOL RESEARCH FACILITY SPECIAL TRAINING 1 VOCATIONAL INDUSTRIAL AUTO -RELATED INDUSTRIAL ESTBL. MANUFACTURING AND PROCESSING MARINE RELATED INDUSTRIAL ESTBL. PRODUCTS AND SERVICES STORAGE / DISTRIBUTION FACILITY R Allowed By Right W Allowed By Warrant. Administraltve Procedure —CRC (Coordinated Review Committee E Allowed By Exception. Public Hearing — granted by PZA8 (Planning Zoning & Appeals Board} Boxes with no designation srgnfy Use prohibited, 10 150* R R E W WR W W ALV �d R W R R WR DRAFT DATED 11/1612015 MIAMI 21 ARTICLE "X" MANA WYNWOOD SAP REGULATING PLAN MANA WYNWOOD SAP ARTICLE 4, TABLE 4 DENSITY, INTENSITY, AND PARKING (T5-0 and T6-O) r DENSITY WPM 1150 UNITS PER ACRE FLEX Fiex Uses are permissible as listed in Table 3, limitedby compliance with: • Minimum of 3 parking spaces for every 1 000 square feet •of Flex Use. • Parking requirement may be reduced according to the Shared parking standard, See ktice 4 Table 5 of This Appendix • Minimum of 1 Bicycle Rack Space for event 20 vehicular •spaces required. • Parkins ratio may be reduced within Y mile radius of TOLD or within y mile radius of a Transit Corridor by thirty percent (30%1 by process of SAP Permit. except when site is within 500 feet of TO. • Loadin - See Article 4 Table 5 of th;s A r. ndix. COMMERCIAL Art Gaiiery and Manufacturing -Enabled Retail Uses are permissible as fisted in Table 3, limited by compliance with the regulations provided in the NRD-1, 11 DRAFT DATED 11/16/2015 MIAMI 21 ARTICLE "X" MANA WYNWOOD SAP REGULATING PLAN MANA WYNWOOD SAP ARTICLE 4, TABLE 5 BUILDING FUNCTION: PARKING AND LOADING (T5 and T6) H&4IEE1 PARif1NG STAO[DARLI BHARM3 FACTOR The snared=a'kilg Standards Tate provides the method for cal:- -.:'- snared parking $!i DOfie'I795 'Tim rite Inn erre Use type .1 re"f_Ts to Tie pricing requirelne-oi hat Snjpar t5 T.1b*E 4. The parking. tEquiE5 far any ma Funmidr;s co a Lo is carculatet 1 , dioaing the nr rn0Er of spa -,,.es rewired try trreFEET of tee deco u{LGri tie appropr:re°;: :. :.; s Tante and adding tPe re5un 5a The grease- use parking rE•quirenent Far instance: for a Gilding mitt a Residersa: l.,e rec.. rig 10C s,t. _es and a CUmmeroal Use rega.€r- i'g 20 spaces. the 20 spy fivi5ed try the searing factor of 1.2 would reduce met= requirement to 19C Pius 1 i spaces. For a reit indi.:aled rl this Owl en a stored use W: a sllanlg C9ar of i1 shall oe 31e3AE0.Pddifars31 Oaring is 41010ed try Warrant A detailed traffic study by a traffic engineer may supersede the shared parking standards as reviewed and approved by the City of Miami's Transportation Relartment. OFF-STREET PARKING STANDARDS PPt3tE OF PAAr7W3 M#BBAOLEWOTH ONE NeLY thAFRC ermatc LOADED OPE 4f1Y TRAFFIC DOUBLE LOADED TWO ' y TRAFFIC DOUBLE LOADED 2311 23 8 23t1 6'. 1.5'. 11.8 ft 4 10.5 9.5f1 Pereld 1011 198 Slrtisd stet: 8.511a 15'1 - - LOADING BERTH STANDARDS Mona YWmwood SAP Area (TS T6l IfiESDENTIAL• • Dr+vewaysshallharre3mili'•:'sUMOf10feetf6ftravedeidtllofaooelkayrxiveand20feetforaE*o-*ay drive foe parlenlg area drooling 10 of ,male s:a15. • Pedestrian entrances mar 0e at least a feel from shaft devereay a access aisle_ • Aroycate stapes, paving, and dr1nage as pe' Florida euikdrlg Cale. • Off-street Parting 83Gliie5 snag Nave a minimum LErD-0 clearance of i feet WVnere such a faci1ttyy la be (ma aytucks or IdadiN Uses. Me minimum clearance shall oe 12 feel Residential and 15 feet Commercial arc Mistral. • Ingrei r.erwa.rrar ".)ntral devi: sral L= b21ed so as to provide a minimum driveway of 213 feet in length ti•etAreert the Base E.Jicing _ne and c.:spensef. • For requirerrent5 of parting 01s. TE b Artiste 9 and 91e City of Miami Off-street Partcrg Gtedei and 5ta•rdara5. • A detailed traffic study by a Traffic engineer may supersede the shared parkins standards All Studies Should be reviewed and approved by the City of Miami's Transportation Departments' traffic authority. From ad-40459A 00 sf b 500.000 sf of Habitable Space Berth Sic Loading Berths 423 s1 1 per hr5t 1 C3 r.-r is 200 0 1 per each additional 100 unto er fratton rn I C0 Greater than 500,040 sf of Habitable Space Berth Ste Loading Berths c C5 I perlrsll 'tints 220 sr 1 pereach addtoral 1CC urossr fra :on cf 1C•3 LODGING Gsf 2000 CFECE COMMERCIAL IM0U0TR1Al4 FLED( From MO 50,000 sf to 500,000 sf of Habitable Space Berth Site Loading Berths 420 sf 1 per 30ir rooms 2000 1 per each eddbona! 1C0room5 Greater than 500.000 sf of Habitable Space Berth Sae Loading Berths I perfirst300 ants I pereach addtoonal 100 unt5 From 26400 50AD0 alb 500.000 sf of Habitable Space Berth %le Loading Berths 42a-$ 44 4200 2r4T50 420sf 412,1 4200 sf Greater than 500,000 sf of Habitable Space Berth Sze Loading Berths Area 000 0 1 ! Srx.iisf Area 25k1 5E4Vf 50k0-12C1s5f 120ksf- 250ksf 250ksf• 300ksf MANA WYNWOOD SAP ARTICLE 4, TABLE 6 FRONTAGES 12 NOTES Berth Types Residential Commercial 200 s1= Minx 20 ftx 12 It 420si=121tx35Rrtan 'Residential and Lodging loading berths shall be concealed within a building `1 Commercial berth maybe substituted by2 Residential berths Arequired Indus9ial-or Commercial loading berth maybe substihied bye 6amreerslal- or Residential lesser loading berth ,11 Waivaa if he size, character, and operation of the Use is found to not require the dimensions specified and the required loading berth dimension could not otherwise he provided according to the regulations of tine Code. Commercial berths maybe shared byrelail in same or abutting blues_ Developmentwilhin the. SAP Area may elect toparticipate in he NRD-1 Wyrtwood Loading Standards DRAFT DATED 11/16/2015 MIAMI 21 ARTICLE "X" MANA WYNWOOD SAP REGULATING PLAN i. Cantilever: A Frontage consisting of a portion of a Facade with a cantilever section of a Building including but not limited to an improved public or private outdoor area covered by a structure and open to a Thoroughfare on a minimum of one (1) side. The area below a Cantilever may be an extension of a Civic Space Type or Open Space and may project beyond the Frontage Line into the Nana Commons. Permitted by SAP Permit. 13 DRAFT DATED 11/16/2015 MIAMI 21 ARTICLE "X" MANA WYNWOOD SAP REGULATING PLAN MANA WYNWOOD SAP ARTICLE 4, TABLE 7 CIVIC SPACE TYPES This table describes the standards for areas zoned as Civic Spaces (CS) and for Public Parks and Open Space provided by the Public Benefits Program. Civic Space Types should be at the ground level or located atop a Structure where the Roof is an extension of the ground plane. A single Structure may exist in the Mana Commons supporting a ground ulane extension containing a single Story of Habitable Space not to exceed five thousand (5,0001 square feet of Floor Area and a maximum twenty-five (2) feet in Height to be approved ! SAP Permit. Civic Space Types should be landscaped and/or paved, open to the sky, and shall be open to the public. from sunrise to sunset. Limited vehicular access may be provided and integrated into the design of the Mena Commons. Civic Space Types may be publicly or privately owned and may be utilized forprivate and public events. Open Space requirements for each zone are described in Article 5. Civic Spaces larger than an 1/8 of an acre in area shall be approved by the Planning Director and Urban Design Review Board fUDRB1. c. Square: An Open Space available for unstructured recreation programs and civic purposes. A square is spatially defined by Building Frontages with streets an at least one Frontage. Its landscape shall consist of pavement, lawns and trees, formally disposed. Squares should be located at the intersection of important Thoroughfares. The minimum size shall be 1/3 acreand 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 14 DRAFT DATED 11/16/2015 MIAMI 21 ARTICLE "X" MANA WYNWOOD SAP REGULATING PLAN ARTICLE 5. SPECIFIC TO ZONES 5.5 URBAN CENTER TRANSECT ZONES (T5) 5.5.1 Building Disposition (T5) a. Newly platted Lots shall be dimensioned according to Illustration 5.5 of the Regulating Plan. b. Lot coverage by for any Building shall not exceed that shown in Illustration 5.5 of the Requlatinq Plan. c. Buildings shall be disposed in relation to the boundaries of their Lots according to Illustration 5.5 of the Requlatinq Plan. d. Buildings shall have their principal pedestrian entrances on a Frontage t1n-e or from a Courtyard at the Second Lays Civic Space Type or Open Space, as depicted in Illustration 5.5 of the Regulating Han. e. For the first Two (2) Stories of a Building, minimum Height, facades shall be built parallel along to the Principal Frontage Line along fora minimum of seventy percent (70%) of its length on the Setback Line or along a Civic Space Type as shown in Illustration 5.5 In the absence of Building along the remainder of the Frontage Lin-e, a Streetscreen shall be built co -planar with the Facade to shield parking and service areas. f. Commercial and/or Flex Uses shall be required along the entire length of the Building's Frontage at the sidewalk level. 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. For Flex Uses only, pedestrian entrances may occur at a maximum spacing of one hundred (100) feet and vehicular entries shall occur at a minimum spacing of sixty (60) feet for Buildings fronting Civic Space Types or Open Space, unless approved by SAP Permit. g. Setbacks for Buildings located in the SAP Area shall be as shown in Illustration 5.5 of the Requlatinq Plan and as may be modified by Sections 1.5 and 1.13 of the NRD-1. Where the property to be developed abb cuts na Structure other than a Signs a Waiver maay be granted so context. 15 DRAFT DATED 11/16/2015 MIAMI 21 ARTICLE "X" MANA WYNWOOD SAP REGULATING PLAN 5.5.2 Building Configuration (T5) a. Development within Private Frontages shall comply with Article-4 ablec 2 a d 6 and Illustration 5.5 of the Regulating Plan and as modified by Section 3.3.3 of the 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 and Facade components promoting energy efficiency such as shading and Screening devices that are not accessible, may encroach up to three (3} a maximum of five (5) feet into the Setback by SAP Permit. At the Second and Third Layers, no encroachments are permitted. c. Galleries and Arcades shall be permitted at a minimum depth of fifteen (15) feet deep and may encroach up to one hundred percent (100%) of the depth of the Setback by proccJJ of a Special Area Plan. and may overlap the whole width of the Sidewalk to within two (2) feet of the curb by SAP Permit, Public Works approval and UDRB review. h. 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 ten (10) feet. Other ornamental Building features may extend up to ten (10) feet above the maximum Building Height. Roof decks shall be permitted up to the maximum Height. Trellises may extend above the maximum Height up to eight (8) feet. Extensions up to ten (10) feet above the maximum Height for stair, elevator, elevator lobby, restrooms or mechanical enclosures shall be limited to twenty (20%) of the roof area, unless approved by Waiver SAP Permit. j. 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 Streetscreen may be replaced by a hedge or fence. Streetscreens shall have openings no larger than necessary to allow automobile and pedestrian access. Streetscreens shall be located built along the Frontage Line, or coplanar with the Building Facade Line. Streetscreens over three (3) feet high shall be fifty percent (50%) permeable or articulated to avoid blank walls. I. The ground floor along all Principal Frontages of Buildings located in the SAP Area shall be required to contain Habitable Space. Secondary Frontages may contain Architectural Treatment or Streetscreens whenever Habitable Space is not possible. m. A one (1) Story Building maybe allowed within the East Zone of the SAP Area provided that the ground level Story is no less than fourteen (14) feet in Height and a Green Roof treatment no less than fifty percent (50%) of the roof area is provided, as approved by SAP Permit. 5.5.3 Building Function & Density (T5) 16 DRAFT DATED 11/16/2015 MIAMI 21 ARTICLE "X" MANA WYNWOOD SAP REGULATING PLAN a Buildings located in the SAP Area shall conform to the following regulations and the Functions, Densities, and Intensities as shown in Article 4, Tables 3 and 4 and Illustration 5.5 of the Requlatinq Plan. Certain Functions as shown in Article 4, Table 3 of the Regulating Plan shall require approval by Warrant or Exception. Consult Article 6 for any supplemental use regulations. b. Density: Buildings located in the SAP Area shall be permitted the maximum allowable density of the underlying Future Land Use Map designation of 150 dwelling units per acre. c. Principal and accessory uses of Buildings in the SAP Area shall conform to Uses described in Article 4, Table 3 of the Requlatinq Plan. Surface parking lots and parking garage structures may be accessory to all principal Uses. 5.5.4 Parking Standards (T5) a. Vehicular parking, access and loading chall may be required as shown in Article 4, Tables 4 and 5 of the Requlatinq Plan. b. On -street parking available along Frontage Lines that correspond to ach Lot located in the SAP Area shall be counted toward the minimum parking requirements of the Building on the Lot. c. Parking and loading should be accessed by an Alley. Parking and loading shall be accessed from the Secondary Frontage when available. Where Lots have only Principal Frontages, parking and loading may be accessed from the Principal Frontages. d. All parking including drop-off drives and porte-cocheres, open parking areas, covered parking, garages, Loading Spaces 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. 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. Above ground parking may extend into the Second Layer a maximum of fifty percent (50%) of the length or Height of the Secondary Frontage or above ground parking may extend into the Second Layer by SAP Permit, if an art, glass treatment or Architectural Treatment, of a design to be approved by the Planning Director, with the recommendation of the Urban Design Review Board (UDRB), is provided for one hundred (100%) percent of that portion of the Pedestal Facade. e. 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. Shared driveway width combining ingress and egress shall be a maximum width of thirty-five (35) feet at the Property. Two separate driveways on one Lot shall have minimum separation of twenty (20) feet limited to one per building frontage and to be approved by SAP Permit. Any vehicular drive 17 DRAFT DATED 11/16/2015 MIAMI 21 ARTICLE "X" MANA WYNWOOD SAP REGULATING PLAN greater than twenty(20) feet in width shall require a median of not less than three (3) feet in width between vehicular ingress and egress travel lanes to enhance pedestrian safety. f. 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. h. Loading Standards: Loading standards shall be required as shown in Article 4, Tables 4 and 5 of the Regulating Plan, except as modified below: 1, Off -Street Flex / Office / Commercial and Residential loading berths shall be required for developments with an area greater than 50,000 square feet of Habitable Rooms or Habitable Space. 2. Developments within the SAP Area may elect to participate in the NRD-1 Loading Standards as provided by Section 1.7.1 (e)(3) of the NRD-1. Specific areas may be set aside for Tandem Parking. Tandem Parking in the SAP Area may be used by valet parking operators and for Residential self -parking. Development within the SAP Area may elect to participate in the NRD-1 Wynwood Parking Program, Section 1.8 of the NRD-1. k. Parking requirements for properties located within the SAP Area may be calculated and provided for in the aggregate for new and existing Buildings and Uses. I. Where Lots are Abutting, underground parking may extend to Abutting Blocks and Lots, including under Thoroughfares in accordance with the City Code of Ordinances. m. Automated, robotic, and/or mechanical parking internal to a Building or Structure and screened shall be allowed within the SAP Area by Right, Parking spaces shall be calculated based on the number of vehicles said facility can accommodate, and shall contribute to the required parking spaces provided by the SAP Area in the aggregate. 5.5,5 Architectural Standards (T5) b. The Facades on Retail and Flex Frontages shall be detailed as storefronts and glazed with clear glass no less than seventy percent (70%) of the sidewalk -level Story. In the alternative, art, glass and/or Architectural Treatment may be provided for one hundred percent (100%) of the Facade sidewalk -level Story for Retail and Flex Frontages by SAP Permit. d. All Tthe Facades of a parking garage Structure that i-s are not concealed behind t a Habitable Liner shall be screened to conceal all internal elements such as plumbing pipes, 18 DRAFT DATED 11/16/2015 MIAMI 21 ARTICLE "X" MANA WYNWOOD SAP REGULATING PLAN 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. 5.5.6 Landscape Standards (T5) b. Open Space shall be a minimum of ten percent (10%) of the aggregate total Lot area for the SAP Area as per the Development Agreement. Unpaved Green Space shall be a minimum five percent (5%) of the Lot Area. 5.5.7 Ambient Standards (T5) a. Noise regulations shall be as established in the City Code and the Development Agreement. 19 DRAFT DATED 11/16/2015 MIAMI 21 ARTICLE "X" MANA WYNWOOD SAP REGULATING PLAN MANA WYNWOOD SAP ILLUSTRATION 5.5 URBAN CENTER TRANSECT ZONES (T5) BUILDING DISPOSITION LOT OCCUPATION a. Lot Area t,200sf mil -„40,000ofmax. 5,000 sf ml n. b. LoltAidth 744411in 50ftmin . c. LotColerage. 1%-SC%max. d. ReurLotRatio(FLR} NIA e. Frontage atfront Setback 70%min. I. Open Space 40%Lot Pteamin. eolZone 20%Lal Area r-1,ri in Aggregate West Zone 10% Lot Area min in Aggregate g. Density 66-44asreaaax 150 dulac max BUILDING SETBACK a Principal Front Maim' b. SecondaryFront 10ftr n.° c. Side Olt nun. d. Rear 0 tt min. e. Abutting Side or RearT4 6Itmin. Abutting Side Or Rear T4 1 O%of Lot depth man. 1st through 2nd Story 26 ft min. abotie 2nd Story BUILDING CONFIGURATION FRONTAGE a. Common Lawn prohibited b. Perch 8 Fence prohibited o. Terrace or LC, prohibited d. Forecourt permitted e. Sleep permitted i. Shopfront permuted g. Gallery pefmitted h. Arcade permitted i. Cantilever perrn0ed BUILDING HEIGHT a Min. Height 2 Stones b. Mau Height 5 Stories c. Max. Benefit Height 7 Stones Abutting all Transect Zones exce pt T3 fi as modied by Sarton 15 and 113 ci he NRD-1 ana MLam 21 Sewn 3.3.13 BUILDING PLACEMENT 20 H It W+4 rtit PARKING PLACEMENT N4+ 4h 1141 4 4 4 It M LR. Uw' ad BUILDING HEIGHT 1e ANT11%SCEIALVt Nl20eESErrrc=t4ar7 arm so€arfA4 arniss0E['L1A n -1e%efLadopt Ix Lnhratefin INideep trmil fat Lelsit efree12D*g DRAFT DATED 11/16/2015 MIAMI 21 ARTICLE "X" MAMA WYNWOOD SAP REGULATING PLAN 5.6 URBAN CENTER TRANSECT ZONES (T6) 5.6.1 Building Disposition (76) a. Newly platted Lots shall be dimensioned according to Illustration 5.6 of the Regulating Plan. b. Lot coverage by for any Building shall not exceed that shown in Illustration 5.6 of the Regulating Plan. c. Buildings shall be disposed in relation to the boundaries of their Lots according to Illustration 5.6 of the Regulating Plan. d. Buildings shall have their principal pedestrian entrances on a Frontage Line or from a courtyard at the Second Layer Civic Space Type or Open Space, as depicted in Illustration 5.6 of the Regulating Plan. e. For the first Two (2) Stories of a Building, minimum Height, facades shall be built parallel along to the Principal Frontage Line along fora minimum of seventy percent (70%) of its length on the Setback Line or along a Civic Space Type as shown in Illustration 5.5 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. f. Commercial and/or Flex Uses shall be required along the entire length of the Building's Frontage at the sidewalk level. 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. For Flex Uses, pedestrian entrances may occur at a maximum spacing of one hundred (100) feet and vehicular entries shall occur at a minimum spacing of sixty (60) feet for Buildings fronting Civic Space Types or Open Space, unless approved by SAP Permit. g. Setbacks for Buildings located in the SAP Area shall be as shown in Illustration 5.6 of the Regulating Plan and as modified by Section 3.3.3 and Section 5.6.2(a) of the Regulating Plan- granted so the proposed Structure matches the -ground level dominant setback of the block and -its context. Frontage Setbacks above the eighth floor for ! ots h ;ving one (1) dimension rcquir width. At property lines Abutting a lower Transom Zone the Setbacks shall reflect the transition as shown in- Illustration 5.6 Principal and Secondary Frontage Setbacks above the eighth Story shall be a minimum of twenty (20) feet. A Building may encroach the Setback for a maximum of forty percent (40%) to match the Setback below eight (8) stories except when abutting T5 on a Principal or Secondary Front. Frontage Setbacks above the eighth Story shall be a minimum of Zero (0) feet for a Frontage facing a Civic Space, Open Space or a Right -of -Way measuring seventy (70) feet or greater in width. h. Above the eighth floor, minimum building spacing is sixty (60) feet, except where the Building abuts a side or rear T5 zoned property, the sixty (60) feet required spacing shall be above the 21 DRAFT DATED 11/16/2015 MIAMI 21 ARTICLE "X" MANA WYNWOOD SAP REGULATING PLAN fifth floor. For T6 21, T6 36, T6 48, T6 60 and T6 80 Lots having one dimension one hundred (100) feet or less, side and rear Setbacks above the eighth floor may be reduced to a minimum of twenty (20) feet by SAP Permit Waiver. For T6 24, T6 36, T6 18, T6 60 and T6-80 aAbove the eighth floor in the Second Layer, at a setback of ten (10) feet, an additional two stories of habitable space may extend a maximum sixty percent (60%) of the length of the street Thoroughfare Frontages. For T6 24, T6 36, T6 18, T6 60 and T6 80 aAbove the eighth floor an additional six feet of non -habitable space may be allowed without additional setback to accommodate depth of swimming pools, landscaping, transfer beams, and other structural and mechanical systems including for stairs, elevators and permitted enclosures and parapets. For sites located in the West Zone of the SAP Area with three hundred and forty (340) feet Frontage length or more, a cross -Block passage Paseo shall be provided as follows: If the Frontage Line of a site is at any point more than three hundred and forty (340) feet from a Thoroughfare intersection or existing cross -Block Paseo, the Building shall provide a cross - Block Pedestrian pa -sage Paseo. For sites located in the East Zone of the SAP Area with six hundred (600) feet of Frontage length or more, a cross -Block Passage shall be provided as follows: if the Frontage Line of a site is at any point more than six hundred (600) feet from a Thoroughfare intersection or existing cross -Block pedestrian passage, the Building shall provide a cross -Block Passage..lf the Frontage Line of a site is at any point six hundred and ere intersection, a vehicular cross Block pascagc shal-1- be twenty five percent (25%) of its length with Structure.,c, connecting Buildi such terrace 22 DRAFT DATED 11/16/2015 MIAMI 21 ARTICLE "X" MANA WYNWOOD SAP REGULATING PLAN 5.6.2 Building Configuration (T6) a. Development within Private Frontages shall comply with Article-4, Ta" es 2z and- -ard Illustration 5.6 of the Regulating Plan and as modified by Section 3.3.3 of the Regulating Plan, except for the following: i. In the East Zone, Setbacks for properties along the northern side of NW 23 Street and for properties located along the southern side of NW 24 Street shall be zero (0) feet for a maximum distance of two hundred and thirty (230) feet of Frontage as measured from NW 5 Avenue. b. Above the eighth floor, the Building Floorplate dimensions shall be limited as follows: 1-. 1 000 equa-r-e feet maximum for Renidnntial I Ines in T62 8 T6 1 J and T6 24 1. 18,000 square feet maximum for Residential Uses in T6 36, T6 48, T6 60 and T6 89 2. 30,000 square feet maximum for Commercial Uses and for parking /1. 180 feet maximum length for Residential Uses 5. 3. 215 feet maximum length for Commercial all Uses. Building Floorplates may exceed 215 feet to a maximum of 250 feet by SAP Permit. c. 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 may encroach up to three (3), a maximum of five (5) feet of the depth of the Setback by SAP Permit. Other Enclosed cantilevered portions of the Building shall maintain the required Setback may encroach a maximum of five (5) feet for no more than forty percent (40%) of the Building Frontage except when abutting T5 on Principal or Secondary Frontages by SAP Permit. Above the eighth Story, when additional setbacks are required as detailed in Illustration 5.6 of the Regulating Plan. Facade components promoting energy efficiency, such as shading and Screening devices, that are -no„ -a o s ble may be accessible or balconies may encroach a maximum of three (3) five {5} feet. d. Galleries and Arcades shall be permitted at a minimum depth of fifteen (15) feet deep, shall encroach one hundred percent (100%) of the depth of the Setback and shall overlap the whole width of the Sidewalk to within two (2) feet of the curb by SAP Permit, Public Works approval and UDRB review. Permitted by process of a Special Arc}i Plan, 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 stain elovatorn or mechanical „ e4• er for ornamental Building f atures may There shall be no limitation for ornamental element, stair, elevator or mechanical equipment extensions above maximum Height for T6 12, T6 2'I, T6 36, T6 /18, 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. Above the eighth Story, when 23 DRAFT DATED 11/16/2015 MIAMI 21 ARTICLE "X" MANA WYNWOOD SAP REGULATING PLAN Setbacks are required as detailed in Illustration 5.6 of the Regulating Plan, parapets and enclosures housing stairs, elevators or mechanical equipment located on a roof shall be permitted to encroach within the Setback area by SAP Permit. 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. Streetscreens shall be located built along the Frontage Line, or coplanar with the Building Facade Line. Streetscreens over three (3) feet high shall be fifty percent (50%) permeable or articulated to avoid blank walls. I. The ground floor along all Principal Frontages of Buildings located in the SAP Area shall be required to contain Habitable Space. Secondary Frontages may contain Architectural Treatment or Streetscreens whenever Habitable Space is not possible. 5.6.3 Building Function & Density (T6) a. Buildings located in : the SAP Area shall conform to the following regulations and the Functions, Densities, and Intensities described in Article 4, Table 3 and Illustration 5,6 of the Regulating Plan. Certain Functions as shown in Article 4, Table 3 of the Regulating Plan shall require approval by Warrant or Exception. Consult Article 6 for any supplemental use regulations. c. Density: i. Buildings located in the SAP Area shall be permitted the maximum allowable density of the underlying Future Land Use Map designation of a maximum of 150 dwelling units per acre. d. Principal and accessory uses of Buildings in the SAP Area shall conform to Uses described in Article 4, Table 3 of the Regulating Plan. Surface parking lots and parking garage structures may be accessory to all principal Uses. e. The calculation of FLR shall not apply to T6 properties located in the SAP Area. 5.6.4 Parking Standards (T6) a. Vehicular parking, access and loading shall may be required as shown in Article 4, Tables 4 and 5 of the Regulating Plan. b. On -street parking available along Frontage Lines that corre6pond to each L of located in the SAP Area shall be counted toward the minimum parking requirements of the Building on the Lot. c. Parking and loading should be accessed by an Alley. Parking and loading shall be accessed from the Secondary Frontage when available, see page A1-16 of the Concept Book. Where Lots have only Principal Frontages, parking and loading may be accessed from the Principal Frontages. 24 DRAFT DATED 11/16/2015 MIAMI 21 ARTICLE "X" MANA WYNWOOD SAP REGULATING PLAN d. Primary Frontage. All parking, including drop-off drives and porte-cocheres, open parking areas, covered parking, garages, Loading Spaces 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 (1) Story, by SAP Permit Waiver, if ara act or glass Architectural tTreatment, of a design to be reviewed approved by the Planning Director, with the recommendation of the Urban Design Review Board (UDRB), is provided for one hundred (100%) percent of that portion of the Pedestal Facade. 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 Streetscreen 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 bey-e-Rd fifty percent (50%) of for the length of the frontage or height of the Pedestal, by SAP Permit Waive-r, if Architectural tTreatment, of a design to be approved by the Planning Director is provided for that portion of the pedestal facade. g. 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 SAP Permit Waiver. Shared driveway width combining ingress and egress shall be a maximum width of thirty-five (35) feet at the Property. Two separate driveways on one Lot shall have minimum separation of twenty (20) feet limited to one per building frontage and to be approved by SAP Permit. Any vehicular drive greater than twenty (20) feet in width shall require a median of not less than three (3) feet in width between vehicular ingress and egress travel lanes to enhance pedestrian safety. I_ Loading Standards: Loading standards shall be required as shown in Article 4, Tables 4 and 5 of the Regulating Plan. except as modified below: 1. Off -Street Flex / Office / Commercial and Residential loading berths shall be required for developments with an area greater than 50,000 square feet of Habitable Rooms or Habitable Space. 2. Developments within the SAP Area may elect to participate in the NRD-1 Loading Standards as provided by Section 1.7.1 (e)(3) of the NRD-1. k. Specific areas may be set aside for Tandem Parking. Tandem Parking in the SAP Area may be used by valet parking operators and for Residential self -parking. I. Development within the SAP Area may elect to participate in the NRD-1 Wynwood Parking Program, Section 1.8 of the NRD-1. m. Parking requirements for properties located within the SAP Area may be calculated and provided for in the aggregate for new and existing Buildings and Uses. 25 DRAFT DATED 11/16/2015 MIAMI 21 ARTICLE "X" MANA WYNWOOD SAP REGULATING PLAN n. Where Lots are Abutting, underground parking may extend to Abutting Blocks and Lots, including under Thoroughfares in accordance with the City Code of Ordinances. o. Automated, robotic, and/or mechanical parking internal to a Building or Structure and screened shall be allowed within the SAP Area by Right. Parking spaces within said facilities shall be calculated based on the number of vehicles said facility can accommodate, and shall contribute to the required parking spaces provided by the SAP Area in the aggregate. 5.6.5 Architectural Standards (T6) b. The Facades on Retail and Flex Frontages shall be detailed as storefronts and glazed with clear glass no less than seventy percent (70%) of the sidewalk -level Story. In the alternative art, glass and/or Architectural Treatment may be provided for one hundred percent (100%) of the Facade sidewalk -level Story_for Retail and Flex Frontages by SAP Permit. d. All the Facades of a parking garage Structure that i-s are not concealed behind by a Habitable Liner and all Elevations 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 minimum of sixty percent (60%) with a shade producing structure such as, but not limited to, a vined pergola or retractable canvas shade structure. 5.6.6 Landscape Standards (T6) b. Open Space shall be a minimum ten percent (10%) of the aggregate total Lot area for the SAP Area. Ten percent (10%) of the Open Space provided in Second or Third Layer shall be landscaped and located in the Second and/or Third Layer. 5.6.7 Ambient Standards (T6) a. Noise regulations shall be as established in the City Code and the Development Agreement. 26 DRAFT DATED 11/16/2015 MIAMI 21 ARTICLE "X" MANA WYNWOOD SAP REGULATING PLAN MANA WYNWOOD SAP ARTICLE 5, ILLUSTRATION 5.6 URBAN CORE TRANSECT ZONES (T6.8) BUILDING DISPOSITION LOT OCCUPATION a. Lot Area 5,000 01 min-40,000 of max b. Lot We 50 R min. c LotCoverago -1-8 Stories 80% max. -Afro e 81h Story 15,00018,000 sq. fl. max. Flcorplate for Residential& Lodging 30,000 sq.1L max. Floorplate for Office & Commercial 5125%additional Public BcncflNYA d. Floor Lot Ratio (FLR) e, Frontage at front Setback 70% minwithin the Second Layer f. Open Space 104CL tA° o,n'n. =ast ZOre: 20% Lot Area min. in Aggregate 'd7aslZone :10%LotAreamin in Aggregate g_ Density 150 dulac max. BUILDING SETBACK a Principal Front 10 ft. min.:; 20150 Min. above B1h Story b. Secondary Front 1011. min.`; 28150 Min above 8th Story c. Side 04min.;301oft_ Min above8tStory d. Roar 0 0 min.:3B 101t. Min above 8th Story a Abutting Side or RearT5 0Rmin. 1st through 5th Story 10 R. min 8th through 8th Story 30 I. m in, abme 8th Story Abuffing Side or RearT4 611 min. lstthrough 5th Story 26 ft min.6tl1 through 81t1 Story 301 min. above olhStory Abutting Side or RearT4 10% of Lot depth minl sith rough 2nd Story 2611 min. 3rd through 5in Srory 4611 min. above 5th Story BUILDING CONFIGURATION FRONTAGE a. Common Lawn prohbited b. Porch & Fence prohibited c. Terrace or L.C. prohibited d_ Forecourt permitted G. Stoop permitted L Shopfront permitted g. Gallery permitted h. Arcade permitted i. Cantriever permitted BUILDING HEIGHT a. Min. Heght 2 Stories b. Max. Height 8 Stories c. Max. Benefi[Height 4 Stories Abutting all T ransects Zones except T3: TG-8A; 4siorie5 T6-BB: 8 stories ° Or as mailed by Secaan 1 5 and 1 13 al 6e NRC-m and Mlarn. 21 Section 3.1.:6 BUILDING PLACEMENT PARKING PLACEMENT r� r tt0r. i:. 24 BUILDING HEIGHT a i 6 5 o min I. 27 ABUTTING SIDE &REAR ALL ZONES EXCEPT T4, T3. • 10 I2 :6 1O'mrn 6 5 DRAFT DATED 11/16/2015 MIAMI 21 ARTICLE "X" MANA WYNWOOD SAP REGULATING PLAN MANA WYNWOOD SAP ARTICLE 5, ILLUSTRATION 5.6 URBAN CORE TRANSECT ZONES (T6-12) BUILDING DISPOSITION LOT OCCUPATION a Lot Area 50OOs1 min ,70.000limas b Lon 'Meth _ 50 t inn c LotCokerage • 18 Stares 80%mat - km* 86i Story 154448 COO sq f max Floorpiate far Residential & Lodging 30.000 sq ft max Floorplate for Office & Commercial d Flea rLetRalra(FLR) YA e Frortageatfr ntSe[bad( 70%mn atdhnthe SecaedLayer I Open ace 3894-Eetre+anairn EasZore 2O%LotArea nil n inAr,grgale MS Zone 10%LotA4eamin inkonegate g Den sty 150duracmax ELPLDING SETBACK a PrnopalFrorS 10 t mn1.212151 Mn above 8thSbry b Secondary Front 10t mn',24151 Mn above&hSiory c Side 0ft min ,2410t Min abose&t5Sbry d Rear Oft ram ,3010t Mn abowe&hSbry e Abutlrg &de orRearT5 Oft min 14through 511 Story 10 t non `oth through 8tih Rory 30 t min abase &h Story Abot ng Sde or Rear T4 61t mn 1ALhraugh6th Story 26 t non 6th through 8th Story 30 t m n allot* 8th Story Abrrttng 5de or RearT4 10%of Loldepth mil Islthrough 2nd Sony 261 mn 3rdthrough 5th Rory 461 min above 5thSbry BUILDING CONFIGURATION FRONTAGE a CommonLaan probisted b Porch &Fence peohtbted c TerrxeorLC prohdled d Forecoat permted e Stoop permrted f Snoptront perrsted g Gallery parroted h frcade permted Ca•Lewer p?rrnted BOLDING HEIGHT a Mn Height 2Sbnes b Max Height 12 Sores c Max Bereft Hag ht 412Somers aotng al TranseasZones eaCept fi3 .yea 13r.116r1i?R'4-role-r215r-s._.-: BUILDING PLACEMENT PARKING PLACEMENT sccwaaupr,nar r— l arepac BUILDING HEIGHT xe+gm i7 ri IG ABUTTING SCE & REAR ALL ZONES EXCEPT T4. T3_ 28 al! led DRAFT DATED 11/16/2015 MIAMII 21 ARTICLE 6: SUPPLEMENTAL REGULATIONS ARTICLE "X" MANA WYNWOOD SAP REGULATING PLAN MANA WYNWOOD SAP ARTICLE 6. TABLE 13 SUPPLEMENTAL REGULATIONS (T5-T6) OPEN AIR RETAIL Operation limited to weekdays. weekends, and legal holidays between the hours of 7:00 AM and 7:00 PM. P-rnvision of paving striping -for stalls and parking spaces. 6.3.2 OPEN AIR RETAIL Within Mana Commons Civic Space Types. open space, or partially open space, the following uses may be permitted pursuant to the ant process following requirements: 4a. Outdoor dining areas; shall be permitted as follows: 1. Outdoor dining areas located on Private Frontages, and: Fronting a Civic Space and/or Open Space are permitted by Right. ii. Fronting a Thouroughfare are permitted by SAP Permit. 2. Outdoor dining areas located on Public Frontages are permitted by SAP Permit. b. Open Air Retail Uses and Market Pavilion Buildings shall be permitted by Right. c. All exhibits, displays and sales of items from a Retail Merchandising Unit shall be subject to the following limitations: 1. Retail Merchandising Units, excluding any associated signage, as permitted below in c.4., shall be limited to a maximum size of two hundred (200) square feet in area and shall not exceed a maximum Height of fifteen (15) feet: 2. Retail Merchandising Units shall not exceed 35 units. 3. Retail Merchandising Units shall be setback from any adjacent public right-of- way by a minimum of ten (10) feet. 4. Retail Merchandising Unit openings and windows may be closed from time to time to secure the structure. 5. Individual exterior identity signs shall be limited to sixteen (16) square feet in area, with no dimension exceeding eight (8) linear feet in length. There shall be no more than two (2) identity signs per Retail Merchandising Unit. 29 DRAFT DATED 11/16/2015 MIAMI 21 ARTICLE "X" MANA WYNWOOD SAP REGULATING PLAN d. Open Air Retail Uses shall not count towards gross buildable area and floor lot ratio or Floor Area calculations if the vending carts. kiosks, Retail Merchandising Units or other structure has wheels and is removable within 24 hours in case of emergency. e. Deviations from the standards set forth in Section 6.3.2(c) of the Regulating Plan may be approved by SAP Permit upon a finding by the Planning Director that the requested modifications are justified due to one or more of the following special conditions: i. Established pedestrian flow patterns; ii. Existing landscape features: iii. Governmental action which creates a peculiar configuration on the subject property; iv. Deviations do not interfere with the pedestrian experience within the Mana Commons. f. The sale of food from vending trucks shall be permitted in the SAP Area subject to applicable health regulations. Mowing items from vending carts: (a) Flowers, plants and shrubs; vegetables., produce, citrus or other unpackaged health regulations; and (b) Arts and Crafts. p rod set forth herein, may be permitted by EXGGP-4914 limitations: 1 All cucI carts "hall be located completely within private property or on undedicate.J required dedication; 30 DRAFT DATED 11/16/2015 MIAMI 21 ARTICLE "X" MANA WYNWOOD SAP REGULATING PLAN review and approval; ssaid-m `teeter plan shall c eofy-the Iocatione and approximate footprints of all future earls T ha d method of dicnday chall reflect anEd complement the . 'ride. mires within the-dictr-iet and shall be -consistent with the u nigue physi aI layout, cultural traditions anrd historic character of the neighborhood) 4 ThTorc shall be a mere than 'I (ane) cart po c+ eah thirty five (35.) !meadet � feof the distance separation requirements specified below; \II uch ea s all, conform with she following di tans Um'tation nIe an ,e7dvf eCl., alternate proposal is uctifindl dlug to e .tin-g- talaf.shcd pedestrian patterns or other special site conditions: withinlinear building frontage setbacks, shall be cenarated, from each other by minimum of five (5) feet; (i.e. there shall be a minimum five (5) foot clear radius surrounding all such carts); (b) All carts located within lin ar building frontago setbaol shall be setback from any adjacent p Ohl c right_of_�ahip minimuim of fifteen ('I5)feet s,igns per cart; and shall -not exceed a maximum height of ten ('I0) feet 0. All vending carts shall be securely anchored during bucineoc-h-ews, however, they of an emergency. -Deviations f finding that the reguected modifications are justified due to one er mere of the fnlloierinrr special conr7't'er r , 1 Estahlishodd pedestria. flow patterns 2. Existing landscape f atu-roe -Governmental action which crc^tes a peculiar configuration on the subject property. .. �...v..��... u u 4U.f4i1 VV 31 DRAFT DATED 11/16/2015 MIAMI 21 ARTICLE "X" MANA WYNWOOD SAP REGULATING PLAN ARTICLE 7: PROCEDURES AND NONCONFORMITIES 7.1.2.11 Mana Wynwood SAP Permit a. SAP Permit All new Development within the SAP Area shall require approval by SAP Permit, In addition, all other permits necessary to develop property within the SAP Area, such as Warrants and Waivers, shall be approved by SAP Permit and subject to the equivalent fee to those established in the Miami 21 Code and Chapter 62 of the City of Miami's Code of Ordinances. The process and criteria for review and approval of a SAP Permit application is set forth below. Design conditions or Uses requiring approval by SAP Permit are described in the various articles of the Mana Wynwood SAP, and are referenced here only for convenience. The specific parameters of each SAP Permit are further described in the articles in which each SAP Permit appears in the Regulating Plan. 1. Incorporation of vegetated surfaces and planters into Architectural Treatment pursuant to a maintenance agreement (Article 1, Section 1.2). 2. Decrease of required parking by thirty percent (30%) for properties located within a half -mile (1/2) radius of a TOD (Article 4, Table 4). 3. Cantilever with a minimum height of fifteen (15) feet and a maximum height of twenty-four (24) feet (Article 4, Table 6). 4. A single Structure located in the Mana Commons supporting a ground plane extension with a single Story of Habitable Space not to exceed five thousand (5,000) square feet of Floor Area and a maximum twenty-five (25) feet in Height (Article 4, Table 7). 5. Relaxation of edestrian and vehicular entrance requirements along the Facade (Article 5, Section 5.5.1.f, 5.6.1.f). 6. Encroachment of cantilevered balconies, bay windows; roofs, facade components promoting energy efficiency, and screening devices into the Setback (Article 5, Section 5.5,2.b. 5.6.2.c). 7. Extensions above the maximum Height for stair, elevator, elevator lobby, restrooms or mechanical enclosures beyond twenty (20%) of the roof area (Article 5, Section 5.5.2.h). 8. To permit a one (1) Story Building with a ground level Story no less than fourteen (14) feet in Height and a Green Roof treatment no less than 50% of the Roof area (Article 5, Section 5.5.2.m) 32 DRAFT DATED 11/16/2015 MIAMI 21 ARTICLE "X" MANA WYNWOOD SAP REGULATING PLAN 9. Extension of above ground Parking into the Second Layer where an art, glass treatment or Architectural Treatment is provided. (Article 5, Section 5.5.4.d, 5.6.4.d). 10. Relaxation of parking lot entrance distance and allowance of two (2) separate driveways on one (1) Lot (Article 5, Section 5.5.4.e, 5.6.4.g), 11. Facades on Retail and Flex Frontages providing art, glass and/or Architectural Treatment for one hundred percent (100%) of the Facade sidewalk -Revel Story (Article 5, Section 5.5.5.b, 5.6.5.b) 12. Adjustments to Building Setbacks above the eighth floor for Lots having one dimension one hundred (100) feet or less (Article 5, Section 5.6,1.h). 13. Encroachment of parapets and enclosures housing stairs, elevators or mechanical equipment located on a roof above the eighth Story within the Setback (Article 5, Section 5.6.2.h). 14. Building Floor late dimension exceeding 215 feet to a maximum of 250 feet for T6 for all Uses (Article 6, Section 5.6.2(b)(3)). 15. Extension of above ground Parking into the Second Layer where Architectural Treatment is provided. (Article 5, Section 5.6,4,e). 16. Outdoor dining fronting a Thoroughfare (Article 6, Section 6.3.2.a.1.i). 17. Outdoor dining located on Public Frontage (Article 6, Section 6.3.2,a.2). 18. Deviations from certain Open Air Retail standards as provided in Section 6.3.2(c) of the Regulating Plan (Article 6, Section 6.3.2.e). 19. Modifications to previously approved SAP Permits (Article 7, Section 7.1.2.11.e) 20. Review and approval of Media Signs (Article 10, Section 10.3.9). 21. Review and approval of Painted Wall Signs (Article 10 Section 10.1 3(j)) 22. MS appropriate to the nature of the Sir.' Hermit involved and the particular circumstances of the case, SAP Permits up to ten percent (10%) of any particular applicable standard of Miami 21 and/or the Regulating Plan except Density, Intensity and Height, may be granted when doing so promotes the intent of the SAP or particular Transect Zone where the proposal is located; is consistent with the guiding principles of the SAP and/or Miami 21 and there is practical difficulty in otherwise meeting the standards of the SAP and/or Miami 21, or when doing so promotes enemy conservation and Building sustainability. The inability to achieve maximum Density, Height, or floor plate For the Transect shall not be considered grounds for the granting of a SAP 33 DRAFT DATED 11/16/2015 MIAMI 21 _ARTICLE "X" MANA WYNWOOD SAP REGULATING PLAN Permit. This SAP Permit cannot be combined with any other specified SAP Permit of the same standard. b. SAP Permit review and approval process 1. The Zoning Administrator shall review each submitted application for a SAP Permit for completeness within seven (7) days of receipt. Upon verification by the Zoning Administrator, the application shall be referred to the Planning Director. The Planning Director shall review each application for an SAP Permit for consistenc with the Regulating Plan, Concept Book, Development Agreement, Miami 21 and the Miami Comprehensive Neighborhood Plan. If the SAP Permit application involves a project in excess of two hundred thousand (200,000) square feet of Habitable Rooms or Habitable Area, it shall be referred to the Coordinated Review Committee (CRC), and it may be referred to the Urban Development Review Board (UDRB). If the SAP Permit application involves a project equal to or less than two hundred thousand (200.000) square feet of Habitable Rooms or Habitable Area, it shall be reviewed by the Planning Director and the Zoning Administrator without need for review by the Coordinated Review Committee, unless the Planning Director determines that such review is necessary. If the application is referred, the committee or board shall review the application and provide its comments and recommendations to the Planning Director. Where there is no referral to the Coordinated Review Committee, the Planning Director shall issue an intended decision within thirty (30) calendar days of a determination that the application is complete. Where there is referral to the Coordinated Review Committee, the Planning Director shall issue an intended decision within thirty (30) calendar days of the meeting of the Coordinated Review Committee. The applicant shall have seven (7) calendar days from receipt of the notice of the intended decision to request a conference with the Planning Director to discuss revisions or additional information regarding the application. Within ten (10) calendar days of the conference, or if no conference is requested, the Planning Director shall issue written findings and determinations regarding the applicable criteria set forth in this section and any other applicable regulations. The applicant and the Planning Director may mutually consent to an extension of the time for issuance of the final decision. The findings and determinations shall be used to approve, approve with conditions or deny the SAP Permit application. 2. 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 its Regulating Plan, Concept Book. approved Development Agreement, the Miami 21 Code and the Miami Comprehensive Neighborhood Plan, as applicable. Conditional approvals shall be issued when the application requires conditions in order to be 34 DRAFT DATED 11/16/2015 MIAMI 21 ARTICLE "X" MANA WYNWOOD SAP REGULATING PLAN found consistent with the SAP, inclusive of its Regulating Plan, Concept Book, approved Development Agreement. the Miami 21 Code 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. Concept Book, approved Development Agreement, the Miami 21 Code and the Miami Comprehensive Neighborhood Plan, as applicable. The decision of the Director shall include an explanation of the Code and/or SAP requirements for an appeal of the decision. The Director shall include a detailed basis for denial of a SAP Permit. SAP Permits shall be valid for a period of two (2) years during which a building permit or Certificate of Use must be obtained. This excludes a demolition or landscape permit. A one (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. c. SAP Permit Review Criteria As appropriate to the nature of the SAP Permit involved and the particular circumstances of the case. the following criteria shall apply to a SAP Permit application. The application shall be reviewed for consistency with the Requlatinq Plan. Concept Book, Development Agreement. Miami 21 and the Miami Comprehensive Neighborhood Plan. The review shall consider the intent of the SAP, the guiding principles of the Miami 21 Code, and the manner in which the proposed Use will operate given its specific location and proximity to less intense Uses. The review shall also apply Article 4, Table 12. Design Review Criteria of Miami 21, as applicable. d. Appeal of SAP Permit to the Planning. Zoning. and Appeals Board Applicant may file an appeal of the determination of the Planning Director which shall be de novo and taken to the Planning, Zoning and Appeals Board (PZAB) and must state with specificity the reasons for the basis of the appeal which will be presented to PZAB together with payment of any required fee. An appeal shall be filed with the Hearing Boards Office within fifteen (15) calendar days of the posting of decision by the Planning Director on the City's website. The appeal may be filed only by the applicant or any person who is aggrieved by the action of the PZAB. The PZAB shall determine whether the SAP Permit is upheld or rescinded. The ruling of the PZAB may be further appealed to the City Commission. de novo and must be filed with the Office of Hearing Boards within fifteen (15) calendar days of the Board's issuance of its ruling. The filing of the appeal shall state the specific reasons for such appeal, together with payment of any required fee. e. Modifications to a previously approved SAP Permit 35 DRAFT DATED 11/16/2015 MIAMI 21 ARTICLE "X" MANA WYNWOOD SAP REGULATING PLAN An applicant may modify a SAP Permit approved under this Appendix, as a minor modification through the SAP Permit process. Minor Modifications include, but are not limited to: i. Changes that conform with the Regulating Plan; or ii. Changes in the project phasing. In the event that the modification is determined to be "not minor" a new SAP Permit shall be required. 36 DRAFT DATED 11/16/2015 MIAMI 21 7.1.2.11 ARTICLE "X" MANA WYNWOOD SAP REGULATING PLAN MODIFICATIONS TO THE INITIAL DEVELOPMENT PROGRAM The Development Program, including Uses, Densities and Intensities, as provided herein and depicted in the Concept Book is the development which is currently envisioned for the SAP Area. 7.3 FLEXIBLE 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 distribution for the entirety of the SAP Area is not out of scale or character with the underlying Transect 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 (il) the goals, policies, and objectives of the Miami Comprehensive Neighborhood Plan. ARTICLE 10 SIGN REGULATIONS 10.1 GENERAL Notwithstanding any other provision of the City Code or Miami 21, signaqe consistent with this Appendix shall be permitted in the SAP Area in accordance with the Requlatinq Plan, as long as the dimensions of such signaqe is consistent with Article 10, Table 15 of Miami 21, except for Media Signs which shall be governed by the standards provided in Section 10.3.9 of the Requlatinq Plan. 10.1.3 SIGNS EXEMPTED FROM PERMIT REQUIREMENTS j. Painted Wall Signs. Painted Wall Signs shall be allowed in the SAP Area by SAP Permit. 10.3.9 SAP MEDIA SIGN STANDARDS All Media Signs within the SAP Area shall be subject to the following standards. a. All Media Signs shall be reviewed and approved by SAP Permit. b. Media Signs shall not be visible from any point in the adjacent public right-of-way, beyond the boundaries of the SAP Area and from any portion of a T1, T3, T4, T5-R or T6-R property located outside of the SAP Area. c. Media Signs shall only be allowed internal to the Mane Commons and in the East Zone of the SAP Area. 37 • DRAFT DATED 11/16/2015 MIAMI 21 ARTICLE "X" MANA WYNWOOD SAP REGULATING PLAN d. Media Signs may contain an affixed illuminated display system using signage and any other form of illuminated visual message media, constructed to display artistic works, that may be electronic and composed of photographs or animation, or arrangements of color, and that display on -site commercial or noncommercial messages. relies on a Building for structural support , and are applied to the Building or depicted on vinyl. fabric, metal screens or other similarly flexible material that is attached flush or flat against the Building's surface. e. Media Signs shall have a maximum of two (2) surfaces located internally to the Maria Commons which may include visual media and shall have a maximum height of thirty five (35) feet and a maximum width of one hundred (100) feet. f. The visual media display system for Media Signs may be illuminated by LED lights. Media Signs shall be subject to the Illumination Sign requirements provided in Article 10 of Miami 21. h. Media Signs shall be subject to the Class B (point of sales Signs) requirements of Miami 21. i. Any portion of a Media Signs shall not exceed the height of eighty (80) feet above sidewalk level. 38 DRAFT DATED 11/16/2015 MIAMI 21 CONCEPT BOOK MANA WYNWOOD SAP • MANA WYNWOOD SAP SITE DIAGRAMS C11111111ffili NI ZYSCOVICH R C ,117 EC TS DRAFT DATED 11/1612015 MIAMI 21 CONCEPT BOOK MANA WYNWOOD SAP ZYSCOVICH • 305 377 527; AR CHIT EC TS II 37,577252, Rill=111 DRAFT DATED 11/16/2015 MIAMI 21 CONCEPT BOOK MANA WYNWOOD SAP WEST I EAST 17 15 15 14 ' 10 19 20 21 22 23 24 25 26 27 28 29 30 31 32 333435 36 37 30 39 49 48 41 45 45 44 43 42 41 40 2071-PST 50 13 12 11 10 S,4'1,.7,1 St 9 8 1 7 2 3 6 5 Z Y5 C OV c H EL 230.1 A R C EC IS DRAFT DATED 11/16/2015 MIAMI 21 Number Address 318 N'A' 23 ST Miami, FL 33127.4319 2 2380 NW 5 AVE Miami, FL 33127-43'0 3 1210 NW 22 TER Mn:.iaFL 33127-481 - 4 1275 NW 22 LNMiam€ FL 33127-4810 5 ;2288 NW 2 AVE Miam€ FL 33127-4841 C 7 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 37 38 39 40 41 42 43 44 45 46 47 48 cg 50 ;229.4 NW 2 AVE Miarni. FL 33127-4841 I251 148122 LN Miam:FL 33127-49,0 270 NW 23 ST Miami FL 33127-4316 490 NW 23 ST Miami, FL 33127-432C 375 NW 23 ST Miami, FL 33127-4317 362 NW 24 ST Miami. FI. 33127.4326 I394 NW 24 ST Miami. FL 33127-4326 '2337 NV,'5 AVE Miami. FL 33127.4309 12490 N'.N 5 AVE. Mlanv_ FL 33127-4312 1535 NW 24 5T Miami. FL 33127-4327 ; 545 NW 24 ST lrl:am:, FL 33127-4327 ;555 NW 24 5T Miami, FL 33127-4327 550 NW 24 ST Miami, FL 33127-4328 .567 NW 23 ST Miami, FL 33127-4321 2390 MA. 5 AVE Miam: FL 33127-4310 2330 NW 5 AVE Miami, FL 33127-4310 12324 NW 5 AVE Miami. FL 33127-43110 12320 NV,' 5 AVE Miami. FL 33127.4310 !2368 NW 5 AVE Miami. FL 33127-4310 i2300 NW 5 AVE Miami. FL 33127-431n '590 NW 23 ST Mani, FL 33127-4322 680 N'W 23 STMiami, FL 33127-4322 564 NW 23 ST Miami. FL 33127-4322 550 N'A' 23 S` Miami: FL 33127-4322 540 NW 23 ST Miami. FL 33127-4322 VAC4N I LAND PAN 23 5-. Miami - FL '524 NW 23 ST i,liam€. FL 33127-4322 518 47123 ST Miami FL 33'27-4322 514 NW 23 ST Miami FL 33127-4222 508 NW 23 ST MiamiFL 33127-4322 503 NW 23 ST Miami, FL 33127-4322 2240 NW AVE Miami. FL 33127-4750 2222 N A' 5 AVE M:arni_ FL 33127-4750 2270 N'A' 5 AVE Miami FL 33127-4750 511 NW 22 Street Miami, FL 33127-4750 521 NW 22 ST Miam€. FL 32127-4727 527 NW 22 5T Miami. FL 33127.4727 537 NW 22 ST Miami FL 33127-4727 .545 NW 22 ST Miami FL 33127-4727 ,549 NW 22 ST Warn. Fl. 33127-4727 1557 NW 22 ST Miami, FL 33127-4727 563 VA, 22 ST Miami FL 33127-4727 583 NW 22 ST Miami, FL 33127-4727 587 NW 22 ST Miami. FL 33127-4727 435 NW 22 LN Miami. FL 33127-4726 Folio Number 101-3125-074-0010 01-3125-074-0030 01-3125-043-0020 01-3125-044-00"0 '01-3125.034.0800 01-3125-034-0380 01-3125-C44-0025 01-3125-034-0830 O 1-3125-024-C670 01-3125-034.0640 01-3125-034-0310 01.3125-034-0300 •01.3125-034-0250 '01-3125-057-0011 101-3125-000-0200 01-3125-057-0150 01-3125-157.0140 0 1-3125-046-0050 O 1-3125-O46-C150 '.01-3125-046-0010 .01-3125-046-0630 01-3125-046-0250 01 3125-046-0240 ;01-3125-046-0230 .01-3125-046-0220 '01-3 125-035-0440 01-3125.035-0450 0 2-3125-035-0470 0 3125-025.0400 ' 01-3125-035-0510 01-3125-074-0040 '01-3125-035-0540 01-3125-03E-0550 ;01.3125.035-0580 i0 1-3125-035-05 7 0 01-3125-035-0580 C 1-3' 25-035-0590 01-3125-035-0600 01-3125.035.0610 01-3125-074-0050 01.3125-035.0840 01-3125-035-0E50 01-3125-035-0270 ;01-3125-035-0660 01-3125-035-0570 01-3125.035-0291 01-3-.25-035-0690 013.25-035-0706. 01-3125.035.0710 01-3125-070-0050 Name of Owner Zone Mann:gen Holdings, LLC Megan Holdinos. LLC Megan Holdings, LLC Maplon Holdings LLC i.iMapton Hc1dtnos LLC -'Anwoco Partners LLC ,MMaalen Holdings LLC :Manton Holdings LLC Mela:lie Holdings LLC Mizrachi F:o'.dings LLC Mizrachi Ho:dings. LLC Mizrachi Hcldings, .LC Ma'am Realty LLC a61!ie Realty LLC fo1:110 Realty. LLC Mille Realty, LLC ;Millie Really. LLC Melanie Holdings, LLC :Melarre Holdings, LLC :Melanie Holdings. f_LC Melanie Holdings, LLC Melanie Holdings. LLC Melanie I-loldings. LLC Melanie Holdings. LLC Melanie Holdings LLC Wynwood Holdings, LLC 'Wynwood Holdings. LLC Wynwood Holdings, LLC Wynwood Holdings. LLC 'Wynwood Holdings, LLC '/4ynwood Holdings, LLC Wynwood Holdings. LLC Melanie Holdings LLC Melanie idoldngs, LLC Melanie Poldings. LLC iM'lena Holdings, LLC M land Holdings. ,LC Milano Holdings. LLC Wane Hcldings LLC ':Milano Holdings. LLC 'Wynwood Holdings, LLC 5Vymvood Holdings. LLC Wymvood Hold,rtgs. LLC Wynwood Holdings. LLC Wynwood Folo ngs LLC Wynwood Holdings. LLC Wynwood Holdings, LLC Miara Hcldincs, LLC M1;anie H01d]ngs LLC Meanie H01din55, LLC East East East East East East East East East Gast East Ens! East West West West West West West West Well Wesl West West West W ast 'West West West W est West West %Nest Wes! West West 'Nest West West West West %Nest West West Wesl Wes! Wes! West West East CONCEPT BOOK MANA WYNWOOD SAP *The aggregate area of the parcels described herein is 23.48 acres, more or less, or 1,022:917 SF ZYSCOVICH SCOVICH A 3 C H I - 11 - _ € ,s,.r s_ DRAFT DATED 11/16/2015 MIAMI 21 CONCEPT BOOK MANA WYNWOOD SAP ZYSCOVICH 4 R C H 1 T E C 'I' C DRAFT DATED 11/16/2015 MIAMI 21 CONCEPT BOOK MANA WYNWOOD SAP I ILL_ C.1 ' o ZYSCOVICH DRAFT DATED 11/16/2015 MIAMI 21 7-4411411115gr CONCEPT BOOK MANA WYNWOOD SAP ZYSCOV1CH AHITECiS DRAFT DATED 11/16/2015 MIAMI 21 CONCEPT BOOK MANA WYNWOOD SAP ZYSCOVICH • ARCHITECTS '30E1,7,521 . DRAFT DATED 11/16/2015 MIAMI 21 CONCEPT BOOK MANA WYNWOOD SAP WEST i EAST SEE APPENDIX A4-1 1 • • 1 1 • WEST 1,11, la 71:N 20711 ST MW 1114/231c1ST EAST East/West Boundary ZYSCOVICH Tr, A1-8 • DRAFT DATED 11/16/2015 MIAMI 21 VN E 3 T EAST CONCEPT BOOK MANA WYNWOOD SAP T5-0 CI T4-I. T3-R T5-0 T3-0 NRD Zoning A 1-9 ZYSCOVICH �4T 9zcaYre .d '1 an41:]_:1• �� a=iyam u�F.:nm DRAFT DATED 11116/2015 MIAMI 21 WESTI EAST CONCEPT BOOK MANA WYNWOOD SAP 01 • T6-8A-0 /51 T6-8A-0 T6-12-0 D2 T5-0 1 CI T6-813-0 T4-L T6-8A-0 T5-0 T3-R T5-0 T3-0 ZYSCOVICH ARCHITEC I DRAFT DATED 11/16/2015 MIAMI 21 CONCEPT BOOK The above diagram represents the maximum developement Heights with bonuses General Development Areas: East Lot Area Lot Coverage Open Space Civic Space Density Parking Base FLR Bonus FLR 659,951 SF 531,216 SF 131,990 SF 32,998 SF 2,237 Units 4,598 Spaces 4,161,838 SF 1,095,890 SF Total Development FLR 5,257,728 SF MANA WYNWOOD SAP Ease Developrrui BNB DevelopmenL General Development Areas: West Lot Area Lot Coverage Open Space Civic Space Density Parking Base FLR Bonus FLR 362,966 SF 326,669 SF 36,297 SF 18,148 SF 1,250 Units 3,885 Spaces 2,747,145 SF 1,396,191 SF Total Development FLR 4,143,335 SF For illustrative purposes only. Final development design shall te in accordance with the individual site plan appravalle) Z YS C OV I C H ECTS DRAFT DATED 11/16/2015 MIAMI 21 WEST I EAST Phase 4 Improvements to Mane Commons Building FLR Improved Open Space 10% of provided Open Space 20% of provided Open Space 30% of provided Open Space 40% of provided Open Spate 50% of provided Open Space 50% of provided Open Space 70% of provided Open Space 80% of provided Open Space 100% of provided Open Space Mona Wynwood SAP Phases Phases Phase ONE TOTAL Phase TWO TOTAL Phase THREE TOTAL Phase FOUR TOTAL 'Phase FIVE TOTAL Phase SIX TOTAL SF 56,656 SF 393..145 SF 200,549 5 Acre 1.30_ IMMO 4.60 323,499 SF 19,601 SF 39.457 SF 7.43 Max. FLR 362,5913 3,134,469 1,619,514 4,105,193 0.45 141,127 0.91 356,162 Range of Open Space per total lot area 11%to 25% of lot area 6,417 SF to 14,000 SF 18% to 25% of lot area 72,500 5F to 95,000 SF 25% to 36% of lot area 50,000SFto 72,196 SF 15% to 17% of lot area 40,000 SF to 55,000 SF 25% to 55% of lot area 4,900 SF to 10,900 SF 15% of lot area 5,920 SF Total Aggregate of open Space and Civic Space 219,433 SF CONCEPT BOOK MANA WYNWOOD SAP MY22-d S7 ZYSCOVICH EL 77132.27,.. 4 R CHIT EC T_ „s s,. DRAFT DATED 11/16/2015 MIAMI 21 CONCEPT BOOK MANA WYNWOOD SAP *Civic Space may be concentrated at Plazas as indicated or included in the Pedestrian Passage, Courtyard or other areas within the SAP as defined by the Code and designed into the master plan. For minimum Open Space requirements please refer to the Mana Wynwood SAP Regulating Plan. Open and Civic Space shall be calculated in aggregate. Please see the Mana Wynwood SAP Regulating Plan language for specific requirements. WESTI EAST ,W21rh ST hW 222ia St SRN 2? J FCA NW 20111ST Open Space Total: 168,287 SF Civic Space Required 5 % Total: 51,146 SF Mana Commons Total: 110,000 SF in Aggregate including required Civic Space "The final location on the cross -Block pedestrian Paseo shall be determined at the time of permitting and are being depicted in here ter illustrative purposes only. NW 2dh ST SW P.3q1 f NW27nd ST Open Space Vehicular Private Dnvee Civic Space • . • Crass -Block Pedestrian Paseo** For illustrative purposes only. Final development design shall be in accordance with the individual site plan approval(s), Open Sp ZYSCOVICH h5 1 ray R C FI 11 E C T _ I I ,.s s.� DRAFT DATED 11/16/2015 MIAMI 21 1W 7111 lot - r1;Vzprr1 sr WEST I EAST 4 CONCEPT BOOK MANA WYNWOOD SAP N4 751A SI 1115' NA 51 4 AN9I5A SF yProposed Entrances • - • Proposed Vehicular Circulation For illustrative purposes only Final development design shall be n accordance with the individual site plan epprovel(s). ZYSCOVICH = ni..m F. 2 C 1.1 I TEC T 5 iO5 i'? .5 DRAFT DATED 11/16/2015 MIAMI 21 WEST EAST CONCEPT BOOK MANA WYNWOOD SAP Existing Bus Route • • • Proposed 8ike Lanes - - - Proposed Trolley Expansion 0 Proposed Trolley Station Far illustrative purposes only.. Final development design shall be in accordance with the individual site plan approvai(s). Transit f Bike M F ZYSCOVICH T,FL3x:23 A h C H I r_ C, S Al-15 DRAFT DATED 11/16/2015 MIAMI 21 NW 22N©ST • ••• NW 21ST TER ••• •••••••#•••+++•••t • NW 20M ST 0 • CONCEPT BOOK MANA WYNWOOD SAP NW24TH ST !i - Trbe Coorditia{ed wi�3 NW 23RD ST •••• • «•.a•r"•' 10.•Ef11*'•0.4' ''•i#V7•w.E9'i ff WWII," f i5.•4.4*•.0 aL aas.... nsa,ors *rals', ••11.61Ars as a.s..• as- .. f • • • • • • • • • : • • we . • NW 22NO ST weer e•••••••••••••••••••••f••••• ••••4**••**•*•*•••• Primary Streets (A -Grid) Secondary Streets (b-Grid) t• Pedestrian Passage Cross -Block Pedestrian Paseo** To be coordinated with NRD "The final location on the cross -Block pedestrian Paseo shall be determined al the time of For illistrarve purposes any. Final ceveloprnenl design shall be in accordance with the permitting and are being depicted in here for illustrative purposes only. individual site plan approvel(s). ZYSCOVICH A R C H I '' E C— S DRAFT DATED 11/16/2015 MIAMI 21 Towers are subject to maximum F loor pl ate. dimensions Pedestal Height 123' max ♦ Mona Commons Pedestrian Passage with Vehicular Access and Open Space CONCEPT BOOK MANA WYNWOOD SAP — Towers are subjectla maximum —► Floorplate dimensions Pedestal Height 123' max 85-0' AI, 20-0 5'-1)+ 25'-C `"The final location on the cross -Block pedestrian Paseo shall be determined at the time of For illustrative purposes only, Final development desgn shall be in accordance with the individual site plan approvals; permitting and are being depicted in here far illustrative purposes only ZYSCOVICH A R C H I T 5 C- S Primary Streets (4-Grid) Secondary Streets (B-Grid) ! Peeestrian Passage • ®a Cross -Block Pedestrian Paseo" DRAFT DATED 11/16/2015 MIAMI 21 C r r ld I -41 Towers are subject to maximum - (, Floorplete dimensions ., 1 Vanes 5'-1 20'-0' S-d. Vanes CONCEPT BOOK MANA WYNWOOD SAP D-- 64'rrlm 15 tit FTowers are suhjeet to maxi- —►. mum Floorplale dimensions Pedestal Height i— Pedestal Height 123' max 123' max Pavili an Taping Ground Plane`, Mane Commons Pedestrian Passage with Vehicular Access and Pavillion rmn 60' 1C-0" 6'-0{ 20'-0' 6'-0' 16'-17 Mane Commons Pedestrian Passage Min. Dimension '"The final location an the cross -Block pedestrian Paseo shall be determined at the time of For illustrative purposes only. Final development design shall be in permitting and are being depicted in here for illustrative purposes only. accordance with the roof?vtdual site plan approval(o). ZYSCOVICH OOCHITECS Primary Streets (A -Grid) Secondary Streets (B-Grid) Pedestrian Passage •a Cross -Block Pedestrian Paseo** DRAFT DATED 11/16/2015 MIAMI 21 NW 5th Avenue Section Towers are salad to maximum Floorplale dimensions Pedestal Height 123' max r1o'-o 1G0'-0 CONCEPT BOOK MANA WYNWOOD SAP r— Towers are subject la maximum —Ow Flom -plate dimensions f— — Pedestal Height 123' max NW 241h Street Section 30-0- 50' 0 m Primary Streets (A -Grid) Secondary Streets (B-Grid) Pedestrian Passage *°The final location on the cross -Block pedestrian Paseo shall be determined at the time of For illustrative purposes only Final development design shall be in • • • Cross -Block Pedestrian accordance with the individual site plan acproval(sj_ Paseo*` permitting and are being depicted in here for illustrative purposes only. ZYSCOVICH A n C 1-r 1 T r C T- DRAFT DATED 11/16/2015 MIAMI 21 G H To -ore ore subject to maxi- Floarphale dimensions Pedestal Height —p.- 123' max 60 -0' 00 0' • r r r `1;-0'+p-p `g'0 f� �f NW 23rd Street Alternative Section The final location on the crass -Block pedestrian Paseo shall be determined at the time of permitting and are being depicted in here for illustrative purposes only. CONCEPT BOOK MANA WYNWOOD SAP Towers are subject to maxi mum Floorplale dimensions Pedestal Height —� 123 max 50'-0- . 450 07 6 .r0o 0 rf p 0 Sri 0 0 5 7' 2-7 2-9 NW 6th Avenue Alternative Section For illustrative purposes only. Final developmenl design shall be In accordance with the individual site plan approvals) 1 5 C H I C C T c MI Primary Streets (A -Grid) Secondary Streets (B-Grid) Pedestrian Passage Cross•Bloek Pedestrian Pase0 „ DRAFT DATED 11/16/2015 MIAMI 21 70.0 • • Pedestal 1-4eip1i1 123 max /5.5' '8-0it.o-'11.-o r5.-6-- • NW 2nd Avenue Section "The final locabon on the cross -Block pedestrian Paseo shall be determined at the time of permitting and are being depicted in here for illustrative purposes only J CONCEPT BOOK MANA WYNWOOD SAP Towers are subject to maximum Floorplate dimensions Pedestal Height ______________ 123max '17-e12"-0" tr-fig 12,6" 12-0'.10%01 NW Mana Private Drive Section For illustrative purposes only Final development design shall be in accordance v.,,,th the individual site plan app(oval(s) ZYSCOVICH ARC-IITECiS Primary Streets (A -Grid) Secondary Streets (B-Grid) 1=1 Pedestrian Passage • • • Crossaock Pedestrian Paseo". DRAFT DATED 11/16/2015 MIAMI 21 K L Towersare subject to maxi- mum Floor -plate dimensions 1 '..0r8.450 ,1 G- a9-B+r2 G" NW 51h Avenue - 75' Section CONCEPT BOOK MANA WYNWOOD SAP -hewers are subject to maxi. IMAM Floorplate dimensions Pedestal Height 123' max I I ! ! 6-6' 8'-B� 7tT-0' 79r0-&-F"fi'-6+1d=P'. NW 21st - 22nd Street Section **The final location an the cross -Block pedestrian Paseo shall be determined at the time of Far illustrative purposes only Final development design shall be in accordance with the individual site plan approval{s). permitting and are being depicted in here for illustrative purposes only, ZYSCOVICH A p c H l r ECTS Primary Streets (A -Grid) Secondary Streets (B-Grid) I• Pedestrian Passage 0 a 0 Gross -Block Pedestrian Paseo** DRAFT DATED 11/16/2015 MIAMI 21 q•t a•: y A F I +• — — Ma4.1,6 •o•, . ***44***•••4.44. I f . !# I!4�swl+1-,0�4r.••,...•►� � ss�tts�f�*fr+►af 2sm5f d V r i i _ j.4 _ 0._ _ .... I 31 i• 1 I I . w i — a g.n' , Arm �t,R a a 1 44 *' *i 4 •44M44* 44•••4444•4- 444•i•4••4.•4, 1 (t f 1 +r-,— 1 --f:tttirib## 1444!! •••••••••••• it r I f i I1ak t ...;. :,,,,i,411.4 • t • ff • f a 1f f♦ F fill i if'a * 14-�'44'44444o • It f I I I 4 ii4 • 4 ••••••••••• ••••••••••ytt•••4• • 1 - - . _ • • * CONCEPT BOOK MANA WYNWOOD SAP 00 00 a4r in -a4as++•444444444 r++ss w'n 1 NW 2141 ffa Landscape Narrative Mana Commons NW25Th S7 Mc 1 f * • 1 • h 4**•4*s**a*s.Y* :i *ssif* ssi-t444 4 •44••• • • 4 444441•*44•K•••••f The Commons is a pedestrian environment in an urban setting that is comprised of a mix of wide open plazas and defined intimate green spaces with large trees species that are suitable to the environment to soften and beautify the urban landscape. Shaded pedestrian walkways adjacent to active ground floor uses will connect with outdoor activities improved by sculptures and artistic treatments within the property. A green sloping roof structure within the commons will serve as a seating and observation deck that will enrich visually the ground plane of the space, The Commons and all its components will contribute to the definition of a true community space designed to accommodate all users and programming potential, including special events. A final Mana Common concept will be designed by phase 2. Streetscape The contemporary visual character of the landscape and hardscape will serve to unify the SAP to the surrounding Wynwood area. The character or Theme will harmonize with the powerful aesthetics and color of the Art Murals and the Industrial character of the buildings, Coupled with programming strategies discussed below, lighting, hardscape and landscape treatments will provide a unified monochromatic aesthetic that enhances the visual and colorful character of the District. A safe, direct bicycle connection from 6th Avenue and 5th Avenue to the Commons will be designed by phase 2. Collaborative Streets 23rd Street, 24th Street, Sth Avenue and 2nd Avenue to be a collaborative design with the NRD, BID, or landscape consultant of the Wynwood NRD Streetscape Design. Representative Trees: Most of these streets are the small and urban in nature. Trees will be defined in harmony with NRD Streelscape design. Continuous Street Verge: Tree wells with occasional paved concrete zones will run parallel with the street between the main pedestrian zone of the sidewalk and the back of curb. Pervious pavements in this zone will be used when possible to allow air and water to reach root zones under pedestrian zones. Sidewalks: Scored grey concrete with horizontal pattern perpendicular to the Street and continuous to the edge of the Street verge. Artistic hardscapes may be designed to enhance sidewalk patterns at building entries or Civic Spaces. Sidewalks shall maintain a clear path for pedestrian traffic. Lighting: Selected Black colored lamp posts will be placed at back of curb within the street verge and between Street Trees. The Light quality will of the Lumen is a warm white LED fixtures. Crosswalks: Artistic patterns. **The final location on the cross -Block pedestrian Paseo shall be determined at the time of For illustrative purposes only. Find development design shall be an accordance with the permitting and are being depicted in here for illustrative purposes only. indivioual site plan approvai{sj. ZYSCOVICH A K I H T t: c T tit. orr.. FL DRAFT DATED 11/16/2015 MIAMI 21 1► I!VIll 11111Itr trINI11!lllfI, NW 23rd Street N1ana Common Imet 1 Street Master Plan- F+E+G Streets 5th Avenue to be designed in harmony with Wynwood NRD Streetscape design. Representative Trees: Most of these streets are the small and urban in nature. Trees will be defined in harmony with NRD Streetscape design, Landscaped Street Verge: Planting beds with occasional paved concrete zones will run paral- lel with the street between the main pedestrian zone of the sidewalk and the back of the bike lane. Pervious pavements in this zone will be used when possible to allow air and water to reach root zones under pedestrian zones. Stormwater retension systems may be provided. Sidewalks: Scored grey concrete with horizontal pattern perpendicular to the Street and con- tinuous to the edge of the Street verge. Artistic hardscapes may be designed to enhance side- walk patterns at building entries or Civic Spaces. Sidewalks shall maintain a clear path for pedestrian traffic. Bike lane: A green colored bike lane will be separated by the street verge or pervious paving material. Lightirng. Selected Black colored lamp posts will be placed at back of curb within the street verge and between Street Trees. A lap post with combined car and pedestrian lights will be provided. The Light quality will of the Lumen is a warm white LED fixture. Crosswalks: Artistic patterns. Oaks Streetscape: ZYSCOVICH A R C I{ ITEC 5 CONCEPT BOOK MANA WYNWOOD SAP Gumbo Limbo Landscaped Median FL A124= DRAFT DATED 11/16/2015 MIAMI 21 CONCEPT BOOK MANA WYNWOOD SAP 24th Street — da 2 Street Master Plan- F+G Streets Edge Streets 22nd Street and 6th Avenue and Mane Private Street. Representative Trees: Most of these streets are the small and urban in nature. Large upright trees such as Live Oaks with lower branches trimmed will allow ample room and light into the pedestrian zones. Continuous Street Verge: Tree wets with occasional paved concrete zones will run parallel with the street between the main pedestrian zone of the sidewalk and the back of curb. Pervious pavements in this zone will be used when possible to allow air and water to reach root zones under pedestrian zones. Sidewalks: Scored grey concrete with horizontal pattern perpendicular to the Street and continuous to the edge of the Street verge, Artistic hardscapes may be designed to enhance sidewalk patterns at building entries or Civic Spaces. Sidewalks shall maintain a clear path for pedestrian traffic. Lighting: Selected Black colored lamp posts will be placed at back of curb within the street verge and between Street Trees. The Light quality will of the Lumen is a warm white LED fixtures. Crosswalks: Artistic patterns. Light Post Sidewalk Pavement VI gr Multi -use Path with Landscape Buffer Oaks Verge Banding $iireeIscape Al-25 ion ZYSCOVICH A k C H I r ECTS DRAFT DATED 11/16/2015 MIAMI 21 3. Street Master Plan- K'-L Streets 5th Avenue Representative Trees: Dense canopy trees an the sidewalk such as Live Oaks or Gumbo Limbo Trees will enhance the existing character the Street with an existing plated median. Continuous Street Verge: Tree wells with occasional paved concrete zones will run parallel with the street between the main pedestrian zone of the sidewalk and the back of curb. Pervious pavements in this zone will be used when possible to allow air and water to reach root zones under pedestrian zones. Sidewalks: Scored grey concrete with horizontal pattern perpendicular to the Street and continuous to the edge of the Street verge. Artistic hardscapes may be designed to enhance sidewalk patterns at building entries or Civic Spaces. Sidewalks shall maintain a clear path for pedestrian traffic. Bike lane: A green colored bike lane will be separated by the street verge or pervious paving materiai, The bike lane will transition to the Mana Commons north of 22nd Street. Lighting: Selected Black colored lamp posts will be placed at back of curb within the street verge and be- tween Street Trees, A lap post with combined car and pedestrian lights will be provided. The Light quality will of the Lumen is a warm white LED fixture. Crosswalks: Artistic pattems. CONCEPT BOOK MANA WYNWOOD SAP Sidewalk Pavement Landscaped Median ZYSCOVICH FL °a C f-I I- t C TEi- DRAFT DATED 11/16/2015 MIAMI 21 .Mana Commons 1.)11ffr: 4 1041 ir -4 .i41; ,2 4. 4. Street Master Plan- F+G Streets Detail Typical Sections CONCEPT BOOK MANA WYNWOOD SAP CeV 15 -I' at Setbach E,Eftnsaat Ran Park.] o Ice Streetscape A1-27 tun N ZYSCOVICH ARCHITECTS DRAFT DATED 11/16/2015 MIAMI 21 CONCEPT BOOK MANIA WYNWOOD SAP ullflhl(1 5. Street Master Plan- E+G Streets Bike Path Sidewalk Light Post Tree Well Landscape Area Continuous Verge Tree Well Crosswalk Continuous Verge Streelscape ZYSCOVICH ARCIIITES =pc _:- DRAFT DATED 11/16/2015 MIAMI 21 6. Street Master Plan The Mena Private Street will be a woonerf (elevated Pedestrian Street) with same theme standards as the other Edge Streets 7. Street Master Plan- F+J Streets Streetscape CONCEPT BOOK MANA WYNWOOD SAP Bike Path Sidewalk Light Post Civic Space or Lobby Entrances Tree Well Landscape area Continuous Verge Sidewalk Crosswalk Transition area to curbless section Retractable Bollards Curbless section 2YSCOVICH ae.,�„agi.a C h 1T E C` S l i n....sz! A1-29 DRAFT DATED 11/16/2015 MIAMI 21 Mana Commons CONCEPT BOOK MANA WYNWOOD SAP ZYSCOVICH ;,;, A R C H Y T E C I 5 F LP` 5'i a5.i DRAFT DATED 11/16/2015 MIAMI 21 Mana Commons • • • • . • . • ZYSCOVICH A RCH IT C T CONCEPT BOOK MANA WYNWOOD SAP DRAFT DATED 11/16/2015 MIAMI 21 CONCEPT BOOK Temporary Mana Commons MANA WYNWOOD SAP i ZYSCOVICH ,o ;.,; wRC�a—_CTS .5,.5,1 DRAFT DATED 11/16/2015 MIAMI 21 CONCEPT BOOK MANA WYNWOOD SAP 1,0 N aPI,d ZYSCOVI CH isc,e ,1 e rles, ey,mr.ele ee:r. \FCHITE•, 701 :7; ,,I 4,[0.0C11 DRAFT DATED 11/16/2015 MIAMI 21 CONCEPT BOOK MANA WYNWOOD SAP MANA WYNWOOD SAP Illustrations ka111111111111 1,0 14 B4.7ayne . ZYSCOVICH 7,1 ARCHITECTS ,lo,tyscnro,...corn DRAFT DATED 11/16/2015 MIAMI 21 CONCEPT BOOK N1ANA WYNWOOD SAP EXHIBITION - MUSEUM CONFERENCE CAi E I` P,'OLJE (Paris) MEDIA - TECHNOLOGY PANDORA RADIO (California) TRADE - DISTRIBUTION STUDIO • COLLABORATIVE ROCK HEAL$H� ROCK HEALTH (California) ASSEMBLY - MANUFACTURING ETSY (New York City) WEWCRK {New York City) SHOWROOM - PRODUCT DISPLAY PAVE B'CWCLE SHOP (Bar relona) ZYSCOVICH" -° ARCFHTECT i .z DRAFT DATED 11/16/2015 MIAMI 21 CONCEPT BOOK MANA WYNWOOD SAP GANSLNCSPT FOOD MARKET, NY NY MERCACC SAN sy11GLIEL (Madrid) COVNGTON FAR S I, A KET, CVS,KY !F MERCADO LA BOQUERIA fBarcelona) QUINCY MARKET (Boston) ZYSCOVICH 4 n C 1 I T E C 5 DRAFT DATED 11116/2015 MIAMI 21 MARK CONCEPT BOOK MANA WYNWOOD SAP GHOST STREET MARKET (BeHng) VARIOUS MARKETS (, -ong Kong) ZYSCOVICH ARCHITECTS DRAFT DATED 11/16/2015 MIAMI 21 CONCEPT BOOK MANA WYNWOOD SAP JULLIARD SCHOOL (New York City) PARSONS (New Yetk City) Education ZYSCOV I C H , A,cH,TEcTs DRAFT DATED 11/16/2015 MIAMI 21 CONCEPT BOOK MANA WYNWOOD SAP MANA WYNWOOD SAP CHARACTERISTICS N EN,i 27 ri ZYSCOVICH A RCHIT ECC ,os s, A3 DRAFT DATED 11/16/2015 MIAMI 21 ROOF GARDENS PEELING LANDSCAPE High Line , NYC Lincoln Center, NYC ROOF TOP GARDENS ZYSCOVICH ARCHITECT _< CONCEPT BOOK MANA WYNWOOD SAP High Line . NYC DRAFT DATED 11/1612015 MIAMI 21 CONCEPT BOOK MANA WYNWOOD SAP gPACF BUILDING ENTRANCES irfor k. 04 / • .7 :7• .00 e`• if e A PEELiNG LANDSCAPE OUTDOOR SEATING /DINING PPA° ,404"/0#11011;164.Vt Jeitlilittia III 41 "Mt "Sh *LOOM" 1". 41-6 la 00111111Paii, wmo ZYSCOVICH ARC.-IIrEC S DRAFT DATED 11/16/2015 MIAMI 21 SUSTAINABLE LANDSCAPE Cultural Institute in Tamaulipas. Mexico WATER Naftonal Museum of Anthropology, Mexico City CONCEPT BOOK MANA WYNWOOD SAP OPEN AIR EVENTS Superkilen Uran Park,Copenhagen ARTISTIC LANDSCAPE Superkilen Uran Park, Copenhagen Zrd YSCOVICH:�zT. �� loin v. s C H I— E C T c i sns s-•s! DRAFT DATED 11/16/2015 MIAMI 21 MURALS BUILDINGS STREET ART CONCEPT BOOK MANA WYNWOOD SAP STREETSCAPE :or ZYSCOVICH RC-II.ECTS DRAFT DATED 11/16/2015 MIAMI 21 ZYSC OV C H A RCH11- EC TS CONCEPT BOOK MANA WYNWOOD SAP DRAFT DATED 11/16/2015 MIAMI 21 VERTICAL GARDENS - BIOWALLS BAY fr ECG GRAFFITI GREEN SCREENS %Nom •:•t:# • :# iimisr- 41* "4N.57r- _,. 4.41 '44 CONCEPT BOOK MANA WYNWOOD SAP ZYSCOVICH AgEHITECTS VERTICAL GARDEN MURALS DRAFT DATED 11/16/2015 MIAMI 21 BUILDING SCREENS BUILDING OPENINGS CONCEPT BOOK MANA WYNWOOD SAP BRISE-SOLEI 7 77111iivii_51:1711.1.11/111/717/111" 71110132111511git 1rnrinii 111111‘11111111111EUR' 111111111501EITIT 701117211WIZTIT VITITIMMINVITIT '42111TATARTMETEI nyzzirririarogitr.t7 '137.V.LTITc.nr2/741ril:FVVVir 7.rry•z:ALT4cTir,-;t:rverrf'5A---im--?; • DRAFT DATED 11/16/2015 MIAMI 21 ZYSCOVICH CIIITECTL CONCEPT BOOK MANA WYNWOOD SAP DRAFT DATED 11/16/2015 MIAMI 21 • acades CONCEPT BOOK MANA WYNWOOD SAP ZYSCOVICH -L ARCHITECTS DRAFT DATED 11/16/2015 MIAMI 21 CONCEPT BOOK MANA WYNWOOD SAP Tower Articulation A3-10 lop 91,1 ZYSCOV ICH FL ,3131 ARCHITEc DRAFT DATED 11/16/2015 MIAMI 21 Gamae/i._c)(7.'Jing CONCEPT BOOK MANA WYNWOOD SAP ZYSCOVICH • :„ ARCHITECTS !,e5 DRAFT DATED 11/16/2015 MIAMI 21 SIGMA WALL/MURAL SIGN MEDIA SIGN fviEDIA SIGN or coo CONCEPT BOOK MANA WYNWOOD SAP WALL/ MURAL SIGN ZYSCOVICH A R C H! T E C T c DRAFT DATED 11/16/2015 MIAMI 21 CONCEPT BOOK MANA WYNWOOD SAP MANA WYNWOOD SAP APPENDIX I 100 P,B,,ca,r 81,d ,I- Ft Z YS C OV I C H ' AR CHiTECTS I. ,. \ i' I rill .Pri i II I ./,11* #iiii*: Pik Special Area Plan ZYSCOVICH B,:cope 81,1. "rl-P '?:.132 1304 R C. —I 1 T ECTS No copies. hansmrssmns rspmduclbn5 6rtlttforri: my+srcrrrs pr or]y porlrar��' or rheso tlrawrnps r� wfro,o or in pert be metle without !he expressArWenp Msy hl7,5 , Arch.lect2 AN dsrprrs rr,rtreoled or, these drewmps ere property of Zyscav h F h Wrc A!1 woyfighr5 reserv.f ?! 2713 ZYSCOVICH ARCHITECTS Tao N 51scaynr Blvd 77t41FI Miamr FL 33132.2304 t 305. 372, 5222 305.577 1521 n rnFrtn;,v5cnv ch com w www zyscnvich corn Nocop+cs fransr aeons repro ducfians.. or of,chnnio revisranse! any poi -bans of Ahem, drawmx rn whole or in pen' be made without the express wdllon permisson of Zyscovrch Arch ells. AU demon., rndrc-Ned rn Meese drewmys er prapnrly of 2y5cen » Arcirect Aft copyniphrs reserved 2-013 ZYSCOVICH ARCHITECTS Inn N Ri.raynn 6I4d 27th El M'i,rnr FL 5.5152 7304 2 5222 f 'OS_4!l 4ti21 , mfnrxzvscerv,ch. corn www zyscovich corn Via. Prdject Name Applicant Nate-.._ Applicant Email A s 0;C, J` aso .,/ivf ' � Pro ) Street Address �z�s��t Zone ransect Zone ING REFERRAL: ❑ Pre -Application Meting ❑ Assisted Living Facility ❑ Principal Frontage Cl Other: Date I -:3 cio2. ,d-6y • l Folio Number qcY Applicant Phone Number TO BE COMPLETED BY THE OFFICE OF ZOMING1 Type of Per it Requested - Coda Section 574F (-a" Summary of Request -tea/S referral issued by: Date CITY OF MIAMI OFFICE OF Z O N I ti G Ph: 305-416-1499 444 SAY/ 3 d Ave 4,h Floor Miami, FL 33130 W'Nw.rnlami ov.ccrjZoning L AREA PLAN APPLICATION DISCLOSURE OF OWNERSHIP 23 List the to+ ner(s) of the subject property and percentage of ownership. Note: The Miami City Code7req-iiires disclosure of all parties having a financial interest, either direct or indirect, with respect to a presentation, request or petition. Accordingly, disclosure of shareholders of corporations, beneficiaries of trusts, andfor any other interested parties, together with their address(es) and proportionate interest are required. Please supply additional lists, if necessary. Owner's Warne(es) Maxtor} Holdings, LLC Percentage of Ownership See attached ownership breakdown Subject Property Address(es) 205 and 251 NW 22 Lane, 270 NW 23 Street and 2268 NW 2 Ave 24. List all street address(es) and legal description(s) of any property located within 500 feet of the subject property owned by any and all parties listed in question #1 above. Please supply additional lists, if neoessary. Street Address(es): 41:1p fhk'4 Owner(s) or Attorney Name Legal Description(s): Owner/ ttorney Signature STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing $ a nowled ed before me this 1 F day 20 , by � I S�r� of :5-tid°11 who is a(n) individualfpartner7agenticorporatlon of individual/partnership/corporation. He/She is pe as identification and who did (Stamp) MIA r84 MIS V_ ESG/4#t tA t Notary Pubic 4 Stitt at Fiotida g My COMM, Expiew tict 10, 2018 Commission" Ef 841 9 - Bonded Nou Qh Miami *toy Assn. y know :re a /d fr ure a(n) as produced 65, i �a6f Ole JIVI ;C Cy��uy,Ej�,��r p56Y.� env OFMJAMI DISCLOSURE OF CONSIDERATION PROVIDED OR COMMITTED FOR AGREEMENT TO SUPPORT OR WITHHOLD OBJECTION The City of Miami requires any person or entity requesting approval relief or other action from the City Commission or any of its boards, authorities, agencies, councils or committees, to disclose at the commencement (or continuance) of the hearing(s) on the issue, any consideration provided or committed, directly or on its behalf, to any entity or person for an agreement to support or withhold objection to the requested approval, relief or action. "Consideration" includes any gift, payment, contribution, donation, fee, commission, promise or grant of any money, property, service, credit or financial assistance of any kind or value, whether direct or implied, or any promise or agreement to provide any of the foregoing in the future. Individuals retained or employed by a principal as a lobbyist as defined in Sec. 2-653, and appearing before the City Commission or any of its boards, authorities, agencies, councils or committees solely in the capacity of a lobbyist and not as the applicant, or owners` legal representative are not required to fill out this form. NAME: HOME ADDRESS: CITY: (First Name) (Biddle) (Last Name) (Address Line 1) (Address Line 2) STATE: Florida ZIP: HOME PHONE: CELL PHONE: EMAIL: l3USSINESS or APPLICANT or ENTITY NAME FAX: Mapton Holdings, LLC BUSINESS ADDRESS: 215 Coles Street (Address Line 1) Jersey City, NJ 07310 (Address Line 2) Ie Please describe the issue for which you are seeing approval, relief or other action from the City Commission, board, authority, agency, council, or committee. Approval for Mana in?yarwood District Special Area plan. 2e Has any consideration been provided or committed, directly or on your behalf, to any entity or person for an agreement to support or withhold objection to the requested approval, relief or action? YES ® NO if your answer to Question 2 is No, do not answer questions 3, 4 & 5 proceed to read and execute the Acknowledgment. If your answer to Question 2 is Yes, please answer questions 3, 4 & 5 and read and execute the Acknowledgement. 3. Please provide the name, address and prone number of the person(s) or entities to whom consideration has been provided or committed. a. n/a c. Name Address Phone# * Additional names can be placed on a separate page attached to this form. 4. Please describe the nature of the consideration. n. f a S. Describe what is being requested in exchange for the consideration. nia ACKNOWLEDGEMENT OF COMPLIANCE F hereby acknowledge that it is unlawful to employ any device, scheme or artifice to circumvent the disclosure requirements of Ordinance 12418 and such circumvention shall be deemed a violation of the Ordinance; and that in addition to the criminal or civil penalties that may be imposed under the City Code, upon determination by the City Commission that the foregoing disclosure requirement was not fully and timely satisfied the following may occur: I. the application or order, as applicable, shall be deemed void without further force or effect; and 2. no application from any person or entity for the same issue shall be reviewed or considered by the applicable board(s) until expiration of a period of one year after the nullification of the application or order. PERSON SUBMITTING DISCLOSURE: nature /'4 /5 L Print Name Sworn to and subscribed before use this day of 1 200 . The foregoing instrument was acknowledged before me by , who has produced as identification and/or is personally known to me and who did/did not take an oath. STATE OF FLORIDA CITY OF MIAMI MY COMMISSION EXPIRES: Enclosure(s) Doc. No.:86543 Notary Pmat Name Page 2 ORGANIZATIONAL CHART MA_PTON HOLDINGS, LLC Moishe Mama 99% Moishe Maim. 100 %® Mapton Realty Corp. a Delaware corporation Managing Member 1 °f Mapton Holdings, LLC a Delaware limited liability company FET #: 46-0851245 arc.aF 4 I8964122834 . Talc Deed Pile dumber. 92-928 Property Identification. No. 01-3125-044-0010 00R071.335 2000 FEB 15 1.0.54 TAX DEED STATE OF FLORIDA C0.TNTY OF MIAMI -DADE Tax Sale Certificate Member 08-2072 fasued on June 61, 1989 , and the application for the the 1asuance of a tax deed was filed in the office of the Miami -Dade 'County Tax Collector. The applicant having paid or redeemed all other taxes or tax sales certificates on the property described below, and due notice of sale having been published, and no. person entitled to dc. so having appeared to redeem said land, such land was sold for cash here having rio bidders at the sale and Clerk having caviled with Sl:e. 197.502(7) FS and Sec. 197.502(8) FS; the Undersigned Clem keys the fol lrwi ng land to whose address ie: BOARD OF COUNTY COMMISSIONERS OF MIAMI-DADE COUNTY 111 NW 1 STREET MIAMI, FLA 33128 MideaXKUKAMOKAKXXiddateXXAK the public sale held on January 07, 1993, 4a1m4x?N1(ixQ(arXDfa4*OlitIllwXiiliul XiiloiRlti4i as required by the laws of this state. NOW, on February 07, 2000 of Florida, in consideration of the sum of ( $0.00 --- the County of Miami -Dade, State does hereby conveyhe following lands and described as follows: situated in Miami -Dade dollars County, Florida, TAT 1 W6227FT OF E 87.17FT OF N65FTT OF Sgl/4 OF SW1/4 LESS E 5F'T BLK 1 WEAVERS 1ST ADD U/R PLAT, SECTION 25, TOWNSHIP 53 SOUTH, RANGE 41 EAST CONTAINING, .11 AC Witnessed by: BY: EIARVEY RIiVIN Clerk of Circuit Court -Drlde Count , Florida DEPUTY CLE 5�1"�7 S Lit • 14 ,t ��i1r' , BEFORE ME, the undersigned notary public, personally appeared `�'"'br4r,,e- Shirley 3habaxx, Deputy Clerk of the Circuit Court in and for Miami -Dade County, Florida, who is personally known to me and who acknowledged the execution of this instrument to be his own free act and deed for the use and purposes therein mentioned. SWORN TO AND SUBSCRIBED BEFORE M8 Nate , Ste Pa - February 07, r ubl i.c THIS DEED IS SUBJECT TO GOVERNMENTAL TAXES AND LIENS, AND TO ANY RIGHT, INTEREST, PUBLIC EASEMENTS, RESTRICTIONS, AND COVENANTS THAT MAY SURVIVE THE ISSUANCE OF THIS TAX DEED IN ACCORDANCE WITII APPLICABLE LAW edrpt07 3/96 of Florida, At Large This inatrument prepared by Delnia Ortega Deputy Clerk of Circuit Court Miami -Dade County, Florida fEconace,ry 0`ee6 vec see eicu w CAD H!Rjf,EA eV RUVI%% 0(f+* Cotacu:r moo 2 Ti.Deed File Number 94-1090 2 PG t 6 eF� �t.11. Property Identification No. 01-3125-044-0020 €=& 2R3`.=,•� y td i:.r i' TAX DEED STATE OF FLORIDA COUNTY OF MIAPa-DADS Tax Sale Certificate Number 90-2391 issued on June 01, 1991, and the application for the issuance of a tax deed was filed in the office of the Miami -Dade County Tax Collector. The applicant having paid or redeemed all ether taxes or tax sale certificates on the property described below, and due notice of sale having been published, and no person entitled to do so having appeared to t�rredeem said tlhaend, such land havinn�g mil for witg c. 5 50 rtr5 o no l�519/.5048 lFSar Clerk lirdrsigled clerk tarmys the follcwing land to whose address ifs BOARD OF C0UNTY COMMISSIONERS OF MIAMI-DADE COUNTY 111 NW 1 STREET MIAMI, FLA 33128 )401111:001XeNktitatteetCXXIC.MIKUX,Itt the public sale held on February 22, 1995 , ry mdme tta4gMZIXELCK4 iCtdGNx lQt 000100, as required by the laws of this state. NOW, on February 22, 2002 the County of Miami -Dade, State of Florida, in consideration of the sum of ( $0.001 - --�_- ���_-- dollars does herabycomuthe following lands, including any hereditamenta, buildings, fixtures and improvements of any kind and description, situated in Miami -Dade County, Florida, and described as follows: LOTS 2 THRU 0 A(K/A W435.B9FT OF E523.16FT OF NSSFT OF SE./4 OF SW1/4 ZBLE 1 WEAVERS 1ST ADD U/R PLAT SECTION 25 TOWNSHIP 53 SOUTH RANGE 41 EAST CONTAINING .95 AC Witnessed by: NARVEY RUVIN d� Clerk of Circuit Court P10 Ida .4 M = i-Dade Count Florida D$LMA ORTEGA ( i • # / ' DAVIS �' BEFORE KB, the undersigned notary public, personally appeared - !*:{ Shirley 9ha.ba.2z, Deputy Clerk of the Circuit Court in and for Miami -Dade County, Florida, who is personally known to me and who acknowledged the execration of thia instrument to be his own free act and deed for the use and purposes therein mentioned. SWORN TO AND SUBSCRIBED BEFORE mF ON February 22, 2 SPASMS SUMS •• MVOL{IMISSl0g*Ccsinis EXAMS:Math 16.2003 %.aa; (SEALi . Note State of Florida, At Large THIS DEED IS St3pSECT TO GOVERNMENTAL TAXES AND LIENS, AND TO ANY RIGHT, INTEREST, PUBLIC EASEMENTS, RESTRICTIONS, AND COVEN71A7T•S THAT MAY SURVIVE THE ISSUANCE OF THES TAIL DEED IN ACCORDANCE WITH APPLICABLE LAW This instrument prepared by Celina Ortega Deputy Clerk of Circuit Court Miami -Dade county, Florida . s txxe roper, kuto ile60R0 VERt%+g° HARVEY RUV1N CEEItw CIRCU COURT 2O267P it#33 Tax Deed File Humber 94-1020 Property tdentificatioo lio, 01-ills-o34-oaau r.ta,#; 1 �: : r,r TAX DEED STATE OF FLORIDA COUNTY OF MIAMI-AADE Tax Sale Certificate Number 90-2357 issued on June 01, 1991. , and the application for the the issuance of a tax deed was filed in, the office of the Miami -Dade County Tax Collector. The applicant having paid or redeemed all other taxes or tax sales certificates on tha property described below, and due notice of Sale having been published, and no person entitled Co do so having appeared to redeem said land, such land was sold for cash there having no biters at the sale and Clerk hawi€g colpliod with Sec. 197.502(7} FS and Sec. 197.502(8) FS; the Lkdarsigneci clerk conveys the fallowing lam tD whose address is: BOARD OF COUNTY COMMISSIONERS OF MIAMI-OADE COUNTY 111 NW 1 STREET MXAMI, F'E,A 33128 betAgX140404.1 93**XXX,04fte XSZ the public sale held on February 08, 1995, AWAX&RXkf8XXX0 XIXa W XXIM g41 31 8x1W4IXas required by the laws of this state. NON on February 11, 2002 the County of Miami -Dade, State of Florida, in consideration of the sum of ( $0. 00) - w _ a _ -a dollars doses herebacoMey the following lands, including any hereditaments, buildings, fixtures and .improvements of any kind and description, situated Miami -Dade County, Florida, and described as follows: LOTS 86-87.88 LESS N 5 FT FOR. ST CORR SWAP SPA[ULDING SUB PS 3-161 Witnessed by: Cc. DEUIIA, ORTEGA dte-Ce.../fa,‘?"4: HARM! I?AVYS HARVEY RVVIN Clerk of Circuit Court G -.; .. •; , ; Mi ni-Da a Coun q, Florida r•. : � '• DEPUTY CLE .e , BEFORE ME, the undersigned notary public, personally appeared shirle:y Shabazx, Deputy clerk of the Circuit Court in and for Miami -Dade County, Florida, who is personally known to me and who acknowledged the execution of this instrument to be his own free act and deed for the use and purposes therein mentioned. SWORN TO AND SUBSCRIBED BEFORE ME ON ,Febbruary 11, 200 M COALMISStoN Pt CC8 178t! EXPIAES:Marth 16,2003 Till$ DEED Is ENTAL TAXES AND LIENS, AND VD ANY RIGHT, INTEREST, PUBLIC EASEMENTS, RESTRICTX0N5, AND COVENANTS THAT MAY SURVIVE THE ISSUANCE OF THIS 'PAX DEED IN ACCORDANCE FtITH A,BWI,ICABLE LAW tdrpt07 1of01 Notaryic, SL to of Florida, At Large This instrument prepared by Nu Ortega Deputy Clerk of Circuit Court Miami -Dade County, Florida ASCOVEDIARJFP0,4E/SCCirost pFfiACECOuntre, Feo1o. RE*0013 Kogien HARVEY iiUVIN CLER CJRCUFTCOr1RT 19755PG.11.4.7 Tax Deed File Number93-472 o71 jR34.7860 2001 JUL 03 1+0%45 Property Identification No. 01-3125-034-0890 TAXDEED STATE 05 FLORIDA COUNTY OP MIAMI-DADE Tax Sale Certificate Number 89-2093 issued on June 01, 1990 , and the application far tha the issuance of a tax deed was filed in the office of the Miami -Dade County Tax Collector. The applicant having paid or redeemed a1l other taxes or tax sales certificates on the property described below, and due notice of sale having been published, and no person entitled to do so having appeared to redeem said land, such land was Sold for cash there having no bidders at the sale and Clerk having complied with Sec. 197.502(7) FS and Sec. 197.502(8) FS; the Undersigned C1^rk conveys the following land to whose address is% BOARD OF COUNTY COMMISSIONERS OF MIAMI DADS COUNTY III M.W. 1ST STREET MIAMZ, 1=L 33128 feevleattilaraffltianOONERGOOCKK the public sale held on May 04, 1994, UnilinalCIEROCODONEKRODWIONXIONIX as required by the laws of this state. NOW, on June 25, 2001 the County of Miami -Dade, State of Florida, in consideration of the sum of ( $0.00) •----_--- •----- ---__-_----..... -_-----__------m........ does hereby toraisythe following lands, including any hereditaments, buildings, fixtures and improvements of any kind and description, situated Miami -Dade County, (Florida, and described as follows: S1/2 LOTS 94 & 95 CORR MAP SPAUL+DIPG SUB P8 3-161 Witnessed by: DEL MA ORT GA SARAH DAVIS BY: HARVEY RUVIN Clerk of Circuit Court Mugi-Dade County, Florida PUTY CL. BEFORE Mg, the undersigned notary public, personally appeared Shirley Shabatz, Deputy Clerk of the Circuit Court in and for Miami -Dade County, Florida, who is personally known to me and who acknowledged the execution of this instrument to be his own free act and deed for the use and purposes therein mentioned. SWORN TO AND SUBSCRIBED BEFORE ME ON n 25, 2001 Notary P 1 c, State f Florida, At barge This instrument prepared by Sarah Davis Deputy Clerk of Circuit Court Miami -Dade County, Florida JECO E'Drra <,c+s,,•accV reaXty CIF OADEczuvrv, Ft encia. REC000 wilmriED HARVEY RUVIN Ctollc c1RCC Ua € COURT :a::w:,'a'?Si' SPECIAL AREA PLAN APPLICATION DISCLOSURE OF OWNERSHIP 21. List the owner(s) of the subject property and percentage of ownership. Note: The Miami City Code requires disclosure of all parties having a financial interest, either direct or indirect, with respect to a presentation, request or petition. Accordingly, disclosure of shareholders of corporations, beneficiaries of trusts, and/or any other interested parties, together with their address(es) and proportionate interest are required. Please supply additional lists, if necessary. Owner's Name(es) 2294 NW 2nd Avenue Realty, LLC Percentage of Ownership See attached ownership breakdown Subject Property Address(es) 2294 NW 2 Avenue 22. List all street address(es) and legal description(s) of any property located within 500 feet of the subject property owned by any and all parties listed in question *1 above. Please supply additional lists, if necessary. Street Address(es): Legal Description(s): Owner(s) or Attorney Name Owner(s) or A - Signature STATE OF FLORIDA -- COUNTY OF MIAMI-DADE Theforegoing was acknowledged before me his !4 20 t ( , by , At(310 who is a(n) individua//partner/agenticorporatio a(n) individual/partnership/corporation. He/She ally known t f,e o.who as identification and who did 1did no) ake an (Stamp) MIA 184571351v3 •s�4,rt.ri��\. CITY OFMIAML DISCLOSURE •F CONSIBERA.TION PROVIDED OR COMMITTED FOR AGREEMENT TO SUPPORT OR WITHHOLD OBJECTION The City of Miami requires any person or entity requesting approval relief or other action from the City Commission or any of its boards, authorities, agencies, councils or committees, to disclose at the commencement (or continuance) of the hearing(s) on the issue, any consideration provided or committed, directly or on its behalf, to any entity or person for an agreement to support or withhold objection to the requested approval, relief or action. "Consideration" includes any gift, payment, contribution, donation, fee, commission, promise or grant of any money, property, service, credit or financial assistance of any kind or value, whether direct or implied, or any promise or agreement to provide any of the foregoing in the future. Individuals retained or employed by a principal as a lobbyist as defined in Sec. 2-653, and appearing before the City Commission or any of its boards, authorities, agencies, councils or committees solely in the capacity of a lobbyist and not as the applicant, or owners' legal representative are not required to fill out this form. NAME: HOME ADDRESS: CITY: (First Name) (Middle) (Last Name) (Address Line 1) (Address Line 2) STATE: Florida ZIP: HOME PHONE: CELL PHONE: FAX: EMAIL: BUSSINESS or APPLICANT or ENTITY NAME 2294 NW 2 Avenue Realty LLC BUSINESS ADDRESS: 2711 Centerville Road, Suite 400 (Address Line 1) Wilmington, Delaware 19808 (Address Line 2) t. Please describe the issue for which you are seeking approval, relief or other action from the City Commission, board, authority, agency, council, or committee, Approval for Mana Wynwood District Special Area Plan. 2. Has any consideration been provided or committed, directly or on your behalf, to any entity or person for an agreement to support or withhold objection to the requested approval, relief or action? ❑ YES ®NO If your answer to Question 2 is No, do not answer questions 3, 4 & 5 proceed to read and execute the Acknowledgment. If your answer to Question 2 is Yes, please answer questions 3, 4 & 5 and read and execute the Acknowledgement. Doc. No.:86543 3. Please provide the name, address and phone number of the person(s) or entities to whom consideration has been provided or committed, Name Address Phone# a. n/a b. c. * Additional names can be placed on a separate page attached to this form. 4. Please describe the nature of the consideration, n/a 5. Describe what is being requested in exchange for the consideration. n/a ACKNOWLEDGEMENT OF COMPLIANCE I hereby acknowledge that it is unlawful to employ any device, scheme or artifice to circumvent the disclosure requirements of Ordinance 12918 and such circumvention shall be deemed a violation of the Ordinance; and that in addition to the criminal or civil penalties that may be imposed under the City Code, upon determination by the City Commission that the foregoing disclosure requirement was not fully and timely satisfied the following may occur: 1. the application or order, as applicable, shall be deemed void without further force or effect; and 2, no application from any person or entity for the same issue shall be reviewed or considered by the applicable board(s) until expiration of a period of one year after the nullification of the application or order. PERSON SUBhfi 1'l ING DISCLOSURE: Signature tu 4/163 Print Na / Sworn to and subscribed bef re me this ` r day of tIVt.H , 20Ql . The foregoing instrument was acknowledged before e me by /3t he , who has produced as identification and/or s personal „known to me Ind who did/did not take an oath. fSTATE OFFLORIDA r//// CITY OF lvIIAMI MY CONLVISSION _ Kota ; .: ' .." _ -E4it INN EXPIRES: '372d""` _. 1✓ �1'EE132544 v '°� 9015 ' ' F.°1PE.s"Pe� uiderndtets Enclosure(s) ' ei . rndedTIN tOtsfi Doc. No..86543 Page 2 ORGANIZATIONAL CHART 2294 NW 2ND AVENUE REALTY, LLC Moishe Mana 100 % 2294 NW 2" Avenue Realty, LLC a Delaware limited liability company FEI4: 47-4419 2 QUIT CLAIM DEED 11111111111111111111111111111111111111111111 written. Return to: Mark Evans Kass, Esquire 1497 NW 7' Street Miami, FL 33125 This Instrument Prepared by: Mark Evans Kass, Esquire 1497 NW 7Th Street Miami, FL 33125 Property Appraisers Parcel Identification (Folio) Numbers(s): 0I-3125-034-0880 CFN i4-R1.ro~320 .48 OR Bk 27409 Ps 1833i (1ps) RECORDED 12/01/2014 15:21:07 DEED OOC TAX 3s277..20 SURTAX 2r457.75 HARVEY RUVI115 CLERK OF COURT 11IAi11-DADE C0l1HTYr FLORIDA LAST PAGE HIS QUITCLAIM DEED, Made this day of November, A.D. 2014, 13Y WINWOOD PARTNERS LLC, a New York limited Iiability company having its principal place of business at 154 Franklin Place, Hewlett, New York 11598 , party of the first part, to WINDWOOD PARTNERS 1, LLC, a Florida limited liability company; and WINWOOD PARTNERS 2, LLC, a Florida limited liability company; and WINWOOD PARTNERS 3, LLC, a Florida limited liability company all as tenants in common with each having an undivided 33-1/3 %interest, whose post office address is 71-32 Austin Street, Forest Hills New York 11375 parties of the second part. WITNESSETH, That the said party of the first part, for and in consideration of the sum of Ten and 00/100 ($10.00)—----- --- Dollars, in hand paid by the said parties of the second part, the receipt whereof is hereby acknowledged, does hereby remise, release and quit -claim unto the said second parties forever, all the right, title, interest, claim and demand which the said first party has in and to the following described lot, piece or parcel of land, situate, lying and being in the County of Miami -Dade, State of Florida, to -wit: The North 1/2 of Lots 94 and 95, of SPAULDING' S SUBDIVISION OF THE SOUTH WOODLAWN TRACT, according to the Plat thereof, as recorded in Plat Book 3, at Page 161, of the Public Records of Dade County, Florida Property address: 2294 NW 2nd Avenue, Miami, Florida TO HAVE and to HOLD the same together with all and singular she appurtenances there unto belonging or in any wise appertaining, and all the estate, right, title, interest, lien, equity and claim whatsoever ofthe said first party, either in law or equity, to the only proper use, benefit and behoofof the said second parties forever. 114 WITNESS WHEREOF, The said party oldie first part has hereunto set its hand and seal the day and year first above Signed, sealed and delivered in the presence of: Printed N• Witness Si Printed Name STATE OF FLORIDA ) COUNTY OF MIAM1-DADE ) BY: WINWOOD PARTNERS LLC, a New York limited liability company Barry ftothenburg, as Managing Member I hereby Certify that ou this day, before rile, an officer duly authorized to administer oaths and take acknowledgments, personally appeared Barry Rothenburg, as the Managing Member of WINWOOD PARTNERS LLC, the company in whose name the foregoing instrument was executed , and that he severally acknowledged executing the same for such company, freely and voluntarily, under authority duly vested in him by said company,an tlratd relied upon the following form of identification of the above -named person: �`)(- l)-t ,p,o Lit cefi / and that an oath (was) (was not) taken. WITNESS my hand and official seal in the County and State last aforesaid this; `t!' day of Nov- •..er , A.D. 2014. II RK E. KASS :;; Commission # EE 043699 rA : a Expires March 19, 2015 Fuiicd'RryTray Faim aMe-01.3e5-:0tB SIGNA Book29409/Page1833 CFN#20140820848 Page 1 of 1 SPECIAL AREA PLAN APPLICATION DISCLOSURE OF OWNERSHIP 21. List the owner(s) of the subject property and percentage of ownership. Note: The Miami City Code requires disclosure of all parties having a financial interest, either direct or indirect, with respect to a presentation, request or petition. Accordingly, disclosure of shareholders of corporations, beneficiaries of trusts, and/or any other interested parties, together with their address(es) and proportionate interest are required. Please supply additional lists, if necessary. Owner's Name(es) Wynwood Holdings, LLC Percentage of Ownership See attach ed. ownership breakdown Subject Property Address(es) 563, 549, 557, 545, 527, 521 and 537 NW 22 Street, 590, 580, 564, 550, 524 and 540 NW 23 Street, Folio No. 01-3125-074-0040 22. List all street address(es) and legal description(s) of any property located within 500 feet of the subject property owned by any and all parties listed in question #1 above. Please supply additional lists, if necessary. Street Address(es): Legal Description(s): file W ,4 4AJ4 Owner(s) or Attorney Name STATE OF FLORIDA -- COUNTY OF MIAMI-DADE Owner(s) ey Signature The_toregoing was acknow edge before me this 1 day of iV� 20 I , by fttLUSu 614 who is a(n) individual/partner/agent/corporation individual/partnership/corporation. He/She is. as identification and who c' (did not -r irtz known t e an (Stamp) Signatur e�9 a(n) who has produced �._ A9Y L`QM5S14N # LE 132544 r=XPtRES. ember 21, 2015 Bonded Ihru Notary Public Underwriters MIA 184571351v1 CITY OFMIAMI (DISCLOSURE OF CONSIDERATION PROVIDED OR COMMITTED FOR AGREEMENT TO SUPPORT OR WITHHOLD OBJECTION The City of Miami requires any person or entity requesting approval relief or other action from the City Commission or any of its boards, authorities, agencies, councils or committees, to disclose at the commencement (or continuance) of the hearing(s) on the issue, any consideration provided or committed, directly or on its behalf, to any entity or person for an agreement to support or withhold objection to the requested approval, relief or action. "Consideration" includes any gift, payment, contribution, donation, fee, commission, promise or grant of any money, property, service, credit or financial assistance of any kind or value, whether direct or implied, or any promise or agreement to provide any of the foregoing in the future. Individuals retained or employed by a principal as a lobbyist as defined in Sec. 2-653, and appearing before the City Commission or any of its boards, authorities, agencies, councils or committees solely in the capacity of a lobbyist and not as the applicant, or owners' legal representative are not required to fill out this form. NAME: HOME ADDRESS: (First Name) (Middle) (Last Name) (Address Line 1) (Address Line 2) CITY: STATE: Florida ZIP: HOIvEE PHONE: CELL PHONE: FAX: EMAIL: BUSSINESS or APPLICANT or ENTITY NAME Wynwood Holdings, LLC BUStNLSS ADDRESS: 450 West 15 Street (Address Line 1) New York, NY 10011 (Address Line 2) 1. Please describe the issue for which you are seeking approval, relief or other action from the City Commission, board, authority, agency, council, or committee. Approval for Mana Wynwood District Special Area Plan. 2. Has any consideration been provided or committed, directly or on your behalf, to any entity or person for an agreement to support or withhold objection to the requested approval, relief or action? U YES n NO If your answer to Question 2 is No, do not answer questions 3, 4 & 5 proceed to read and execute the Acknowledgment. If your answer to Question 2 is Yes, please answer questions 3, 4 & 5 and read and execute the Acknowledgement. Doc. No.:86593 3. Please provide the name, address and phone number of the person(s) or entities to whom consideration has been provided or committed. Name Address Phone# a, n/a b. c. * Additional names can be placed on a separate page attached to this for i. 4. Please describe the nature of the consideration. n/a 5. Describe what is being requested in exchange for the consideration. n/a ACKNOWLEDGEMENT OF COMPLIANCE I hereby acknowledge that it is unlawful to employ any device, scheme or artifice to circumvent the disclosure requirements of Ordinance 12918 and such circumvention shall be deemed a violation of the Ordinance; and that in addition to the criminal or civil penalties that may be imposed under the City Code, upon determination by the City Commission that the foregoing disclosure requirement was not fully and timely satisfied the following may occur: I. the application or order, as applicable, shall be deemed void without further force or effect; and 2. no application from any person or entity for the same issue shall be reviewed or considered by the applicable board(s) until expiration of a period of one year after the nullification of the application or order. 7 PERSON SUBMI I"I ING DISCLOSURE: nature ,AAA -A`/1 Sworn to and subscribed before me this i y clay instrument was acknowledged before me by as identification and'ot STA I OF FLORIDA CITY OF MIAlvil MY COMMISSION EXPIRES: Enclosure(s) Print Name , 201 . The foregoing has produced rid who d . ;`clad n.t take an oath. ersonally known to C. SHERW.N MY COMMISSION t EE 132544 ;aY EJ:PIRES: September 21, 2015 Doc. No.:86543 Page 2 ORGANIZATIONAL CHART WYNWOOD HOLDINGS, LLC Moishe Mana 99% Moishe Mana 100 % a1 WYNWOOD ENTERPRISES, Inc. a Florida corporation Managing Member FEI #: 46-2577765 Wynwo d [Holdings, LLC a Delaware limited liability company FEI 27-3027792 1111111 III1l 11111 llfl11111111l[I 111111111 llfl Rohn/ I . Feldman., nog. 1111 Kane Concourse, Ste.#209 Bay Hasbar Islands, F1 33154 Parcel ID Number; Grantee tit Tfl4: Grantee ®2 TIN. Warranty Deed Toes :l,n1enttare5 Made thus day of N. Tony Bennett and Roni A. SLennott, Ilia wive C L-1 201OR0564939 OR 8.k 27373 P45 000 - ,18011 C2a3s) RECORDED 08f20/201€0 $7:22i52 HARVEY RUVEN, CLERK OF COURT 11ANI-DADE COUNTY, FLORIDA 2010 A.D., Between of the County of Miami -fade State of Florida S. !2ntarap and Wynwood Holdings, LLC a Florida Limited Liability Company whose address is: C/O Fran Nulniole Parker, Esq. 450 West 15th Street, New york, N.Y. 10011 of the County oI State of r grantee. Witnessed-1 Ihat the GRANTORS, far and in consideration of the sure of TEN DOLLARS ($10) DOLLARS, and other good and vatrrabic consideration to GRANTORS in hand paid by GRANTEE, tbo receipt whereof is botchy acknowledged, have granted, bargained and sold to the said GRANTEE and GRANTEES Firs, successors and assigns fames, the following described lead, situate, tying and being in the County of Miami -Dade Snnn of Florida tawit: See Schedule "A" Attached Said land is free of all encumbrances except for taxes for the year 2010 and subsequent years and all applicable zoning ordinances and governmental regulations. and the grantors do hereby fupy lvarram dtc hale to said land. and will defend the same against lawful elai:as of all persons whomsoever. is Witness WIfereof, the grantors have hereunto set their hands and seats the day td year first above written. Signed, sealed and deaivered in our presence: � 7,7 L_ .... (Seal) Printed Name • Lcl s 1..4)..10 L `E LI N. To, y Bennett f Witness -- + , a P.0 Alaress P.O.Oui 53 t2, Nit ' i, FL 331 ' .. :1 i2 . ,sea„ Printed Name: Witness Roni A. Bennett P.0. AddressP.O.11or 53012, Miami, P1, JI 153 STATE OF Florida COUNTV OF Miami -Dade the foregoing instrument was acknowledged before no t€ns day of N. Tony Sennett and Rani A. Bennett, his wife v,ho are personnlfy hnmvn m etc ur `rho Iu LOIS E LINDLEY �atY GJi11MISSION o 17D83I034 'gari 11XPItiES Dee,: doer 15, 2012 I+ul1398•us'�. .,i iu�..::a�r3^.,-..<-<nM 10-121-3. 2010 by ida driver's license an Idtamftocana,. Cu Printed Name: LC'. i. N ; Iry .3 c t Notary Public My Commission ixpires L.iur G[ncr MLA L.A note, tirnem0 f,q. ?act. t SO) lQ 5555 Fnnr. FLi1D.I Book27393/Page4800 CFN#20100564939 Page 1 of 2 -4 E.X (BTT. sTA n Parcel 13t OR Bk 27375 PG 4801 LAST PAGE tat ai3, eiock 4, N,lfka Seventh Me. Addition, according to the Plat th. rcor, ea recorded in Plat Book 7, Page 36, or the Public R,eccrdv of Mtarnl-Dade County, Florida. Parcet14: Lots B, 39 and 40, Block 4, NM, Seventh Ave. Addition, according to the Plat thereof, as recorded In Plat Book 7, Page 36, or the Public Records of Bari -Dade County, Florida, Book27393/Page4801 CFN#20100564939 Page 2 of 2 Michael K. Feldman, Esq. 1111 Kane Concourse, Ste,'t209 Say Harbor islands, F1 33154 Parcel U3 Number: Grantee 51 TIN: Granite .02 TIN. Warranty Deed This indenture, Made this V '1 Guy Hardin a/k/a Guy V. 1lII1lfIIIIIIJI1I INIJI1I1111111111I!1Ifl!I11 CFW 2O1ORCo564-9,sR DR Bk 27393 Pss 4797 - 4799 S3past RECOF'CU 0Sl2ri/2010 09:2:52 DEED DOC TAX 15r0fs3,00 SURTAX 11 r 25Ii0 0r1 ARVE7 I UVllrr CLERK OF COURT DIAMI-DARE CPUHM FLORIDA dayof lifllL 2014 A.D. Hardin and Shirley Hardin, his wife of the County of 9 Between Stated Tn, 3750 , graifEfors9 and Wynwood Holdings, LLC, a Florida Limited Liability Company whew address is: C/O Pram Mtlni.ck Parker, Esq.. 450 West 15th Street, New York, N.Y. 100/1 of the County of State of 5 /ftnesSeth that the GRANTORS, for and in consideration of the sum of TEN DOLLARS ($10) DOLLARS, and other good and valuable consideration to GRANTORS in hand paid by GRAN1Ete the receipt whereof is hereby acknowledged, have granted, bargained and sold to the said GRANTEE and GfOiNTLIE'S heirs, successors and assituis forever, the following described land, situate, lying and being in the County of Miaasili-DadeSlate of Florida towit: See Schedule "A" Attached grantee, Said land is free of all anonmbranoes except for taxes for the year 2010 and subsequent years and all applicable zoning ordinances and governmental regulations. trod the granters do hereby full, wars the title to said land, and will defend die saint against lawful clans of all persons whomsoever In Witness Whereof, the tors have hereunto set 111e,r hands and seals the day and year first above written. Signed, ie'YKod)ind der try in odr pr Bence: 05i1 1=' L'J4l.6--11. ed Name: Witness STATE OP Tennessee COUNTY OF I7nicai Tote Ihregoing instrument ryas acknowledged before me this Guy Hardin a/k/a .Guy V_ Hardin and Shirley Hardin, h who are personally known to me or who have produced Ount '(T , S . driver Guy Ha din a/k/a Guy V. Hardin P 0 Address: 322 S. Willow Street, Erwin, Tn, 37650 s.rley l din I Ca. Address: 322 S. Willow Street, Erwin, T,l, 37650 10-124--2 (Seal) (ScsI) ,2010 by wife ',\j11111r0' 6lciot A 1iiiGh t Alax NOTARY int 1 day of Lt1-7 Notary Public My Commirsinn Expires: j , yig _3 Lasr, nine laud €,!: DI play Ssscr.; IiK, iWo [849163.55)5 Form FLMp.I Book27393/Page4797 CFN#20100564938 .e LARGE Pyry A" J Page 1 of 3 Exhibit "A" Parcel 1: The Fast 37.5 feet of Lot A, Block 4, N,W. Seventh Ave. Addition, according to the Nat thereof, as recorded In P€at Book 7, Page 36, of the Public Records of Miami -Dade County, Florida. Parcel 2: Lots 15 and 16, Block 4, N.W. Seventh Ave. Addition, according to the Plat thereof, es recorded in Plat Book 7, Page 36, of the Publrc Records of Miami Dade County, Florida. Parcel 3: Lot 17, Block 4, NUJ. Seventh Ave. Addition, according to the flat thereof, as recorded In Plat Book 7, Page 36, ofthe Public Records of Milan# -facie County, Florida. Parcel 4: Lots 18, 19 and 20, Block 4, kl,W, Seventh Ave. Addition, according to the Plat thereof, as recorded in Plat Book 7, Page 35, of the Public Rewrds of Miami -bade County, Florida, Parcel 5: Lot 21, Block 4, N.W, Seventh Ave. Addition, according to the Plat thereof, as recorded in Plat Book 7, Rage 36, of the Public Records of Mfamf-Dade County, Florida. Parcel 6: Lot 22, dock 4, N.W. Seventh Ave. Addition, according to the Plat thereof, as recorded In Plat Book 7, Page 36, of the Public Rewards of Mfaml-bade County, Florida. Parcel 7: Lot 25, Block 4, t4.VV. Seventh Ave, Addltlan, according to the Plat thereof, as recorded In Plat Book 7, Page 36, of the Public Records of Miami -Dade County, Florida. Parcel 8: Lot 34, Block 4, N.W. Seventh Ave, Addition, according to the Nat thereof; as recorded In Pint Book 7, Page 35, of the Public Records of Miami -fade• County, F€erlda, Parcel 9: Book27393/Page4798 CFN#20100564938 Page 2 of 3 OR BK 27393 PG 47 a`'9 LAST PAGE Exhibit "A" wor tlnued Lot 35, Block 4, N.W. Seventh AVE. Addition, according to the Plat thereof, as recorded In Piet Book 7, Page 36, of the Pubic Records of Miami -Dade County, Florida. Parcel 10: Lot 30, and the We.st 2.5 feet of Lsat A, alack 4, N.W. Seventh Ave. AddltIonr according to the Plat thereof, as recorded In Plat Book 7, Page 31:5, of the Public Records of.Miami -Qade County, Florida. Parcel 11: Lot 37, Nock 4, N.W, Seventh Ave, Addition, according to the Plat thereof, as recorded In Plat Book 7, Page 36, of the Public Records of Miami -Dada County, Florida. Parcel 12: Tract D of Wynwoad Industrial Camplex,according to.the Plat thereof, as recorded in Plat Beak 149, Page. 85, of the Public Records of Miarnl-Dade County, Florida, more.particuiarfy described as follows: BEGIN at the Northwest corner of said Tract D; thence North 59P 50' 00" East aiang the North line of said Tract D, being else the South Right -of -Way line oh N.W. 23rd Street, a distance of 77.53 feet; thence South Ma 01' 09" West along the East line of said Tract D, a distance of 119.9D feet; thence south S9¢ 49' 37" West along the South line of said Tract D, a distance or 77.52 feet; thence North O ° 00; 48" East along the West line or said Tract D. a distance or 119.91 feet to the POINT OF 3E0INNING, Book27393/Page4799 CFN#20100564938 Page 3 of 3 SPECIAL AREA PLAN APPLICATION DISCLOSURE OF OWNERSHIP 17. List the owner(s) of the subject property and percentage of ownership. Note: The Miami City Code .requires disclosure of all parties having a financial interest, either direct or indirect, with respect to a presentation, request or petition. Accordingly, disclosure of shareholders of corporations, beneficiaries of trusts, and/or .any other interested parties, together with their address(es) and proportionate interest are required. Please supply additional lists, if necessary. Owner's Name(es) Mizrachi Holdings LLC Percentage of Ownership See attached ownership breakdown. Subject Property Address(es) 382,and 394 NW 24 Street and 375 NW 23 Street 18. List all street address(es) and legal description(s) of any property located within 500 feet of the subject property owned by any and ail parties fisted in question #1 above. Please supply additional lists, if necessary. Street Address(es): Legal Description(s): 4,40-5-ite Owner(s) or Attorney Name Owner(s) or Attor. :nature STATE OF FLORIDA -- COUNTY OF MIAMI-DADE ThiYforegoing was acknowledged beforeme this Pi day of �f I U 20 11 , by Milsin i z�P f who is a(n) individual/partner/agent/corporation of f U24# / (?`, f CLf a(n) individual/partnership/corporation. He/S er 1J known to who has produced as identification and how (d not) take n oat (Stamp) Signature MIA 184571351v1 ThO AS a SHFk MA MYCOMMISSION #EE 132544 ors'BORES: Septomber 21, 2015 Banded Thru Nobly Public Underwiters CITY OFMIAMI DISCLOSURE OF CONSIDERATION PROVIDED OR COMMITTED FOR AGREEMENT TO SUPPORT OR WITHHOLD OBJECTION The City of Miami requires any person or entity requesting approval relief or other action from the City Commission or any of its boards, authorities, agencies, councils or committees, to disclose at the commencement (or continuance) of the hearing(s) on the issue, any consideration provided or committed, directly or on its behalf, to any entity or person for an agreement to support or withhold objection to the requested approval, relief or action. "Consideration" includes any gift, payment, contribution, donation, fee, commission, promise or grant of any money, property, service, credit or financial assistance of any kind or value, whether direct or implied, or any promise or agreement to provide any of the foregoing in the future. Individuals retained or employed by a principal as a lobbyist as defined in Sec. 2-653, and appearing before the City Commission or any of its boards, authorities, agencies, councils or committees solely in the capacity of a lobbyist and not as the applicant, or owners' legal representative are not required to fill out this form. NAME: HOME ADDRESS: (First name) (Middle) (Last Name) (Address Line 1) (Address Line 2) CITY: STATE: Florida ZIP: HOME PHONE: CELL PHONE: FAX: EMAIL: BUSSINESS or APPLICANT or ENTLTY NAME Mizrachi Holdings LLC BUSINESS ADDRESS: 215 Jersey Street (Address Line 1) Jersey City, NJ 07310 (Address Line 2) I. P➢ease describe the issue for which you are seeking approval, relief or other action from the City Commission, board, authority, agency, council, or committee. Approval for Mana Wynwood District Special Area Plan. 2. l as any consideration been provided or committed, directly or on your behalf, to any entity or person for an agreement to support or withhold objection to the requested approval, relief or action? ❑ YES n NO If your answer to Question 2 is No, do not answer questions 3, 4 & 5 proceed to read and execute the Acknowledgment. If your answer to Question 2 is Yes, please answer questions 3, 4 & 5 and read and execute the Acknowledgement. Doc. No.:86543 3. Please provide the name, address and phone number of the person(s) or entities to whom consideration has been provided or committed. Name Address Phone# a. r /a b. c. * Additional names can be placed on a separate page attached to this form. 4. Please describe the nature of the consideration. n/a 5. Describe what is being requested in exchange for the consideration. n/ a ACKNOWLEDGEMENT OF COMPLIANCE I hereby acknowledge that it is unlawful to employ any device, scheme or artifice to circumvent the disclosure requirements of Ordinance 129I8 and such circumvention shall be deemed a violation of the Ordinance; and that in addition to the criminal or civil penalties that may be imposed under the City Code, upon determination by the City Commission that the foregoing disclosure requirement was not fully and timely satisfied the following may occur: 1i. the application or order, as applicable, small be deemed void without further force or effect; and 2. no application from any person or entity for the same issue shall be reviewed or considered by the applicable board(s) until expiration of a period of one year after the nullification of the application or order. PERSON SUBMI I'.t INC DISCLOSURE: Signature Print Sworn to and subscribed before me this``f day of V � 201 The foregoing instrument was acknowledged before me by T tlit AM= , who has produced as identification and'`or i 2M id who did'did not take an oath. STATE OF FLORIDA if( CITY OF MIAMI - -� W CONLMISSION FI / ` i � ,! ll tONa1u ��5aa EXPIRES: z"P MIMES: Soipt Ater 21, 2015 Enclosure(s)- Doc. No.:86543 Page 2 ORV LZA.TIO AL CIIA.3.j. 9 MIZRACHI HOLDINGS, LLC Moishe Mlaia. 100 % iy Mizrachi Holdings, LLC a Delaware limited liability company PET #: 46-2551969 PREPARED BY: TFHOMAS G. LEE, ESQ_ BURTON & LEE 12555 Orange Drive, 4025 Davie, Florida 33330 Folio No, 01 - 3125 - 034 - 0300 01 - 3125-034-0310 01 -3125-034-0640 1111111111111111311111111111111111111111111 CFN 2O13RC'4-76641 OR 81‹ 28680 Pas 1586 -- 15 7; (2vs.s1 RECORDED 06/14/2013 1 t16.r19 DEED i1OC TAX 8r4J O.00 SURTAX 6r3O1,O0 HARVEY PUVUh CLERK OF COUi;1 t*1ANI-DADE COUh1TYr FLW !DA WARRANTY DEED THIS INDENTURE, , made this day of June, 2013, between EZ1 A MIZ,R.ACHI, a single man, grantor, and M12;RACH1 HOLDINGS, LLC, a Delaware Limited friability Company, whose post office address is � e>r j � e 1 'YL f -�' 1,. oak , grantee, WITNESSETH, That said grantor, for and in consideration of the sum of Ten Dollars and other good and valuable •considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Miami - Dade County, Florida, to -wit: Lots 31 and 32, less the North 5 feet of SPAULI.DING SUBDIVISION according to the Plat thereof, as regarded hi Plat Book 3, at Page 161, of the Public Records of Miami - Dade County, Florida_ AND Lot 65, corrected map of SPAULDING SUBDIVISION according to the Plat thereof, as recorded in Plat Bonk 3, at Page 161, of the Public Records of Miami - Dade County, Florida. SUBJECT TO: Conditions, restrictions, reservations, limitations and easements ofrecord, ifany, but any such interests that may have been terminated are not hereby reimposed; and subject to applicable zoning ordinances and taxes and assessments for the year 2013, and subsequent years. And said grantor does hereby fully warrant the title to said land, and will defend the same against the lawful claims of all persons whomsoever, 1 of 2 Book28680/Page1586 CFI!#20130476641 Page 1 of 2 OR BK 286.80 PG 1 87 LAST PAGE D WITNESS WHEREOF, Grantor has hereunto set grantor's hand and seal the day and year first above written. Signed, sealed and delivered in our presence: p & (441,7 1ZRA MiZ • 394 N. W. 24th Street Miami, Florida 33127 STATE OF FLORIDA COUNTY OF MIAMi e DADE BEFORE ME, the undersigned authority, personally appeared EZRA MIZRACIEi, a single man, who executed and acknowledged before me that the foregoing instrument was executed freely and voluntarily for the purposes therein expressed, and who is personally known to me or who produced a drivers license as identification, WITNESS my hand and official seal this fz''J day of June, 2013. TARY PUBLIC My Commission Expires: tPRY P�THOGAS G. LEE le MY COIOSS Cfd € E€149149 EXPIRES:t3,2015 N orb' Bauki t7ins Budg&I Noftiy SarvicB¢ 2 of 2 Book286801Page 1587 CFN#20130476641 Page 2 of 2 THIS INSTRUMENT PREPARED BY: Fran Minnick Parker, Esq. 450 West l5'" Street, Suite 606 New York, New York 1001 1 C. AFTER RECORDING RETURN TO: Union Title Services, Inc. 90 Almeria Avenue Coral Gables, FL 33134 Grantee's. Tax Identification No, WARRANTY DEED 11I1111111111111I 11111I11111111111111111II1I CFt4 20 1 1 R0830 ;.55 OR 94 27723 Pss 4333 4335P f3p s) RECORDED 12/12/2011 12°55y23 DEED DOC TAX 217600.00 SURTAX 16r200.00 H rRVEY RUVINt CLERK OF COURT 1IAtfU-DADE COUNTYf FLORIDA THIS INDENTURE, made this LI/ day of December, 20I1, between ARTISTS LOFTS LLC, a Florida limited liability company (hereinafter called the "Grantor") whose mailing address is 167 NW 25`h Street, Miami, Florida 33127, and IVIEGAN HOLDINGS, LLC, a Delaware limited liability cornpany (hereinafter called the "Grantee") whose mailing address is 0:6-r-g4_ -y C. y Y1i_T (1 `i WITNESSETH: That the Grantor, for and in consideration of the sum of Ten Dollars ($10.00) and other good and valuable consideration, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the Grantee, and Grantee's heirs, successors and assigns, all that certain land situate in Miami -Dade County, Florida, as set forth on "Schedule A" annexed hereto and made a part hereof. Tax Folio Nos: 01-3125-043-0020; 01-3125-074-0030. Subject to easements, restrictions, and reservations of record, if any, and taxes subsequent to 2012. TOGETHER with all the tenements, hereditaments, and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD, the same in fee simple forever, And the Grantor does hereby covenant with said Grantee that the Grantor is lawfully seized of said land in fee simple; that the Grantor has good title and lawful authority to sell and convey said land; that the Grantor hereby fully warrants the title to .said land and will defend the same against the lawful claims of all persons whomsoever, and that said land is free of all encumbrances except taxes accruing subsequent to December 31, 2010, [SIGNATURES CONTINUED ON NEXT PAGE] Book27923/Page4333 CFN#20110830835 Page 1 of 3 IN WITNESS WHEREOF, the said Grantor has signed and seated these presents the day" and year first above written. Signed, sealed and delivered in ARTISTS LOFTS LLC, a Florida limited Presence of: liability comp rtnt ame: 1\-003" :' , ; . Name: avid Ld €rbardi: Titie; Managing Meatier nnt Larne: t ' riflys Ginorns STATE OF FLORIDA ) ss: COUNTY OF IvfIAMhDADE ) 1 HEREBY CERTIFY that on this day before me, an officer duly qualified to take acknowledgements, personally appeared David Lombardi to me known to be the person described in and who executed the foregoing Warrant., Deed, who provided a Florida Driver's License as identification, and who did take an oath. WITNESS my hand and official seal in the County and State Iasi aforesaid this LOay of December, 2011„ ▪ AivlAilit.LY$ MOMS� (' • MYoomb essiou r OD 810141 EXFiRES: August 14, 2012 ' ar'� SOf°�"��"�'ty NARY PUBLIC, StatefFlori.da My Commission Expires: (Z' Book27923/Page4334 CFN##20110830835 Page 2 of 3 "SCHEDULE A" FOLIO NUMBER: 01- 3 i 25—.043-0020 � d6 2 2 PG 4-335 LASS' PAGE Lot 2, Block 1, Weaver's Subdivision, according to the Plat thereof, as recorded in Plat Book 6, Page 31, of the Public Records of Miarni-Dade County, Florida. FOLIO NUMBER: 01-3125.074-0030 A portion of the Southwest 1/4 of Section 25, Township 53 South, Range 41 East, Miarni-Dade County, Florida, being more particularly described as follows: BEGINNING at a point 5.00 feet North of the Southwest cornier of Lot 8, Block "A" of "LA. Darnn's Second Addition", according to the Plat thereof, as recorded in Plat Book 3, Page 25, of the Public Records of Miami -Dade County, Florida; thence run North 00 degrees 06 minutes 57 seconds West for a distance of 138.72 feet; thence run South 89 degrees 48 minutes 58 seconds West, for distance of 240.11 feet; thence run North 00 degrees 06 minutes 35 seconds West for a distance of 200.27 feet; thence run North 89 degrees 48 minutes 40 seconds East, for a distance of 146.88 feet; thence run North 00 degrees 06 minutes 34 seconds West, for a distance of 40.00 feet; thence run North 89 degrees 48 minutes 40 seconds East, for a distance of 46331 feet to the Point of Curvature of a circular curve to the right; thence continue Southeasterly, along said circular curve, having a radius of 25.00 feet, through a central angle of 90 degrees 04 minutes 52 seconds and an arc distance of 39.31 feet to the Point of Tangency; thence run South 00 degrees 06 minutes 28 seconds East, for a distance of 65.30 feet to the Point of Curvature of a circular curve to the right thence continue Southwesterly along said circular curve, having a radius of 25.00 feet, through a central angle of 89 degrees 55 minutes 08 seconds and an arc distance of 39.23 feet to the Point of Tangency; thence run South 89 degrees 48 minutes 40 seconds West, for a distance of 27.33 feet; thence run North 00 degrees 06 minutes 29 seconds West, for a distance of 75.00 feet; thence run South 89 degrees 48 minutes 40 seconds West, for a distance of 62.29 feet; thence run South 00 degrees 06 minutes 29 seconds East, for a distance of 75.00 feet; thence run South 89 degrees 48 minutes 40 seconds West, for a distance of 62.29 feet; thence run South 00 degrees 06 minutes 19 seconds East, for a distance of 125.01 feet; thence run South 89 degrees 48 minutes 58 seconds West for a distance of 68.13 feet; thence run South 00 degrees 06 minutes 46 seconds East, for a distance of 139.20 feet, thence run North 90 degrees 00 minutes 00 seconds West, for a distance of 150.03 feet to the POINT OF BEGINNING. Book27923{Page4335 CFN#20110830835 Page 3 of 3 SPECIAL AREA PLAN APPLICATION DISCLOSURE OF OWNERSHIP 15. List the owner(s) of the subject property and percentage of ownership. Note: The Miami City Code requires disclosure of all parties having a financial interest, either direct or indirect, with respect to a presentation, request or petition. Accordingly, disclosure of shareholders of corporations, beneficiaries of trusts, and/or any other interested parties, together with their address(es) and proportionate interest are required. Please supply additional lists, if necessary. Owner's Name(es) Millie Realty LLC Percentage of Ownership See attached ownership breakdown. Subject Property Address(es) 2400 NW 5 Avenue, 555, 545 and 535 NW 24 Street 16. List all street address(es) and legal description(s) of any property located within 500 feet of the subject property owned by any and all parties fisted in question #1 above. Please supply additional lists, if necessary. Street Address(es): Legal Description(s): 1 Ale fvu(hkitk- Owner(s) or Attorney Name STATE OF FLORIDA -- COUNTY OF MIAMI-DADE � b h foregoing was acknowledod,befo �e his 20 y 1v101K4 Owner(s) or Attom i • .,tea re 1 day of 17 who is a(n) individual/partner/agenticorporati individual/partnership/corporation. He/She is p as identification and who did WI no Ily known 0 (Stamp) Signatur t 071 lf Jar �� a(n) who has produced G.SidEUHf .r: MY COMIRISSION # EE 132544 E) P,fiES: Sepiember21, 2015 Naiad Ttrru Notary Pubk Underwriters MIA 184571351v1 CITY OFl1 iIA.MI DISCLOSURE OF CONSIDERATION PROVIDED 0 ;' COMlli'IITTIED FOR AGREEMENT TO SUPPORT OR WITHHOLD OBJECTION The City of Miami requires any person or entity requesting approval relief or other action from the City Commission or any of its boards, authorities, agencies, councils or committees, to disclose at the commencement (or continuance) of the hearing(s) on the issue, any consideration provided or committed, directly or on its behalf, to any entity or person for an agreement to support or withhold objection to the requested approval, relief or action. "Consideration" includes any gift, payment, contribution, donation, fee, commission, promise or grant of any money, property, service, credit or financial assistance of any kind or value, whether direct or implied, or any promise or agreement to provide any of the foregoing in the future. Individuals retained or employed by a principal as a lobbyist as defined in Sec. 2-653, and appearing before the City Commission or any of its boards, authorities, agencies, councils or committees solely in the capacity of a lobbyist and not as the applicant, or owners' legal representative are not required to fill out this form. NAME: HOME ADDRESS: (First Name) (Middle) (Last Name) (Address Line 1) (Address Line 2) CITY: STATE: Florida ZIP: HOME PHONE: CELL PHONE: FAX: EMAIL: BUSSINESS or APPLICANT or ENTITY NAME Millie Realty LLC BUSINESS ADDRESS: 8 88 Newark Avenue (Address Line 1) Jersey City, NJ 07306 (Address Line 2) 1. Please describe the issue for which you are seeking approval, relief or other action from the City Commission, hoard, authority, agency, council, or committee. Approval for Mana Wynwood District special Area Plan. 2e Has any consideration been provided or committed, directly or on your behalf, to any entity or person for an agreement to support or withhold objection to the requested approval, relief oraction? El YES ® NO If your answer to Question 2 is No, do not answer questions 3, 4 & 5 proceed to read and execute the Acknowledgment. If your answer to Question 2 is Yes, please answer questions 3, 4 & 5 and read and execute the Acknowledgement. Doc. No..86543 3. Please provide the name, address and phone number of the person(s) or entities to whom consideration has been provided or committed. Name Address Phone# a. n/a b. c. Additional names can be placed on a separate page attached to this foil. 4. Please describe the nature of the consideration. n/a 5. Describe what is being requested in exchange for the consideration. n/a ACKNOWLEDGEMENT Off` COMPLIANCE li hereby acknowledge that it is unlawful to employ any device, scheme or artifice to circumvent the disclosure requirements of Ordnance 12918 and such circumvention shall be deemed a violation of the Ordinance; and that in addition to the criminal or civil penalties that may be imposed under the City Code, upon determination by the City Commission that the foregoing disclosure requirement was not fully and timely satisfied the following may occur: I. the application or order, as applicable, shall be deemed void without further force or effect; and 2. no application from any person or entity for the same issue shall be reviewed or considered by the applicable board(s) until expiration of a period of one year after the nullification of the application or order. PERSON SU1MI 1't ENG DISCLOSURE: Signature Print Nam .S`worn to and subscribed bejore me this ! cf day .of i IjL( , 20Qr ( . The foregoing instrument was acknowledged before me by )6 3rf,.. hien has produced ,:. as identification and/or +. personally known to nee a t who di /did no take an oath. STATE OF FLORIDA I If CITY OF MIAIv1I r' MY COND./1ISSION f EXPIRES: _ _ .o=th`'` THOMAS G. SHEE"tAii�Rt *� x: P<< 14N EE422 44 Enclosurc(s) 'EXPIRES: September 21, 2015 ` Fj 0 ' Bonded Thna Notary Public Underwriters i Doc. No.:86543 Page 2 ORGANIZATIONAL CHART MILLIE REALTY, LLC MOishe Mana 99% Moishe Mama 100 % Millie Holdings Corp. a Delaware corporation Managing Member ic/0 Millie Realty, LLC a Delaware limited liability company FEI #: 47-3278918 (Prepared By Rcord and Return To. Thomas G. Sherman, P.A. 90 Almeria Avenue , Coral Gables, FL- 33134 Property Appraisers Parcel Identification (Folio) Number: 01-3125-057-O011 111111 1111111111 iflll 11111 Hill 11l111i11i11 SPACEAPOPE TFIISLINE FOR RECORDING DATA CFU 2O i_ 4 R05551..8 I OR 8k 29262 Pss 1681 - 16821 12essl RECORDED 08/07/2014 13:300.02 DEED DOC TAX 14000.00 GURTAX 110325.00 H iRVEY RUVIN® CLERK 3F COURT NIAhI-JAl3E C0IJ TYr FLORi0*, WARRANTY DEED Made this 4th day of August, 2014, A.D. by DGNG HEE KIM, A SIlNGLE WOMAN, whose post office address is: 7240 SW 12gth STREET, M1AM1[, FL 33156 (hereinafter called the "Grantor"), to: MILLIIE REALTY, LLC, a Delaware limited liability company, whose post office addve s is: 888 Newark Avenue, Jersey City, NJ 07306, (hereinafter called the "Grantee"): (Whenever used herein the term `grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives and assigns of individuals. and the successors and assigns of corporation) WITNESSETH, that the Grantor, for and in consideration of the sum of Ten Dollars ($10.O0) and other good and valuable consideration to Grantor in hand paid by Grantee, the receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys, and confirms unto the said Grantee and Grantee's heirs, successors and assigns forever, all of that certain land, situate, lying and being in the County of Manzi -Dade, State of Florida to wit: Lot 4, Less the North 10 feet thereof, First Addition to Greenwood Subdivision, according to the map or plat thereof, as recorded in Plat Book 57, Page(s) 50, of the Public Records of Miami -Dade County, Florida. This conveyance is made subject to the following: 1. Easements, rights of way, limitations, reservations, covenants and restrictions of records, if any, which are not hereby being re -imposed; and, 2. Zoning or other regulatory laws and ordinances affecting the land, if any. TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To have and to hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawat claims of all persons whomsoever; and that said land is free of all encumbrances except taxes accruing subsequent to December 31, 2013. 1N WITNESS WHEREOF, the said grantor has signed and sealed these presents the day and year first above written. - Warranty Deed - Page 1 of 2 Book29262/Page1681 CFN#20140555181 Page 1 of 2 Signed, sea d and @livered in our presence: STATE OF FLORIDA ) ss; COUNTY OF MIA.MI-DADE BEFORE ME, a Notary Public duly authorized to administer oaths and take acknowledgments in the state and county set forth above, personally appeared DING HEE KIM, a single woman, who is personally !mown to me er who has produced it. On„Lees 6.[cw7.—„ as identifica ' ,.. and she acknowledged before me that she executed the same. IN WITNESS WHEREOF, 1 have hereunto set my hand and Fixed , official seal, in the state and county aforesaid, this Y r` day of August, 2014. gci+wrrrrr i Ni,„ MICHAEL G. SHERMAN r ? Notary Public - State of Florida 1 My Commission Expires Oct 10, 2017 r��;+�v Commission # FF 02$268 (SEAL) - Warranty Deed - Page 2 of 2 My Commission Expires: to - r 0 ®/ 7 Book29262/Page1682 CFN#20140555181 Page 2 of 2 11I1111111111111I 111111111111111111111111 I111 CF lat 201! Rc 2o6931 OR Pk 29559 Pss 335'V - 3361i C313ss1 RECttDE0 03/31/2015 14:30e16 DEED D OC: TAX 540:100.00 SURTAX 40e5'J0800 H [..l>'EY ROM T s CLERK OF COURT 11 ANI-i5Ai3E COUNTYr FLORIDA Cindy Kim, Esq. & Lowman, LLP 8620 NE 2 Avenue Miami, FL 33138 305-981-4477 File Number: 14-Mina-3570 R rein t Union Title Services, Inc. 90 Almeria Avenue Coral Gables, FL 33134 305-444-4508 File Number: 14-010-016 f Space Above This Line Far Recording Bata] SpecialWarrant)/ Deed This Special Warranty Deed made this 27th day of March, 2015 between S.K.L. of Miami, Inc, a Florida corporation whose post office address is 2400 NW 5 Aveanc, Miami, FL 33127, grantor, and Millie Realty, LLC, a Delaware limited liability company whose post office address is c/a Maria Wain! Management, 318 NW 23 Street, Miami, FL 33127, grantee: (whenever used herein the terms grantor and grantee include all the patties to this instrument and the heirs, ieget representatives, and assigns of individteals, and the successors and assigns of corporations, trusts and trustees) Witnesseth, that said grantor, for and in coresidera.ticxi of the sum TEN AND NC)/i00 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby aeluanaledged, has granted, bargained. and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida, to -wit: See attached Exhibit "ATE Legal Description Parcel Identification Number: 01-3125-000-0200, 01-3125-057-0150, and 01-3125-057-0140 Subject to taxes for 2015 and subsequent years; e,ovenanls, conditions, restriction, easements, reservations and limitations of record, if any. Together with all the tenements, heredita rents and appurtenances thereto belonging or ht anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons claiming by, through or under grantors. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day arid year first above written. DoubteTimee Book29559/Page3359 CFN#20150206981 Page 1 of 3 Signed, sealed end delivered in our presence: S.K.L. of +' .x Inc., a Florida corporation By: Sang K. Lee, President (Corporate Seal) State of Florida County of Miami -Dade The foregoing instrument was acknowledged before nee this 27th day of March, 2015 by Sang K. Lee, President of S.K.L. of Miami, Inc., a Florida corporation, on behalf of the corporation. He [] is personally known to me or [X] has produced a driver's license as identification. [Notary Seal] �rf Special Warranty Deed a Page 2 t`,1k6 Otter flYetiiinSION i FF 1122lS d XPIRES: J4 i 5, 24ta Bonded lieu &IV Nutty Smits Notary Printed Name My Commission Expires: DoubloriMe® Book29559/Page3360 CFN#20150206981 Page 2 of 3 OR f3+( 29.559 =°G 3361 L. FAST PAGE EXHIBIT "A" LEGAL DESCRIPTION PARCEL ONE: Commence at the Southeast corner of the North 1/2 of the South 1/2 of the Northwest 1/4 of the Southwest 114 of Section 25, Township 53 South, Range 41 East thence West parallel to Northwest 24th street 199 feet for the point of beginning of the tract of land hereinafter described thence North parallel to Northwest 5th Avenue 175 feet; thence West parallel to Northwest 24th Street 110 feet; thence South parallel to Northwest 5th Avenue 175 feet; thence East parallel to Northwest 24th Street 110 feet to the point of beginning; said property bring and being in Miami - Dade County, Florida., LESS the following described property thereof deeded to the City of Miami for street right-of-way purposes, to -wit: Commence at the Southeast corner of the North 1/2 of the South 1/2 of the Northwest 1/4 of the Southwest 1/4 of Section. 25, Township 53 South, Range 41 East; thence West along the South line of the North 1/2 of the South 1/2 of the Northwest 1/4 of the Southwest 1/4 of said Section 25 for a distance of 199 feet for a Point of Beginning; thence run North and parallel to the center line of Northwest 5th Avenue for a distance of 25.47 feet to a point thence West along a line parallel to the South line of the North 1/2 of the South 1/2 of the Northwest 1/4 of the Southwest 1/4 of said Section 25 for a distance of 110 feet rrrore or less to a point; thence run South along a line parallel to the center line of Northwest 5th Avenue for a distance of 25.42 feet to a point on the South line of the North 1/2 of the South 1/2 of the Northwest 114 of the Southwest 1/4 amid Section 25; thence run East along the South line of the North 1/2 of the Souls. 1/2 of the Northwest 1/4 of the Southwest 1/4 of Section 25 for a distance of 110 feet to the Point of Beginning excepting, however, that part of the above described area upon which any portion of the existing building has been constructed and now occupies estimated to be two -tenths of a foot more or less, along the South side of said building. PARCEL TWO: The Easterly 20 feet of Lot 16 of FIRST ADDITION TO GREENWOOD SUBDIVISION, a subdivision according to the Plat thereof as recorded in Plat Book 57, Page 50, of the Public Records of Miami -]Jade County Florid& PARCEL THREE: Lot 16, LESS the East 20 feet thereof, of FIRST ADDITION TO GREENWOOD SUBDIVISION, according to the Plat thereof, as recorded in Plat Book 57, Page 50, of the Public Records of Miami -Dade County, Florida.. 13ook295591Page3351 CFN#20150206981 Page 3 of 3 AREA PLAN APPLICATION DISCLOSURE OF OWNERSHIP 13.:" List the `owner(s) of the subject property and percentage of ownership. Note: The Miami City Code%requ res disclosure of all parties having a financial interest, either direct or indirect, with respect to a presentation, request or petition. Accordingly, disclosure of shareholders of corporations, beneficiaries of trusts, and/or any other interested parties, together with their address(es) and proportionate interest are required. Please supply additional lists, if necessary. Owner's Name(es) Milana Holdings, LLC Percentage of Ownership See attached ownership breakdown Subject Property Address(es) 511 and 583 NW 22 St. 500 NW 23 St, 2240, 2222 and 2270 NW 5 Ave 14. List all street address(es) and legal description(s) of any property located within 500 feet of the subject property owned by any and all parties listed in question #1 above. Please supply additional lists, if necessary. Street Address(es): None Owner(s) or A ► - Name STATE OF FLORIDA -- COUNTY OF MIAMI-DADE Legal Description(s): Owner(s) ey Signature The foregoing was acknowledged before me this eel day of to r zo asp 20 /5 , by Qrr,f u/- who is a(n) itividu�llpartnerla± nticorporati of J.cdA.d._cio fill t_tc a(n) individual/partnership rporation ( `/fie ersonally known to me ar--wipe has-} rodueed as id - - - = nd who did (olid=m4) take an oath. (Stamp) =t1,t14 i1/��?L�' ti ►?1Y oJay Chung • n=�4MMISSloi#FJ092239 4 Expires: FEB.12, 2018 --A- ovs. . WWW.AARONNDTARY.carn MIA 184571351v3 �� y C'uu.,v fJ Sign ure •/ CITY OFMIAMI DISCLOSURE OF CONSIDERATION PROVIDED OR COMMITTED FOR AGREEMENT TO SUPPORT OR WITHHOLD OBJECTION The City of Miami requires any person or entity requesting approval relief or other action from the City Commission or any of its boards, authorities, agencies, councils or committees, to disclose at the commencement (or continuance) of the hearing(s) on the issue, any consideration provided or committed, directly or on its behalf, to any entity or person for an agreement to support or withhold objection to the requested approval, relief or action, "Consideration" includes any gift, payment, contribution, donation, fee, commission, promise or grant of any money, property, service, credit or financial assistance of any kind or value, whether direct or implied, or any promise or agreement to provide any of the foregoing in the future. Individuals retained or employed by a principal as a Iobbyist as defined in Sec. 2-653, and appearing before the City Commission or any of its boards, authorities, agencies, councils or committees solely in the capacity of a lobbyist and not as the applicant, or owners' legal representative are not required to fill out this form. NAME: HOME ADDRESS: (First Name) (Middle) (Last Name) (Address Line 1) (Address Line 2) CITY: STATE: Florida ZIP: HOME PHONE: CELL PHONE: FAX: EMAIL: BUSSINESS or APPLICANT or ENTITY NAME Milana Holdings, LLC BUSINESS ADDRESS: 215 Jersey Street (Address Line 1) Jersey City, NJ 07310 (Address Line 2) L Please describe the issue for which you are seeking approval, relief or other action from the City Commission, board, authority, agency, council, or committee. Approval for Nana Wynwood District Special Area Plan. 2. Has any consideration been provided or committed, directly or on your behalf, to any entity or person for an agreement to support or withhold objection to the requested approval, relief or action? n YES ® NO If your answer to Question 2 is No, do not answer questions 3, 4 & 5 proceed to read and execute the Acknowledgment. If your answer to Question 2 is Yes, please answer questions 3, 4 & 5 and read and execute the Acknowledgement. Doc. No.:86543 3. Please provide the name, address and phone number of the person(s) or entities to whom consideration has been provided or committed. Name Address Phone# a. n/a b. c. * Additional names can be placed on a separate page attached to this form. 4. Please describe the nature of the consideration. n/a S. Describe what is being requested in exchange for the consideration. n/a ACKNOWLEDGEMENT OF COMPLIANCE 1 hereby acknowledge that it is unlawful to employ any device, scheme or artifice to circumvent the disclosure requirements of Ordinance 12918 and such circumvention shall be deemed a violation of the Ordinance; and that in addition to the criminal or civil penalties that may be imposed under the City Code, upon determination by the City Commission that the foregoing disclosure requirement was not fully and timely satisfied the following may occur: 1. the application or order, as applicable, shall be deemed void without further force or effect; and 2. no application from any person or entity for the same issue shall be reviewed or considered by the applicable board(s) until expiration of a period of one year after the nullification of the application or order. PERSON SUBMITTING DISCLOSURE: Signature Prin am Sworn to and subscribed before me this 1 day of OC , 201( The foregoing insltnment was acknowledged before me by fileyof , ri, s• produced as identification and/or i personally lcnasv to e nd who di /dicl not t ke an oath. STATE OF FLORIDA CITY OF MIAMI MY COMMISSION • EXPIRES:•8 iFi�Mgg G. SHEI{y ;*v - corer I iE5: 5e •4 i;.,;4,, ear? f Then Pternber 27 2015 Enclosure(s) " �`—�-�07 Pu6iie U,7dsevritors Doc. No--86543 Page 2 ORGANIZATIONAL CHART MILANA HOLDINGS, LLC Moishe Man.a 99% Moishe Mana 100 % Q WYNWOOX] ENTERPRISES, Inc. a Florida corporation Managing Member 1~EI #e 46-2577765 Milana Holdings, LLC a Delaware limited inability company FEL #: 45-2345713 Prepared by and return to: 1111111111111111110111111111111111111111111 C:1= i ll 201 4R0,S63035 OR Pfk 2;`433 Pee 0032 -- 73; {2,99s) RECORDED 12/I7/2014 I3t41 37 DEED OOC: TAX 17200.00 SURTAX 900.00 HAfWE'( RANI CLERK OF COURT !1IIJ1I-OADDE Cg1Jh1TYf FLORIDA JENNIFER RAMIR.EZ SUPERIOR TITLE OF SOUTH FLORIDA, INC, 2097 W. 76 ST. SUITE I01 Hialeah, FL 33016 305•826-8266 File Number: t2014I52 Will Gall No.: {Spade Above This Line For Recording Data] Warranty Deed This Warranty Deed made this 12th day of December, 2014 between RAYMOND BANKS, a married than, joined by his wife Ulrike Banks whose post office address is 25651 NABi3Y COVE ROAD, San Antonio, TX 78255, grantor, and MILANA HOLDINGS,LLC, A DELAWARE LIMITED LIABILITY COMPANY whose post office address is 215 COLES ST, Jersey City, Nal 07310, grantee: (Whenever used herein the terms "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives, nod assigns of individuals, and the successors end assigns of corporations, trusts and trustees) Witntesseth, that said grantor, for and in consideration of the sum of TEN AND NO/I00 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Miami -Bade County, Florida to -wit: Lot 15, in Block "A", of Northwest Seventh Avenue Addition, according to the Plat thereof, as recorded in Nat Book 7, at Page 36, of the Public Records of Miami -Dade County, Florida. Parcel Identification Number: 0. 3 us- 0 3 5 • 30S-0 Together with all the tenements, hereditan7enis and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever, And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2014. In Witness Whereof., grantor has hereunto set grantor's hand and seal the day and year first above written. 0oubteTirrre Book29433/Page32 CFN#20140863035 Page 1 of 2 Signed, sealed and delivered in our:'resence: W itne Name: ERING RAYMOND BANKS ULRIKE BANKS OR BK 294-37i PG 003 l... aST PAGE State ofl}arid- OC"� County of hi asuwBade The foregoing instrument was acknowledged before me this 1e'th day of December, 2014 by RAYMOND BANKS AND ULRIKE BANKS, who L] is personally known or [X] has produced a driver's license as identification. [Notary Seal] Notary Public MARIO RENDON Natty Public, StOt2 o3 Texas My Commission Expires September 26, 20,17 Printed Name: MARIO RENDON My Commission Expires: j 1,.,t t! t1 Warranty peed - Page 2 DoubleTimee Book29433iPage33 CFN#20140863035 Page 2 of 2 Prepared by and when recorded return to: Daniel P. Faust, Esq, Akerman LLP One Southeast Third Avenue, 251h Floor Miami, Florida 33131 Tax Folio Number(s): 01-3 ] 25-035-0580 01-3125-035-0590 11111111111111111131111111111111111111111111 CFN 2014R0129471 OR 8k 29038 Psa 0081 •• 33 OP9s) RECORDED 02/20/2014 11:03:20 DEED D13C TAY 3,900.00 SURTAX 2 r 925 0€0 HARVEY RUVllta CLERK OF COURT MIA€ I-DADE COUNTY? FLORIDA SPECIAL WARRANTY DEED THIS SPECIAL WARRANTY DEED is made as of February 19, 2014 by WYNWOOI)180O0, LLC, a Florida limited liability company ("Grantor"), whose mailing address is e/o Goldman Properties, 804 Ocean Drive, 2"d Floor, Miami Beach, Florida 33139 in favor of MILA.NA HOLDINGS, LLC, a Delaware limited liability company ("Grantee"), whose mailing address is e/o M Management 215 Coles Street, Jersey City, NJ 07310, WITNESSETH: Grantor, for and in consideration of the sum of Ten and No/100 Dollars ($10.00) and other good and valuable consideration to it in hand paid by Grantee, the receipt and sufficiency of which is hereby acknowledged, does hereby grant, bargain and sell to Grantee, and Grantee's successors and assigns, forever, the following real property lying and being in the County of Miami -Dade, State of Florida (the „Property"): SEE EXHIBIT A ATTACHED HERETO AND INCORPORATED HEREIN SUBJECT, HOWEVER, TO THE FALLOWING: 1. Taxes for the year 2014 and thereafter, not yet due and payable; 2. Zoning and other regulatory laws and ordinances, prohibitions and other requirements imposed by governmental authority; and 3. Those certain restrictions, reservations, covenants, conditions, limitations and easements of record, wi€.hoot reimposition of the same to the extent any of the foregoing have been released, expired, or are in anyway or wise no longer legally enforceable. TOGETHER WITH all the tenements, hereditaments, and appurtenances thereto belonging or in anywise appertaining_ TO HAVE AND TO HOLD the above described Property in fee simple forever. AND Grantor hereby warrants the title to said Property and will defend the same against the lawful claims of any persons claiming by, through or under the said Grantor, but none others. [Signature(s) on following page.] 128065148,2} Book29938/Page81 CFN#20140129471 Page 1 of 3 IN WITNESS WHEREOF, the undersigned has executed this Special Warranty Deed as of the date first above written. WITNESSED BY: STATE OF GRANTOR: WYNWOOD 18000, LLC a Florida limited liab' it : .. pany By: Name: Title: its Authorized ' ignatory COUNTY QFeij The foregoing instrument was acknowledged before me this Authorized Signatory of 18000 WYNWOOD, LLC, a Florida who is personally No Pri My (28065148;21 _ day of February, 2014 by 6;40 G as limited liability company, on behalf of the cam any, or who has produced as identificatjo ame: ornmission Expires: Book29038/Page82 CFN#20140129471 Page 2 of 3 EXHIBIT "A" LEGAL DESCRIPTION Parcel 1: CM Br, 294 a PG 0083 LAST PAGE Lot 29, LESS the South 33 feet thereof, and the East 7,5 feet of Lot 28, LESS the South 33 feet thereof, Block 4, N.W. Seventh Ave. Addition, according to the Plat thereof, as recorded in Plat Book 7, Page 36, of the Public Records of Miami -Dade County, Florida, Parcel 2: The South 33 feet of Lots 28 and 29, Block 4, N,W. Seventh Ave. Addition, according to the Pat thereof, as recorded in Plat Book 7, Page 3.6, of the Public Records of Miami -Dade County, Florida. 08065148,2} Book29038/Page83 CFN#20140129471 Page 3 of 3 This instrument prepared by: Mark L, R.ivlin, Esq. Mark L. Riviirl, P.A. 1550 Madruga Avenue, Suite 120 Coral Gables, Florida 33146 Tax Folio Number r 01--3125-074--0050 and 01-3125-035-0610. WARRANTY DEED 111111111111111111111111111111111111111111111 CFN 2O12RO4 E634- OR Sk 28158 Ns 2116 - 2117; (2ng0 RECORDED 06/21/2012 11;05:o5 DEED DOC TAX, 2r801.40 SURTAX 20.01.035 HARVEY RUVIl} CLERK OF COURT MIAMI-DADE C0hi 1TY FLORIDA THIS WARRANTY DEED made the 1 day of June, 2012, by and between Wynwood Community Economic Development corpoartion, Inc, a Florida Non -Profit Corporation ("Grantor"), whose mailing address is 2235 N,W. 5 Avenue, fl.00, Miami, Florida 33127, and Milana Holdings, LLC, a Delaware limited liability company ('Grantee"), whose availing address is 215 Coles Street, Jersey City, NJ 07024. WITNE ssli TH THAT, the Grantor, for and in consideration of the sum of TEN AND NO/00 COLLARS ($10.00) and other good and valuable considerations, to it in hand paid by the said Grantee, the receipt whereof is hereby acknowledged, hereby grants, bargains and sells to said Grantee, its successors and assigns forever, the following described real property, located and situate in Miami -- Dade County, Florida, to --wit: Tract "E", WYNWOOD TNOUSTRXAL COMPLEX, according to the map or plat thereof, as recorded in Platt Book 148, Page 85, of the Public Records of Miami -Dade County, Florida. And Lot 31, Block 4, WYNWOOD INDUSTRIAL COMPLEX, according to the map or plat thereof, as recorded in Plat Book 7, Page(s) 36, of the Public Records of Miami. -Dade County, Florida, This conveyance is subject to the following: 1. Taxes for the year 2012, and subsequent years, 2. Conditions, restrictions, iiD.ttation.s, agreements and easements cf record, if any; but this provision shall not operate to reimpose the same. 3. Zoning and other governmental regulations. 4. Purchase Money First Mortgage and Security Agreement. The Grantor does hereby fully warrant Lhe title to the real property hereby conveyed and will defend the same against the lawful claims of ali persons whomsoever. Page 1 of 2 Book28158/Page2116 CFN#20120438634 Page 1 of 2 OR BK 28158 PG 2117 LAST PAGE IN WITNESS WHEREOF, Grantor has caused this Warranty Deed to be executed the day and year first above written, Signed, sealed and delivered in our presence: STATE OF FLORIDA COUNTY OF MIAMI-DADE Wynwood Community Economic Development Corporation, Inc., a E'lor'dr 1hn--P orporation By: ' ' •�. William Rios, dent 2235 N.W. 5 Ave, 100 Miami, E'L 33127 The foregoing instrument was acknowledged b 2012, by William Rios, as President of Wynwo Corporation, Inc., a Florida Non -Profit corporation, who is personally known to me as identification and did/did not take an J. As.JI\ 4 `Y "yet, HG. f AN Notary MICPuhficAEL - StateSHERof Florida My Comm. Exptres Oct 10, 2013 Commrssion # DD 898893 f p„ � 4 s ended Through Nal'sonal Notary Assn. 11,4-t\WYNWOCD.WD ore d Co Corp, r h.s me this f?`day of June, purity Economic Development ration, on behalf of the produced FL- PO rint Name tary Publi Commiss Page 2 or 2 , State of Florida n Expires Book28158/Page2117 CFN#20120438634 Page 2 of 2 7 PreparectEi and Return To: Thotlias G, Sherman, PA. 90 Almeria Avenue Coral Gables, FL 33134 Property Appraisers Parcel identification (Folio) Number: 01-3125-035-1550 SJ'ACE ABOVE THIS LINE FOR RECORDING DATA 111111111111111HH 1111111111 tillf 11hli HEil 1111 CFN 2012.R033791.7. 01 E.k 281.02. P95 2060 - 2061; (dogs) RECORDED 05/11/201 12:14=13 DEED DOC TAX 450,00 SURTAX 337.50 HAR:VEY RUVIII, CLERK OF COURT MANI-DADE COUFJTYF 1:L0RI0A WARRANTY DEED THIS INDENTURE Made this 4aay of May 2012, A.D, by DEWEY A. DAVIS, A MARRIED MAN whose post office address is 19440 ,SW 3,9 COURT, MIRAMAR, FL 33029 (hereinafter called the "Grantor"), to IVITLANA HOLDJNGS,LLC, a Delaware Limited Liability Company whose post office address is: C/O M MANAGEMENT 215 Coles Street Jersey City, NJ 07310 (hereinafter called the "Grantee"): {Whenever -used herein the terra 'grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns ofcor-porailons) WITNESSETH, that the Grantor, for and in consideration of the sum of Ten Dollars ($10.00) and other good and valuable consideration to Grantor in Band paid by Grantee, the receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys, and confirms unto the said Grantee and Grantee's hairs, successors and assigns forever, all of that certain land, situate, lying and being in the County ofMiarni-Dade, State of Florida to wit: Lot 10 and the South 'A of Lot 9, less the West 2.50 feet for street, in 'Block 9 of N.W. SEVENTH AVE. ADDITION, according to the Plat thereof, recorded in flat Book 7, Page 36, of the Public Records of Miami - Dade County, Florida, a/k/a: 2151 NW 6" Avenue, Miami, FL 33127 This conveyance is made subject to the following: Easements, rights of way, limitations, reservations, covenants and restrictions of records, if any, which are not hereby being re -imposed; and, Zoning or other regulatory laws and ordinances affecting the land, if any. TOGETHER with all the tenements, lrereditarnents and appurtenances thereto belonging 01 in anywise appertaining. To have and to h.otd, the same its fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority Co sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of ail persons whomsoever; and that said land is free of all encumbrances except taxes accruing subsequent to December 31, 2011. IN WITNESS WHEREOF, the said grantor has signed and sealed these presents the day and year first above written. Signed, sealed and delivered in our presence: [SIGNATURE ON THE F0.1,LOWING PAGE] - Warranty Deed - Page 1 of2 Book28108fPage2000 CFN#20120337911 Page 1 of 2 STATE OF FLORIDA ) ss: COUNTY OF MIAMI-DADE ) OR Bf 2 1OO8 PG 2061 LAST PAGE :wey A bavis, Jacqueline Davis as attorney in fact BEFORE ME, a Notary Public duly authorized to administer oaths and take acknowledgments in the State and County set forth above, personally appeared Jacqueline Davis as Attorney -in -Fact for Dewey A. Davis who is personally known tome or who has produced era 1 t as identification, and she acknowledged before me that she executed the sarne. IN WITNESS WHEREOF, I have hereunto set my hand and aforesaid, this IC day of May, 20.12. Apv rLe , MICHAEL G. SHERMAN a� kn Notary Plank - State of Florida ' `1 NO Ali Y P4 BLIC, STAT _� My Comm. Expires Get 10, 2013 ,h 898693 .. re Bonded T4religh Na4 if Commission tion! Rotary Assn. • Prin any official seal, in the state and county (SEAL) - Warranty Deed - My Commission Expires: ( •- ti -1. Page 2 of 2 Book28108/Page2061 CFN#20120337911 Page 2 of 2 RETURN TO: 111111111111111111111111111111111111111111111 CFH 2012R073504-7 OR Bk 28314 P9s 3112 - 31137 (21,a0 RECORDED 10/ 16/2012 1 0 a 48; 07 DEED DOC TAX 80,00 SURTAX 630.00 HARVEY RUVI4F CLERK OF COURT i1IAPI-1A0E C0UHTYt FLORIDA This instrument prepared by: Mark L. Rivlin, Esq. Mark L. Rivlin, F.A. 1550 Madruga Avenue, Suite 120 Coral Gables, Florida 33146 Tax Folio cumber: 01.-3125O3507O0. WARRANTY DEED THIS WARRANTY DEED made the /0day of October, 2012, by and between Morada Wynwood Holdings, LLC, a Florida limited liability company ("Grantor"), whose mailing address is 866 South Dixie Highway, Coral Gables, Florida 33146, and Milano Holdings, LLC, a Delaware limited liability company ("Grantee"), whose mailing address is c/o M Management, Inc. at 215 Coles Street, Jersey City, New Jersey 07310. WITSSMTH THAT, the Grantor, for and in consideration of the sum of TEN AND NO/00 DOLLARS ($10.O0) and other good and valuable considerations, to it in hand paid by the said Grantee, the receipt whereof is hereby acknowledged, hereby grants, bargains and sells to said Grantee, its successors and assigns forever, the following described real property, located and situate in Miami - Dade County, Florida, to -wit: Lot 41, Block 4, N.W. Seventh Ave. Addition, according to the map or plat thereof, as recorded in Plat hook 7, Page 36, of the Public Records of Miami -Dade County, Florida. This conveyance is subject to the following: 1. Taxes for the year 2012, and subsequent years. 2_ Conditions, restrictions, limitations, agreements and easements of record, if any; but this provision shall not operate to reimpose the same. 3. Zoning and other governmental regulations. Page 1 of 2 Book283141Page3112 CFN#20120735047 Page 1 of 2 OR Biv 28314 PG 3113 LAST PAGE TOGETHER, with all the tenements, hereditaments, and appurtenances thereto belonging to or in anywise appertaining. TO HAVE AND TO MOLD, the same in fee simple forever. And the Grantor does hereby covenant with said Grantee that the Grantor is lawfully seized of said land in fee simple; that the Grantor has good title and lawful authority to sell and convey said land; that the Grantor does hereby fully warrant the title to the property hereby conveyed and will defend the same against the lawful claims of all persons whomsoever, IN WITNESS WHEREOF, Grantor has caused this Warranty Deed to be executed the day and year first above written. Signed, sealed and delivered in nor presence: Printed Name: Printed Paine: STATE OF FLORIDA COUNTY OF MIAMI-DADE Ora- Morada AT rnwocd Holdings, LLC a Flor . da lit t e, liability company Deb _ p#' Jr , Managing Member 866.Sout Dixie Highway Cora +ales, FL 33146 By: The foregoing instrument was acknowledged before me this /4 day of October, 2012, by Debra Scholl, as Managing Member of Morada Mynwood Holdings, LLC, a Florida limited liability company, on behalf of the company, who is ers or has produced as identification and did/did not take an oath. 1H-21MORADAWYNWOOD. WD Printed Name: -c State of Florida scion■r •`r° L. HFVLIN �otiry Pubtic - State of ✓:tortda f. R' � �:a y Comm. !expires Apr 7, 2Ut 4 4„ FL6 owoJsston DD 888t141 "r Banded Through Wow Mary Assr:. Page 2 of 2 Book28314/Page3113 CFN#20120735047 Page 2 of 2 Prepared by and return to: Ivonne A. Montero Legal Assistant Grueninger Law Group, P.A. 267 Minorca Avenue, Suite 100 Coral Gables, FL 33134 305-444-7442 File Number: 12-1069 Will Call No.: Parcel Identification No. 01-3125-035-2390 [Space Above This Line For Recording Data] Warran Deed (STATUTORY FORM - SECTION 689.02, P.S.) 111111111111.11111111111111111111I11fl1111 II1 CFN ` 012R030070E3 OR $k 28089 Pas 3405 — 3406; (2vas) RECORDED 04127/2012 11:05:51 DEED 01C TAX 270.00 SURTAX 202.50 HARVEY RUVINt CLERK OF COURT 11Isl11I—DADE COUNTY, FLORIDA This Indenture made this 26th day of April, 2012 between Dunbar Real Estate Group, Inc,, a Florida corporation whose post office address is 1070 Lugo Avenue , Coral Gables, FL 33156 of the County of Miami -Dade, State of Florida, grantor*, and Milana Holdings, LLC, a Delaware Limited Liability Company whose post office address is 21.5 Coles Street, Jersey City, NJ 07310 of the County of Hudson, State of New Jersey, grantee*, Witnesseth that said grantor, for and in consideration of the sum of TEN AND NO/100 DOLLARS ($10.M) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, Iying and being in Miami -Dade County, Florida, to -wit: Lots 4 and 5, Block 13, NORTHWEST 7TH AVENUE ADDITION, according to the Plat thereof, recorded in Plat Book 7, Page 36, of the Public Records of Miami -Dade County, Florida. crj �-- t0 co) U CO H W W cr} - r• U7 W � H and said grantor does hereby fully warrant the title to said land, and will defend the same against lawful claims of all persons H ,e whomsoever. H f C7 z 1 "Grantor" and "Grantee" are used for singular or plural, as context requires. m 0 In Wunless Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. • 0 P4 Ei W Subject to taxes for 2012 and subsequent years; covenants, conditions, restrictions, easements, reservations and limitations of record, if any. DaubleTime. B©ak28089IPage3405 CFN#20120300708 Page 1 of 2 Signed, sealed and delivered in our presence: Witns;L !` Witness N State of Florida County of Miami -Dade Dun By. c (Corporate Seal) OR BK 2 089 PG 3406 EAST PAGE to Group, Inc., a Florida corporation nzalez, President The foregoing instrument was acknowledged before me this 26th day of April, 2012 by Carlos .l Gonzalez of Dunbar Real Estate Group, Inc., a Florida corporation, on behalf of the corporation. Ple personal]y known to me or [X] has produced a driver's license as identification. [Notary Seal] Warranty Deed (Statutory Form) - Page 2 Public Printed Name: My Conunission Expires: DoubleTimem Book28089/Page3406 CFN#20120300708 Page 2 of 2 C.) z H r C.1 to H f (ID H f- fLI i.7 bd c0 RETURN TO• Prepared by: Andrew E. Feldmann Feldman & van der Vlugt, 1111 Kane Concourse - Suite 200 Bay Harbor Islands, FL 33154 305-865-5718 File Number: 12-0209 MRKT Will Call No.: [space Above This Line For Recording Data] Warranty Deed 11l11I11111 hill 111I1111111111111111 IIII I111 C:FI4 2O12RO372993 OR Bk 28125 Pas 1494 -- 14951 (2as0 RECORDED 05f25/2012 12=06e16 DEED DIIC TAX 900,00 SURTAX 675.00 HARVEY R1J1IN>' CLERK OF COURT i'lMANI-DADE COUNTYr FLORIDA This Warranty Deed made this Z'4 day of May, 2012 between MR.KT Inc., a Florida corporation whose post office address .is 250 NW 23rd Street, Ste. 404, Miami, FL 33127, grantor, and Milana Holdings, LLC, a Delaware limited liabil##y company whose post office address is 215 Coles Street, Jersey City, NJ 07310, grantee: (Whenever used herein the terms "grantor" and "grantee" include all the parities to this instrument and Inc heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporations, trusts and trustees) Witnesseth, that said grantor, for and in consideration of the sum of TEN AN.D NOI100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida to -wit: Lot 12, Block A, of N.W. SEVENTH AVE. ADDITION, according to the Plat thereof, recorded in Plat Rook 7, Page 36, of the Public Records of Miami -Dade County, Florida. Parcel Identification Number: 01-3125-035-3020 SUBJECT TO: 1) Taxes for the year 2012 and subsequent years and all applicable zoning ordinances and governmental regulations. 2) Conditions, restrictions, limitations, and easements of record, if any, but without the intention of reimposing saute. Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining, To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and wit/ defend the same against the lawful claims of ail persons whomsoever; and that said land is free of all encumbrances, except taxes aceniing subsequent to December 31, 2010. In Witness Whereof, grantor has hereunto set grantor's hand and seat the day and year first above written. DoubleThnom Book281251Page1494 CFN#20120372993 Page 1 of 2 Signed, seated and delivered in our presence: By. Witness Name: r } 1(w Ww,-% OR BK. 2 125 PG 1495 LAST PAGE KT inc., a Ploy' corporation �eppelman, P "dent (Corporate Seam State of Florida County of Miami -Dade The foregoing instrument was acknowledged before me this 23rd day of May, 2012 by Ben Coppelman, President of MRKT, Inc., a Florida corporation, on behalf of the corporation. He/she [__) is personally known to me or {XI has produced a driver's license as identification. [Notary Seal] Warranty Deed - Page 2 Notary Public Printed Name: My Commission Expires: A140lRt k f LZT �+rs 1 DoubieTI moa Book28125/Page1495 CFN#20120372993 Page 2 of 2 H rn P1 owP z0-4 ul w � HFr H w C7 E 2,-1 O ft KC r.t 0 6-1 • This instrument prepared by: Mark L. Rivlln, Esq. Mark L. Rivlin, P.A. 1550 Madruga Avenue, Suite 120 Coral Gables, Florida 33146 Tax Folio Number(s): 01-3125-035-3000; 01--3125-035-1520; 01-3125-035-1160; 01-3125-035-1170. WARRANTY DEED 1111111 I111I III11 I1I1111111 IIII1111I111II 11I1 OR Bk 27897 Pgs 3193 -- 3195; (3P9s) RECORDED 11/17/2011 12113:333 DEED DOC TAX 1F215.130 SURTAX 911.25 HARVEY RUVINF CLERK OF COURT MIAMI--DAD COMM FLORIDA THIS WARRANTY DEED made the /If day of November, 2011, by and between Morada Wynwood Holdings, LLC, a Florida limited liability company ("Grantor"), whose mailing address is 866 South Dixie Highway, Coral Gables, Florida 33146 and Milana Holdings, LLC, a Delaware limited liability company ("Grantee"), whose mailing address is c/o M Management, Inc. at 215 Coles Street, Jersey City, New Jersey 07310, W 1 'T' .N E S S E T 11 : THAT, the Grantor, for and in consideration of the sum of TEN AND NO/00 DOLLARS ($10.00) and other good and valuable considerations, to it in hand paid by the Grantee, the receipt whereof is hereby acknowledged, hereby grants, bargains and sells to Grantee, its successors and assigns forever, the following described real property, located and situate in Miami - Dade County, Florida, to -wit. See Exhibit "A" attached hereto and made a part hereof. This conveyance is subject to the following: 1. Taxes for the year 2011, and subsequent years. 2, Conditions, restrictions, limitations, agreements and easements of record, if any; but this provision shall not operate to reimpose the same. 3. Zoning and other governmental regulations, 4 Purchase money First Mortgage and Security Agreement from Grantee to Grantor. Page 1 of 2 Book27897/Page3193 CFN#20110775658 Page 1 of 3 The Grantor does hereby fully warrant the title to the real property hereby conveyed and will defend the same against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF, Grantor has caused this Warranty Deed to be executed the day and year first above written. Signed, sealed and delivered In our presence: ate^-.ze Printed Name:C-14/'L/L.4.--, Printe Nate: CAN- STATE OF FLORIDA COUNTY OF MIAMI--DADE Morada Wynwood Holdings, LLC, a Florida limited liability company By: Debra :: o %+ naging i ember 866 Sou i H shway Coral Gables, Florida 33146 The foregoing instrument was acknowledged before me this i` day of November, 2011, by Debra Scholl, Managing Member of Morada Wynwood Holdings, LLC, a Florida limited liability company, on behalf of the company, who is personally known to me or who has produced as identification and did/did not take an oath. My Commission Expires: 1NISCM-z ;wYN4rOOD.47D. DOG FrA. Noll" Sty Facie 2 of 2 w� = y PiItalic - Slate of Florida y Comm. Expires Apr 7, 2014 1 tgrimIsslon Ai AD 980047 FEVOPE lid Nafionai Notary Assn. 1 Book278971Page3194 CFN#20110775558 Page 2 of 3 EXHIBIT "A" PARCEL 1: OR E3K 27897 PSG 3195 LAST PAGE Lot 9 in Block "A" of N.W. SEVENTH AVE. ADDITION, according to the Plat thereof as recorded in Plat Book 7, Page 36, attic Public Records of Miami -Dade County, Florida. and PARCEL 2: Lot 6 in Block 9, of N. W. SEVENTH AVE. ADDITION, according to the Plat thereof as recorded in Plat Book 7, Page 36, of the Public Records of Miami -Dade County, Florida. and PARCEL 3: Lot 8 in Block 6 of N. W. SEVENTH AVE. ADDITION, according to the Plat thereof as recorded in Plat Book 7, Page 36, of the Public Records of Miami -Dade County, Florida. and PARCEL 4: Lot 9 in Block 6 of N.W. SEVENTH AVE. ADDITION, according to the Plat thereof as recorded in Plat Book 7, Page 36, of the Public Records of Miami -Dade County, Florida. Miscm-zJWYNWOOD-EXHIBITA Book27897/Page3195 CFN#20110775658 Page 3 of 3 'reRared By and Return To: Thomas G. Sherman, PA. 90 Almeria Avenue Coral Gables, FL 33134 Property Appraisers Parcel Identification (Folio) Number: 1111111 H111111111II I111111 II III 11111111I 1III 01-3125-035-1110 01-3125-035-1120 01-3125-035-1130 SPACE ABOVE E FII8 LINE FOR RF_COItDING DATA CFI-4 2011 R0887572 OR Bic 27P57 P a. 2418 -- 2419; 12ass) f:EC0R0E€) 10/13/2011 11117:33 DEED DOG TAX S10,00 SURTAX 607.50 HARVEY Rt1UIN: CLERK OF COURT 111At'1I-0ADE COUNTY? FLORIDA WARRANTY DEED Made this day of August, 2011, A.D. by STRATOCASTER PROPERTIES, LLC, A FLORIDA LIMITED LIABILITY COMPANY whose post office address is 1111 Kane Concourse, Unit # 301, Bay Harbour Islands, FL 33154 (hereinafter called the "Grantor"), to MILANiAHOLDINGS, LLC a Delaware Limited Liability Company whose post office address is: 215 Cgles Street, Jersey City, FL 07310 (hereinafter called the "Grantee"): (Whenever used herein the term 'grantor" and 'grantee" include all the parties to this instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations) W1TNESS1:TH, that the Grantor, for and in consideration of the sum of Ten Dollars ($10.00) and other good and valuable consideration to Grantor in hand paid by Grantee, the receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys, and confirms unto the said Grantee and Grantee's heirs, successors and assigns forever, all of that certain land, situate, lying and being in the County of Miami -Dade, State of Florida to wit: Lots 1, 2, 3, 4, and 5, in Block 6, of N.W. SEVENTH AVE. ADDITION, according to the Plat thereof, recorded in Plat Book 7, Page 36, of the Public Records of Miami -Dade County, Florida. alkla: 2150 NW 5'1' Court, 2160 NW 54' Court and 2175 NW 51€' Court, Miami, FL 33010 This conveyance is made subject to the following: 1. Easements, rights of way, limitations, reservations, covenants and restrictions of records, if any, which are not hereby being re -imposed; and, 2. Zoning or other regulatory laws and ordinances affecting the land, if any. TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To have and to hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said sand is free of ail encumbrances except taxes accruing subsequent to December 3 1, 2010. IN WITNESS WHEREOF, the said grantor has signed and sealed these presents the day and year first above written_ Signed, sealed and delivered in our presence: 'SIGNATURE ON THE FOLLOWING PAGE) - Warranty Deed - Page 1 of 2 Book27857IPage2418 CFN#201108.87572 Page 1 of 2 N wi a. ness a ie: Witness Name: roo a. STATE OF FLORIDA al F COUNTY OF MIAMI-DADE C3J STRATOCASTER PROPERTIES, LLC A F IRIDA LIMI%'ED LIABILITY COMPAN Av: ) ss: ) omas Telesco, as Operating Manager BEFORE ME, a Notary Public duly authorized to administer oaths and take acknowledgments in the State and County set forth above, personally appeared Thomas Telesco as Operating Manager of STRATOCASTER PROPERTIES, LLA FLORIDA LIMITED LIABILITY COMPANY who is personally known to me or who has produced as identification, and she acknowledged before me that she executed the same. IN WITNESS WHEREOF, l have hereunto set my hand and affixed my official seal, in the state and county aforesaid, this 6`u day of August, 2011. YNCH k(Y Co%MSSIdEE 118447 .. -'4� i XNIAES:Augusl2, 2015 cxmsTF &MedTdge,lb(wy, rtrSus ces (SEAL) Print Name: My Commission Expires: Warranty Deed - Page 2 of 2 Book278571Page2419 CFN#20110687572 Page 2 of 2 r Prepared BY and Return To: 11111111111111111111111111111111111111311111 'Onion Title Services, Inc. C= F- I+I 2 rvc 1 11"i Ct 8.. 6 71 1 90 Almeria DR Bk 27937 Pss 0060 - 63; t4ass} Gables, ables, FL 33134 RECORDED 12/21/2011 13 t 36:25 GEED DOC TAX 2t198.+41 SURTAX 1r648,4.4 Property Appraisers ] areef HARVEY FUVIth CLERK OF COURT MIAMI-DADE COUNTY, FLORIDA Identification (Folio) Number: 01-3I25-035-1180; 01-3125-035-1470 01.3 1 25-035-1480; 01-3125-035-1540 01-3125-035-1540; 01-3125-035-1510 01-3125-035-2380; 01-3125-035-1490 SPACE ABOVE THIS LINE FOR RFCORDING DATA WARRANTY DEED Made this 25 day of December, 2011, A.D. by FRONTIER FUELS, INC., A WYOMING CORPORATION, INDIVIDUALLY AND AS TRUSTEE (as to parcels 1-5) and FRONTIER FUELS, INC, A WYOMING CORPORATION (as to parcel 8), whose post office address is: 1507 Lank 1ian Ct., Cieeyetnie, WY 82007, BULLETCEMENT CORPORATION, A FLORIDA CORPORATION A,'K/A BULLET CEMENT COMPANY, INDrVIDUALLY AND AS TRUSTEE, (as to Parcel 6), whose post office address is: P:O. BQX 144097. CORAL GABLES, FL 33114 , CLAVER VALLEY COMPANY, A FLORIDA CORPORATION, IN3DiVWEIALLY AND AS TRUSTEE, , (as to Parcel 7, who post office address is; 360 Greco Avert4ey. Suite If 205, Cora] Gaj.3les,FI:, 33146 (hereinafter collectively called the "Grantors"), to M. LANA I4OLDIPIGS, LI:C, a Delawaro Limited Zaabilit ' Company whose post office address is: 215 Codes Street, Jersey City, FL 0731Q (hereinafter called the "Grantee"): (Whenever used herein the term 'grantor" and "grantee" include al! the parties to this instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations) WITNESSETH, that the Grantor, for and in consideration of the sum of Ten Dollars (S10.00) and other good and valuable consideration to Grantor in hand paid by Grantee, the receipt whereof is hereby acknowledged, hereby grants, bargains, se1Is, aliens, remises, releases, conveys, and confirms unto the said Grantee and Grantee's heirs, successors and assigns forever, ail of that certain land, situate, lying and being in the County of Miarni-Dade, State of Florida to wit: SEE LEGAL DESCRIPTION ATTACHED HERETO AS EXHIBIT "A" This conveyance is made subject to the following: 1. Easements, rights of way, limitations, reservations, covenants and restrictions of records, if any, which are not hereby being re -imposed; and, 2, Zoning or other regulatory taws and ordinances affecting the land, if any. TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To have and to hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey Said tend; that the grantor hereby fully warrants the title to said land and will defend the same against the (awful claims of all persons whomsoever; .and that said land is free of all encumbrances except taxes accruing subsequent to December 31,2011. IN WITNESS WHEREOF, the said grantor has signed and sealed these presents the day and year rust above written. Signed, sealed and delivered in our presence: - Warranty Deed - FRONTIER FUELS, INC. , A WYOMING CORPORATION, INDIVIiT , . ... r = AS TRi3S c?YYya •$"' ' STEP r' SONSO Page 1 of4 President B©ok27937/Page60 CFN#20110856711 Page 1 of 4 STATE OP } ) COUNTY OF kt�S\\\{'{\) BEFORE ME, a Notary Public duty authorized to administer oaths and take acknowledgments in the State and County set forth above, personally appeared STEPHEN SONSON, as President of FRONTIER FUELS, INC., a Wyoming Corporation, INDIVIDUALLY AND AS TRUSTEE, who to personally known to me or who has produced ` OL es identification, and she acknowledged before rue that she executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, in the state and county aforesaid, this 52 day of December, 20l1. TIFFANY S. BROWN Notary Public STATE OF TEXAS. tt4y COMM. Exp. 02-1 t-1 t (SEAL) xfamy1AT NOTAIt FIIBL STATE OFF <: 1 t C�<A9 Print Name: ,..... raj �� .�....::... ..... .... My Commission Expires: 2- 1 CLAVER VALLEY COMPANY A FLORIDA CORPORATION, INDIVIDlJAL Sf AI D AS TR[$TEE STEP` SONSON, President LWitna s Na>nt:r=i.c�v rw STATE OF FL€RID* y aO.S ) ) ss: COUNTY OF M E BEFORE ME, a Notary Public duly authorized to administer oaths and take acknowledgments in the State and County set forth above, personally appeared STEPHEN SONSON, as President of CLAVER CALLEY COMPANY, A FLORIDA CORPORATION, INDIVIDUALLY AND AS TRUSTEE, who is personally known to me or who has produced as identification, and she acknowledged before me that she executed the same. IN WI 'ESS WHEREOF, I have hereunto set my hand and affixed my official sezi, in the state and county aforesaid, this day of December, 20I I. TIFFANY S. BROWN Notary Public STATE OF TEXAS Comm. Exp. 02-11-15 (SEAL) NOT Y PUIMdC,, STATE� FDA-FLS Print Name: -\ .f\ My Commission Expires; G - 1 \C" - Warranty Deed - Page 2 of 4 Book279371Page61 CFN#20110856711 Page 2 of 4 BULLET CEMENT CORPORATION , A FLORIDA CORPO �ILW 1 S 4ME1I COMPANY,INDiESTE FROPresident STATE OF FLORIDA ) ) ss: COUNTY OF MIAMI-DARE ) BEFORE ME, a Notary Public duly authorized to administer oaths snd take acknowledgments in the State and County set forth above, personally appeared RALPH DEFRONZO as President of BULLET CEMENT CORPORATION A FLORIDA CORPORATION, AJK/A BULLET 9EMENT CQMPAN}' , NDIVIDUALLY AND AS TRUSTEE who is personally known to me or who has produced (/y�j / i(IS ( as identification, and she acknowledged before me that she executed the same. IN WITNESS WHEREOF, 1 have hereunto set my hand and affixed my official seal, in the state and county aforesaid, this __ day of December, 2011. toI1YY¢t ffE GASTRO YAIDES _. �]YmhN65510HPD082;::f 714 EXPIRES: Namaaer 13, 2212 Bm6cdTQvay* NoGtrserfts UBLIC, STATE OF FLORIDA Mazyvel De Castro Valdes My Commission Expires: (SEAL) - Warranty Deed - Page 3 of 4 Book279371Page62 CFN#20110856711 Page 3 of 4 OR L3$: 27937 PG 0063 L_A PAGE EXHIBIT "A" Pa Ltd 1 Lot 10, Block 6, N.W. Seventh Ave, Addition, according to the snap or plat thereof, as recorded in Plat Book 7, ' Page(s) 36, of the Public Records of Miami -Dade County, Florida. Folio No.: 01-3125-035-1180; Parcel 2 Lot t, Block 9, N.W. Seventh Ave. Addition, according to the map or plat thereof, as recorded in Plat Book 7, Page(s) 36, of the Public Records of Miami -Dade County, Florida, Folio No.: 01-3125-03.5-1470 Parcel 3 Lot 2, .Block 9, N.W. Seventh Ave. Addition, according to the map or plat thereof as recorded in Plat Book 7, Page(s) 36, of the Public Records of Miami -Dade County, Florida. Folio No.: 01-3125-035-1480 Parcel 4 Lot 4, Block 9, N.W. Seventh Ave. Addition, according to the map or plat thereof, as recorded in Plat Boak 7, Page(s) 36, of the Public Records of Miami -Dade County, Florida. Folio No.: 02-3125-035-1500 Parcel S Lot 8 and the North 1/2 of Lot 9, LESS the West 7.5 feet of the North 8 feet of Lot 8, Block 9, N.W, Seventh Ave. Addition, according to the map or plat thereof, as recorded in Plat Book 7, Page(s) 36, of the Public Records of Miami Dade County, Florida. Folio No.: 01-3125-035-1540 Parcel 6 Lot 5, _Block 9, N.W. Seventh Ave., Addition, according to the map or Plat thereof, as recorded in Plat nook Page 7, Page(s) 36 of the Pubiio Records of Miami -)Dade County, Florida. Folio No.: 01 3125-035-1510 Parcel 7 Lot 3, Block 13, N,W. Seventh Ave. Addition, according to the map or plat thereof, as recorded in Plat Book 7, Page(s) 36, of the Public Records of Miami -Bade County, Florida. Folio No.: 01-3125-035-2380 Pare el 8 Lot 3, Block 9, N.W. Seventh Ave, Addition, according to the map or Plat thereof, as recorded in Plat Book 7, Page(s) 36, of the Public Records of Mtatni-Dade County, Florida. Folio No.: 01-3125-035-I490 - Warrant), Deed - Page 4 of 4 Book27937IPage63 CFN#20110856711 Page 4 of 4 11111111111111111111111111111111111111311 111 U z r• 'a Ctz T'- • W cn - oa -1F4• a H H (1Q H 04 4 Cx C CD g H al G3 i} RETURN TO: This instrument prepared by: Marls L. Rivlin, Esge Mark L. Rivlin, P.A. 1550 Madruga Avenue, Suite 120 Coral Gables, Florida 33146 Tax Folio Number: 01-3125-033-0600. WARRANTY DEED CFi 2'012R0719614 OR Bk 28306 Pis 1592 - 1593; (2v90 RECORDER 10/10/2012 11032!37 DEED DOC TAX 3s336.00 SURTAX 2e502.00 HA1VEY RUVINt CLERK OE COURT 1110I-LADE COUNTY? FLORIDA THIS WARRANTY DEED made the 2day of October, 2012, by and between Baldomero R. Luis, a single man ("Grantor"), whose mailing address is PO Box 402202, Miami Beach, Fla 33140, and Milana Holdings, LLC, a Delaware limited liability company ("Grantee"), whose mailing address is 215 Coles Street, Jersey City, New Jersey 07310. WITNESSETH THAT, the Grantor_, for and in consideration of the sum of TEN AND NO/00 DOLLARS ($10,00) and other good and valuable considerations, to him in hand paid by the said Grantee, the receipt whereof is hereby acknowledged, hereby grants, bargains and sells to said Grantee, his heirs, successors and assigns forever, the following described real property, located and situate in Miami -Dade County, Florida, to -wit: Lot 30, Block 4 of N.W. Seventh Ave. Addition, according to the plat thereof, as recorded in Plat Book 7, Page 36, of the Public Records of Miami -Dade County, Florida This conveyance is subject to the following: 1. Taxes for the year 2012, and subsequent years. 2.. Conditions, restrictions, limitations, agreements and easements of record, if any; but this provision shall not operate to reimpose the same. 3. Zoning and other governmental regulations. 4. Purchase Money First Mortgage and Security Agreement from Grantee to Grantor. Page 1 of 2 Book28306/Page1502 CFN#20120719614 2- Page.1 of 2 3R w K 28306 PG 1593 LAST PAGE TOGETHER, with all the tenements, hereditaments, and appurtenances thereto belonging to or in anywise appertaining. TO HAVE AND TO HOLD, the same in fee simple forever. And the Grantor does hereby covenant with said Grantee that the Grantor is lawfully seized of said land in fee simple; that the Grantor has good title and lawful authority to sell and convey said land; that the Grantor does hereby fully warrant the title to the property hereby conveyed and will defend the same against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF, Grantor has caused this Warranty Deed to be executed the day and year first above written. Signed, sealed and delivered in our presence: � -t-Jlti Baldomero R.Luis STATE OF FLORIDA CITY OF MIAMI--DADE .The foregoing instrument was acknowledged before me this day of October, 2012, by Baidoniero R. Luis, a single who is personally known to me or did produce,, as identification and did/did not take an oath. \m-2\LUIS.wd3 Page man, Printed Name: Notary Public State of Florida at Large My Commission Expires p MARK L RIVLUN Notary Nino - State of Florida F. My Comm. Expires Apr 7, 2014 ,..- . Commission .# E D 380047 Bonded Through National Notary Ass Book28306/Page1503 CFN#20120719614 Page 2 of 2 SPECIAL AREA PLAN APPLICATION DISCLOSURE OF OWNERSHIP 9. List the owner(s) of the subject property and percentage of ownership. Note: The Miami City Code requires disclosure of all parties having a financial interest, either direct or indirect, with respect to a presentation, request or petition. Accordingly, disclosure of shareholders of corporations, beneficiaries of trusts, and/or any other interested parties, together with their address(es) and proportionate interest are required. Please supply additional lists, if necessary. Owner's Name(es) Malux Realty, LLC Percentage of Ownership See attached ownership breakdown Subject Property Address(es) 2337 NW 5 Avenue 10. List all street address(es) and legal description(s) of any property located within 500 feet of the subject property owned by any and all parties listed in question #1 above. Please supply additional lists, if necessary, Street Address(es): MON-14e_ Al,mti Owner(s) or Attorney Name STATE OF FLORIDA -- COUNTY OF MIAMI-DADE The_foregoing was acknowledged before me this 20 r j , by F')? (S#W Mitgit who is a(n) individual/partner/agent/corporation of individual/partnership/corporation. He/Sheis as identification and who di_ d Legal Description(s): Owner(s) orttorn-.- •nature (Stamp) MIA 184571351v1 day of Signature C a(n) who has produced L4; ` 'µ G. SHERMANI yr 5 S { *= MY COMMISSION # E 132544 ' EXPIRES: September 21, 2015 Bonded Thru Notary Public Underwriters - ter°'. J1 0 r '}7 CITY OFMJAMI I DISCLOSURE OF CONSIDERATION PROVIDED OR COMMITTED FOR AGREEMENT TO 4` ' SUPPORT OR WITHHOLD OBJECTION The City of Miami requires any person or entity requesting approval relief or other action from the City Commission or any of its boards, authorities, agencies, councils or committees, to disclose at the commencement (or continuance) of the hearing(s) on the issue, any consideration provided or committed, directly or on its behalf, to any entity or person for an agreement to support or withhold objection to the requested approval, relief or action. "Consideration" includes any gift, payment, contribution, donation, fee, commission, promise or grant of any money, property, service, credit or financial assistance of any kind or value, whether direct or implied, or any promise or agreement to provide any of the foregoing in the future. Individuals retained or employed by a principal as a lobbyist as defined in See. 2-653, and appearing before the City Commission or any of its boards, authorities, agencies, councils or committees solely in the capacity of a lobbyist and not as the applicant, or owners' legal representative are not required to fill out this form. NAME: HOME ADDRESS: (First Name) (Middle) (Last Name) (Address Line 1) (Address Line 2) CITY: STATE: Florida ZIP: DME PHONE: CELL PHONE: FAX: EMAIL: BUSSINESS or APPLICANT or ENTITY NAME BUSINESS ADDRESS: Malux Realty, LLC c/o Mana Wynwood 318 NW 23 Street (Address Line 1) Miami, Fl 33127 (Address Line 2) I. Please describe the issue for which you are seeking approval, relief or other action from the City Commission, board, authority, agency, council, or committee. Approval for Mana Wynwood District Special Area Plan. 2. Has any consideration been provided or committed, directly or on your behalf, to any entity or person for an agreement to support or withhold objection to the requested approval, relief or action? n YES 0 NO If your answer to Question 2 is No, do not answer questions 3, 4 & 5 proceed to read and execute the Acknowledgment. If your answer to Question 2 is Yes, please answer questions 3, 4 & 5 and read and execute the Acknowledgement. Doc. No.:86543 3. Please provide the name, address and phone number of the person(s) or entities to whom consideration has been provided or commiticd. Name Address Phone# g. n/a v. c. * Additional names can be placed on a separate page attached to this form. 4. Please describe the nature of the consideration. n/a 5. Describe what is being requested in exchange for the consideration, n/a ACKNOWLEDGEMENT OF COMPLIANCE I hereby acknowledge that it is unlawful to employ any device, scheme or artifice to circumvent the disclosure requirements of Ordinance 12918 and such circumvention shall be deemed a violation of the Ordinance; and that in addition to the criminal or civil penalties that may be imposed under the City Code, upon determination by the City Commission that the foregoing disclosure requirement was not fully and timely satisfied the following may occur: 1, the application or order, as applicable, shall be deemed void without further force or effect; and 2, no application from any person or entity for the same issue shall be reviewed or considered by the applicable board(s) until expiration of a period of one year after the nullification of the application or order. 1 PERSON SUBMITTING DISCLOSURE: Signature MO f6.f /1'+-i "''j 1 Print Name Sworn to and subscribed before me this If( day of , 2000 . The foregoing instrument was acknowledged before me by J14 $ & / ,t it , wl._ as produced as identification and%or,is ersonally known to me d who di did not i•ke an oath. STATE OF FLORIDA, CITY OF M.IAMl v''y'. T OMASG.SHERMAN ' � MY COMMISSION EXPIRES: ..___...._._.._.___._.___ = MY COMMISSFON4EE 132544 ''=, . " EXPIRES: Soptttriber 21, 2015 .. . `fi` Bonded Thru Notary Public Unden+r?ters Pr Enclosure(s) Doc. No.:86543 Page 2 ORGANIZATIONAL CHART, MALUX REALTY, LLC Moishe Mana 99% Moishe Mana 100 % Malux Holdings Corp. a Delaware corporation Managing Member i� Malux Realty, LLC a Delaware limited liability company FEI #: 47-3368686 aif CFN: 20150188691 BOOK 29548 PAGE 4299 DATE:03f241201 5 08:42:38 AM DEED DOC 0.60 SURTAX 0.45 HARVEY RUVitst, CLERK OF COURT, MIA-DADE CTY PREPARED BY AND WHEN RECORDED RETURN TO: Fra?i �Suiniit t' rktr_ f,sy. 7 ire Law• Of0 ccs *law Midnick t <'•rker; 835. ; lewark.Avenuc .ters::y City. NJ 07306 _; c . 212-647-73 )2 Parcilt I.D. 01-3I 2S-034-0250 SPECIAL WAlfiRANTY DEED THIS SPECIAL WARRANTY DEED made as of the i 8 day of Match MI5,. by MELANIE HOLDINGS. LLC, a Delaware limited liability company, as Grantor, whose address is cto Maria Wynwoad, 318 NW 231 Street, Miami, Florida 33127, to Maltzx Realty., I..I,C, a Delaware limited liability company as Grantee, whose address is c/o -Maas Wynwood, 318 NW 23rd Street, -Miami, Florida 33127, .74 m -'g I a, ZThe Grantor,for and in consideration of the sum of ONE DOLL, (81.00) and other good w 7. and valuable consideration to said Grantor in hand paid by said Grantee, the receipt. and ` sufficiency- whereof is :hereby acknowledged, grants, bargains and sells to Grantee, and -kg Grantee's legal representatives, suce s ors and assigns forever, that certain_ real property, .c situated in Miami -Dade County, Florida as more particularly described. .on Exhibit A . attached hereto and made a part hereof by this reference. ?8 # a ,TI'I ESSETH: NOTE TO TIIE.'i CLERK: NO DOCUMENTARY STAMP TAX IS DUE rl T CONNECTION WITH THIS DEED PURSUANT TO KS. SECTION 201.02 AS THE, GRANTEE AND THE GRANTOR.UAVF IDENTICAL BENEFICIAL OWNERSHIP. SUBJECT TO taxes and assessments for the year, 2015 and all subsequent years; all applicable governmental, zoning and land use ordinances, restrictions, and prohibitions and other requirements imposed by govern rental authority; and easements of record. TOGETHER. WrI:'l l all the tenements, hcreditainents and appurtenances thereto belonging or in anywise appertaining. TO HAVE AN "1"0 HOLD the above described Property, with the appurtenances, onto the said Grantee, its success -tits and assigns, in fee simple forever. AND GRANTOR does hereby fully wan ant the title to the above -described Property and will defend the same against the lawful elk -tilts o.f'all persons claiming by, through or under Grantor, kg no other. (Signature appears on next page) Page 1 of CFN: 20150188691 BOOK 29548 PAGE 4300 IN WITNESS WHEREOF, the Grantor has caused this Warranty Deed to be executed on the day and year first above written. WITNESSED BY: Warne:' ' STATE OF FLORIDA COUNTY OF MIAMI-DADE ) ) By, GRANTOR: MELANIE HOLDINGS, LLC. a Delaware limited liability company f✓ Mo sl T Manager The foregoing instrument was acknowledged before inc this..jF day of March 2015, by M.oi the Ivlana, who acknowledged before me that he executed the foregoing instrument as the Manager of Melanie Finiciings, LLC, a Delaware limited liability company, on behalf of said company. He is personally known X OR has .; T-y e of -I ntific{ #its ciuc WITNESS my hand and official seal this 1 "= day of March 2.015. 0,13.1;•N Jay Chung x' Comiri$ iW;#FFO922.39 i=xpfteS E 8.12,2Qt8 Page 2 of3 NOTARY PUBLIC My Commission Expires: T F �z ay (NOTARY SEAL) U CFN: 20150188691 BOOK 29548 PAGE 4301 EX}HBIT A Legal Description of Real Prsv Lots 26, 27, 28, 29 and 30, tess the North 10,00 feet and Lots 66, 67, 68, 69 and 70, less the South 10.00 feet in Block 19, of CORRECTED MAP OF SPAULDING SUBDIVISION, according to the plat thereof„ as recorded in PM Book 3; Page 161, of the Public Records of Miami -Dade County, Florida. Page 3 of 3 AREA PLAN APPLICATION DISCLOSURE OF OWNERSHIP List fhe owners) of the subject property and percentage of ownership. Note: The Miami City Code legU es;:di dlosure of all parties having a financial interest, either direct or indirect, with respect to a presentation, request or petition. Accordingly, disclosure of shareholders of corporations, beneficiaries of trusts, and/or any other interested parties, together with their address(es) and proportionate interest are required. Please supply additional lists, if necessary. Owner's Name(es) Melanie Holdings, LLC Percentage of Ownership See attached ownership breakdown Subject Property Address(es) 550 NW 24 Street, 2320, 2300, 2308, 2324, 2330 and 2380 NW 5 Avenue, 567, 490, 518, 514 and 508 NW 23 Street, 435 and 587 NW 22 Street 8. List all street address(es) and legal description(s) of any property located within 500 feet of the subject property owned by any and all parties listed in question #1 above. Please supply additional lists, if necessary. Street Address(es): None %// Owner(s) or iley Name STATE OF LORIDA -- COUNTY OF MIAMI-DADE The foregoing was acknowledged before me this 20 CS , b who is a(n) ndividualartnerlagentlpr oration of s •ersonalf Legal Description(s): Owner(s /N day of rney Signature Cc T,a8s,.r,- individuallpartnershi c orate . Sh as -Identification an who did (difzi=not)take an oath. ktRil Nd wn to me (Stamp) MIA 1845713510 luoviv10NN0HV'd'm,•iwn,,� 910Z `ZI'MA :sal dx3';���✓� 6£ZZ60.H# uoiSSiUJWOO 2unt40Aef Sign re s I!' (i a(n) as -produced Jay Chung Commissian # FF 092239 Expires, FEB.12,2018 WWW.AARONNOTARY,com ir[al tA.Alrl CITY OFMIAMI DISCLOSURE OF CONSIDERATION PROVIDED OR COMMITTED FOR AGREEMENT TO SUPPORT OR WITHHOLD OBJECTION The City of Miami requires any person or entity requesting approval relief or other action from the City Commission or any of its boards, authorities, agencies, councils or committees, to disclose at the commencement (or continuance) of the hearing(s) on the issue, any consideration provided or committed, directly or on its behalf, to any entity or person for an agreement to support or withhold objection to the requested approval, relief or action. "Consideration" includes any gift, payment, contribution, donation, fee, commission, promise or grant of any money, property, service, credit or financial assistance of any kind or value, whether direct or implied, or any promise or agreement to provide any of the foregoing in the future. Individuals retained or employed by a principal as a lobbyist as defined in Sec. 2-653, and appearing before the City Commission or any of its boards, authorities, agencies, councils or committees solely in the capacity of a Iobbyist and not as the applicant, or owners' legal representative are not required to fill out this form. NAME: HOME ADDRESS: (First Name) (Middle) (Last Name) (Address Line 1) (Address Line 2) CITY: STATE: Florida ZIP: HOME PHONE: CELL PHONE: FAX: EMAIL: BUS SINESS or APPLICANT or ENTITY NAME Melanie Holdings, LLC BUSINESS ADDRESS: 215 Coles Street (Address Line 1) Jersey City, NJ 07310 (Address Line 2) 1. Please describe the issue for which you are seeking approval, relief or other action from the City Commission, board, authority, agency, council, or committee. Approval for Mana Wynwood District Special Area Plan, 2. llas any consideration been provided or committed, directly or on your behalf, to any entity or person for an agreement to support or withhold objection to the requested approval, relief or action? YES NO If your answer to Question 2 is No, do not answer questions 3, 4 & 5 proceed to read and execute the Acknowledgment. If your answer to Question 2 is Yes, please answer questions 3, 4 & 5 and read and execute the Acknowledgement. Doc. No.:86543 3. Please provide the name, address and phone number of the person(s) or entities to whom consideration has been provided or committed. Name Address Phone# 5,n/a b. c. * Additional names can be placed on a separate page attached to this form. 4. Please describe the nature of the consideration. n/a 5. Describe what is being requested in exchange for the consideration. n/a ACKNOWLEDGEMENT OF COMPLIANCE I hereby acknowledge that it is unlawful to employ any device, scheme or artifice to circumvent the disclosure requirements of Ordinance 12918 and such circumvention shall be deemed a violation of the Ordinance; and that in addition to the criminal or civil penalties that may be imposed under the City Code, upon determination by the City Commission that the foregoing disclosure requirement was not fully and timely satisfied the following may occur: 1. the application or order, as applicable, shall be deemed void without further force or effect; and 2. no application from any person or entity for the same issue shall be reviewed or considered by the applicable board(s) until expiration of a period of one year after the nullification of the application or order. 7 PERSON SUBMITTING DISCLOSURE: -X 'ignature A t t- 4, , /4*-A Print Narne Sworn to and subscribed before me this i If day a txI , 200Y1"--. The foregoing instrument was acknowledged bE, fore me by _r�_ 4 wh 'oduced _ as identification and -'or i iersonally kn o . • d who did/ .+ oath. Ir STATE OF FLORIDA ' CITY OF MIAMI i.%0.G°a'•,r, 13 MPS t3, SiiERM/01 MY CONEVIISSION ' . . , 0, MC �iPrsIF� 1 Y O EE EXPIRES: `° ' r,i EXiyt11 8: Sdptr �srti,ne15 x ;.. :.. •r i�€rttd�d fii�ru NBt�ry€'trs711e41ndr'rwrilers Enclosure(s) Doe. No..86543 Paget ORGANIZATIONAL CHART MELANIE HOLDINGS, LLC Moishe Mana 99% Moishe Mana 100 % MELANIE REALTY CORP. a Delaware corporation Managing Member FEI #: 47-4001109 1% Melanie Holdings, LLC a Delaware limited liability company FEI #: 7-3041666 RETURN TO: Prepared by and when recorded return to: Daniel P. Faust, Esq. Akernzar3 Senterfitt One Southeast Third Avenue, 2511' Floor Miami, Florida 33131 Tax Folio Numbers): 01-3125-035-3060 01-3125-035-3070 01-3125-035-0710 111111111111111111111111111111111111111111111 Fi 201 1 IRO 510 d 4-8 DR Bl; 27776 Ps-s 3852 - 3854! t3pssi RECORDED €08/02/2011 11:€35t31 DEED Dr7G TAX 0.60 HARVEY MIN, CLERK OF COURT M1A11I--DADS COUNTY, FLORIDA SPECIAL WARRANTY DEED THIS SPECIAL WARRANTY DEED is made as of July 29, 2011 by WYNWOOI3 9S, LLC, a Florida limited liability company ("Grantor"), whose mailing address is c/o Goldman Properties, 804 Ocean Drive, 2"a Floor, Miami Beach, Florida 33139, Attn: Joseph Furst, in favor o:f MELANIE HOLDINGS, LLC, a Delaware limited liability company ("Grantee"), whose mailing address is clo M Management, Inc., 215 Coles Street, Jersey City, New Jersey 07310, Attn: Chris Marquart. WITNESSETH: Grantor, for and in consideration of the sum of Ten and No/I 00 Dollars ($10.00) and other good and valuable consideration to it in hand paid by Grantee, the receipt and sufficiency of which is hereby acknowledged, does hereby grant, bargain and sell to Grantee, and Grantee's successors and assigns, forever, the following real property lying and being in the County of Miami -Dade, State of Florida (the "Property"): SEE EXHIBIT A ATTACHED HERETO AND INCORPORATED HEREIN SUBJECT, HOWEVER, TO THE FOLLOWING: 1. Taxes for the year 2011 and thereafter, not yet due and payable; 2, Zoning and other regulatory laws and ordinances, prohibitions and other requirements imposed by governmental authority; and 3. Those certain restrictions, reservations, covenants, conditions, limitations and easements of record, without reimposition of the same to the extent any of the foregoing have been released, expired, or are in anyway or wise no longer legally enforceable. TOGETHER WITH all the tenements, hcreditaments, artd appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD the above described Property, with the appurtenances, unto the said Grantee, its successors and assigns; in fee simple forever. AND Grantor hereby warrants the title to said Property and will defend the same against the lawful claims of any persons claiming by, through or under the said Grantor, but none others. (S ignature( s) on following page.] { M3074 595,2 } Book27776/Page3852 CFN#20110510748 Page 1 of 3 IN WITNESS WHEREOF, the undersigned has executed this Special Warranty Deed as of the date First above written. WITNESSED BY: GRANTOR: WYNWOOD 95, LLC, a Florida limited liability By: Iate; vt rFa .. Name: R. Anthony man Title: Manager '7Z11�� 1'dame: l .�; . dei STATE OF FLORIDA COUNTY OF MIAM.I-DADE The foregoing instrument was acknowledged before the th' 'f day °f 1uly, 2011 by R. Anthony Goldman, as Manager of Wynwond 95, I,LC, a Florida limited liability company, who is personally known to me 4r who has produced �^ as identification. Noisy Public Print Name: My Commission Expires: { rM3074598,2 } VONSE]AM. CCtDEtl MY COMMON # DO 7056E4 F E%PiREB: August 14, 2011 9aMeei i1W fiete y Pub tlnrfennters Book27776/Page3853 CFN#20110510748 Page 2 of 3 OR BK 27774 PG 3854 LAST PAGE EXHIBIT A LEGAL DESCR111'IION 9F THE PROPERTY Parcel 1; 592 NW 7,2"° Streegl'olis No. 0l-3125-035 -5..Q Q) 598. NW 22'1 Sheet (Folio Ng. 01-3 ]:25-035-3070) Lot 16 tend Lot 17 Tess West 2.5 feet for street, Block A, NORTHWEST SEVENTH AVENUE ADDJTION, aecaiding to the Plat thereof, recorded in Plat Book 7, at Page 36, of the Public Records of Miarni,Dade County, Florida. Parcel 2: 587 NW 22nd Street (Folio No, 01-3 ]25-035-0710) Lot 42 end Lea 43, L5 or NOit'riiwI ST SN V rit AVENUE 11F WTTON, necorcing to the lint ttiereot; recorded in i'int Book 7, at Pao 36, of ti►e Public Recorlk of P✓li ztti- [), do comity, Florida. { M.3074 59S,2 } Book27775/Page3854 CFN#20110510748 Page 3 of 3 RETURN TO: Prepared by and when recorded return to: Daniel P. Faust, Esq. Akennan Senterfitt One Southeast Third Miami, Florida 3313 Tax Folio Number(s): Avenue, 25th Floor 1 01-3125-046-0010 01-3125-046-0030 01-3125-046-0220 01-3125-046-02330 01-3125-046-0240 01-3125-046-0250 01-3125-035-0550 01-3125-035-05.60 01-3125-035-0570 SPECIAL WARRANTY DEED 111111111111111111111111111111111111111111111 CFN 2011F051074 DR El: 27776 Pas .3346 - 38491; (4nas) RECORDED 05/02/2011 t105:31 DEED DOC TAX 0.60 IHARVEY RUVINCLERK OF COURT MAIL -DAD COUNTY! FLORIDA THIS SPECIAL WARRANTY DEED is made as of July 29, 2011 by GOLD HORIZON, LLC, a Florida limited liability company ("Grantor"), whose mailing address is c/o Goldman Properties, 504 Ocean Drive, 2"d Floor, Miami (teach, Florida 33139, Attn: Joseph Furst, in favor of MELANIE HOLDINGS, LLC, a. Delaware limited liability company ("Grantee"), whose mailing address is c/o M Management, Inc., 215 Coles Street, Jersey City, New Jersey 07310, Attn: Chris Marquart. WITNESSETH: Grantor, for and in consideration of the sum of Ten and No/100 Dollars ($10.00) and other good and valuable consideration to it in hand paid by Grantee, the receipt and sufficiency of which is hereby acknowledged, does hereby grant, bargain and sell to Grantee, and Grantee's successors and assigns, forever, the following real property lying and being in the County of Miarni-Dade, State of Florida (the „Property"): SEE EXHIBIT A ATTACHED HERETO AND INCORPORATED HEREIN SUBJECT, HOWEVER, TO THE FOLLOWING: 1. Taxes for the year 201 1 and thereafter, not yet due and payable; 2. Zoning and other regulatory laws and ordinances, prohibitions and other requirements imposed by governmental authority, and 3. Those certain restrictions, reservations, covenants, conditions, limitations and casements of record, without reimposition of the same to the extent any of the foregoing have been released, expired, or are in anyway or wise no longer legally enforceable. TOGETHER WITH all the tenements, liereditarnents, and appurtenances thereto belonging or in anywise appertaining. TO 1 LAVE AND TO 1JOL,D the above described Property., with the appurtenances, unto the said Grantee, its successors and assigns, in fee simple forever. AND Grantor hereby warrants the title to said Property turd will defend the same against the lawful claims of any persons claiming by, through or under the said Grantor, but none others. 1M3074597;1 } Book27776/Page3846 CFN#20110510746 Page 1 of 4 IN WITNESS WHEREOF, the undersigned has executed this Special Warranty Deed as of the date first above written, WITNESSED BY: Name: P OQO 's+ STATE OF FLORIDA COUNTY OF MIAMI-DADE GRANTOR: GOLD HORIZON, LLC, a Florida limited liabilityc. j pauy By: Name: R, Anthony G an Title: Managing MOrnb r The foregoing instrument was acknowledged before me thi day of July, 2011 by R. Anthony Goldman, as Managing Membe f Gold Horizon, L1,C, a Florida limited liability company, who is personally known to me or who has produced (q as identification, N&fary Public Print Name: My Commission Expires: (M3074597;1) VONCEIACO1.WEN r FAYCOMMISSION ItVO705061 EXPIRES' August 14, 201 t Banded Thru Notary PuOkc W,dmvn$ays Book27776/Page3847 CFN#20110510746 Page 2 of 4 EXHIBIT A LEGAL DESCR[PTION OF THE PROPERTY Parcel 1: 2.80 NW 5th Avenuelio No, 0 1-3125-046-0 0 1 0 a Lots 1, 2 and 4, Block 1, of MCA PARK, according to the Plat thereof, es recorded in Plat Book 7, Page 39, ofthe Public accords ofMiamr-Dade: County, Florida. Parcel 2: 2330 NW 5th Avonue (Folio No. 01-3125-046-0030) Lot 3, Block 1, of MORRIS PARK, according to the Plat thereof, as recorded in Plat Book 7, Page 39, of the Public Records of Miami -Dade County, Florida. Parcel 3: 2308 NW 5th Avenue.. Folio No. 0i 3125-046-0220j Lot 27, Bock 1, of MOMS PARK, according to the Plat thereof as recorded in Plat Book 7, Page 39, of the Public Rtcord8 of Miami -Dade County, Florida. Parcel 4: 2308 NW 5`" Avenue (Folio No,,01-3125-046-0230) Lot 2,3, Block 1•, of MORRIS PARK, according to the Plat thereof, as recorded in Plat Book 7, Page 39, of the Public Records of Miami -Dade County, Florida. Parcel 5: 2320 NW 5' Avenge (Polio No. 01-3125-046-0240 Lot 29, Block 1, of MORRIS PARK, according to the Plat thereof, as recorded in Plat Book 7, Page 39, of the Public Records of Mini -Dade County, Florida. Parcel 6: 2324 NW $Th Avenue (Folio No. D]-3125--046-0250 Lot 30, Bock 1, of MORRIS PARK, according to the Plat thereof, as recorded in Plat Book 7, Page 39, of the Public Records of Miami -Dade County, Florida. Parcel 7: 518 NW 23'' Slreet (1 olio io. [ I-3125-035-45, �Q) Lot 26, Block 4, of NORTHWEST SEVENTH AVENUE .ADDITION, according to the Plat thereof, a6 recorded in Plat Book 7, Page 36, of the Public Records of Miarni-Bade County. # M3074597: I ) Book27776/Page3848 CFN#20110510740 Page 3 of 4 DR E . 27 a 76 PG 38 4-9 LAST PAGE: Parcel 8: 514 NW 23rd S[reet (olio No. 01-3125-035-056Q) Lot. 27, Block 4, of NORTHWEST SEVENTH .AVENUE ADtTTION, according to the Nat thereof, a recorded in Plat Book 7, Page 36, of the Public Records ofMiaz-Dad : County. Parcel 9; 508 NW 23r Stree.(Folio No. 01-3 15-035-0570,) Lot 2$, Less the Easterly 7.5 feet and less the Southerly 33 feet, B€o k 4, ofNORTHWEST sEvENTHAVBNLEAD 3ITION,accordingtotheR€at thereof, as recorded in Plat Book 7, Page 36, of the Public Records of Miami -Dale County, Florida,. Cv13074597J} Book27776/Page3849 CFN#20110610746 Page 4 of 4 Prepared by and return to: Donald J. Kahn, Esq. Green,Kahn & Piotrikowski, P.A. 317 17st Street Miami Beach, Florida 33141 Name: Melanie Holdings, LLC Parcel Identification No_ 1111111111111111111111111111111111111111311 CFN 2O3.ORO564- 30 DR Bk 27393 fas 4390 -- 4392; (3pys) RECORDED OB/20/2010 09:05:10 DEED DOC TAX 12►3V0, Oft SURTAX 9092.50 HARVEY RUVTH CLERK OF cUURr MIAMI-D DE COUNTYt FLORIDA [Space Above This Line For Recording Data] Warranty Deed (STATUTORY FORM - SECTION 689.02, P.S.) This Indenture made this 5th day of August, 2010 between Miami Fashion Square, LLC., a Florida limited liability company and Miami Fashion, LLC., a Florida limited liability company whose post office address is 3619 Flamingo Drive, Miami Beach, .FL of the County of Miami -Dade, State of Florida, grantor*, and Melanie Holdings, LLC., a Florida limited liability company whose post office address is.215 Coles Street, Jersey City, NJ 07310 grantee*, Witnesseth that said grantor, for and in consideration of the sum of TEN AND NO/100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida, to -wit: PARCEL ONE: Lots 5 through 26, Less Lot 11 and Less the South 41 feet of the North 91feet of Lot 2.1, all in Block 1, of Morris PArk, according to the map or plat thereof, as recorded in Plat Book 7, Page 39, of the Public Records of Miami -Dade County, Florida. PARCEL TWO: The North 42 feet of the South 93.2 feet of Lot 21, Block 1, of Morris Park, according to the map or plat thereof, as recorded in Plat Book 7, Page 39, of the Public Records of Miami -Dade County, Florida. PARCEL THREE: Lot 7, Less the West 2.5 feet thereof for street purposes, in .Block 9, of the North West 7th Avenue Addition, according to the Plat thereof, as recorded in Plat Book 7, Page 36 of the Public Records of Miami -Dade County, Florida. and said grantor does hereby fully warrant the title to said land, and will defend the same against lawful claims of all persons whomsoever. THE LAND IS FREE OF ALL ENCUMBRANCES EXCEPT FOR TAXES FOR THE YEAR 2010. * "Grantor" and "Grantee" art used For singular or plural, as context requires. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. 1DoobleTime, Book273931Page4390 CFN#20100564730 Page 1 of 3 Signed, seated and delivered in our presence., Miami Fashion company By; Gerhard (Coaporate Seal) State ofFlorida County of Miami -Dade C., a Florida limited liability .raging Member The foregoing instrument was acknowledged before me this 50t dy_t is s 0 by Gerhard Bechtoidt, Managing Member, Managing e ber of Miafni Fashion Square, TLCFlorida ', A. < Airy company, on behalf of he corporation_ 11e/she [�5 personalty known to me of [X) has oiiuced a &iv> identification_ (Notary Seall, ,ata;y P Prin :. Name: M Commission Expires: 6.4.4N Lk -kJ MARY iF1' NLCR DA r,."" ,,,a , Dora,J. Kahn yT Commission D1)572613 F.A. t:Gs: AUG. 21, 2010 UNDO NR .i i A\iiC LIONwijo CO., the FLORMA ND"""'' Ronald JTARY. OFLICATATE Kahn Commission#➢2b13 ,,� .. 0.. Expires: A & I, 2010 Atlas 1131tVKran.r -bi ca,na Warranty ranty Deed (fitatarnry Form) - Page 2 £T/50 3DVel 8BIVI005Si1 ADIS Book27393/Page4391 CFN#20100504730 Doubieflmem OLI*S£c50E 5e T 0T0Z/6i/81 Page 2 of 3 OR Bk 27393 PG 4392 LAST PAGE State ofpiorida Count' of Miami -Dade The foregoing instnlinent was acknowledged before me this 5th day o£ August 4y Gerhard Bechtoldt, Managing Member of Miami Fashion, 11C.,a Ficaida limited liability company, on re —of eorp ration. He/she LI is personally known to me or PC) has produced a drivel's aicense as identification. (Notary Seal] Notary Public, weimniry .Daed (S%tufory Fwn) - page 3 EI/90 39Vd S3 L VIOOSSV ADI.S Printed Nam : dtiu > j '4 My Comn . ssion R pirea. t+ ?'•'\ Donald J L . Commission #DI)572613 so Expires.: AUG. 21, 2010 rnauArLASiltantin r®LY ,tNC Baak27393IPage4302 CFN#20100564730 Doubleiirrte• 0L0V5ES50E S0 tiT 9TOF/E13/89 Page 3 of 3 RETURN TO: Prepared by and when recorded return to: Daniel P. Faust, Esq. Akerman Senterhtt One Southeast Third Avenue, 25th Floor tVti�rtni, Florida 33131 1'ax. Folio Number(x). 01-3125-034-0250 01-3125-034-0670 01-3125-070-0090 11II1111I1111111111111II11111111111111111111 CFN 2011R1D53.07 ,-4 DR gk 27776 F`ss 3841 - 3843; (3pss RECORDED 0$/02/2011 11t05:31 DEED €iOC: TAX 42 r fj00, fs0 SURTAX 31 r500.00 HARVEY RUVIH, CLERK OF COURT I IAFMI-DAtiE COUNTY, FLORIDA SPECIAL WARRANTY DEED TFIIS SPECIAL WARRANTY DEED is trade as of July 29, 2011 by IiIF111 AVENUE BIUILDING, LLC, a Florida limited liability company ("Grantor"), whose mailing address is clo Goldamn Properties, 804 Ocean Drive, 2"r Floor, Miami Beach, Florida 33139, Attn: Joseph Furst, in favor of MELANIE HOLDINGS, LLC, a Delaware limited liability company ("Grantee"), whose mailing address is c/o M Management, Inc., 215 Coles Street, Jersey City, New Jersey 07310, Attn: Chris Marquart. WITN ,SS TH: Grantor, for and in consideration of the sum of Ten and No/100 Dollars ($10.00) and other good and valuable consideration to it in hand paid by Grantee, the receipt and sufficiency of which is hereby acknowledged, does hereby grant, bargain and sell to Grantee, and Grantee's successors and assigns, forever, the following real property lying and being in the County of Miami -Dade, State of Florida (the "Property"): SEE EXHIBIT A ATTACHED HERETO AND INCORPORATED HEREIN SUBJECT, HOWEVER, TO THE FOLLOWING: € , Taxes for the year 2013 and thereafter, not yet due and payable; 2. Zoning and other regulatory laws and ordinances, prohibitions and outer requirements imposed by governmental authority; and 3. Those certain restrictions, reservations, covenants, conditions, limitations and easements of record, without reimposition of the same to the extent any of the foregoing have been released, expired, or fire in anyway or wise no longer legally enforceable. TOGETHER WITH all the tenements, hereditaments, and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD the above described Property, with the appurtenances, unto the said Grantee, its successors and assigns, in foe simple forever, AND Grantor hereby warrants the title to said Property and will defend the same against the lawful clairns of any persons claiming by, through or under the said Grantor, but none others. [Signath.trc(s) on following page.] N13O74 5 96::=1 Book27770iPage3841 CFN#20110510744 Page 1 of 3 3 IN WITNESS WHEREOF, the undersigned has executed this Special Warranty Deed as of the date first above written. WITNESSED BY: GRANTO.R: Name: Mime: � i" _ �'— j °' '. r1 STATE OF FLORIDA COUNTY OF MIAMI-DADE FIFTH AVENUE BUILD 1 "G, LLC, a Florida limited liabili •! mpany By: Name: R. Anthony:" man Title: Manag': Memler The foregoing instrument was acknowledged before me ti day of July, 2011 by R. Anthony Goldman, as Managing Member of Fifth Avenu uylding, LL.C, a Florida limited liability company, who is personally known to me or who has produced t— as identification, N: ry Public Print Name: My Commission Expires: (M3074596,IJ �yG�AM.�� r� •s � �oMM1BS1 11 Dt)1A5461 F„pkliES:AugusttA,2(I2. 6o�tts�Nain�yA�rbSc� Book277761Page3842 CFN#20110510744 Page 2 of 3 R ELK 2 776 PG 7,S84-3 LAST PAGE LX.IBIT A LEGAL DESCRIPTION OF THE PROPERTY Parcel 1: 37 NW 5'h Avenue .(Folio No. 01-3125-034-0230) Lots 26, 27, 28, 29 and 30, less the North 10.00 feet and lots 66, 67, 68, 69 and 70, less the South 10,00 feet of CORRECTED MAP OF SPAULDING SUBDIVISION, according to the Plat thereof, as recorded in Plat Book 3 Page 161, of the Public Records of Miami -Dade County, Florida. Parcel 2: 490 NW 23m Street (Folio No. 01-3125-034-0670) Lots 71, 72 and 73, less the North 10.00 feet of CORRECTED MAP OF SPAULDING SUBDIVISION, according to the Plat thereof, as recorded in Plat Book 3 Page 161, of the Public Records of Miami -Dade County, Florida, Parcel 3: 435 NW 22id Lane (Folio No, 01-3125-070-0090) Lot 1, Block 2, of MIAMI FASHION CENTER SECTION 1, according to the Plat thereof, as recorded in Plat Book 121, at Page 57 of the Public Record of Miami -Dade County, Florida, {M3074596,i} Baok27776/Page3843 CFN#20110510744 Page 3 of 3 SPECIAL AREA PLAN APPLICATION DISCLOSURE OF OWNERSHIP 5. List the owner(s) of the subject property and percentage of ownership. Note: The Miami City Code requires disclosure of all parties having a financial interest, either direct or indirect, with respect to a presentation, request or petition. Accordingly, disclosure of shareholders of corporations, beneficiaries of trusts, and/or any other interested parties, together with their address(es) and proportionate interest are required. Please supply additional lists, if necessary. Owner's Name(es) Medan Holdings, LLC Percentage of Ownership See attached ownership breakdown Subject Property Address(es) Folio No 01-3125-074-0030 and 210 NW 22 Terrace 6. List all street address(es) and legal description(s) of any property located within 500 feet of the subject property owned by any and all parties listed in question #1 above. Please supply additional lists, if necessary. Street Address(es): Owner(s) or Attorney Name STATE OF FLORIDA -- COUNTY OF MIAMI-DADE Legal Description(s): Owner(s) or A ?" = Signature The foregoing was acknowladoed before e this day of fl U�` 20 1 l , by Att d�'1T dui who is a(n) individual/partner/agent/corporation of u - Rrri/ t Lt-C a(n) individual/partnership/corporation. He/She is y own t• m; r who has produced as identification and who •': (did not : ke an o (Stamp) Signatur MY COMMIS ION EE 132544 EXPIRES: Septerbwr21, 2015 Dantled ihru Notary Pubtie Undo miters MIA 184571351v1 ;yti CITY OFMIAMI DISCLOSURE OF CONSIDERATION ]s.=,� 371, DERATION PROVIDED OR COMMITTED FOR AGREEMENT TO '=a SUPPORT OR WITHHOLD OBJECTION The City of Miami requires any person or entity requesting approval relief or other action from the City Commission or any of its boards, authorities, agencies, councils or committees, to disclose at the commencement (or continuance) of the hearing(s) on the issue, any consideration provided or committed, directly or on its behalf, to any entity or person for an agreement to support or withhold objection to the requested approval, relief or action. "Consideration" includes any gift, payment, contribution, donation, fee, commission, promise or grant of any money, property, service, credit or financial assistance of any kind or value, whether direct or implied, or any promise or agreement to provide any of the foregoing in the future. Individuals retained or employed by a principal as a lobbyist as defined in Sec. 2-653, and appearing before the City Commission or any of its boards, authorities, agencies, councils or committees solely in the capacity of a lobbyist and not as the applicant, or owners' legal representative are not required to fill out this form. NAME: DOME ADDRESS: (First Name) (Middle) (Last Name) (Address Line 1) (Address Line 2) CITY: STATE: Florida ZIP: HOME PHONE: CELL PHONE: FAX: EMAIL: BOSSINESS or APPLICANT or ENTITY NAME Megan Holdings, LLC BUSINESS ADDRESS: 215 Jersey Street (Address Line 1) Jersey City, NJ 07310 (Address Line 2) I. Please describe the issue for which you are seeking approval, relief or other action from the City Commission, board, authority, agency, council, or committee. Approval for Mana Wynwood District Special Area Plan. 2. Has any consideration been provided or committed, directly or on your behalf, to any entity or person for an agreement to support or withhold objection to the requested approval, relief or action? El YES Ei NO If your answer to Question 2 is No, do not answer questions 3, 4 & 5 proceed to read and execute the Acknowledgment. If your answer to Question 2 is Yes, please answer questions 3, 4 & 5 and read and execute the Acknowledgement. Doc. No.:86543 3. Please provide the name, address and phone number of the person(s) or entities to wham consideration has been provided or committed. Name Address Phone a. n/a b. c. * Additional names can be placed on a separate page attached to this form. 4. Please describe the nature of the consideration. n/a 5. Describe what is being requested in exchange for the consideration. n/a ACKNOWLEDGEMENT OF COMPLIANCE I hereby acknowledge that it is unlawful to employ any device, scheme or artifice to circumvent the disclosure requirements of Ordinance 12918 and such circumvention shall be deemed a violation of the Ordinance; and that in addition to the criminal or civil penalties that may he imposed under the City Code, upon determination by the City Commission that the foregoing disclosure requirement was not fully and timely satisfied the following may occur: 1. the application or order, as applicable, shall be deemed void without further force or effect; and 2. no application from any person or entity for the same issue shall be reviewed or considered by the applicable board(s) until expiration of a period of one year after the nullification of the application or order. PERSON SUBMITTING DISCLOSURE: signature r' /, Mit ilic „ - eft/ tf Print Name Sworn to and subscribed before me this 14 day o ' , 20V . The foregoing instrument was acknowledged before me by &UM , tiir.. produced as identification and/ , rs personally kno Aigx. n . nd who did • ke an oath. STATE OF FLORIDA �� / CITY OF MIAMI Fir MY COMMISSION ;..7140lASG.Stit:RMi+N EXPIRES: i Ai MY C0MMISS#ON M EE 132544 �•y• . ? EXPIRES:Septernber21,2015 -i71ir ..v'e fronded IlnNotary Font UraeFwrters Enclosurc(s) Doc. No..86543 Page 2 ORGANIZATIONAL CHART MEGAN HOLDINGS, LLC Moishe Mana 99% Moishe Mana 100 % WYNWOOD ENTERPRISES, Inc. a Florida corporation Managing Member FEI #: 46-2577765 1% MEGAN Holdings, LLC a Delaware limited liability company FEI #: 45-3967426 111111111111111111111111111111111111111111111 TRES INSTRUMENT PREPARED BY: Fran Minnick Parker, Esq. 450 West 15t Street, Suite 606 New York, New York 10011 AFTER RECORDING RETURN TO: Union Title Services, Inc. 90 Almeria Avenue Coral Gables, FL 33134 Grantee's Tax Identification No. CFN .011R0E330835 OR Bk 27923 Pus 4333 - 4335f (3nss) RECORDED 12/12/2011 12:55.23 DEED i OC TAX 2t F 600.00 SURTAX 16p200.00 HARVEY RUVIflr CLERK OF COURT MIAIII-€SAFE C01Jt4TYr FLORIDA WARRANTY DEED THIS INDENTURE, made this t day of December, 2011, between ARTISTS LOFTS LLC, a Florida limited liability company (hereinafter called the "Grantor") whose mailing address is 167 NW 25th Street, Miami, Florida 33127, and MEGAN HOLDINGS, LLC, a Delaware limited liability company (hereinafter called the "Grantee") whose mailing address is c/o WITNESSETH: That the Grantor, for and in consideration of the sum of Ten Dollars ($10.00) and other good and valuable consideration, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the Grantee, and Grantee's heirs, successors and assigns, all that certain land situate in Miami -Dade County, Florida, as set forth on "Schedule A" annexed hereto and made a part hereof. Tax Folio Nos: 01-3125-043-0020; 01-3125-074-0030. Subject to easements, restrictions, and reservations of record, if any, and taxes subsequent to2012. TOGETHER with all the tenements, hereditaments, and appurtenances thereto belonging or in anywise appertaining, TO HAVE AND TO HOLD, the same in fee simple forever. And the Grantor does hereby covenant with said Grantee that the Grantor is lawfully seized of said land in fee simple; that the Grantor has good title and lawful authority to sell and convey said land; that the Grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever, and that said land is free of all encumbrances except taxes accruing subsequent to December 31, 2010. [SIGNATURES CONTINUED ON NEXT PAGE] Book27923/Page4333 CFN#20110830835 Page 1 of 3 IN WITNESS WHEREOF, the said Grantor has signed and sealed these presents the day and year first above written. Signed, sealed and delivered in Presence of: liability eompa rint Name: Ng ri!!ys Ginorls STATE OF FLORIDA ) s s : COUNTY OF MIAMI-DADE ) ARTISTS LOFTS LLC, a Florida limited Title: Managing member I HEREBY CERTIFY that on this clay before me, an officer duly qualified to take acknowledgements, personally appeared David Lombardi to me known to be the person described in and who executed the foregoing Warranty Deed, who provided a Florida Driver's License as identification, and who did take an oath. ff,, WITNESS my hand and official seal in the County and State last aforesaid this 62 y of December, 2011. AMARILLYS (MOMS MYCOI flssIo iDO810141 EXPIRES August 14, 2012 GFfV^',�O� Boded Thu My Commission Expires: ) 4 \ ARY PUBLIC, State f Florida Book27923/Page4334 CFN#20110830835 Page 2 of 3 OR BK. 27923 PG 433 LAST PAGE "SCHEDULE A" FOLIO NUMBER: 01-3125-043-0020 Lot 2, Block 1, Weaver's Subdivision, according to the Plat thereof, as recorded in Plat Book 6, Page 31, of the Public Records of Miami -Dade County, Florida. FOLIO NUMBER: 01-3125-074-0030 A portion of the Southwest 1/4 of Section 25, Township 53 South, Range 41 East, Miami -Dade County, Florida, being more particularly described as follows: BEGINNING at a point 5.00 feet North of the Southwest comer of Lot 8, Block "A„ of "J.A. Dann's Second Addition", according to the Plat thereof, as recorded in Plat Book 3, Page 25, of the Public Records of Miami -Dade County, Florida; thence run North 00 degrees 06 minutes 57 seconds West for a distance of 138.72 feet; thence run South 89 degrees 48 minutes 58 seconds West, for a distance of 240.11 feet; thence run North 00 degrees 06 minutes 35 seconds West for a distance of 200.27 feet; thence run North 89 degrees 48 minutes 40 seconds East, for a distance of 146.88 feet; thence run North 00 degrees 06 minutes 34 seconds West, for a distance of 40.00 feet; thence run North 89 degrees 48 minutes 40 seconds East, for a distance of 463.31 feet to the Point of Curvature of a circular curve to the right; thence continue Southeasterly, along said circular curve, having a radius of 25.00 feet, through a central angle of 90 degrees 04 minutes 52 seconds and an arc distance of 39.31 feet to the Point of Tangency; thence run South 00 degrees 06 minutes 28 seconds East, for a distance of 65.30 feet to the Point of Curvature of a circular curve to the right thence continue Southwesterly along said circular curve, having a radius of 25.00 feet, through a central angle of 89 degrees 55 minutes 08 seconds and an arc distance of 39.23 feet to the Point of Tangency; thence run South 89 degrees 48 minutes 40 seconds West, for a distance of 27.33 feet; thence run North 00 degrees 06 minutes 29 seconds West, for a distance of 75.00 feet; thence run South 89 degrees 48 minutes 40 seconds West, for a distance of 62.29 feet; thence run South 00 degrees 06 minutes 29 seconds East, for a distance of 75.00 feet; thence run South 89 degrees 48 minutes 40 seconds West, for a distance of 62.29 feet; thence run South 00 degrees 06 minutes 19 seconds East, for a distance of 125.01 feet; thence run South 89 degrees 48 minutes 58 seconds West for a distance of 68.18 feet; thence run. South 00 degrees 06 minutes 46 seconds East, for a distance of 139.20 feet, thence run North 90 degrees 00 minutes 00 seconds West, for a distance of 150.03 feet to the POINT OF BEGINNING. Book27923/Page4335 CFN#20110830835 Page 3 of 3 ;L AREA PLAN APPLICATION DISCLOSURE OF OWNERSHIP :List the owner(s) of the subject property and percentage of ownership. Note: The Miami City :Code: requires disclosure of all parties having a financial interest, either direct or indirect, with respect to a presentation, request or petition, Accordingly, disclosure of shareholders of corporations, beneficiaries of trusts, and/or any other interested parties, together with their address(es) and proportionate interest are required. Please supply additional lists, if necessary. Owner's Name(es) Mannigan Holdings, LLC Percentage of Ownership see attached ownership breakdown Subject Property Address(es) 318 NW 23 Street 2. List all street address(es) and legal description(s) of any property located within 500 feet of the subject property owned by any and all parties listed in question #1 above. Please supply additional lists, if necessary. Street Address(es): None Owner(s) or Att= Name Legal Description(s): Owner !'• tiorney Signature STATE OF FLORIDA -- COUNTY OF MIAMI-DADE The foregoing was acknowledged before me this day of a to DV 20 /5 , b We. iJt1f- Hil who ls a(n) iv d (partner/agerit/carporatlon of r �+ (n) individual/partnership/Wrooration ly known to urreyzmtufm haelancciutecl as ids and who did (fit) take an oath. (Stamp) MIA 184571351v3 .o•Pp�elq �, —TOff , Jay Chung : -fi=Commission#FF092239 /= Expires' FEB. 12,2018 �WWW.AARONNOTARY.com CITY OFMIAMI DISCLOSURE OF CONSIDERATION PROVIDED OR COMMITTED FOR AGREEMENT TO SUPPORT OR WITHHOLD OBJECTION The City of Miami requires any person or entity requesting approval relief or other action from the City Commission or any of its boards, authorities, agencies, councils or committees, to disclose at the commencement (or continuance) of the hearing(s) on the issue, any consideration provided or committed, directly or on its behalf, to any entity or person for an agreement to support or withhold objection to the requested approval, relief or action. "Consideration" includes any gift, payment, contribution, donation, fee, commission, promise or grant of any money, property, service, credit or financial assistance of any kind or value, whether direct or implied, or any promise or agreement to provide any of the foregoing in the future. Individuals retained or employed by a principal as a lobbyist as defined in Sec. 2-653, and appearing before the City Commission or any of its boards, authorities, agencies, councils or committees solely in the capacity of a lobbyist and not as the applicant, or owners' legal representative are not required to fill out this form. NAME: HOME ADDRESS: (First Name) (Middle) (Last Name) (Address Line 1) (Address Line 2) CITY: STATE: Florida ZIP: HOME PHONE: CELL PHONE: FAX: E.MAEL: BUSSINESS or APPLICANT or ENTITY NAME Manningan Holdings, LLC BUSINESS ADDRESS: 215 Jersey Street (Address Line 1) Jersey City, NJ 07310 (Address Line 2) 1. Please describe the issue for which you are seeking approval, relief or other action from the City Commission, board, authority, agency, council, or committee. Approval for Mana Wynwood District Special Area Plan. 2. Has any consideration been provided or committed, directly or on your behalf, to any entity or person for an agreement to support or withhold objection to the requested approval, relief or action? n YES NO If your answer to Question 2 is No, do not answer questions 3, 4 & 5 proceed to read and execute the Acknowledgment. If your answer to Question 2 is Yes, please answer questions 3, 4 & 5 and read and execute the Acknowledgement. Doc. No.:86543 3. Please provide the name, address and phone number of the person(s) or entities to whom consideration has been provided or committed. Name Address Phone# a. n/a b. c. * Additional names can be placed on a separate page attached to this farm. 4. Please describe the nature of the consideration. n/a 5. Describe what is being requested in exchange for the consideration. rD/a ACKNOWLEDGEMENT OF COMPLIANCE I hereby acknowledge that it is unlawful to employ any device, scheme or artifice to circumvent the disclosure requirements of Ordinance 12918 and such circumvention shall be deemed a violation of the Ordinance; and that in addition to the criminal or civil penalties that may be imposed under the City Code, upon determination by the City Commission that the foregoing disclosure requirement was not fully and timely satisfied the following may occur: 1. the application or order, as applicable, shall be deemed void without further force or effect; and 2. no application from any person or entity for the same issue shall be reviewed or considered by the applicable board(s) until expiration of a period of one year after the nullification of the application or order. PERSON SUBMITTING DISCLOSURE: Signature Ar1916 ;r A Print Name Sworn to and subscribed before me this 1 f V , 24 ( The fcaregoing instrument was acknowledged before me by /51 v h rodueed , as identification and'or s pe,sonally known to me d who d did not take 1n Oath. STATE OF FLORIDA -, CITY OF MIAIvII MY COlLMISSION °,'� " ,, THOMAS G. SHERMAN EXPIRES: x ;' :xI MY COMMISSiQN # EE 132E44 ` ° E.XPIFiES: rl ,.. Bonded thru Notary Public Mderwriters Ericlosurc(s) Doc. No.:86543 Page 2 ORGANIZATIONAL CHART MANNIGAN HOLDINGS, LLC Moishe Mana 99% Moishe Mana 100% WYNWOOD ENTERPRISES, Inc. a Florida corporation Managing Member FEI #: 46-2577765 1% MANNIGAN Holdings, LLC a Delaware limited liability company FEI #: 27-1666217 111111111111111111111111111111111111111111 CF-N 2O1ORoo75851 OR IA 27171 ass 106D - 1070; (3assS RECORDED 02/€03/201€0 16:08:16 DEED DOC TAX 5 r 85u, €00 SURTAX 4P387.50 HARVEY RUVIHp CLERK OF COURT #IANI-0ADE CDUNTYr FLORIDA Prepared under the supervision of and return tQ: Robert A. Stok Attorney at Law Stok & Associates, P.A. 2875 N.E. I915` Street, Suite 304 Aventura, FL 33180 305-935-4440 File Number,: RIMCI to M Management, Inc. (Space Above This Line for Recording Date] Special Limited Warranty Deed This Warranty Special Limited Reed made this p t3' day a�02aa174 2010 between Realty Investment & Mortgage Corporation, Inc., a Florida corporation, whose business address is 2875 N.E. 190 Street, Suite 304, Aventura, FL 33180, Grantor, and Mannigan Holdings, LLC, a Delaware limited liability company, or its assigns, whose business address is 215 Coles Street, Jersey City, New Jersey 07310, Grantee: (whenever used herein the terms "Grantor' and "Grantee" include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporation, trusts and trustees) Witnesseth, that said Grantor, for and in consideration of the sum of TEN AND NO/100 DOLLARS ($ 10.00) .and other good and valuable consideration to said Grantor in hand paid by said Grantees, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said Grantee, and Grantee's heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida, to -wit: LEGAL DESCRIPTION SET FORTH ON EXHIBIT "B", ATTACHED HERETO AND INCORPORATE HEREIN Together with all the tenements, hereditarnents and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said land in fee simple; that the Grantor has good right and lawful authority to see and convey said land; that the grantor warrants the title to said land to Grantees and will defend the satne against the lawful claims of ail persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2009, Book27171 /Pagel 068 CFN#20100075851 Page 1 of 3 In Witness Whereof, Grantor has hereunto set Grantor's hand and seal the day and year first . above written. Signed, seals and delivered in our presence: REALTY ES i r tTGAGE CORPO A i It►N, , Ca a p I�� , : ca • xrati on By: Witness Name: 5o4..A _ M- d _LLiri (Corporate Seal) ;G Robert A. tok, Esq., President State of Florida ) County of Miami -Dade ) The foregoing instrument was acknowledged before me this °day of_faixia,./-1A 2010, by Robert A. Stok, Esq., President of Realty Investment & Mortgage Corporation, Ind., a Florida corporation, on behalf of the corporation, He [ ] is personally known to rny;.ei [ ] has produc a *MEN JiathatsTaTtikiiiiffigesn. Pamela Cedeno '6 uEs'v_=Commission #DD577535 ..,„„„,•-4.` Expires: JULY 24, 2O10 BONDED 7HRU ATi.AN ICBONDING CO., INC. [Notary Seal] Noublic ed Name: ?t .ivkd a My Commission Expires: VI/lat./I 4 22 4 0 Book27171IPage1009 CFN#20100075•851 Page 2 of 3 OR Bl< 2 7 1 7i PG 1070 LAST PAGE EXBIHIT "B" LEGAL DESCRIPTION OF REALTY INVESTMENT MORTGAGE CORPORATION, INC.: (PARCEL 1) That portion of Tract A, and Tract B, of 1NYNW000 INDtSTRIAL COMPLEX, according to the Plat thereof, as recorded in Plat Book 149, Page 85, of the Public Records of Miami -Dade County, Florida, more particularly described as follows: Beginning at the Northwesterly corner of said Tract A; thence run N 89°55'00" E along the North line of said Tract A, for a distance of 600.00 feet to the Northeast corner of said Tract A; thence run S 00°02'00" W for a distance of 87.75 feet; thence N 89°49'46' E for a distance of 14.14 feet; thence run S 00°06'34" E a distance of 84.98 feet; thence run S 89°48'40" W for a distance of 232.96 feet; thence run N 00°02'00" E, for a distance of 85.06 feet; thence run 5 89°49'46" W to a point on the Westerly line of said Tract A, for a distance of 381.40 feet; thence run N 00°02'00" E along the West line of said Tract A, for a distance of 88.66 feet to the POINT OF BEGINNING. TOGETHER WITH: (PARCEL 2) Commence at the Northeast corner of said Tract A; thence run S 00°02'00" W, along the Easterly line of said Tract A, for a distance of 87.75 feet; thence run N 89°49'46" Er along the boundary line of saki Tract 5, for a distance of 14.14 feet; thence run S 00°06'34" E, along the Easterly line of said Tract B, for a distance of 114.85 feet to the POINT OF BEGINNING; thence run S 00°06'50" E, for a distance of 50.00 feet; thence run S 89°48'40" W, for a distance of 62.27 feet; thence run N 00°06'50' W, for a distance of 50.00 feet; thence run N 89°48'40" E, for a distance of 62,27 feet to the POINT OF BEGINNING. TOGETHER WITH: (PARCEL 3) Commence at the Northwesterly corner of said Tract A; thence run N 89°55'00" E along the North line of said Tract A, for a distance of 489.28 feet; thence run S 00°06'35" E, for a distance of 212.81 feet to the POINT OF BEGINNING; thence run S 00°06'35 E, for a distance of 40.00 feet; thence S 89°48'40' W, for a distance of 22:29 feet; thence run 5 00°06'35" E, a distance of 75.32 feet; thence 5 89°48'40" W, for a distance of 65.05 feet to the point of curvature of a circular curve to th.e left; thence run along said curve concave to the Southeast, having for its elements a radius of 25.00 feet, a central angle of 89°55'10", for an arc distance of 39.23 feet; thence run S 90°00`00" E, for a distance of 58.70 feet; thence run N 00°06'30 W, for a distance of 99.71 feet; thence run N 90°00'00" W, for a distance of 117.96 feet; thence run N 00°00'00" E, for a distance of 40,00 feet; thence run N 89°48'40" E, for a distance of 288.89 feet to the POINT OF BEGINNING. TOGETHER WITH: (PARCEL 4) Commence et the Southeast corner of said Tract A; thence run S 90°00'00" W, along the South line of said Tract A, far a distance of 70.00 feet to the POINT OF BEGINNING; thence continue S 90°00'00 W, along the South line of said Tract A, for a distance of 100.00 feet; thence run N 00°06'30" W, for a distance of 135.00 feet; thence run N 90°00'00" E, for a distance of 100.00 feet; thence run S 00°06'30" E, for a distance of 135.00 feet to the POINT OF BEGINNING. Book27171/Page1070 CFN#20100075851 Page 3 of 3 SPECIAL AREA PLAN APPLICATION PLANNING AND ZONING DEPARTMENT, HEARING BOARDS SECTION 444 SW 2"d Avenue, 3rd Floor • Miami, Florida 33130 • Telephone 305-416-2030 www,miamioov.comlhearing boards .......... . . . Welcome to the City of Miami! This application is intended to serve as a guide in assisting you with our public hearing process. Please feel free to contact us, should you have any questions. There is no deadline to submit this application as it is presented semi-annually to the Planning, Zoning and Appeals Board and the City Commission. The application submittal date is the date stamped by Hearing Boards' staff on this page. The responses to this application must be typed and signed in black ink. All pertinent and accurate information/documentation; i.e., the plans, reports, exhibits, shall be presented at the time of filing, in addition to the paid receipt. The applicant is responsible for the accuracy of the information contained in the application and all supporting materials. Should you wish, you could bring the materials to our office for review prior to submittal to ensure completeness. You will be responsible, if needed, to bring an interpreter for the English language to any presentation before city boards, committees and the city commission. A valid power of attorney will be required if neither applicant or legal counsel representing the applicant execute the application or desire to make a presentation before city boards, committees and the city commission. All documents, reports, studies, exhibits (81/2x11 ") or other materials submitted during this process will be kept as part of the record. Any documents offered to the Planning, Zoning and Appeals Board and the City Commission, which have not been provided fifteen (15) days before the meeting as part of the agenda materials will be entered into the record at the discretion of the aforementioned Board and Commission. ORDINANCE NO. 11469, CODIFIED IN CHAPTER 2, ARTICLE VI OF THE CITY CODE STATES THAT ANY PERSON WHO RECEIVES COMPENSATION, REMUNERATION OR EXPENSES FOR CONDUCTING LOBBYING ACTIVITIES TO REGISTER AS A LOBBYIST WITH THE CITY CLERK, PRIOR TO ENGAGING IN LOBBYING ACTIVITIES BEFORE CITY STAFF, BOARDS, COMMITTEES AND THE CITY COMMISSION. A COPY OF SAID ORDINANCE IS AVAILABLE 1N THE OFFICE OF THE CITY CLERK (MIAMI CITY HALL), LOCATED AT 3500 PAN AMERICAN DRIVE, MIAMI, FLORIDA, 33133. Ordinance No. 12918 states that each person or entity requesting approval, relief or other action from the City Commission or any of its boards, authorities, agencies, councils or committees regarding any issue, shall disclose at the commencement (or continuance) of the public hearing(s) on the issue, any consideration provided or committed, directly or on its behalf, for an agreement to support or withhold objection to the requested approval, relief or action. The Disclosure of Consideration Provided or Committed for Agreement to Support or Withhold Objection Affidavit included in this package must be submitted with the application. The applicant must, at the commencement of any public hearing on the issue, if there is any disclosure to report, read the disclosure into the record. Also, the applicant must supplement the affidavit if there is any new information or additional information to disclose. Copies of City Commission resolutions and ordinances can be obtained at our website through the "Legislative Hub", or for certified copies, contact the City Clerk's Office at 305-250-5360. Applications given to customers do not constitute action from the City of Miami without plans review and written comments from Zoning. AREA PLAN APPLICATION lease refer to Articles 3.9 of the Miami Code for Special Area Plans information. Mana Wvnwood District 2,. Applicant(s) Iris Escarra, Esquire on behalf of Mannigan Holdings, LLC, Megan Holdings, LLC, McI.anie .,Holdings, LLC, Malux Realty, LLC, Milana Holdings, LLC, Millie Realty, LLC, Mizrachi Holdings, LLC, Wvnwood Holdings, LLC, 2294 NW 2 Avenue Property LLC and Mapton Holdings, LLC, 3. Subject property address(es) and folio number(s): See attached Exhibit "B" for addresses and folio numbers of properties. 4. One (1) original survey dated within six (6) months from the date of application prepared by a State of Florida registered land surveyor. 5. One (1) original 24x36" plan, signed and sealed by a State of Florida registered architect or engineer showing property boundaries and proposed structure(s), parking, landscaping, etc.; building elevations and dimensions and computations of lot area and building spacing. 6. After Hearing Boards, Public Works, Zoning and Planning initial and date the plans, 11x17" copies of the original plan, including the survey, to be incorporated in the Special Area Plan binders. 7. After final City Commission approval, submittal of all documents in "InDesign" software. 8. Current Zoning Referral and Write -Up signed by the Office of Zoning designee. 9. A clear and legible copy of the recorded warranty deed and tax forms of the most current year showing the present owner(s) and legal description of the property to match the legal description on the survey. 10. A clear and legible copy of the subject property address(es) and legal description(s) on a separate sheet, labeled as "Exhibit A", to match with the current survey's legal description. 11. At least two photographs showing the entire property showing land and improvements. 12. Copy of the lobbyist registration processed by the Office of the City Clerk, if applicable. 13. Affidavit of Authority to Act and the Disclosure of Ownership of all owner —and contract purchasers, if applicable —of the subject property. 14. For all corporations and partnerships indicated: a) Articles of Incorporation; b) Certificate from Tallahassee showing good standing, less than one (1) year old; c) Corporate Resolution or a Power of Attorney signed by the secretary of the Corporation authorizing the person who signed the application to do so; d) Non-profit organizations: A list of Board of Directors less than one (1) year old. 15. Certified list of owners of real estate within 500 feet of the subject property. 16. Original Disclosure of Consideration Provided or Committed for Agreement to Support or Withhold Objection Affidavit. MIA 184570688v3 AREA PLAN APPLICATION -17. Origihal PUblic School Concurrency Management System Entered Requirements form. 18 Thesubject property(ies) cannot have any open code enforcement/lien violations. 19 ,':Wlia , is the of the project/property site'? 23.483 acres 20. What is the purpose of this application/nature of proposed use? Approval of Special Area Plan for proposed Mana Wynwood District. 21. Is the property within the boundaries of a historic site, historic district or archeological zone? Please contact the Planning and Zoning Department on the 3rd Floor for information. No 22. Is the property within the boundaries of an Environmental Preservation District? Please contact the Planning and Zoning Department on the 3`d Floor for information. No 23. What would be the anticipated duration of the presentation in front of the: x Planning, Zoning and Appeals Board 30 min and/or x City Commission 30 min 24. An executed Traffic Sufficiency Letter from the City of Miami's traffic consultant. 25. Maps showing the adopted comprehensive plan and existing zoning designations of the area. 26. General location map showing relation to the site or activity to major streets, schools, existing utilities, shopping areas, important physical features in and adjoining the project. 27. Concept Plan: a) Site plan and relevant information. b) Relationships to surrounding existing and proposed uses and activities, systems and facilities. c) How concept affects existing zoning and adopted comprehensive plan principles and designations; tabulation of any required variances, special permits, rezonings or exemptions. 28. Developmental Impact Study (an application for development approval for a Development of Regional Impact may substitute). 29. Twenty (20) Special Area Plan books —including one original —containing 8'/x11" copies of the above documents, including this application and any other pertinent documents. 30. One (1) electronic copy of every document included in the book, individually scanned in ".pdf' form. For example: 1) Outside Cover; 2) Inside Cover; 3) Table of Contents; etc. 31. Cost of processing according to Section 62-22 of the Miami City Code*: a. Special Area Plan (SAP) per acre b. Advertising (SAP) c. Development Agreement (for City Commission) d. Advertising (Development Agreement) e. School Concurrency Processing f. Mail notice fee per notice $ 5,000.00 $ 1,500.00 $ 2,500.00 $ 1,500.00 $ 150.00 $ 4.50 MIA 184570688v3 SPECIAL AREA PLAN APPLICATION g. Meeting package mailing fee per package h. Traff.i.c.Study (separate check) $ 6.00 $ 6,000.00 *Fees over $25, 000.00, shall be paid in the form of a certified check, cashier's check, or money order. Downtown Development of Regional Impact fee, Southeast Overtown Park West Development of Regional impact fee and Public School Concurrency fee may apply. Please contact the Planning and Zoning Department once development program is finalized. Signature Address 333 SE 2nd Avenue Name Carlos R. Laqo, Esquire Telephone 305-579-0578 STATE OF FLORIDA -- COUNTY OF MIAMI-DADE The foregoing was acknowledged before me this 20 15 , by Carlos R. Logo, Esquire who a(n) indi personally known to me or who has produced (did not) take an oath. (Stamp) E-mail Miami, Florida 33131 LagocCagtlaw.com day of July is a(n) individual/partner/agent/corporation of vidual/partnership/corporation. He/She is as identification and who did Signature MARISOL ROr3RIGUEZ War r PuhiiC - Slate of Florida My Sohn cp',Fes Sep 27, 2018 Co,,,n,c; # FF 153039 1L AREA PLAN APPLICATION AFFIDAVIT OF AUTHORITY TO ACT Before me this day, the undersigned personally appeared Carlos R. Laqo who being by me first deposes and says: 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, 0 including or 0 not including responses to day to day 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. Further Affiant sayeth not. Carlos R. Lago, Esquire Applicant(s) Name Applicant(s) Signatur STATE OF FLORIDA -- COUNTY OF MIAMI-DADE The foregoing was acknowledged before me this 2 day of July 20 15 , by Carlos R. Laqo who is a(n) individual/partner/agent/corporation of a(n) individual/partnership/corporation. He/She is personally known to me or who has produced as identification and who did (did not) take an oath. (Stamp) Signature MARISOL RODRIGUEZ Nota'y Puolir - State of Florida My Gc,+,im E spires Sep 27, 2018 rn FF 153039 �i`: r�4 n';I55i��n �e EXHIBIT "A" FOLIO NO. 01-3125-057-0011 (2400 NW 5TH AVENUE) LOT 4, LESS THE NORTH 10.00 FEET THEREOF, FIRST ADDITION TO GREENWOOD SUBDIVISION, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 57, PAGE(S) 50, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. FOLIO NO. 01-3125-000-0200 (535 NW 24TH STREET) COMMENCE AT THE SOUTHEAST CORNER OF THE NORTH 1/2 OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 25, TOWNSHIP 53 SOUTH, RANGE 41 EAST; THENCE WEST PARALLEL TO NORTHWEST 24TH STREET 199 FEET FOR THE POINT OF BEGINNING OF THE TRACT OF LAND HEREINAFTER DESCRIBED; THENCE NORTH PARALLEL TO NORTHWEST 5TH AVENUE 175 FEET; THENCE WEST PARALLEL TO NORTHWEST 24TH STREET 110 FEET; THENCE SOUTH PARALLEL TO NORTHWEST 5TH AVENUE 175 FEET; THENCE EAST PARALLEL TO NORTHWEST 24TH STREET 110 FEET TO THE POINT OF BEGINNING; SAID PROPERTY LYING AND BEING IN MIAMI- DADE COUNTY, FLORIDA. LESS THE FOLLOWING DESCRIBED PROPERTY THEREOF DEEDED TO THE CITY OF MIAMI FOR STREET RIGHT OF WAY PURPOSES, TO -WIT: COMMENCE AT THE SOUTHEAST CORNER OF THE NORTH 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 25, TOWNSHIP 53 SOUTH, RANGE 41 EAST; THENCE WEST ALONG THE SOUTH LINE OF THE NORTH 1/2 OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 25 FOR A DISTANCE OF 199 FEET .:OR A POINT OF BEGINNING; THENCE RUN NORTH AND PARALLEL TO THE CENTER LINE OF NORTHWEST 5TH AVENUE FOR A DISTANCE OF 25.47 FEET TO A POINT; THENCE WEST ALONG A LINE PARALLEL TO THE SOUTH LINE OF THE NORTH 1/2 OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 25 FOR A DISTANCE OF 110 FEET MORE OR LESS TO A POINT; THENCE RUN SOUTH ALONG A LINE PARALLEL TO THE CENTER LINE OF NORTHWEST 5TH AVENUE FOR A DISTANCE OF 25.42 FEET TO A POINT ON THE SOUTH LINE OF THE NORTH 1/2 OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 25; THENCE RUN EAST ALONG THE SOUTH LINE OF THE NORTH 1/2 OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 25 FOR A DISTANCE OF 110 FEET TO THE POINT OF BEGINNING EXCEPTING, HOWEVER, THAT PART OF THE ABOVE DESCRIBED AREA UPON WHICH ANY PORTION OF THE EXISTING BUILDING HAS BEEN CONSTRUCTED AND NOW OCCUPIES ESTIMATED TO BE TWO -TENTHS OF A FOOT, MORE OR LESS, ALONG THE SOUTH SIDE OF SAID BUILDING. FOLIO NO. 01-3125-057-0150 (545 NW 24TH STREET) THE EASTERLY 20 FEET OF LOT 16 OF FIRST ADDITION TO GREENWOOD SUBDIVISION, A SUBDIVISION ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 57, PAGE 50, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA -OLIO NO. 01-3125-057-0140 (555 NW 24TH STREET) LOT 16, LESS THE EAST 20 FEET THEREOF, OF FIRST ADDITION TO GREENWOOD SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 57, PAGE 50, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORI DA. FOLIO NO. 01-3125-043-0020 (210 NW 2ZND TERRACE) LOT 2, BLOCK 1, WEAVER'S SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 6, PAGE 31, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. FOLIO NO. 01-3125-074-0030 (NO ADDRESS AVAILABLE) A PORTION OF THE SOUTHWEST 1/4 OF SECTION 25, TOWNSHIP 53 SOUTH, RANGE 41 EAST, MIAMI-DADE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 5.00 FEET NORTH OF THE SOUTHWEST CORNER OF LOT 8, BLOCK "A" OF "J.A. DANN'S SECONDS ADDITION," ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 3, PAGE 25, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA; THENCE RUN NORTH 00 DEGREES 06 MINUTES 57 SECONDS WEST FOR A DISTANCE OF 138.72 FEET; THENCE RUN SOUTH 89 DEGREES 48 MINUTES 58 SECONDS WEST, FOR A DISTANCE OF 740.11 FEET; THENCE RUN NORTH 00 DEGREES 06 MINUTES 35 SECONDS WEST FOR A DISTANCE OF 200.27 FEET; (HENCE RUN NORTH 89 DEGREES 48 MINUTES 40 SECONDS EAST, FOR A DISTANCE OF 146.88 FEET; THENCE RUN NORTH 00 DEGREES 06 MINUTES 34 SECONDS WEST, FOR A DISTANCE OF 40.00 FEET; THENCE RUN NORTH 89 DEGREES 48 MINUTES 40 SECONDS EAST, FOR A DISTANCE OF 463.31 FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE TO THE RIGHT; THENCE CONTINUE SOUTHEASTERLY, ALONG SAID CIRCULAR CURVE, HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 90 DEGREES 04 MINUTES 52 SECONDS AND AN ARC DISTANCE OF 39.31 FEET TO THE POINT OF TANGENCY; THENCE RUN SOUTH 00 DEGREES 03 MINUTES 28 SECONDS EAST, FOR A DISTANCE OF 65.30 FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE TO THE RIGHT; THENCE CONTINUE SOUTHWESTERLY ALONG SAID CIRCULAR CURVE, HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 89 DEGREES 55 MINUTES 08 SECONDS AND AN ARC DISTANCE OF 39.23 FEET TO THE POINT OF TANGENCY; THENCE RUN SOUTH 89 DEGREES 48 MINUTES 40 SECONDS WEST, FOR A DISTANCE OF 27.33 FEET; THENCE RUN NORTH 00 DEGREES 06 MINUTES 29 SECONDS WEST, FOR A DISTANCE OF 75.00 FEET; THENCE RUN SOUTH 89 DEGREES 48 MINUTES 40 SECONDS WEST, FOR A DISTANCE OF 62.26 FEET; THENCE RUN SOUTH 00 DEGREES 06 MINUTES 29 SECONDS EAST, FOR A DISTANCE OF 75.00 FEET; THENCE RUN SOUTH 89 DEGREES 48 MINUTES 40 SECONDS WEST, FOR A DISTANCE OF 62.29 FEET; THENCE RUN SOUTH 00 DEGREES 06 MINUTES 19 SECONDS EAST, FOR A DISTANCE OF 125.01 FEET; THENCE RUN SOUTH 89 DEGREES 48 MINUTES 58 SECONDS WEST FOR A DISTANCE OF 68.18 FEET; THENCE RUN SOUTH 00 DEGREES 06 MINUTES 46 SECONDS EAST, FOR A DISTANCE OF 139.20 FEET; THENCE RUN NORTH 90 DEGREES 00 MINUTES 00 SECONDS WEST, FOR A DISTANCE OF 150.03 FEET TO THE POINT OF BEGINNING. OLIO NO. 01-3125-035-0440 (590 NW 23RD STREET) LOTS 15 AND 16, BLOCK 4 OF N.W. SEVENTH AVE. ADDITION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 7, PAGE 36, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. FOLIO NO. 01-3125-035-0450 (580 NW 23RD STREET) LOT 17, BLOCK 4 OF N.W. SEVENTH AVE. ADDITION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 7, PAGE 36, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. FOLIO NO. 01-3125-035-0470 (564 NW 23RD STREET) LOTS 18, 19 AND 20, BLOCK 4 OF N.W. SEVENTH AVE. ADDITION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 7, PAGE 36, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. FOLIO NO. 01-3125-035-0490 (550 NW 23RD STREET) LOT 21, BLOCK 4 OF N.W. SEVENTH AVE. ADDITION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT 900K 7, PAGE 36, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. FOLIO NO. 01-3125-035-0510 (540 NW 23RD STREET) LOT 22, BLOCK 4 OF N.W. SEVENTH AVE. ADDITION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 7, PAGE 36, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. FOLIO NO. 014-3125-035-0540 (524 NW 23RD STREET) LOT 25, BLOCK 4 OF N.W. SEVENTH AVE. ADDITION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 7, PAGE 36, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. FOLIO NO. 01-3125-035-0640 (521 NW 22ND STREET) LOT 34, BLOCK 4 OF N.W. SEVENTH AVE. ADDITION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 7, PAGE 36, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. OLIO NO. 01-3125-035-0650 (527 NW 22ND STREET) LOT 35, BLOCK 4 OF N.W. SEVENTH AVE. ADDITION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT 300K 7, PAGE 36, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. FOLIO NO. 01-3125-035-0660 (545 NW 22ND STREET) LOT 36, AND THE WEST 2.5 FEET OF LOT A, BLOCK 4 OF N.W. SEVENTH AVE. ADDITION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 7, PAGE 36, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. FOLIO NO. 01-3125-035-0670 (549 NW 22ND STREET) LOT 37, BLOCK 4 OF N.W. SEVENTH AVE. ADDITION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 7, PAGE 36, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. FOLIO NO. 01-3125-074-0040 (NO ADDRESS AVAILABLE) TRACT D, WYNWOOD INDUSTRIAL COMPLEX, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 149, PAGE 85, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS 'OLLOWS: BEGIN AT THE NORTHWEST CORNER OF SAID TRACT D; THENCE NORTH 89 50' 00" EAST ALONG THE NORTH LINE OF SAID TRACT D, BEING ALSO THE SOUTH RIGHT-OF-WAY LINE OF N.W. 23RD STREET, A DISTANCE OF 77.536 FEET; THENCE SOUTH 00° 01' 09" WEST ALONG THE EAST LINE OF SAID TRACT D, A DISTANCE OF 119.90 FEET; THENCE SOUTH 89° 49' 37" WEST ALONG THE SOUTH LINE OF SAID TRACT D, A DISTANCE OF 77.52 FEET; THENCE NORTH 00° 00' 48" EAST ALONG THE WEST LINE OF SAID TRACT D, A DISTANCE OF 119.91 FEET TO THE POINT OF BEGINNING. FOLIO NO. 01-3125-035-0281 (557 NW 22ND STREET) LOT 38, BLOCK 4 OF N.W. SEVENTH AVE. ADDITION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 7, PAGE 36, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. FOLIO NO. 01-3125-035-0690 (563 NW 22ND STREET) LOTS B, 39 AND 40, BLOCK 4 OF N.W. SEVENTH AVE. ADDITION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN LAT BOOK 7, PAGE 36, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. FOLIO NO. 01-3125-035-0580 (500 NW 23RD STREET) LOT 29, LESS THE SOUTH 33 FEET THEREOF, AND THE EAST 7.5 FEET OF LOT 28, LESS THE SOUTH 33 FEET THEREOF, BLOCK 4, N.W. SEVENTH AVE. ADDITION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 7, PAGE 36, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. FOLIO NO. 01-3125-035-0590 (2240 NW 5TH AVENUE) THE SOUTH 33 FEET OF LOTS 28 AND 29, BLOCK 4, N.W. SEVENTH AVE. ADDITION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 7, PAGE 36, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. FOLIO NO. 01-3125-074-0050 (NO ADDRESS AVAILABLE) TRACT "E," "WYNWOOD INDUSTRIAL COMPLEX," ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 149, PAGE 85, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. FOLIO NO. 01-3125-035-0610 (2270 NW 5TH AVENUE) LOT 31, BLOCK 4 OF N.W. SEVENTH AVE. ADDITION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 7, PAGE 36, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. FOLIO NO. 01-3125-034-0640 (375 NW 23RD STREET) 01-3125-034-0300 (394 NW 24TH STREET) 01-3125-034-0310 (382 NW 24TH STREET) LOTS 31 AND 32, LESS THE NORTH 5 FEET THEREOF, AND LOT 65, CORRECTED MAP OF SPAULDING SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 3, PAGE 161, OF THE PUBLIC RECORDS OF MIAMI- DADE COUNTY, FLORIDA. FOLIO NO. 01-3125-035-0270 (537 NW 22ND STREET) THE EAST 37.5 FEET OF LOT "A," BLOCK 4 OF N.W. SEVENTH AVE. ADDITION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 7, PAGE 36, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. rOLIO NO. 01-3125-046-0050 (550 NW 24TH STREET) LOTS 5 THROUGH 26, LESS LOT 11 AND LESS THE SOUTH 41 FEET OF THE NORTH 91 FEET OF LOT 21, ALL IN BLOCK 1, OF MORRIS PARK, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 7, AT PAGE 39, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. FOLIO NO. 01-3125-046-0150 (567 NW 23RD STREET) THE NORTH 42 FEET OF THE SOUTH 93.2 FEET OF LOT 21, BLOCK 1, OF MORRIS PARK, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 7, AT PAGE 39, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. FOLIO NO, 01-3125-046-0010 (2380 NW 5TH AVENUE) LOTS 1, 2 AND 4, BLOCK 1, OF MORRIS PARK, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 7, AT PAGE 39, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. FOLIO NO. 01-3125-046-0030 (2330 NW 5TH AVENUE) LOT 3, BLOCK 1, OF MORRIS PARK, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 7, AT PAGE 39, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. FOLIO NO. 01-3125-046-0220 (2300 NW 5TH AVENUE) LOT 27, BLOCK 1, OF MORRIS PARK, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 7, AT PAGE 39, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. FOLIO NO. 01-3125-046-0230 (2308 NW 5TH AVENUE) LOT 28, BLOCK 1, OF MORRIS PARK, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 7, AT PAGE 39, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. FOLIO NO. 01-3125-046-0240 (2320 NW 5TH AVENUE) LOT 29, BLOCK 1, OF MORRIS PARK, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 7, AT PAGE 39, 1F THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. FOLIO NO. 01-3125-046-0250 (2324 NW 5TH AVENUE) LOT 30, BLOCK 1, OF MORRIS PARK, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 7, AT PAGE 39, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. FOLIO NO. 01-3125-035-0550 (518 NW 23RD STREET) LOT 26, BLOCK 4, OF NORTHWEST SEVENTH AVENUE ADDITION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 7, AT PAGE 36, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. FOLIO NO. 01-3125-035-0560 (514 NW 23RD STREET) LOT 27, BLOCK 4, OF NORTHWEST SEVENTH AVENUE ADDITION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 7, AT PAGE 36, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. FOLIO NO. 01-3125-035-0570 (508 NW 23RD STREET) .OT 28, LESS THE EASTERLY 7.5 FEET AND LESS THE SOUTHERLY 33 FEET, BLOCK 4, OF NORTHWEST SEVENTH AVENUE ADDITION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 7, AT PAGE 36, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. FOLIO NO. 01-3125-035-0600 (2222 NW 5TH AVENUE) LOT 30, BLOCK 4, OF N.W. SEVENTH AVE. ADDITION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 7, AT PAGE 36, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. FOLIO NO. 01-3125-035-0700 (583 NW 22ND STREET) LOT 41, BLOCK 4, OF N.W. SEVENTH AVE ADDITION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 7, AT PAGE 36, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. FOLIO NO. 01-3125-035-0710 (587 NW 22ND STREET) LOT 42 AND 43, LESS THE WEST 2.5 FEET, BLOCK 4, OF NORTHWEST SEVENTH AVENUE ADDITION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 7, AT PAGE 36, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. FOLIO NO. 01-3125-034-0250 (2337 NW 5TH AVENUE) LOTS 26, 27, 28, 29 AND 30, LESS THE NORTH 10.00 FEET AND LOTS 66, 67, 68, 69 AND 70, LESS THE SOUTH 10.00 FEET OF CORRECTED MAP OF SPAULDING SUBDIVISION, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 3, AT PAGE 161, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. FOLIO NO. 01-3125-034-0670 (490 NW 23RD STREET) LOTS 71, 72 AND 73, LESS THE NORTH 10.00 FEET OF CORRECTED MAP OF SPAULDING SUBDIVISION, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 3, AT PAGE 161, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. FOLIO NO. 01-3125-070-0090 (435 NW 22ND LANE) ..OT 1, BLOCK 2, OF MIAMI FASHION CENTER SECTION 1, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 123, AT PAGE 57, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. FOLIO NO. 01-3125-044-0010 (205 NW 22ND LANE) 01-3125-044-0020 (251 NW 22ND LANE) 01-3125-034-0830 (270 NW 23RD STREET) 01-3125-034-0890 (2268 NW 2ND AVENUE) THE FOLLOWING PARCELS, ALL BEING LOCATED IN THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 25, TOWNSHIP 53 SOUTH, RANGE 41 EAST IN MIAMI-DADE COUNTY, FLORIDA. LOT 1 OF BLOCK 1, OF AN UNRECORDED PLAT OF THE FIRST ADDITION OF WEAVER'S SUBDIVISION, MIAMI-DADE COUNTY, FLORIDA, BEING OTHERWISE DESCRIBED AS FOLLOWS: WEST 62.27 FEET OF THE EAST 87.27 FEET OF THE NORTH 85 FEET OF THE SE 1/4 OF THE SW 1/4 , LESS THE EAST 5 FEET THEREOF AND LESS THE SOUTH 10 FEET THEREOF. LOTS 2, 3, 4, 5, 6, 7, AND 8, BLOCK 1, INCLUSIVE, OF AN UNRECORDED PLAT OF FIRST ADDITION OF WEAVER'S SUBDIVISION, MIAMI-DADE COUNTY, FLORIDA, MORE FULLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 87.27 FEET WEST OF THE NORTHWEST CORNER OF THE SE 1/4 OF SECTION 25, TOWNSHIP 53 SOUTH, RANGE 41 EAST, +IIAMI-DADE COUNTY, FLORIDA; THENCE RUN WEST 435.89 FEET TO POINT; THENCE RUN SOUTH 85.00 FEET TO A POINT; THENCE RUN EAST 435.89 FEET TO A POINT; THENCE RUN NORTH 85.00 FEET TO THE POINT OF BEGINNING, LESS THE SOUTH 10 FEET THEREOF. LOTS 86 THROUGH 88, BOTH INCLUSIVE, OF CORRECTED MAP OF SPAULDING'S SUBDIVISION, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 3, PAGE 161 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, LESS THE NORTH 5 FEET THEREOF. THE SOUTH HALF OF LOTS 94 AND 95, OF CORRECTED MAP OF SPAULDING'S SUBDIVISION, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 3, PAGE 161, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, LESS A STRIP OF LAND 5 FEET IN WIDTH OFF THE EAST SIDE THEREOF. FOLIO NO. 01-3125-034-0880 (2294 NW 2ND AVENUE) THE NORTH 1/2 OF LOTS 94 AND 95, OF SPAULDING'S SUBDIVISION OF THE SOUTH WOODLAWN TRACT, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 3, PAGE 161, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. FOLIO NO. 01-3125-074-0010 (318 NW 23RD STREET) '.EGAL DESCRIPTION OF COMBINED PARCELS OF WYNWOOD COMMUNITY ECONOMIC DEVELOPMENT .:ORPORATION AND REALTY INVESTMENT MORTGAGE CORPORATION, INC.: PORTION OF TRACTS A AND B OF WYNWOOD INDUSTRIAL COMPLEX, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 149, PAGE 85, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA; MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF SAID TRACT A; THENCE RUN SOUTH 00 DEGREES 02 MINUTES 00 SECONDS WEST, ALONG THE WEST LINE OF SAID TRACT A, A DISTANCE OF 88.66 FEET TO THE POINT OF BEGINNING; THENCE NORTH 89 DEGREES 49 MINUTES 46 SECONDS EAST, A DISTANCE OF 381.40 FEET; THENCE 00 DEGREES 02 MINUTES 00 SECONDS WEST, A DISTANCE OF 85.06 FEET; THENCE NORTH 89 DEGREES 48 MINUTES 40 SECONDS EAST, A DISTANCE OF 232.96 FEET; THENCE SOUTH 00 DEGREES 06 MINUTES 34 SECONDS EAST, A DISTANCE OF 29.87 FEET; THENCE SOUTH 89 DEGREES 48 MINUTES 40 SECONDS WEST, A DISTANCE OF 62.27 FEET; THENCE SOUTH 00 DEGREES 06 MINUTES 50 SECONDS EAST, A DISTANCE OF 50.00 FEET; THENCE SOUTH 89 DEGREES 48 MINUTES 40 SECONDS WEST, ALONG THE SOUTH LINE OF SAID TRACT B, A DISTANCE OF 62.32 FEET; THENCE NORTH 00 DEGREES 06 MINUTES 35 SECONDS WEST, A DISTANCE OF 40.00 FEET; THENCE SOUTH 89 DEGREES 48 MINUTES 40 SECONDS WEST, A DISTANCE OF 288.89 FEET; THENCE SOUTH 00 DEGREES 00 MINUTES 00 SECONDS EAST, A DISTANCE OF 40.00 FEET; THENCE SOUTH 90 DEGREES 00 MINUTES 00 SECONDS EAST, A DISTANCE OF 117.96 FEET; THENCE SOUTH 00 DEGREES 06 MINUTES 30 SECONDS EAST, A DISTANCE OF 99.71 FEET; THENCE SOUTH 90 DEGREES 00 MINUTES 00 SECONDS EAST, A DISTANCE OF 58.70 FEET TO A POINT ON A CIRCULAR CURVE, CONCAVE -0 THE SOUTHEAST, WHICH POINT THE RADIAL LINE BEARS NORTH 89 DEGREES 53 MINUTES 20 SECONDS EAST; 1-HENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE HAVING FOR ITS ELEMENTS A RADIUS OF 25.00 FEET THROUGH A CENTRAL ANGLE OF 89 DEGREES 55 MINUTES 10 SECONDS FOR AN ARC DISTANCE OF 39.23 FEET TO FHE POINT OF TANGENCY; THENCE NORTH 89 DEGREES 48 MINUTES 40 SECONDS EAST, A DISTANCE OF 65.05 FEET; THENCE SOUTH 00 DEGREES 06 MINUTES 35 SECONDS EAST, A DISTANCE OF 25.00 FEET; THENCE SOUTH 89 DEGREES 48 MINUTES 40 SECONDS WEST, A DISTANCE OF 70.03 FEET; THENCE SOUTH 00 DEGREES 06 MINUTES 30 SECONDS EAST, ALONG THE EAST LINE OF SAID TRACT A, A DISTANCE OF 237.65 FEET; THENCE SOUTH 90 DEGREES 00 MINUTES 00 SECONDS WEST, ALONG THE SOUTH LINE OF SAID TRACT A, BEING ALSO THE NORTH RIGHT-OF-WAY LINE OF N. W. 22ND STREET, A DISTANCE OF 70.00 FEET; THENCE NORTH 00 DEGREES 06 MINUTES 30 SECONDS WEST, A DISTANCE OF 135.00 FEET; THENCE SOUTH 90 DEGREES 00 MINUTES 00 SECONDS WEST, A DISTANCE OF 100.00 FEET; THENCE SOUTH 00 DEGREES 06 MINUTES 30 SECONDS EAST, A DISTANCE OF 135.00 FEET; THENCE SOUTH 90 DEGREES 00 MINUTES 00 SECONDS WEST, ALONG THE SOUTH LINE OF SAID TRACT A, BEING ALSO THE NORTH RIGHT-OF-WAY LINE OF N. W. 22ND STREET, A DISTANCE OF 353.48 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE NORTHEAST; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE HAVING FOR ITS ELEMENTS A RADIUS OF 25.00 FEET THROUGH A CENTRAL ANGLE OF 90 DEGREES 02 MINUTES 00 SECONDS FOR AN ARC DISTANCE OF 39.28 FEET TO A POINT OF TANGENCY; THENCE NORTH 00 DEGREES 02 MINUTES 00 SECONDS EAST, ALONG THE WEST LINE OF SAID TRACT A, BEING ALSO THE EAST RIGHT-OF-WAY LINE OF N. W. 5TH AVENUE, A DISTANCE OF 326.25 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE SOUTHEAST; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, HAVING FOR ITS ELEMENTS A RADIUS OF 25.00 FEET THROUGH A CENTRAL ANGLE OF 89 DEGREES 46 MINUTES 40 SECONDS FOR AN ARC DISTANCE OF 39.17 FEET TO A POINT OF TANGENCY; THENCE NORTHG 89 DEGREES 48 MINUTES 40 SECONDS EAST, A DISTANCE OF 32.60 FEET; THENCE NORTH 00 DEGREES 02 MINUTES 00 SECONDS EAST, A DISTANCE OF 125.08 FEET; THENCE NORTH 89 )EGREES 49 MINUTES 46 SECONDS EAST, A DISTANCE OF 92.50 FEET TO THE POINT OF BEGINNING. TOGETHER WITH: A PORTION OF TRACT C OF WYNWOOD INDUSTRIAL COMPLEX, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 149, PAGE 85 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE SOUTHWEST CORNER OF TRACT C OF WYNWOOD INDUSTRIAL COMPLEX, RECORDED IN PLAT BOOK 149, PAGE 85; THENCE NORTH 00 DEGREES 06 MINUTES 30 SECONDS WEST, ALONG THE DIVISION LINE BETWEEN TRACT A AND TRACT C OF THE AFORESAID PLAT BOOK 149, PAGE 85, A DISTANCE OF 237.65 FEET; THENCE NORTH 89 DEGREES 48 MINUTES 40 SECONDS EAST, ALONG THE DIVISION LINE BETWEEN TRACT A AND TRACT C OF THE AFORESAID PLAT BOOK 149, PAGE 85, A DISTANCE OF 70.03 FEET TO A POINT; THENCE SOUTH 00 DEGREES 06 MINUTES 35 SECONDS EAST A DISTANCE OF 237.88 FEET TO A POINT ON THE SOUTH LINE OF SAID TRACT C, ALSO BEING THE NORTH RIGHT-OF-WAY LINE OF N. W. 22ND STREET, RECORDED IN AFORESAID PLAT BOOK 149, PAGE 85; THENCE WEST ALONG THE SAID LINE, A DISTANCE OF 70.03 FEET TO THE POINT OF BEGINNING. LEGAL DESCRIPTION OF REALTY INVESTMENT MORTGAGE CORPORATION, INC. 0ARCEL 1) THAT PORTION OF TRACT A, AND TRACT B, OF WYNWOOD INDUSTRIAL COMPLEX, ACCORDING TO THE PLAT (HEREOF, AS RECORDED IN PLAT BOOK 149, PAGE 85, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWESTERLY CORNER OF SAID TRACT A; THENCE RUN NORTH 89 DEGREES 55 MINUTES 00 SECONDS EAST ALONG THE NORTH LINE OF SAID TRACT A, FOR A DISTANCE OF 600.00 FEET TO THE NORTHEAST CORNER OF SAID TRACT A; THENCE RUN SOUTH 00 DEGREES 02 MINUTES 00 SECONDS WEST FOR A DISTANCE OF 87.75 FEET; THENCE NORTH 89 DEGREES 49 MINUTES 46 SECONDS EAST FOR A DISTANCE OF 14.14 FEET; THENCE RUN SOUTH 00 DEGREES 06 MINUTES 34 SECONDS EAST A DISTANCE OF 84.98 FEET; THENCE RUN SOUTH 89 DEGREES 48 MINUTES 40 SECONDS WEST FOR A DISTANCE OF 232.96 FEET; THENCE RUN NORTH 00 DEGREES 02 MINUTES 00 SECONDS EAST, FOR A DISTANCE OF 85.06 FEET; THENCE RUN SOUTH 89 DEGREES 49 MINUTES 46 SECONDS WEST TO A POINT ON THE WESTERLY LINE OF SAID TRACT A, FOR A DISTANCE OF 381.40 FEET; THENCE RUN NORTH 00 DEGREES 02 MINUTES 00 SECONDS EAST ALONG THE WEST LINE OF SAID TRACT A, FOR A DISTANCE OF 88.66 FEET TO THE POINT OF BEGINNING. TOGETHER WITH: (PARCEL 2) COMMENCE AT THE NORTHEAST CORNER OF SAID TRACT A;' THENCE RUN SOUTH 00 DEGREES 02 MINUTES 00 SECONDS WEST, ALONG THE EASTERLY LINE OF SAID TRACT A, FOR A DISTANCE OF 87.75 FEET; THENCE RUN NORTH 39 DEGREES 49 MINUTES 46 SECONDS EAST, ALONG THE BOUNDARY LINE OF SAID TRACT B, FOR A DISTANCE OF 14.14 FEET; THENCE RUN SOUTH 00 DEGREES 06 MINUTES 34 SECONDS EAST ALONG THE EASTERLY LINE OF SAID TRACT B, FOR A DISTANCE OF 114.85 FEET TO THE POINT OF BEGINNING; THENCE RUN SOUTH 00 DEGREES 06 MINUTES 50 SECONDS EAST, FOR A DISTANCE OF 50.00 FEET; THENCE RUN SOUTH 89 DEGREES 48 MINUTES 40 SECONDS WEST, FOR A DISTANCE OF 62.27 FEET; THENCE RUN NORTH 00 DEGREES 06 MINUTES 50 SECONDS WEST, FOR A DISTANCE OF 50.00 FEET; THENCE RUN NORTH 89 DEGREES 48 MINUTES 40 SECONDS EAST, FOR A DISTANCE OF 62.27 FEET TO THE POINT OF BEGINNING. TOGETHER WITH: (PARCEL 3) COMMENCE AT THE NORTHWESTERLY CORNER OF SAID TRACT A; THENCE RUN NORTH 89 DEGREES 55 MINUTES 00 SECONDS EAST ALONG THE NORTH LINE OF SAID TRACT A, FOR A DISTANCE OF 489.28 FEET; THENCE RUN SOUTH 00 DEGREES 06 MINUTES 35 SECONDS EAST, FOR A DISTANCE OF 212.81 FEET TO THE POINT OF BEGINNING; THENCE RUN SOUTH 00 DEGREES 06 MINUTES 35 SECONDS EAST, FOR A DISTANCE OF 40.00 FEET; THENCE SOUTH 89 DEGREES 48 MINUTES 40 SECONDS WEST, FOR A DISTANCE OF 22.29 FEET; THENCE RUN SOUTH 00 DEGREES 06 MINUTES 35 SECONDS EAST, A DISTANCE OF 75.32 FEET; THENCE SOUTH 89 DEGREES 48 MINUTES 40 SECONDS WEST, FOR A DISTANCE OF 65.05 FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE TO THE LEFT; THENCE 'UN ALONG SAID CURVE CONCAVE TO THE SOUTHEAST, HAVING FOR ITS ELEMENTS A RADIUS OF 25.00 FEET, A 2ENTRAL ANGLE OF 89 DEGREES 55 MINUTES 10 SECONDS FOR AN ARC DISTANCE OF 39.23 FEET; THENCE RUN SOUTH 90 DEGREES 00 MINUTES 00 SECONDS EAST, FOR A DISTANCE OF 58.70 FEET; THENCE RUN NORTH 00 DEGREES 06 MINUTES 30 SECONDS WEST, FOR A DISTANCE OF 99.71 FEET; THENCE RUN NORTH 90 DEGREES 00 MINUTES 00 SECONDS WEST, FOR A DISTANCE OF 117.96 FEET; THENCE RUN NORTH 00 DEGREES 00 MINUTES 00 SECONDS EAST, FOR A DISTANCE OF 40.00 FEET; THENCE RUN NORTH 89 DEGREES 48 MINUTES 40 SECONDS EAST, FOR A DISTANCE OF 288.89 FEET TO THE POINT OF BEGINNING. TOGETHER WITH: (PARCEL 4) COMMENCE AT THE SOUTHEAST CORNER OF SAID TRACT A; THENCE RUN SOUTH 90 DEGREES 00 MINUTES 00 SECONDS WEST, ALONG THE SOUTH LINE OF SAID TRACT A, FOR A DISTANCE OF 70.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 90 DEGREES 00 MINUTES 00 SECONDS WEST, ALONG THE SOUTH LINE FOR SAID TRACT A, FOR A DISTANCE OF 100.00 FEET; THENCE RUN NORTH 00 DEGREES 06 MINUTES 30 SECONDS WEST, FOR A DISTANCE OF 135.00 FEET; THENCE RUN NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST, FOR A DISTANCE OF 100.00 FEET; THENCE RUN SOUTH 00 DEGREES 06 MINUTES 30 SECONDS EAST, A DISTANCE OF 135.00 FEET TO THE POINT OF BEGINNING. TOGETHER WITH THOSE PORTIONS OF FORMER PUBLIC ALLEYS VACATED PURSUANT TO CITY OF MIAMI ORDINANCE 13492 LYING ADJACENT AND APPURTENANT TO THE AFOREDESCRIBED LANDS. Mana Wynwood SAP- Exhibit "B" M)5 ss t�� ty ..y Tab § '.„` �]�`" • [^' k'"�i.'».r 1yf -airy r yr • 11 f .„ - - --, ',fi,r,-„ � 1 -- 318 NW 23 ST Miami, FL 33127-4318 01-3125-074-0010 Mannigan Holdings, LLC 2 (VACANT LAND)NW 23 ST Miami, FL 01-3125-074-0030 Megan Holdings, LLC 210 NW 22 TER Miami, FL 33127-4811 01-3125-043-0020 Megan Holdings, LLC .111111 550 NW 24 ST Miami, FL 33127-4328 01-3125-046-0050 Melanie Holdings, LLC 2320 NW 5 AVE Miami, FL 33127-4310 01-3125-046-0240 Melanie Holdings, LLC 2308 NW 5 AVE Miami, FL 33127-4310 01-3125-046-0230 Melanie Holdings, LLC IIMINEM 111111.1111111111 2300 NW 5 AVE Miami, FL 33127-4310 01-3125-046-0220 Melanie Holdings, LLC 2324 NW 5 AVE Miami, FL 33127-4310 01-3125-046-0250 Melanie Holdings, LLC 2330 NW 5 AVE Miami, FL 33127-4310 01-3125-046-0030 Melanie Holdings, LLC 2380 NW 5 AVE Miami, FL 33127-4310 01-3125-046-0010 Melanie Holdings, LLC 567 NW 23 ST Miami, FL 33127-4321 01-325-046-0150 Melanie Holdings, LLC 490 NW 23 ST Miami, FL 33127-4320 01-3125-034-0670 Melanie Holdings, LLC 435 NW 22 LN Miami, FL 33127-4726 01-3125-070-0090 Melanie Holdings, LLC 587 NW 22 ST Miami, FL 33127-4727 01-3125-035-0710 Melanie Holdings, LLC .111111111111111111 518 NW 23 ST Miami, FL 33127-4322 01-3125-035-0550 Melanie Holdings, LLC 514 NW 23 ST Miami, FL 33127-4322 01-3125-035-0560 Melanie Holdings, LLC 508 NW 23 ST Miami, FL 33127-4322 01-3125-035-0570 Melanie Holdings, LLC 4 2337 NW 5 AVE Miami, FL 33127-4309 01-3125-034-0250 Malux Realty LLC 5 583 NW 22 ST Miami, FL 33127-4727 01-3125-035-0700 Milana Holdings, LLC 500 NW 23 ST Miami, FL 33127-4322 01-3125-035-0580 Milana Holdings, LLC 2240 NW 5 AVE Miami, FL 33127-4750 01-3125-035-0590 Milana Holdings, LLC 2222 NW 5 AVE Miami, FL 33127-4750 01-3125-035-0600 Milana Holdings, LLC 2270 NW 5 AVE Miami, FL 33127-4750 01-3125-035-0610 Milana Holdings, LLC 511 NW 22 Street Miami, FL 33127-4750 01-3125-074-0050 Milana Holdings, LLC 6 2400 NW 5 AVE, Miami, FL 33127-4312 01-3125-057-0011 Millie Realty, LLC 555 NW 24 ST Miami, FL 33127-4327 01-3125-057-0140 Millie Realty, LLC 545 NW 24 ST Miami, FL 33127-4327 01-3125-057-0150 Millie Realty, LLC �■ 7 535 NW 24 ST Miami, FL 33127-4327 01-3125-000-0200 IZEIT 382 NW 24 ST Miami, FL 33127-4326 01-3125-034-0310 Mizrachi Holdings, LLC 394 NW 24 ST Miami, FL 33127-4326 01-3125-034-0300 Mizrachi Holdings, LLC 375 NW 23 5T Miami, FL 33127-4317 01-3125-034-0640 Mizrachi Holdings, LLC 563 NW 22 ST Miami, FL 33127-4727 01-3125-035-0690 Wynwood Holdings, LLC 549 NW 22 5T Miami, FL 33127-4727 01-3125-035-0670 Wynwood Holdings, LLC 557 NW 22 ST Miami, FL 33127-4727 01-3125-035-0281 Wynwood Holdings, LLC 545 NW 22 ST Miami, FL 33127-4727 01-3125-035-0660 Wynwood Holdings, LLC 527 NW 22 ST Miami, FL 33127-4727 01-3125-035-0650 Wynwood Holdings, LLC 521 NW 22 ST Miami, FL 33127-4727 01-3125-035-0640 Wynwood Holdings, LLC 537 NW 22 ST Miami, FL 33127-4727 01-3125-035-0270 Wynwood Holdings, LLC 590 NW 23 ST Miami, FL 33127-4322 01-3125-035-0440 Wynwood Holdings, LLC 580 NW 23 STMiami, FL 33127-4322 01-3125-035-0450 Wynwood Holdings, LLC 564 NW 23 ST Miami, FL 33127-4322 01-3125-035-0470 Wynwood Holdings, LLC 550 NW 23 ST Miami, FL 33127-4322 01-3125-035-0490 Wynwood Holdings, LLC 540 NW 23 ST Miami, FL 33127-4322 01-3125-035-0510 Wynwood Holdings, LLC VACANT LAND NW 23 ST, Miami , FL 01-3125-074-0040 Wynwood Holdings, LLC 524 NW 23 ST Miami, FL 33127-4322 01-3125-035-0540 Wynwood Holdings, LLC 9 2294 NW 2 AVE Miami, FL 33127-4841 01-3125-034-0880 2294 NW 2 Avenue Realty, LLC 10 205 NW 22 Lane 01-3125-044-0010 Mapton Holdings LLC 251 NW 22 Lane 01-3125-044-0020 Mapton Holdings LLC 270 NW 23 Street 01-3125-034-0830 Mapton Holdings LLC 2268 NW 2 Avenue 01-3125-034-0890 Mapton Holdings LLC GreenbergTraurig June 29, 2015 VIA HAND DELIVERY Mr. Francisco J. Garcia Planning Director City of Miami 444 S.W. 2nd Avenue, 3rd Floor Miami, Florida 33130 Carlos R. Lago Tel 305.579.0578 Fax 305.579.0717 Iagocthgtlaw.com Re: Mannigan Holdings, LLC; Melanie Holdings, LLC; Megan Holdings, LLC; Malux Realty, LLC;; Milana Holdings, LLC; Millie Realty, LLC; Mizrachi Holdings, LLC; Wynwood Holdings, LLC; 2294 NW 2 Avenue Realty, LLC and Mapton Holdings, LLC, (collectively the "Owner" or "Applicant") / Mana Wynwood District Special Area Plan ("SAP") Application Dear Mr. Garcia: Our firm represents the Applicant in connection with land use, development and permitting matters relating to the establishment of the Mana Wynwood District (the "District") pursuant to Article 3.9 of Miami 21, a copy of which is attached as Exhibit "A". The Applicant submits an assemblage of contiguous properties consisting of 26.4 acres located within the City of Miami's Wynwood neighborhood for approval of a SAP. The Applicant seeks to redefine the area through the SAP process to create a distinct neighborhood/zoning District, unique to the City and Wynwood with respect to design, function, atmosphere, and new urbanism perspectives. Additionally, the proposed Mana Wynwood SAP incorporates design and development concepts from the City of Miami's proposed Wynwood Neighborhood Revitalization District. I. District Design As discussed in Article 3.9 Miami 21, the intent of the SAP approval process is to facilitate parcels containing more than 9 abutting acres to be master planned to integrate public and private improvements, together with necessary infrastructure and to encourage design flexibility; keeping in mind that the product achieved through the SAP process will be defined by specialized and high quality building design, function and use. With respect to the District, this couldn't be more true. In addition to achieving the highest levels of building form and architectural design, the District integrates significant public and civic -type spaces among multiple levels of private improvements together with enhanced infrastructure by utilizing both horizontal and vertical development connectivity. MIA 184638977v3 GREENBERG TRAURIG, P.A. • ATTORNEYS AT LAW ■ WWW.GTLAWCOM 333 S.E. 2nd Avenue • Suite 4400 • Miami, FL 33131-3238 • Tef 3053790500 • Fax 305.579.0717 Mana Wynwood SAP June 12, 2015 Page 2 Based on the above SAP goals and objectives, the District was designed to achieve the following: I. Promoting a neighborhood/campus for multicultural, international corporations and institutions to include the production and exhibition of art, fashion and culture, innovative technologies, and light manufacturing products; 2. Increasing open space proposing infrastructure improvements, and increasing pedestrian accessibility; 3. Introducing Flex Space use, a flexible configuration of collaborative work space, commercial space, media and technology production, exhibition space, museum space and other uses that promote and invite entrepreneurial design, technology and innovation to the Wynwood area; 4. Revitalizing the neighborhood through design, innovation, and new urbanism best practices; 5. Promoting mixed use, civic, commercial and integrated development programs; 6. Utilizing sustainable informative technology and strategic initiatives and concepts. As shown in the Regulating Plan dated June 12, 2015 (the "Plan"), the District is primarily comprised of two (2) Zones, identified as the East Zone and West Zone. The proposed SAP area is generally bounded by Northwest 2" d Avenue on the East, Northwest 22nd Street and Northwest 21 St Terrace on the South, Northwest 24th Street on the North, and Northwest 6th Avenue on the West. IL Development Standards As detailed in the Plan, the District proposes development consistent with the urban context and trend in the surrounding area. Additionally, building heights and facade articulation and design on private frontages are consistent with the goals and objectives in Miami 21, along with the City's Comprehensive Neighborhood Development Master Plan. The Plan is also consistent with the intent of SAPs in that the proposed zoning text will produce a variety of building heights and massing together with streetscape designs to identify and enhance horizontal and vertical thoroughfares and public environments. III. District Zoning Regulations The Plan for the District, including the conceptual building, massing, and use diagrams in the Standards distribute density (on a conceptual basis only) within the District in a fashion wholly within scale. As shown in the charts detailing potential typical levels for buildings in the District, the intent is to create multiple use transitions from active pedestrian to collaborative office. MIA 184638977v1 GREENiERG TRAURIG, PA. a ATTORNEYS AT LAW e VdVirVVGTL AWCOivt Mana Wynwood SAP June 12, 2015 Page 3 IV. District Thoroughfares In the District there are several Thoroughfares which the Plan contemplates the improvement of to successfully achieve optimal pedestrian and vehicular circulation. In a North - South fashion, NW 2"d Avenue, (the District boundary on the East) functions as a pedestrian and vehicular Thoroughfare including significant civic -type space functioning as an entrance to the East Zone. NW 5th Avenue, which also runs in a North -South fashion, separates the East Zone and West Zone, and serves as the West Zone's link to both the North and South. NW 5th Avenue will also have retail frontage throughout the entire length of the District. Both will be transformed with a focus on promoting pedestrian and bicycle traffic, together with vehicle traffic, consistent with the abutting neighborhood. NW 24th, NW 23rd, and NW 22"d Streets are East-West streets each of which vary in intensity and treatment. NW 22"d and NW 23rd Streets are the primary East-West connections between NW 2"d Avenue and NW 5th Avenue. NW 24th, NW 231-d, and NW 22"d Streets will function as Secondary Thoroughfares; many of the service areas and entrances/exits to parking for the buildings will be channeled through these Thoroughfares, consistent with the proposed Wynwood NRD, where NW 2"d Avenue and NW 5th Avenue have been designated NRD Corridors. Please note the Plan accounts for existing and proposed mass transit uses together with the proposed bicycle network and intended pedestrian circulation elements. In other words, the design, circulation and improvement of thoroughfares in the District, as conceived in the Plan, is the product of a multi -faceted analysis of all modes of transportation ranging from, pedestrians, and bicycles, to vehicles and mass transit elements. The Plan holistically evaluated existing conditions together with intended enhancements to achieve an ideal design for District thoroughfares. V. District Zones The District is divided into two Zones, the East Zone and West Zone, with the Mana Commons serving as the open space and pedestrian link between the two zones. A. The East Zone. The East Zone establishes a campus atmosphere to attract certain national and international business in the innovation, technology, and creative industries into a mixed use neighborhood. The campus will serve as a cultural nexus for the Wynwood community anchored by a consolidated outdoor space, the Mana Commons, and FIex Space, the Mana Contemporary where exhibition, invention, and assembly merge. The Flex Space use is introduced to ensure collaborative office tenants the flexibility to operate within a broad range of different commercial uses which will consist of exhibition space, media and technology production, light manufacturing, distribution, and retail uses. B. The West Zone. The West Zone serves as an extension of Flex Spaces from the East Zone, while introducing a variety of residential options that will serve the needs of the Flex and Creative industries sought after in the MIA 184638977v1 GREENBERG IRAURIG RA_ s ATTORNEYS AT _Aw W f,fW.GT! I WCOM Mana Wynwood SAP June 12, 2015 Page 4 development. The Mana Commons extends into the West Zone in a more neighborhood scale. Additional support uses such as hospitality and service oriented retail will also be included in the West Zone. C. The Mana Commons, The Mana Commons is a consolidated privately owned Open Space that connects 2nd Avenue, the East Zone, and the West Zone. The space allows for open air dining, open air markets, enclosed gallery pavilion and private outdoor event uses. Limited vehicular access may be provided and integrated into the design of the Mana Commons open space. The Mana Commons serves as the link between the East Zone and West Zone, and will serve as the main pedestrian passage and bicycle path. VI. Character & Integration The conceptual landscaping, connectivity, lighting, materials, and building finishes are collectively detailed in the Standards. They are the product of thoughtful analysis and consideration. Wynwood is characterized by its art and culture. To the North East, intense retail commercial and residential uses are present in the Midtown area. To the East and South, are residential uses together with multiple civic assets, Biscayne Boulevard and the Performing Arts Center. West of the District lies West of Wynwood, ("WOW") which is an up and coming area targeted for redevelopment including residential, commercial, and mass transit uses. In other words, the District is surrounded by existing and planned development; integrating into the urban fabric is essential. The District fits within this context, but distinguishes itself architecturally and with respect to identity. The District embraces the creative spirit for which Wynwood is known. The Flex Space use will attract creative innovators who can work and be inspired by the art and culture of Wynwood and the District itself, The Mana Commons combines open space, open air retail, and outdoor event space into a unique outdoor concept unavailable elsewhere in the City of Miami. Additionally, sustainability initiatives and objectives distinguish the District in a positive fashion. VII. Job Creation The Applicant estimates that the establishment of the District will create in aggregate an estimated 14,850 total direct full time equivalent (FTE) non -recurring jobs that generate $675 million in direct gross wages. Upon stabilized operations, the proposed development is estimated to create more than 19,400 direct and indirect full time jobs and more than $400 million in direct and indirect wages annually related to building employment and operating expenditures. MIA 184638977v1 GREENBERG TRAURIG, P.A. ■ ATTORNEYS AT LAW r 4NVVWGTL/W.COM Mana Wynwood SAP June 12, 2015 Page 5 In formalizing and conceptualizing the District as detailed above, the design team was mindful of the need to fall within the requirements and intent contained in Article 3.9 of Miami 21 copy of which is attached as Exhibit "A". In furtherance of confirming that: a. The single or multiple owner(s) of Abutting properties in excess of nine (9) acres may apply for a rezoning to a Special Area Plan. As detailed in the signed and sealed surveys prepared by Schwebke-Shiskin, the District contains 23.453 acres of lot area. b. A Special Area Plan shall be approved by the process of rezoning with or without Transect changes. Consistent with Miami 21, the SAP proposed appropriate transect changes and modifications to the underlying transect zones. c. A Special Area Plan shall assign Thoroughfares, Transect Zones and Civic Space Types, with appropriate transitions to Abutting areas. Guidelines for Thoroughfares and Public Frontages may be adjusted to the particular circumstances of the Special Area Plan. The enclosed documents are consistent with the above requirements. d. A Special Area Plan shall include a map of the Thoroughfares and Transect Zones, and the standards that deviate from the requirements of Article 5. The Regulating Plan provides said confirmation. e. A Special Area Plan shall assign at least five percent (5%) of its aggregated Lot Area to a Civic Space Type. Civic Building sites are to be located within or adjacent to Civic Space Types or at the axial termination of significant Thoroughfares. The developer shall be responsible for constructing the public improvements within the Special Area Plan, including but not limited to the Civic Space Types and Thoroughfares. The Regulating Plan and Concept Book articulate the proposed Open Space and Civic Space areas. f. Development within the Special Area Plan shall be pursuant to a recorded development agreement that will establish the allocation of Thoroughfares and Civic Space Types and Building Area among the Building sites, and the creation and retention of the public benefits. Enclosed please find a draft of the Development Agreement required above. g. Unless a Building is specifically approved as part of the Special Area Plan, any Building shall be reviewed by the Planning Director, after referral to and recommendation from the CRC for conformance to the Plan, prior to issuance of the Building Permit. New development within the District shall comply with CRC app roval. h. A Special Area Plan may include: MIA 184638977v3 Mana Wynwood SAP June 12, 2015 Page 6 h. A Special Area Plan may include: 1. A differentiation of the Thoroughfares as a Primary -Grid (A -Grid) and a Secondary -Grid (B-Grid). Buildings along the A -Grid shall be held to the highest standard of this Code in support of pedestrian activity. Buildings along the B- Grid may be more readily considered for automobile -oriented standards allowing surface parking lots, unlined parking desks, and drive-throughs. The Frontages assigned to the B-Grid shall no exceed thirty {30%) of the total length within a Special Area Plan. For Frontages on the B-Grid, parking areas may be allowed in the Second Layer. Provided. 2. Retail Frontage requiring that a Building provide a Commercial Use at sidewalk level along the entire length of the Frontage. The Commercial Use Building shall be no less than seventy (70%) glazed in clear glass and provided with an Awning overlapping the sidewalk as generally illustrated in Article 4, Table 6. The first floor should be confined to Retail Use through the depth of the Second Layer. Provided. 3. Gallery or Arcade Frontage, requiring that a Building provide a permanent cover over the sidewalk, either cantilevered or supported by columns. The Gallery or Arcade Frontage may be combined with a Retail Frontage as shown in Article 4, Table 6. Gallery or Arcade Frontage within the First Layer may apply towards Open Space requirements. Provided. 4. Build -to -lines that differ from. Transect Zone Setback requirement. Provided. 5. A Terminated Vista location, requiring that the Building be provided with architectural articulation of a Type and character that responds to the location. Provided. 6. A Pedestrian Passage, requiring a minimum ten (10) foot wide pedestrian access be reserved between Buildings. Provided. 7. A preservation plan acceptable to the Historic and Environmental Preservation Board for any historic resources in the area of the Special Area Plan. Not applicable. 8. Area Design Guidelines. Provided. 9. A parking management program that enables shared parking among public and private Uses. Provided. 10. Flexible allocation of development capacity and Height, excluding Density on individual sites within the Special Area Plan shall be allowed so long as the MIA 184638977v1 GREENBERG TRAUNG. P.A. a ATTORNEYS AT LAW e 'J WV'/.GILA W.COM Mana Wynwood SAP June 12, 2015 Page 7 capacity or Height distribution does not result in development that is out of Scale or character with the surrounding area, and provides for appropriate transitions. Provided. IX. Conclusion We are pleased to submit this Letter of Intent, together with the Concept Book, the Regulating Plan, and the required SAP documentation requesting an expedited review and approval of an SAP establishing the Mana Wynwood District. As detailed in the Regulating Plan, the development environment that will be achieved through the implementation of the District will be unique and significant and will redefine the standards for future SAPs and master planned projects in the City. As we move forward in this collaborative process, it is likely additional questions will be asked and issues will be raised. We look forward to working with City staff to resolve these inquiries and finalize the SAP. Regards, 61-41"/ f f Carlos Re Lag Cc: Irene Hegedus, AMA Iris Escarra, Esq. MIA 184638977v1 MIAMI 21 ARTICLE 3. GENERAL TO ZONES AS ADOPTED - MAY 2015 No Variances from the provisions of Section 3.8.4 are permitted. 3.9 SPECIAL AREA PLANS The purpose of a Special Area Plan is to allow parcels greater than nine (9) Abutting acres in size to be master planned so as 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 within the Special Area Plan. The purpose of a Special Area Plan further is to encourage the assembly and master planning of parcels greater than nine (9) Abutting acres in size, in order to provide greater integration of public and private improvements and Infrastructure; to enable Thoroughfare connectivity; to encourage a variety of Building Heights, massing and Streetscape design, and to provide high quality design elements, all in order to further the intent of this Code expressed in Article 2. 3.9.1 General a. The single or multiple owner(s) of Abutting properties in excess of nine (9) acres may apply for a rezoning to a Special Area Plan. b. A Special Area Plan shall be approved by the process of rezoning with or without Transect changes. c. A Special Area Plan shall assign Thoroughfares, Transect Zones and Civic Space Types, with appropriate transitions to Abutting areas. Guidelines for Thoroughfares and Public Frontages may be adjusted to the particular circumstances of the Special Area Plan. d. A Special Area Plan shall include a map of the Thoroughfares and Transect Zones, and the standards that deviate from the requirements of Article 5. e. A Special Area Plan shall assign at least five percent (5%) of its aggregated Lot Area to a Civic Space Type. Civic Building sites are to be located within or adjacent to Civic Space Types or at the axial termination of significant Thoroughfares. The developer shall be responsible for con- structing the public improvements within the Special Area Plan, including but not limited to the Civic Space Types and Thoroughfares. f. Development within the Special Area Plan shall be pursuant to a recorded development agree- ment that will establish the allocation of Thoroughfares and Civic Space Types and Building Area among the Building sites, and the creation and retention of the public benefits. g. Unless a Building is specifically approved as part of the Special Area Plan, any Building shall be reviewed by the Planning Director, after referral to and recommendation from the CRC for conformance to the Plan, prior to issuance of the Building Permit. h. A Special Area Plan may include: 1. A differentiation of the Thoroughfares as a Primary -Grid (A -Grid) and a Secondary -Grid (B-Grid). Buildings along the A -Grid shall be held to the highest standard of this Code in 111.19 Exhibit "A" MIAMI 21 ARTICLE 3. GENERAL TO ZONES AS ADOPTED • MAY 2015 support of pedestrian activity. Buildings along the B-Grid may be more readily considered for automobile -oriented standards allowing surface parking lots, unlined parking decks, and drive-throughs. The Frontages assigned to the B-Grid shall not exceed thirty percent (30%) of the total length within a Special Area Plan. For Frontages on the B-Grid, parking areas may be allowed in the Second Layer. 2. Retail Frontage requiring that a Building provide a Commercial Use at sidewalk level along the entire length of the Frontage. The Commercial Use Building shall be no less than seventy percent (70%) glazed in clear glass and provided with an Awning overlapping the sidewalk as generally illustrated in Article 4, Table 6. The first floor should be confined to Retail Use through the depth of the Second Layer. 3. Gallery or Arcade Frontage, requiring that a Building provide a permanent cover over the sidewalk, either cantilevered or supported by columns. The Gallery or Arcade Frontage may be combined with a Retail Frontage as shown in Article 4, Table 6. Gallery or Arcade Front- age within the First Layer may apply towards Open Space requirements. 4. Build -to -lines that differ from Transect Zone Setback requirement. 5. ATerminated Vista location, requiring that the Building be provided with architectural articula- tion of a Type and character that responds to the location. 6. A Pedestrian Passage, requiring a minimum ten (10) foot wide pedestrian access be reserved between Buildings. 7. A preservation plan acceptable to the Historic and Environmental Preservation Board for any historic resources in the area of the Special Area Plan. 8. Area Design Guidelines. 9. A parking management program that enables shared parking among public and private Uses. 10. Flexible allocation of development capacity and Height, excluding Density on individual sites within the Special Area Plan shall be allowed so long as the capacity or Height distribution does not result in development that is out of Scale or character with the surrounding area, and provides for appropriate transitions. 3.10 HISTORIC PRESERVATION STANDARDS See Chapter 23 of the City Code, titled Historic Preservation, for regulations and additional height requirements. 3.11 WATERFRONT STANDARDS In addition to the Miami City Charter requirements, the following Setback, walkways and waterfront standards shall apply to all waterfront properties within the City of Miami, except as modifications to these standards for all waterfront properties may be approved by the City Commission pursuant to 111.20 Mana Wynwood Special Area Plan Project Description The Mana Wynwood will be a mixed -use neighborhood/campus for multi -cultural, international corporations and institutions to incubate the production and exhibition of art, fashion and culture, innovative technologies and light manufacturing products. The area's image will support a progressive lifestyle to attract entrepreneurial design and technology uses by promoting innovation in the design of spaces and architecture. The vision includes the creation of a consolidated public outdoor space that represents 20% of the eastern Tots and 10% of the western lots that will be named "The Mana Commons". This area will have a varying civic uses, that will be designed cohesively into a signature landscaped and hardscape atmosphere that will define a sense of identity for the neighborhood and visitors. The project will include varying public improvements t the SAP area and abutting properties. These improvements include a cohesive streetscape design and lighting design, infrastructure upgrades, an on -site trolley stop on 2nd Avenue, pedestrian and cyclist connectivity through the SAP area to the adjacent Wynwood community and the potential relocation or consideration of buying the existing FPL lines from 2nd avenue to 6th avenue. Additionally, a green roof treatment will be created fronting the exiting Wynwood loft apartments on NW 23rd street. East Block The intent of the East parcel is to establish a campus atmosphere to attract certain national and international business in the Innovation, Technology and Creative Industries into a mixed -use neighborhood. The campus will serve as a cultural nexus of the Wynwood community anchored by "The Mana Commons" and Exhibition Flex Space "the Mana Contemporary" where exhibition, invention and assembly merge. The Flex Use space category is introduced to ensure collaborative office tenants, the flexibility to operate within a broad range of different commercial uses which will consist of exhibition space, media and technology production, light manufacturing, distribution and retail uses. This is a key component that will the creation of jobs in this community. West Block The intent of the West parcel -A block away from the main open space atmosphere of "The Mana Commons", this neighborhood provides access to the outdoors and open air retail / markets on the edge of the Wynwood District. This urban 24-hour urban neighborhood will provide living preferences for a population that will support the Flex and Creative industries in place. The residential uses will be enhanced by other commercial uses such as Hospitality, Flex space and Retail uses. SURVEYOR'S NOTES: ro AV 2.6012C tor ter-3.237 , 3 aartt Mad. 41., AU./ .0,0 0 CUM J1 MRS 011eiff ned, WS !A 3i WS!, AMC". 1.31.- roams mu,. N4)414054114440104140001541 4555CL00W410Y Mt Mr, Ulla,. .00401£0 M111,1,1D0 20 W2.0 .122,0 • trh.xle sor ,Aus ;EC e ".t .30 200222 rait4;DVS7 , 011 IMS.21-4-213 am mos .2.20 25,,t0 ". 1 50. , , rr,” 011,,2 2.102-2 ,11, • 2- DO.-10312MS 122. i7ESCPIPTION r1210.2252 122 , .-1111 D22-20, 12041 024415) ,eirr Apniam 111 .211 tb-Orn,13 ..12• 22-212 2,22 D., .32-0215 W.-WE Fra9 0".1115-.14.461) '46 4[1,,M A AN,. r.t, a six,. .22,t VS, DEor0212- Moro Meico. bEne 01.22.222r N1,40 a" AS NAMED ao 1 NCI -ft22 acf. 0 14,0, 2.2 OWLS SI Dasheer IV CM= At WM. IS 107.5 ,.. WWI .907, er II at CT Id MI1111 49 ,,,CS ge WU", ,41I AMY .1.0 ' I PiaaZ 0,2a fttox lama Set., LENC, 3/2. 0 2 O... RA( nti man, OC., • ,„11, • - .;"..,,.',?,4r."7"c,q7.,.t",;14 t1,1'11`,`.""t. ."A erat 364AVE M. I :£ AN I el M.O.' 1414 2.20111. 1.-4,13. t: n 210 oara • Z., 7 lir 7 0,2,2.2 .140Jr xi 00 $702) 16.11,DAR (021,. 12 1.1 , afar.. WM., 21.12 /202.2. -1-0-0. 2,14 / 2. 2 Ear E .212' 222.0 12 023 NA ONO MA kV PAM zr...17A1,4.0eN 40,,..1 14‘,.., exAr eft -ea, risczot, xvt" , "A, ".• Fara. ,61"11eal SIM!, 4,14, d.xx 410. 1.9.1.11AS An! 411J,, N.0.0(9 1,01 PrIc , PAR. , 7 V ,VECA-...os WAN. avi, rsated .4,1253412.2250241 D.0lav \4502SURVEY.0 23 ,..10120E0 OD 02.50, 40QII2015 'I 5. NA =Mt= MEM -Aiwa :=11 . 4 a KEY MAP CERINE0 1)3 0.1 PID:40,, SuRvEYOR'S CEk776CA010001 10.7. ceir., nor UMW> fl-Pkr,, /V.R7,, Of4,4". KE.01 kV NOW/ "(1 /YE erSr cr NAL . Wir.V.Rr gryrg, , A222-2 ,WPCkVI reC RAM Ikr IMO/ VA., VOW.. MOON ((0)00441004)041 REP. VA, BaV, A.q,74.V re. r..,,v0V. ntlega MA, A."23", 17.17105 .4.nrog 140050154110 )1 AI-52854 Ji LEGAL OESCRIPTION.' ra... 70 NO 17.14Z m6ery nM�M.. !m4R ✓4:.vA. Io 0 frAr rrtw11A. As 0.67 n 011 O. I.1. Y a SC lw410005 oarAaartxs[R'tw.am t ne=MA7.1..aatl4t2 n aS AtA, motor As 7sm10ry vn wx,. m-a 070 (.17 Mo S.C+n 77110.00017 ,74, wmvSnPs.maIKSO AS 00.n77 rr,aeu>a a..eprSW MD ea�4 WmFs tr 141 u,u.GCK m4. aaID. ,.mcr..alo'm r0 a 07 .7. 44 .01. n n.. n» , 07 F. , x 0077.e mIXa.a Aar naIX« `a a6 a .... a WM= Di 0441 t<<. 4444..6,E o ncod 0. (SW MUW n.ro 7:ar.LISE.RI rcn7Ar°x100o•. u amm rzriu`01Iai Of na`C7.1ts°°o.rw01ueiryn44 nM.Y."': 7 .Y6Ml.Ad 6 IxAR�ma4a[tnidAle .m2R.ramp m N. RAl PP..AS lmwuY AA 07 ,.:u'F uaaa4Ymwnrz42441114( ce 0WIX'..0..0 . a(n4t 00a. IS 10 NMtal. AAR P. SS61. x4r Krtwa 000:1=1,1.6.A1a�i 41f. 7001(ATP01"' m.r 0/44 MS. 4.5 Ora. nn.I 00t AP.6Y r.v raapw - war`..1354tar 0:71i.`255aao a, ,4'1'4 s6oA..wG.a arnnt r�.AG. ww,..am�mPa vtt341w.n44 4mm42002.5D.D.ur011.11...w4041040s.inxv 101s Islnuve,to uP LANDS H 51lPLTAX1-7S VA.ln R.tm R NI ne..McaB1.1.1 M'm.m. n6Y.t AzcBcca mw I-Ld,.W..A IYI 04.0 MID W6 i,AIP.¢,grYnof M1eF 4mR5r! [Mn,gD➢Ier4, .5.4 m Of WI w 11.1tt/[RE7 K2a©n Mr A7 0 011770.00.0 7.0. 711..A0 .aui.vIMO.wRG.t ram, Va. IG ns>et owe,. tow. n n 7714. I SI 7.14 A 4 of sWc kr.05 ,>f,4OJAI no ND w.4..atnc nen.,ema....ED n.u, >;r6,770 ga.. a 4a1: Ianp N wd-4tl attl 74x1175N AKII7 w.Y mgrr n6A.PAi A.D. .110 x6 .70.1 n 776ae , At PAZ a 7 AK .mmt 17 107 xl AmaR1ean R 1153 .[,sa-a.: •Y.:rt n..) L.YIX..S 0707 Al ai. =w. s, .r SFS SA 6 az mer R:% a ....IXamwaaim.,.aA<_aa4anetc n.007AA a2/4. 0..107,AIrAm7..> .o aAc xnwuA.001 01. mw7, 4017 Pr"max'n„r n.r awEa. 0 emw n.R., 2117,.0.6 44.0ZLE nu p 07J00-00-610 ror..s.vc 700 °9<4 444 A(M' 20C 001 0107.n1171¢0n 41.71 I.ft. SAY SE 111.40 w-nn-mt-m% 711 7770 snap 7710.`ssu ao AM.S«ti:,'77a6066n.0om aait"`d`6101-0Gmr'O�ImlwSWAN o'mt%Amme ..mm e.v rtAr cwo 7.11. tM MI.; `a°OI re.4 mv`ia D4.1no ut-Rvnx 10016. amnmwnumv,, etP.:a al a PE MIK x �v+me+Gm"�`.v",eri,�`m.Ai°at.4tiv.�w ane a...w.r..s e0la0.0.11 vn I4, O. x aPr Da. rann. 4, "`P m..nwa..aua'%sa°.it*ik: aAl w,Ara.,Pvrre.Orvvnnc._<asa:.A. P.aM,,a." xaa„ --70yw770 evw 1(40nrn w . at..»n axe ..nr w e 0,0= 01 WWln:.xr 4/....AD, 1a De wotis",a 7000 .A:.ww_.n...a,• WA u iaau`.,nwiir.lwn�isrrc P�.e„L�.6ga RrH>erwn nrtwvwv x+v eur m. uA PaxP. rmO nn xvn dOltd�±a'��aelnw�rt'�mr�iWM u�r �o.r!w[�- =,,,ZtriZAZI*7.n u.5a,.m nx'nnao S.r�.tam „VC/oSn..I wMa'it[FtO r>A, rn. aAZ,1 xstmraronsvrr xa•exr n na..p44 %, vvisor rx}i27,V, 4.?,, W1r4.1- -. ZrZ P� 11.vk MrRa6W.- 4w{.16w4 .IVTSM StDa.S rG 4I RAI n.461Fm044 .00 m-.d<I.-m. 71. Mlm 7100 .41 .*ODD.. Or MOM 0001 toeW maw.=woe moot.. tom.. ee•n 4,tfMa DOP.F Nor. 7 RA CAS A Amdiawiar.4T Wh0007 r Y�S.14U0.100 •rtAlmx:r4 w¢if 0}.-.AI 9F WM. MOP 6Sm 14. aHa R.4 m WOWS mlM U m 5266MIX AOAV er NW.•C6 tp 44424a AN. a AM P372 GS IOW 6N RYM WqM pW.ID 4 1..4£4.¢IGs.Of N.w4.Sm RV.001.m 6,11.0111. ➢i4Y M'Fd 0.7 mMVN07.01 `oA asula Wcm. ran OWS OP Ware a®ss m wm m Ere. tm ads>�.R� MK w.6 S=MS.O va xaG PF Kauo uet+gAm'I.uetS rtE _ A6,a .00711.W ..d.GSu.6 70.4Sa um lm srvcr. dA445 /SOSAMS y. oat ooter same atomPa top MMCaIS OSSMOr All AO m a.LC a.d*d4d ,Rr SmN 34 74 00"O'S44. FQ.A dLG 4416I = r MD m Mao eeso AIM x, 34rv54.Wm' O...451144,mtr64 6,aa MD DM D m044.40.MBa ma m6 1411417 a40(1- 5 743.70 .vu.w x Av ''0` I. GI � +r neRa 14mOr a -m R10.1.1 , O1 a owe ea.. 77000S0tA 6.1. OS W, 0`""7 711010`t,077061210Mt•00NMI d arras d 14770 Rap: .Mw4,44 ,.4mnx x11.17wtwr,.s WOAD R. P. Para+a.+. ."s"r`= 'I..:-aeI tw.n mw4or a"�".Aa.� AImt6: 671/ AI [xsl 40.pay.7 ra..aaUnMIY.L 444.4.44.40.An. xnl w4ra 100710 x .p.�AN .6t.Y0e16f NY a ndN I C �Ir P4ifa RQ my r11 IaR eaO Aorw w n4.O5.t 0 ; 99mmss GSIrg6nat FI, rOA� �MiIXW�A�I¢Jl Bveq a55A wrmt�'IA��Ia�Wgwa ii'ww q �;a'Si ua�c re4i :o.� m�k AW��FIRS6�. ��C „III m: 6 axnnatma, 4w.4.4.1. AM rr Pamm, n. rc.°'m" .ndo5® X N.M. Nast. w mx. .�maa Rsro31141=1. ..a01 m AO lm+mwa`•"aa Iat 140 .ae mars a " I 00ruAm 0IIVItai irrs s an ww ne es ednx..aY rf'fien* e 'mtr: PT./s m.srra WD F/ xaas:.s.Wua 071.O SW. DKr.1/DV WA.0r9P Aes°'m'd'rrv.144.2 111,12 u`e 0017mow'- .vda6m0017710 many a vot e at 7 _ 4ru m aw.a rw6 u mo-Mmu-oasawlaswum mr.n m d 5rmim..r. .„4:.rrnm ar .M.a a. 6.w.c -a Sam .aw.v.n.tonMaay.e mWmtl tamw°.n,r ra. a'orr's aPmwax . VR. 0. -'- > tn» 4"ae 6Rwn W)w4(Xia r476 SS iaoru, .o ,77a:104 np"M vanes Ax.0 S-040 MI AN Is.anxu+n u aaat 4m 070S n: 17010 c`tea MPS - a.zn. ,eif ..AaMIXe u'•4v'`.6.MI S a Ramt<ro, w.A, m�<"nr i=7to w,, aut's`tm`� 14•u+0m5 n4 V 2 A✓-54.85 LEC4t DESCRIPTION: 7190 22..022. [mn ma SW@ 6ew10 a2, aa4Rana01 AIL AM. a[r IL If AA! 71,711,1.77,770 T, MO 2 NIS Or Dar ROM 722 n 2 .222 20 2.0 f n,m Spaq .,.sa o< �aaB v(✓u1 W4,11 .a,u. 4010%71a77,7n B¢ x., moor as mxmaa PA, e» Prm a r.-mro pro Avow grrorgeto 21 PO oP X[((».✓ ASRrc®n RA By ra, riaAn <21122220056 ra..a nxaeesrm.,u 000 maa 17 Son BM 7( Sam Po -16 O m;w'r( xwap osSo iurr ..+v6 ,a.rr r.a...rn6...:n Mien .A•".+4 MO 4.6 WOW ...0 eap0 207 a'Laaaam v( roep 6✓s •4.ta amsuv6 pR IR.70 Maw 6 M., wG Br»- BBe tw area seen wan-.a�1aa7 R.0DM,AmanmnRAIM.✓6..[aa+nm,R..R,a(,P.abe,P(Done. arm, ,aa m cr-nnadma rlu xP,aa saw 1°K«-a`v6 am'..vap®a"(72 mnx among- ID Pi D. "ODD ntrzm N au 02 r 100E u.sae 1-2au-®O 0m.2n0 vvq ,an..an ry 'urcwr �"s° `'ur:3"1r' .r A.ia n B"it"'n 0,1,an 6'ra'4i rwr"`m,r4.4w r.N0-422-x0 ;aaBB Sa OM* e vcr RRPada:=24. 02,1 4=171E POD. A.ragw ro.q[n"r M.: uaa ::nRrew,v" rap w B r-yr te a ,aaa,as*KAea w✓Itiee'au ,..wogorORA • avarm,, at RAr ft.: AS WOW am rev [n, 2A¢ » 6r.(asr'cams n Mil Pa 7-7*-77-777 1.6 ✓✓aawnzarc Boa.,1 20,0 a0.aro aeR4r00e6 A[2020-uar[.raa,P.4n oo. rawm m yqq (BrMHltil s,��((�q c. as % nx,ru ewsrl v ry �.rtr rrmos6✓;7=.4n, 54,27 4,2 N 7.2.0400.0. ro ni n"s sxv a.amra: n AA, 20 u rm+w�co suBrc.no 25 i5iu,lxDMMSAPlwosay.tonl[mlc2-zi ran as».+a-me owNM 711717, Aareii'I"ixA6c "m" x:1nerf4 6"`lav- rcmw,redr""`"`"' ,200,22 1,121.011.7171 *Sr.BSR5B3iv1 m+r->tBLbiaa MI Pr MO POMD Bv,A vaZsq . v '"a ae[6naas. 12P DOa PD.,IS R[mmx 4,11 12,10217120 60000 PLf.. P.M MAYO7tanpa 2021727120 0011012. aRer 2027.2.01616 222022222 r.am p-r nmstwi/J 70,10 0.02,00070 7,321 6 A.✓a �4200. ]wk,aauS ID M RN ANRG-. A53iparo a 20BOY MA pq p6 s Aaomt ,m6a6s not a. a - A.nn(1 Raal rKa Y.aaunLY ee.�,=M` ✓w✓.2, aian, Raga At, s.r[ram. w",aa. A. n✓Y✓n.vee m00 wa-j«4,224 nvAlt. Dip MCP..n�k-MIDEM AS Mt.. x POMP. ..,Iv,s s.a MOD DOA. 6 )na AF Se@MAW Map 65KO pMl4 DOOM M, co am YKv�e,�Alp3yt RM.kbA m'I o lmas _ /mryyaa�ib Korn Ln t eaitl['S 1.12 rd. Amor Of nit m.. 4re[voVrtar,.,rN q.Krvspan R,rrtml .✓£x6Yv(ue v , b729rOj[ � _ (AfaS 61B�w: 3 rgwat aNY Ka .nom .sa 0 m6sSp MIMI 3R At1M/mp00.22, now stor Of r COW psi 3stt ggsgcer r oat, art a.. A m MO- 7100o P .w- Alf, eoo-a17,717 *DYE s 'rc'"¢s�m6 c1220 m MAT B1°'g' o a � 2 OM DA WM* of am t6-°. a 17771 66.s z[m rrM 66 flrW era w.a baaN9aw/a5 Morrin r¢L e¢' awn( iMWhig'"WYa �f rBa 62Aa �N{�t YID. pm -NU2 paeIDTe 11V�@spaomaw BAMIC OaD IaNN.a# p r42,720,5,...12 n Ma, CV m' OM a COMM 6rmmamp pmom"OMMOMVO.i' qp� WW2 [«,� myamm MD 41 APO 1.0 Msyw a p • PM a pm MD a cos( -a' y,1177 BnrcaR 6aw.el 6+A....10.210.26 w[lar WNW MOM.. >r o✓'F. ,0211,..12 hTa", .effir eMPTI.R Drr..jr `==fret ..5 art i`nrA['Osvua,m.a 77 770o ru[ .. ✓,. a,6 m ra: nam. � AKrua"a n +<n"r>eR.F „2020 n R. Er.1 A, Paz a * Mr P.B._ ✓ate.;., ✓a+aK wean 'aa1°N'[.elmae71[sxs 12270. a[,aaB,v N m, r«,.'pas a s"( Pee M.,w .e„m 0000.011.01 r[✓ n MO VOID ii4e.v s, I nn `row roaysre.ID wr aBer..0 vmvanreA.cv r,"r.AE n A a 1172.0. Sa 10.771* xeC a[1b.=731 134.iari ✓ate w[smu m De PDT 1au9: **MOM nv.Ar mx „r a¢ n *- ae ;MO,* m3q " A✓Na.etm.nroom rBDe nI; moo no a-ouwn ( seeptar"rea r As MM. "�tw; s xn"I uams. aaaw diD uvPe* ,.r au a( qex M.vNn' 61Bawsi6 KmnrK Rom[ r n-r_+.ro rxr NiMD 2.02 rtm 2:2 J11 r,qA ba MatRa K rut .NOM, a'mVlp a RAr Bv, Ar OD rctK RNR [aah'✓aayn AAgg mnstlMar"4:.r..f.X an rrarani Pr6S,64444aran fe.. MO 14 pm pm ,aa me 7. 3.01 e-rzvlr- aN.xBA v(1 ap-s»..w.mo ne2MBm Anne Re.A%aprz.,[riq PI 02 97222 1or xf,groor eozgor[eK, Bane re BN MAI Bars Rtu4ON ✓v woos as m°Xuo-ro1O0.0 row.n[a20222 'b�`u3rn®eao:isMOM as e:u®pRArxro[:aPia ar aa.. Worms" ow grove. 001200.mmo mega 0.0za0a.00* MI?. e: Ba¢ ww to 10222 R®os Et aim of ersx in. ems tiv eAHco- or avow M( ao, rHrA¢ eav am mt ADM a aaAo c+avm ,mans USX NM nartbr6✓ KA..:77 "AM OM, 7 R7742 s�rsual q ARPA¢ r So,2NM1m arm 6nFas ( M aB , 220.14 NaA1a rcoona(aaws-BAe �in.20 ...auger ngroom. ASM., MOMS &o1aYa»�q may 1,71 1777 Ma*NAa b 2.21. Of MOOm>lmm 1I AI!(1 ,Mp a6@n Wr Alaw f: m7A m sA1. w 027 . 271 al » uq(amlers got orrx msnow women, al war,. sgogy Sir 1Bw.w rIIt-5Oa1 tIX72020 W Yuom GSv MNVII 0Sty me, mri 22022101.4 a016 KE 11 % 0.22 ✓n ,. +*118A _ $**absaSr 54 avri �'ma /m1. rc6 eF# e�C.+IA s ap6xa3%eiaW SYUMS �aa"lY ra[�pA12722 ( ra ,si Rr /fair ,, 425turr 6mm ra,+Ygp maa m s"sa Y<aa[(".t rm2iA Essay [awr ,oX ,AN✓•Ua my p.(M DOOM� w6 PM 02MAMA D2' w.Tp xwr iron elit.P M ,O• aA2 Of; 6 rgramoa.srp Marrow awao m MOW 4i/ro 2O . FrsAOS�I Kea "r"r. 27 717 ,Naaffmi f%¢,,��pq�nae b/u .'FaIIS ens u avn. re Rtr Atrtn v'a - .x axrn .! 6 N B /, / �ussx ru f rrlr xxn ar. *�.av eas r ID-.v A -Ama b"pnwirv-J,Frm to HZ t=if���m 61.wAf„4V21✓A iry. Ra✓A 6s ee.vaa m'r +A N rrX6.evxra a R". BD., �'< A✓-5285 .........1113Mr..1.11115=13143‘11.3e •IN3=MMINIII;M. 3 - .f- ' • - '' " 3 _ ,_ .''',Z`,:t...,,i`,,T.,"i'Z''.'""" '"' - V ---, , , 1 : -L--....4....• ; 1 I n: p nF n I� n gJ '— lf!C reuz� I• ,' (.3,,-,IiO117is = vn++ _ �?Ih7AI PT? i V '.ub�ury al S9: N.31A.Mrc FT 1. a 1VO: 1 e t gnnvry Piz $F�t :64' ,,., , • V LrrtrssM +A ¢m rI L X JV3AV Pk?CV 6l 911 7— — — -N - ; ,hl l.F6Fo—e"— _ _ �7fpP)I ',-d.91.i,QNl — 1 0., for tic tatekivaro (3) zmdanrs (nl.0ern Z9/540.75 Z ( .a/ 5 SS5 Z— u� - r-- r 1 11 11 c bent ECONOMIC IMPACT ANALYSIS: MANA WYNWOOD - Prepared by - Lambert Advisory, LLC - Prepared for - Mana Wynwood November 2015 Economic Impact Analysis -- Mana Wynwood Economic Impact Analysis Mana Wynwood Introduction and Summary of Key Findings Lambert Advisory has completed an economic impact analysis for the proposed development of Mana Wynwood, a large scale mixed use residential and commercial project located in the City of Miami's Wynwood District. The analysis estimates the tangible direct and indirect economic impacts that will be derived from the construction and operation of the development and based upon the inputs and assumptions set forth herein. This report identifies and quantifies the benefits created by the proposed Mana Wynwood development within Miami Dade County and the City of Miami. The methodology, assumptions, and analysis governing this document are detailed in the Methodology, Analysis and Results section below, with a summary of economic benefit headlines as follows: • For all phases of development, and in aggregate, there will be an estimated 11,400 short term construction jobs and $615 million in short term construction wages and expenditure — o including $15 million in permit and impact fees; • There is estimated to be more than $238 million annual marginal expenditure generated from residents, hotel visitors, retail patrons, exhibition visitors, office tenants, and industrial tenants upon stabilized operations; • Upon stabilized operations, the proposed development will generate more than $31 million in annual ad valorem taxes, $4 million in Hotel Bed Tax Revenue, and $3.3 million in total sales tax collections; and, • The development will create more than 22,000 direct and indirect full time jobs and approximately $1 billion in direct and indirect wages annually related to building employment and operating expenditures. Methodology, Analysis and Results The Mana Wynwood property is situated in the City of Miami's Wynwood District. The property is adequately accessible to major thoroughfares, including 1-95, 1-195, and U5 1. The residential, hotel, retail, office, exhibition and light development will have a positive impact on the surrounding community in terms of taxes, jobs, and general investment generated, and will also enhance the area's existing commercial/retail demand. This development will help maintain economic stability within the area and attract on -going investment during the next several years. As of the date of this analysis, there have been no development schematics, development program details, development timing, construction costs, and/or any performance estimates for the proposed development provided to Lambert. We have completed this analysis on the basis of generalized development and performance information (i.e., development timing, development costs, residential and commercial sales/rental rates, absorption/occupancy, and 2 Economic Impact Analysis — Mana Lynwood other operating performance measures) that is estimated based upon input from Mana Wynwood, its planning consultants, and/or in-house data. Importantly, Lambert has not independently verified through a market study, or otherwise, the development cost and/or operating performance data and cannot attest to the accuracy of the estimates herein. Given the level of variability in development details at this point in time, the analysis herein is being prepared on an order -of -magnitude basis. The Mana Wynwood development is presumed to be built in multiple phases; however, detailed phasing as not been established to date. Therefore, our analysis has been prepared to reflect the economic impact of development related activity upon completion of all construction phases in approximately 7 years (from current date), and the recurring economic impacts from resident, and commercial uses upon stabilized operations in 10 years from current period. The economic impacts as stated herein from construction and operation of the Mana Wynwood development are presented in current (2015) dollars. Any change in development and/or operating assumptions from those utilized as part of this analysis can have a material impact on the direct and in -direct economic indicators stated herein. The overall development master plan contemplated for this analysis includes: 1,825 residential units (25 percent of which are assumed to be rental and 75 percent condominium); 1,144 hotel units; 288,403 square feet of retail; 1.89 million square feet of flex office/amenities space; 564,605 square feet of light industrial/flex space; 112,921 square feet of education space; and, 1.32 million square feet of gallery, museum, exhibition and showroom space. Additionally, there will be more than 7,800 parking space built to accommodate the aggregated development program. A profile of the project follows: Figure 1: Mana Wynwood — Site & Building Summary Profile Source: Mana Wynwood Use Residential Hotel Retail Density 1,639,526 Sq.Ft. 512,680 Sq.Ft. 288,403 Sq.Ft. Retail 122,561 Sq.Ft. Market 55,281 Sq.Ft. Restaurant/Entertain 110,561 Sq.Ft. Office Flex Space 1,882,006 Sq.Ft. Flex Space - Office 1,430,322 Sq.Ft. Flex Space-Amentities 451,684 Sq.Ft. Light Industrial Flex Space/Assembly 564,605 Sq.Ft. Education/Trade School 112,921 Sq.Ft. Gallery, Museum, Exhibition & Showroom 1,329,142 Art Gallery, Museum, Exhibition 1 877,458 Sq.Ft. Showroom 451,684 Sq.Ft. Total 6,329,283 Sq.Ft. Residential/Hotel Units.:. 1,825 Units 1,144 Rooms (1/4Keys) 1.) includes 188,202 of existing Exhibition Space 3 Economic Impact Analysis — Mana Wynwood As noted, for the purposes of this analysis the construction of Mana Wynwood is projected to be completed within 84 months. Based upon the information provided and estimates made, construction and subsequent operations of Mana Wynwood will generate considerable benefits to the immediate area, the City of Miami, and the broader Miami Dade County community. There are four key areas in which the project will provide positive economic impacts: 1. Short-term construction employment and expenditure 2. Long-term residential expenditure 3. Long-term building employment and operating expenditure 4. Indirect flow -through benefits (employment) For both short-term and long-term impacts, which are detailed in the following analysis, the economic benefit to the area is the result of projected increases in revenue from primary sources, including employment, wages, and taxes. Accordingly, the impact from these key sources comes from two distinct measures: • Direct Expenditures — disbursements for site acquisition and development (hard and soft costs), resident/visitor expenditure, and expenditures associated with the operation of the grounds and building • Indirect Expenditures — net additional expenditures that flow into the local economy as a result of the new development Estimates of the tangible impacts from direct and indirect expenditures are captured by this analysis. However, potential intangible impacts — such as the project's ability to serve as a catalyst for future development in the immediate area — are not included, as they are nearly impossible to quantify. Economic impacts from the four key sources are detailed in the following sections. 1. Short -Term Construction Employment and Expenditure The impact from short-term construction employment and expenditure is directly associated with the project's development; the table below shows a summary of estimated development costs: 4 Economic Impact Analysis — Mana Wynwood Figure 2: Mana Wynwood -- Summary of Development Costs Source: Mana Wynwood Mana Wynwood Economic Impact Analysis Development Costs Item Cost Land Cost $145,700,000 Hard Costs $1,267,200,000 Soft Costs $190,100,000 Total $1,603,000,000 Note: Land cost estimated based upon residual evaluation upon project build out and is subject to change. Development costs are estimates and subject to change. The majority of development -related expenditures will be made in Miami Dade County, and the City of Miami will capture a significant share of these expenditures. Labor will account for approximately 60 percent ($760 million) of hard costs, and materials will account for 40 percent ($506 million). At an average annual construction wage of $51,1681 in Miami Dade County, with a benefit/overhead multiplier of 1.3, there will be approximately 11,400 Full Time Equivalent (FTE) jobs created in aggregate during the construction period; or, 1,630 jobs averaged annually during the development over a seven year development timeline. Additionally, over $29 million in professional fees (or approximately 2.0 percent of total development costs excluding land) are expected to be paid to Miami area firms (e.g., architecture, engineering, legal). Assuming an average profit margin of 15 percent and overhead of 30 percent, more than $16 million in professional wages will be paid out by these firms. The proposed development will generate significant Impact and other fees payable to the City and County during the construction period which will be available for public expenditures associated with the project including developmental, administrative, permitting, schools, parks and other costs. It is very difficult at this point to determine the impact fee and other fees since many of these costs are dependent upon certain utility and design components that underlie the fee calculation (ie. the number of seats in a restaurant determines gallons per day of water/sewer utilization and, in turn, the associated water and sewer connection fees). Nonetheless, based upon an understanding of impact fees related to large-scale mixed use development, the impact fees are estimated to be more than $15 million, and more than half of these fees should be received by the City of Miami. 2. Long -Term (On -Going) Resident, Shopper, Employment and Visitor Expenditure The Mana Wynwood development will generate long term area -wide expenditure from residents living in the development, shoppers and hotel guests visiting the property, and office Florida Department of Economic Opportunity, QECW 4th Quarter 2014 5 Economic Impact Analysis — Mana Wynwood and industrial workers/tenants within the building. Following is a summary of expenditure by demand component: Residential: Based on demographic and housing trends in the greater Downtown Miami area (including the Wynwood district), the Mana Wynwood resident base is expected to consist primarily of younger working professionals. Estimated operating data indicate Maria Wynwood residential tenants will be paying an estimated stabilized average monthly rental rate of roughly $2,100J and condominium purchases would be in the range of roughly $350,000. These pricing levels generally imply an average household income between $75,000 and $115,000. Therefore, with a total of approximately 1,825 households in the building (at 92.5 percent stabilized occupancy), total personal income for the building is estimated to be nearly $152 million. However, a portion of this expenditure represents residents who currently reside within the City limits and simply moving from one location within the City (or Downtown area) to another. In the effort to quantify the level of rental demand the Mana Wynwood will generate from new residents outside of the City, Lambert contacted select comparable/competitive luxury apartment communities in Downtown Miami. Although this information is not made readily available by property representatives, cursory discussions with leasing personnel point to relative consensus that a minimum of approximately 50+ percent of the resident base moving into Downtown is from outside of the City. Considering this, we assume that half of the tenants within Mana Wynwood will relocate from outside of the City; or, nearly $77 million of marginal personal income will flow into Miami. We have estimated the marginal impact of $77 million in household income on retail sales and space demanded, using the Lambert Advisory Retail Trade Model. The following table provides a summary of additional retail expenditure and demand for space as a result of development of the Mana Wynwood apartments upon stabilized operations (in 2015 $'s) and indicates potential net new demand for retail space of approximately 87,000 square feet. 6 Economic Impact Analysis -- Mana Wynivood Figure 3: Mana Wynwood — Area Expenditure Potential (from New -to -Miami Mana Wynwood Residents) Mana Wynwood Area Expenditure Potential (from New -to -Miami Mana Wynwood Residents) Stabilized Operations (2015 $'s) Type of Good General Merchandise Apparel and Accessories Furniture and Home Equipment Electronic and Appliance Stores Sporting Goods, Books and Music Stores Miscellaneous Shoppers/Other Goods Shoppers Goods - Sub -Total Food Stores Eating & Drinking Establishments Health & Personal Care Stores Convenience Goods - Sub -Total Building Materials Total Estimated Marginal Sates per Square Fee Expenditure Growth Sgoare. Foot ". Demanded $1, 905, 284 $983,580 $268,613 $262,953 $127,987 $543,939 $4, 092, 356 $7, 694, 596 $14,156,303 $3, 303, 520 $25,154,418 $416,194 $29,662,968 $300 $330 $270 $350 $280 $325 $310 $300 $395 $385 $359 6,351 2,981 995 751 457 1,664 13,198 25,649 35,839 8,581 70,068 $127 3,290 $343 86,557 Retail: The roughly 288,000 square feet of retail, which include restaurant and market, will also attract retail expenditure. Given its potential positioning as a destination property, it is assumed that at least 50 percent of the expenditure in Mana Wynwood retail will come from outside the City, and based upon an average sales per square foot (for Shopper Goods and Eating and Drinking Establishments) of $340, approximately $49 million will be expended within the City per year which is now going to other areas. Hotel: For the 1,114 hotel rooms, we assume that the hotel inventory in total will have an average annual occupancy of 70 percent (or more than 285,000 occupied annual room nights), with an average daily rate of $230. Furthermore, based upon a hotel guest surveys completed by Lambert Advisory for the Miami Downtown Authority (DDA) during the past several years, we estimate each hotel room (with an average double occupancy) spends an average of $100 per visit in retail/restaurant expenditure, $125 per visit in retail (shopping) purchases, $58 per visit in local transportation, and $32 per visit sporting events and entertainment within the City. Therefore, each occupied hotel room spends on average approximately $315 per visit outside of hotel room charge (for an average 3 night length of stay), or nearly $68 million in marginal visitor expenditure in the Miami area assuming 50 percent of the expenditure is net new hotel demand to Miami and 25 percent is assumed to already have been captured in the Mana Wynwood retail space (as described above). 7 Economic Impact Analysis — Mana Wynwood Gallery/Museum/Exhibition/Showroom Space: The more than 1.3 million square feet of exhibition, gallery, museum and showroom space will generate significant retail expenditure to the area. It is very difficult to ascertain at this point the level of expenditure that will be generated by this type of space, since there is very limited definition as to how the showroom, gallery, and museum space is to be designed (ie. large open space vs. smaller multi -bay space). Furthermore, for exhibition, it is important to a more in-depth concept for the type and number of events that will be conducted at the exhibition hall. For this analysis, we assume that at least 50 percent of the exhibition/gallery visitors will be guests within one of the Mana Wynwood hotels and will be shoppers within the Mana Wynwood retail. Therefore, much of the potential expenditure for these visitors is already accounted for in the retail and hotel uses above. To account for additional visitors to the gallery and/or exhibition space, and maintain a conservative approach to the analysis, it is assumed that there will be an additional 20 percent of the hotel and retail expenditure calculated above that will flow through as net new expenditure from the gallery, museum, exhibition and showroom space; or, roughly $22 million in net expenditure from gallery/exhibition space. Office Flex and Amenities Space: The development proposes approximately 1.89 million total rentable office square feet, which we assume will operate at a stabilized 10 percent vacancy factor. Based upon recent office metrics studies for the Miami DDA, there is an average 230 square feet per employee for office space. However, the Mana Wynwood envisions a large portion of the space to be shared working space, which may accommodate one employee per 110 square feet.2 To be conservative, the analysis herein utilizes a metric for traditional professional office space (or 230 per square foot). Considering this, Mana Wynwood office space will accommodate approximately 7,360 workers. Based upon data published by the Urban Land Institute (ULI) in a 2011 office worker survey, the average downtown office worker spends roughly $5,790 annually on goods and services during the work day, and assuming that 50 percent of this retail expenditure is already captured in the Mana Wynwood retail, total worker expenditures are estimated to be nearly $21 million. Light Industrial Flex: There is a proposed 564,000 square feet of light industrial/assembly uses within the Mana Wynwood development. Based upon data published by the Institute of Transportation Engineers (ITE), the average square foot per employee ratio for warehouse space ranges from 780 square feet to more than 2,000 square feet. For this analysis, we assume 1,200 square feet per employee for the subject's light industrial use. This creates 425+ industrial related jobs. In terms of retail expenditure, industrial wages (Wholesale Trade sector) are roughly 5 percent below that of Professional and Business Services according to FDEO. Therefore, we make a slight downward adjustment to retail expenditure per worker, which generates nearly $1.1 million in total worker expenditure from light industrial uses. Education/Trade: The proposed development plan indicates 113,000 square feet for education related facilities; although, at this point it is uncertain as to the composition of what those educational facilities entail. Therefore, for this analysis, it is very difficult to ascertain the appropriate mix of student and faculty. However, if we assume that two- thirds of the total education area is classroom space (with the balance comprising corridors, open space and administrative offices), we use standardized ratios of between 600 and 750 2 Office Finder, LLC, a leading web based office referral and Information network. 8 Economic Impact Analysis —Mona Wynivood square feet per student and 1 faculty and support staff per 5 to 10 students, then there would be approximately 140 to 170 students and faculty within the proposed facility. While we recognize that the students and faculty will provide supporting expenditure within the area, for this analysis, we maintain a conservative approach and assume that the expenditure related to the education facility is already captured within the existing retail. In sum, there is estimated to be more than $238 million in net new retail expenditure annually from the proposed Maria Wynwood development, and summarized as follows: Figure 4: Summary of Retail Expenditure Generated (by Use) from Mana Wynwood Upon Stabilized Operations $77,000,000 $49,000,000 $68,000,000 $22,000,000 $21,000,000 $1,100, 000 $238,100,000 3. Long -Term (On -Going) Building Employment and Operating Expenditure There are a number of areas where positive public benefits or economic impacts will result from the on -going operation of the residential development. These include: • Additional employment from operation of the residential buildings, retail, exhibition, office and industrial facilities; • Property tax revenue to the City of Miami and Miami County, as well as Sales Tax to the State; and • Purchase of goods and services. As summarized above, we estimated employment for office and light industrial to derive expenditure for those specific uses. However, there will also be employment from operation of the residential building, retail space, gallery/exhibition space, office and light industrial buildings. We estimate that 60 FTE workers will be needed to operate the rental apartment and condominium buildings (1 worker per 30+ units), approximately 1,050 FTE workers will be employed in the retail stores (1 worker per 125 square feet for restaurants and 1 worker per 450 square feet for retail), 560 hotel employees (0.6 workers per room), 890 FTE positions for the gallery/exhibition space (1 worker per 1,500+ square feet). Again, for the education component, we maintain a conservative approach and represent this as a marginal impact on employment. Positions such as building managers, parking garage attendants, maintenance staff, and security personnel will need to be filled. At an average Miami County wage of $51,2283 the operation of the buildings and related employment will generate approximately 3 Florida Department of Economic Opportunity, QECW 4`h Quarter 2014 9 Economic impact Analysis — Mana Wynivood $530 million in wages each year. Positions at various skill levels will be made available to area residents. Figure 5: Summary of Net New Employment (by Use) and Direct Wages Created by Mana Wynwood Upon Stabilized Operations 60 1,050 560 890 7,360 425 10,345 $51,228 $530,000,000 Increased State and local sales tax revenue will result from the operation of the 288,000 square feet of new retail space. Assuming the net new retail expenditure in stores totals $49 million, approximately $3.3 million in additional sales tax will be collected from retail sales. Importantly, the City of Miami and/or Miami Dade County are among the primary beneficiaries of a 6.0 percent Tourist and Convention Development Tax (or Bed Tax), which is comprised of the Convention Development Tax (3%), Tourist Development Tax (2%), and Professional Sports Facilities Franchise Tax. Based upon estimated ADR and occupancy rates, the total Bed Tax generated from Mana Wynwood is estimated to be $4.0 million per annum. Finally, the development of Mana Wynwood will provide significant benefit to the City and County by way of real property and personal property (ad valorem) taxes. The tax amount is based upon the County Tax Collector's (2014) millage rate of 22.6786 (per thousand dollars of value), broken down as follows. 10 Economic Impact Analysis — Mana Wynrvood Figure 5: Mana Wynwood — Ad Valorem Tax Estimate Source: Miami Dade County Property Appraiser; Mana Wynwood; Lambert Advisory Item Wage Annual Tax City of Miami Operating City of Miami Debt Miami Dade County Operating Miami Dade County Debt Miami Dade County Schools Ops Miami Dade County School Debt South Florida Water Mgmt. Okeechobee Basin Everaglade Construction Library District Children's Services FIND 7.6465 0.739 4.6669 0.4500 7.775 0.199 0.1577 0.1717 0.0548 0.284 0.500 0.0345 $10,418,360 $1, 006, 207 $6,358,654 $613,125 $10,593,441 $271,138 $214,866 $233,941 $74, 665 $386,950 $681,250 $47, 006 TOTAL 22.6786 $30,899,604 Real property is typically assessed at between 80 and 90 percent of Fair Market Value (FMV); or, for the purposes of this analysis, we calculate ad valorem taxes for Mana Wynwood based on the estimated total development cost (including land) of approximately $1.5 billion. As a result, the development should generate approximately $31 million in real property taxes upon stabilized operations (in 2015 $'s). 4. Indirect Flow -Through Benefits There will be a number of long term indirect flow -through benefits beyond construction from the project, particularly from the residential and commercial building operations and employment. This multiplier is derived from a profile of Input -Output Models for Impact Analysis: Suggestions for Practitioners Using RIMS II Multipliers (2011) which is based upon the U.S. Department of Commerce's RIMS II model, and identifies indirect secondary and tertiary impacts created throughout the region due to the "ripple effect" of the direct output and primary employment. Based upon our assessment of the RIMS II documentation, development and building operations are assumed to have a 1.2 multiplier impact. Considering this, the 10,345 FTE jobs created as a result of residential and commercial operations are estimated to create 12,400 additional jobs. A summary of both short term and long term (recurring) economic impacts from the proposed Mana Wynwood development is summarized in the following table. 11 Economic Impact Analysis — Ivlana Wymvood Figure 6: Mana Wynwood — Summary of Economic Impacts (Rounded) Short Term Construction Employment & Expenditure Full Time Jobs (Aggregated During All Development Phases) Direct Wages (Aggregated During All Development Phases) Professional Wages (Miami Dade County) Impact Fees Toward Public Expenditure Total Impact, Short Term Const. Employment & Expenditure mpact ;. 11,430 $584, 800,000 $16, 000,000 $15,000,000 $615,900,000 Long -Term (On -Going) Resident and Commerical Expenditure Marginal Expenditure Growth — Residents $70,000,000 Marginal Expenditure —Retail, Hotel, Exhibition, Office, Industrial $168,000,000 Marginal Impact from On -Going Resident, Commercial Expenditure $238,000,000 Long -Term (On -Going) Building Employment and Operating Expenditure Full Time Jobs 10,345 Total Direct Wages Created $530,000,000 Sales Tax from Additional Retail Sales $3,300,000 Hotel Bed Tax $4,000,000 Ad Valorem Taxes $31,000,000 Total Impact from On -Going Operations of the Buildings $568,200,000 Indirect Flow Through Benefits Full Time Jobs (Indirect) — Miami Dade County 12,410 Total Indirect Wages Created $635,900,000 Total Flow Through Indirect Benefits $635,900,000 12 Principals Hernando J. Navas, P.E. Mark S. Johnson, P.S.M. Of Council Alfonso G. Tello, P.E., P.S.M. ��iLUT£1TiZ� - ��L21'�Li2 th,Ooial- , JYLG'. Civil Engineers - Land Planners - Surveyors 3240 Corporate Way • Miramar, Florida 33025 Phone: (954) 435-7010 • Fax: (954) 438-3288 144" JAYA WTI Al'WOCAL) S][T]E UTILITY STUDY Prepared By: cS46vel7kE �iain 6" CA. 3OCiatEi., _Una. (ED #87) 3t .a cr U1 :`1Vli fa, RE. #58710 Ass't, Vice President State of Florida Registered Engineer 1..: 11` 2015 Luis F. Loon, P.E. Alberto A. Mora, P.E. John C. Tello, P.E. Michael D. Gonzalez, P.E. Ronald A. Fritz, P.S.M. Jose G. Hernandez, P.S.M. Michael J. Alley, P.S.M. Emilio E. Llufrio, P.S.M. Mona Wynwood Site Utility Study TABLE OF CONTENTS I) Introduction SECTION 1 II) Site Location Map SECTION 2 III) Water Distribution System SECTION 3 IV) Sanitary Sewer Collection System SECTION 4 V) Florida Power and Light and AT&T SECTION 5 VI) Teco Gas SECTION 6 VII) Stormwater Management and Finished Floor Elevation SECTION 7 APPENDICES Existing Water Distribution Atlas APPENDIX A Projected Proposed Water Mains .APPENDIX B Existing Sanitary Sewer Collection Atlas APPENDIX C Projected Proposed Sanitary Mains .APPENDIX D Receiving Pump Station information APPENDIX E AT&T Transmission Correspondence APPENDIX F Teco Gas Atlas .APPENDIX G Rainfall Maps and Firmette .... APPENDIX H Mana Wynwood Site Utility Study N TRODUiCT ][O NT SEC 7fICON �� Mana Wynwood Site Utility Study L Introduction The Mana Wynwood project is a proposed major mixed -use development that will encompass approximately 29 Acres of the Wynwood District in the City of Miami. The project is generally bounded by NW 6th Avenue to the West, NW 2nd Avenue to the East, by NW 25`h Street to the North, and by NW 21 Terrace/NW22 Street/NW 20th Street to the South (see Site Location Map on Section 2). The Special Area Plan consists of two separate zoning designations that are labeled as East and West. The proposed zoning for the West half is T6-24 and for the East half it is T6-12. Below please find the development breakdown for the subject project: • Residential Apartment Units 1, 2, and 3 Bedroom Units • Hotel • Retail Spaces • Light Industrial • Galleries • Showrooms • Educational • Office Space • Restaurants • Bar/Lounge/Night club • Coffee Shops/Juice Bar/Bakeries/etc. See Table 1 on the next page for a description of the densities of the program. Mena Wynwood Site Utility Study Table 1 Development Density Occupancy Units Floor Area (SF) Retail 122,561 Flex Office 1,882,016 Flex Industrial (wet/dry manufacturing) 564,605 Flex Galleries 877,728 Flex Showroom 451,684 Educational 112,921 Coffee shop/Bakery/Juice Bar 55,281 Lounge/Bar/Night Club 55,281 Restaurant (Full Service) 55,281 Hotel 1,144 Residential 2,651 Mana Wynwood Site Utility Study I[T]E LO(CA.TI[ON MA\PP' SECTION 2' V INTERSTATE 95 NW 21ST TERR z Lc) NW 20TH ST NW 22ND ST NW 23RD ST NW 22ND LANE NW 22ND TER NW 21ST ST 1,1 NW 20TH WRR z MANA WYNWOOD SAP LOCATION MAP 1 "=300' DENOTES SUBJECT SITE Mane Wynwood Site Utility Study WATEER ID][ ST REBUT DON SYST]EM SECTION Mena Wynwood Site Utility Study 1. Water Distribution System A summary of the water mains owned and operated by the Miami -Dade Water and Sewer Department (M-DWASD) in the vicinity of the project is shown in Table 2 below. Appendix A provides the M-DWASD Atlas graphical representation for reference. Table 2 — Existing Water Mains Roadway Between Water Main(s) NW 24 Street NW 6th Avenue and NW 5th Avenue 8" NW 24 Street NW 5th Avenue and NW 2"d Avenue 4" and 12" NW 23 Street NW 6th Avenue and NW 5th Avenue 6" NW 23 Street NW 5th Avenue and NW 2"d Avenue 4" and 12" NW 22 Lane NW 5th Avenue and NW 2nd Street 6" and 12" NW 22 Street NW 6th Avenue and NW 5th Avenue 12" NW 22 Street NW 5th Avenue and NW 2nd Avenue 8" NW 21 Terrace NW 6th Avenue and NW 5th Avenue 8" NW 24th Street and NW 21' Terrace 2" NW 6ttt Avenue NW 5th Avenue NW 24th Street and NW 21st Terrace 12" NW 2th Avenue NW 23rd Street and NW 22"d Street 8" and 48" NW 5th Place NW 21st Terrace and NW 20th Street 8" NW 20th Street I-95 Expressway and NW 5th PLace 8" Due to the proposed zoning and the density of the development, M-DWASD will require the project to construct offsite water mains with a minimum 12" in diameter to provide adequate flow for the fire demand of the project. The projected offsite water main requirements are depicted in Table 3 and Appendix B. Mana Wynwood Site Utility Study In addition to the offsite water main requirements, the project will be required to relocate and/or remove any of the existing water main that would be in conflict with the proposed development. Any on -site water mains looped within the project will also be required to be 12" in diameter per MDWASD rules and regulations. All structures exceeding 75' in height measured from the Fire Department Staging Area will require dual fire line systems for the purpose of redundancy per the latest NFPA code. The City of Miami Fire Prevention Department requires fire hydrants to be located no more than 100 feet from the fire department connections for each of the proposed buildings or structures for commercial areas and multi -family residential areas. The code also requires that there be no more than 300 feet between fire hydrants along the frontage of the property, as measured along the water hose lay length. Final determination of fire hydrants, water meters, backflow preventers and fire department connections will need to be determined and approved when a final site plan is prepared. Table 3 — Projected Proposed Water Main Requirements Roadway From Water To Main(s) NW 24t'' St. Ex. 12" at NW 5th Ave. Ex. 12" at Mid -block between NW 2nd Ave. and NW 5th Ave Prop. 12" NW 24th St. Prop. 12" at NW 6th Ave. Ex. 12" at NW 5th Ave. Prop. 12" NW 23`d St. NW 6th Ave. NW 5th Ave. Remove Ex. 6" NW 22i1d Ln Relocate Ex. 12" WM Between NW to match prop. new private road alignment 5th Ave. and NW 22nd Ave. NW 22nd St. Ex. 12" at NW 5th Ave. West Property Line of Development Prop. 12" NW 21st Tr. Prop. 12" at NW 6th Ave. Ex. 12" at NW 5th Ave. Prop. 12" NW 6th1 Ave. Prop. 12" at NW 21st Tr. Prop. 12" at NW 24th St. Prop. 12" NW 2th Ave. South Property Line of Development Ex. 12" at NW 23`d St. Prop. 12" New Road Prop. 12" at NW 24 Street Ex. 12" at NW 22`l1 St. Prop. 12" NW 25th Ln. Prop. 12" at NW 21st Tr. Prop. 12" at NW 2th Street Prop. 12" NW 20th St. Prop. 12" at NW 25th Ln. West Property Line of Development Prop. 12" Mane Wynwood Site Utility Study SA\N UFA\]CLAY SEWER COLLECTRON SYSTEM SsEECTIION 4 Mana Wynwood Site Utility Study IV . Sanitary Sewer Collection System A summary of the existing sanitary sewer mains adjacent to the properties are shown in Table 4 below. Appendix C provides the M-DWASD Atlas for graphical representation for reference. Table 4 — Existing Sanitary Sewer Mains Roadway Between Sanitary Sewer Main(s) NW 24 Street NW 6th Avenue and NW 5th Avenue 8" NW 24 Street NW 5th Avenue and NW 2nd Avenue 8" NW 23 Street NW 6th Avenue and NW 5th Avenue 8" NW 23 Street NW 5th Avenue and NW 2nd Avenue 8" NW 22 Lane NW 5th Avenue and NW 2nd Street 8" and 8" Force Main NW 22 Street NW 6th Avenue and NW 5th Avenue 8" and 18" NW 22 Street NW 5th Avenue and NW 2nd Avenue 8" and 24" NW 21 Terrace NW 6th Avenue and NW 5th Avenue 8", 15" and 18" NW 6th Avenue NW 24th Street and NW 21st Terrace 8" NW 5th Avenue NW 24th Street and NW 21' Terrace 8" and 15" NW 2th Avenue NW 23rd Street and NW 22nd Street 10" and 27" NW 5th Place NW 21St Terrace and NW 20th Street 8" NW 20th Street I-95 Expressway and NW 5th Place 15" The existing gravity sanitary sewer mains adjacent to the properties and the downstream pump station are not under moratorium at this time and there is no restriction to sanitary sewer in flows anticipated. It is important to note that a pipe capacity analysis performed by the Master Planning Department of Miami -Dade water and Sewer Department is required to confirm the Marra Wynwood Site Utility Study capacity due to the size of the project. A letter of availability request is recommended to verify the points of connection and requirements for this project. The pump station receiving the flows for the subject project is MDWAS Pump Station #30-002 located at 1075 BISCAYNE BLVD Miami, FL 33132-1701. As of August 11, 2015, this pump station is projected to have a Nominal Average Operating Run Time (NAPOT) of 6.29 hours per day, which is well below its ultimate capacity. Therefore, this project will not trigger any upgrade requirements to the receiving pump station. The proposed flow generated by the development will yield an additional 0.62 hours of operation to Pump station #30-002 Please refer o Appendix E. The subject project falls within a special Basin (Biscayne) that requires an additional connection charge that is being collected for future infrastructure improvements that the County will implement by action of the Miami -Dade Board of County Commissioners (BCC). This fee has been calculated and approved by the BCC to be $4.24 per gallon per day generated by the proposed development. This connection charge together with the standard $6.99 per gallon per day is required to be paid at Verification Form request during the building depaltnient approval process. A request for a letter of Sanitary Sewage Capacity Certification must be submitted to the Miami -Dade County Regulatory and Economic Resources Waste Water Permitting Section during the building permitting phase of the project in order to reserve the necessary allocation for the proposed development. In Table 5, are the estimated water and sewer flow generated rates per Miami -.Dade Water and Sewer Depailcuent's schedule of daily flows. Please be aware that all retail space usage has been categorized as a store, (for full service restaurant use the usage rate will be 100GPD/100SF). Further coordination with MDWASD is recommended. The project will be required to remove and/or relocated existing sanitary sewer mains that will be in conflict with the proposed development as per the concept plan provided by Zyscovich for the SAP application. Please refer to Appendix D for clarification. Mona Wynwood Site Utility Study Table 5 — Estimated Water and Sewer Flow Generation (Per MDWASD Schedule of Daily Rates) Type of Occupancy Quantity (Units or SF) Usage Rate Total Average Daily Flow (GPD) % of Daily Flow Retail 122,567 SF 10 GDP/100 SF 12,256 1.37% Flex Office 1,882,016 SF 5 GPD/100 SF 94,101 10.48% Flex Industrial (Dry Manufacturing) 423,454 SF 2.5 GPD/I00 SF 10,586 1.18% Flex Industrial (Wet Manufacturing) Flex Galleries 141,151 SF 20 GPD/I00 SF 28,230 3.14% 833,816 SF 10 GPD/100 SF 87,773 9.78% Flex Showroom 451,684 SF 10 GPD/100 SF 45,168 5.03% Educational 112,921 SF 12 GPD/100 SF 13,551 1.51% Hotel 1,144 Units 100 GPD/Unit 114,400 12.74% Coffee shop/Bakery/Juice Bar 55,281 50 GPD/100 SF 27,641 3.08%Q Lounge/Bar/Night Club 55,281 20 GPD/100 SF 11,056 1.23% Restaurant (Fu11 Service) 55,281 100 GPD/100 SF 55,281 6.16% Residential — Mixed -Use 2,651 Units 150 GPD/Unit 397,650 44.30% Total flow generated by proposed development 897,692 100% Mona Wynwood Site Utility Study ]F1[ O R][]D>AA ]POWER AND LIGHT AWN ]D AAT TSIT SECTION Mann Wynwood Site Utility Study V . Florida Power car Lijht (FP&L) Florida Power and Light (FPL) is the current provider for electrical service in the area. A request for a utility load letter will have to be submitted to FPL to determine if the existing infrastructures has the capacity for the proposed loads. Any relocation of exiting overhead (to underground) will have to be designed by FPL and coordinated with/through an FPL representative. Easements may have to be provided for these relocations as well as electrical rooms and pad mounted transformers. Based on the program provided by Zyscovich it is anticipated that existing overhead power lines will have to be relocated underground, specifically along NW 23 Street between NW6th Ave. and NW 5t1' Ave. as well as the NW 22 Ln. alignment from NW 5th Ave. to NW 2nd Ave. No evidence or record drawings are available that show evidence of existing underground FP&L transmission or distribution duct banks throughout the project's surrounding streets. All electrical distribution feeds are currently overhead. VI. Communications (AT&T) AT&T Corp. Long Lines and TCG South Florida have high capacity fiber optic within 2-4" HDPE conduits along NW5th Ave. and NW 22 Street. Please refer to Appendix F for letters provided by PEA, Inc. Consulting which include an approximate location of the utilities described. AT&T currently serves the area. It is highly recommended that they be contacted for further coordination of possible upgrades and points of service. Easements may be required for the installation of additional extensions of said communication lines. Please refer to Appendix F for correspondence provided by AT&T with respect to existing services within the area. Mane Wynwood Site Utility Study TECO GAS SECTION 6 Mane Wynwood Site Utility Study VII. Gas (TECO) TECO Gas can provide gas service if the development has the need for it. Table 6 below provides the existing infrastructure as shown in the Atlas provided by TECO Gas, please refer to Appendix G for copies of said Atlas. Table 6— Existing Gas Mains Roadway Between Sanitary Sewer Main(s) NW 24 Street NW 6th Avenue and NW 5th Avenue 2" in 4" casing and 4" NW 24 Street NW 5th Avenue and NW 2nd Avenue 2" NW 23 Street NW 6th Avenue and NW 5th Avenue 10" and 12"Trans NW 23 Street NW 5th Avenue and NW 2nd Avenue 4" Abandoned NW 22 Lane NW 5th Avenue and NW 2nd Street 4" and 12" Trans NW 22 Street NW 5th Avenue and NW 2"d Avenue 10" NW 21 Terrace NW 6th Avenue and NW 5th Avenue 10" HP NW 24th Street and NW 23rd Street 4" NW 6th Avenue NW 5th Avenue NW 23th Street and NW 21st Terrace 4"HP, 8" and 10" NW 5th Avenue NW 24th Street and NW 23rd Street 4"HP, 6" and 8" NW 2th Avenue NW 23rd Street and NW 22"d Street 4" in 10" casing" NW 20th Street West Property Line and NW 5th Place 10" CI Based on the program provided by Zyscovich it is anticipated that existing gas lines will have to be relocated, specifically along NW 23 Street between NW6th Ave. and NW 5th Ave. as well as the NW 22 Ln. alignment from NW 5th Ave. to NW 2nd Ave. Mane Wynwood Site Utility Study ST(ORMWA\TlER MANAGEMENT AND) IFl[Nl[ SIH[]E]D FLOOR EE]L]EVAATl[OTN SSECTI/ON J7/ Mona Wynwood Site Utility Study VIII. On -Site Stormwater 1Wanajement and Drainage Systems Based on site observations and involvement on previous sites within the vicinity, many parcels have either outdated drainage systems that are no longer accepted by RER or do not have any drainage at all. Most of these sites were/are discharging into the public Rights of Way by splashing on grade or via rain water leaders under the public sidewalks. Most of the existing if not all the existing drainage systems will have to be removed or abandoned due to the location of the proposed buildings dictated by program configuration provided by Zyscovich. The subject project lies within the limits of the saltwater intrusion boundary, therefore, the drainage system of the proposed development will consist of a combination of drainage wells and French Drains. The use of drainage wells should provide adequate flood protection while minimizing the foot print of the underground drainage system. The rate of discharge that can be achieved will determine the number and the location of the proposed drainage wells. It is recommended that testing be performed to obtain a realistic capacity. The subject project will require an Environmental Resources Permit from RER (General Permit) which requires that the 25 year-72 hour storm event be retained on -site. This storm has a rainfall volume of 12.5" as shown on the rainfall map in Appendix H. IX. Flood Zone and Minimum Finished Floor Elevation The subject site lies within Federal Flood Zone X as depicted in the Firmette provided in Appendix H (Map Number 12086C0312L, Revised September l 1, 2009). The finished floor elevation will be determined by the Flood Plain Manager at the City of Miami Building Department using the topography fronting each one of the proposed buildings. The finished floor of each one of the buildings will have to be handled on a case by case basis since the topography of the street surrounding the sites vary from 19' NGVD to 13' NGVD. The minimum finished floor requirements in the City of Miami when a flood elevation is not determined by FEMA shall be 4" above the highest crown of road fronting the site for commercial spaces and 8" above the highest crown of road fronting the site for residential spaces. In the past residential lobbies have been viewed as commercial space at the discretion of the developer and the acceptance of the Flood Plain Manager. This is done in an attempt to ease the mitigation of the difference in elevation from the public sidewalk in cases where the proposed access to the proposed buildings are within closed proximity due to maximum allowable set -backs. Mane Wynwood Site Utility Study AIP ]PEEN ID IX A 302 380 21 0 • -.6.6161.111 131011 75 EON 6 1E99-71 56 —12 — '438 ' 2.1R, .2-s2 TER NW 20T, ST 93372.11 E033-11 1E623* r• 1E7687.11 E124-41 ASji IJVV 7/11/2014 OW. I 0.6. 911! E124-41 DiN 2006-24 I • • • I •ts. P IDO55,11 ere:. " —;easj popTA 1 083 gli—rEcs_\ 11,s5+ mlaimmwzr., !. ,7_1. • -0 a 4 E36E1 ST, 6.1„11.;; 0 1.4 ,614000444 t. 431 -1 1.19 -' 6W, I,7,4,1 0.14- -L-T 16-14 aa,Q• !42141 U0554-1/ NN 22ND LN _ — 3268 Mr% 2140 484 s2 E633.11 ry• 6243-1, r 1 1E8357-21 E8357-31--- 437 677' 6233-11 893.1 . 67811 1 1 ,674 51 -.,6 - I s -: 4 10 1E8,73 21 643; rE..6_7JA '- 1 MANA WYNWOOD SAP M-DWASD WATER ATLAS (F13-A) 7166 221113 ST wit 111311 I3JA NW 2260 ST1 DW 26. F.,27a34 14545 1E7842.1 0 NW21ST ST 177357-71-__ - 20Tri T7r0 1E6 6.11 1 665 679 ,61T431 644 „17-47fir '38 0 3.111 653 NW rp616-11---1 j_Lffi .1 E9669-1 E1E61 • 26 4 7777- 33 E 097 Th° - 102%1 „F 6-1112 [E566.1 '1 I. !,E67.1 ;11 1E6 7 5-11 DENOTES SUBJECT SITE 6 14,q Mana Wynwood Site Utility Study A]P']P']EN]D>][X ]B EXISTING 8" WATER MAIN TO REMAIN EXISTING 8" WATER MAIN TO REMAIN EXISTING fi" TO REMAIN EXISTING 12 TO REMAIN iD ER MAIN PROPOSED 12" WATER MAIN PROPOSED 12" WATER MAIN EXISTING 8" WATER MAIN TO REMAIN MANA WYNWOOD SAP PROJECTED PROPOSED WATER MAINS PROPOSED 12" WATER MAIN PROPOSED 12' WATER MAIN EXISTING 8" WATER MAIN TO REMAIN EXISTING 12" WATER MAIr_ TO REMAIN PROPOSED 12" WATER MAIN fT9REMMN EXISTING 12" WATER MAIN EXISTING 6" WATER MAIN REMAIN ING 8" WATER MAIN TO REMAIN EXISTING 8" WATER MAIN J TO REMAIN DENOTES PROPOSED WATER MAIN DENOTES EXISTING WATER MAIN TO REMAIN DENOTES EXISTING WATER MAIN TO BE REMOVED Mana Wynwood Site Utility Study APPENDIX iC 6 46 1E62720911- ---66771,1 TER t1963 47 IEsso619s6-1-11.t. 1797 106194 {E6snu.11 NW 24,96St 2t 5 �51806� _ J-J- 1809 vw'tstvs' ,641 „'"SB 2013-5 93411E poem 42 11— Ese991171 �2949 _ _--�1934 1932 931 930 9]6 11620 � 9g2�t� NW 22N96T- \Nw ]NST 20 NW mTTEH 193 586o1,4l Ffinu.1l r 2v91,1— ty23 192�r_ «2- 1966 1966r IEss 969 M1' 11, 4-332 8724 HST 1846 1 �ppq_e„1 Ks..., TSB 2012.599/2014 8 2 _ 24 1926 '650001-10I 18R �j99 z ES2+ae 1806t Be[_ 893 e.. r95 LE5_`61= `�t900 19T9 �f < 2949t 11Esm1o<1 €ssns.11 19.9,4 YW 29TH TER .61,26891 1E6�=61+61+-iI- 5 199E 11930 222 E9267211\ 1996 f962 s029 1906 IJII20 HS����� . -�� .1992 41 , 66 r 0T:3f —r— —F w2 1973 1iTH i 0 1320,4 -47 i _ F `1981 f161&tI 699fi 9i.i T Es]eTi 2 1362 _ IF13 B1 1969_1r• - .4++ ?696T 3�1 919 00 1 .4974 1664 ss ''II t96t NW 201lst -•F13-A 33 - a4,"1--t �<_s,-�3 _ 46-iEs,1a O �k52+91-11 —E 0 T MANA WYNWOOD SAP M-DWASD SEWER ATLAS DENOTES SUBJECT SITE Mana Wynwood Site Utility Study A]P']P' ]E N D l[X D 41I EXISTING SAN. "!VJ 2.Sh ST EXISTING 15" SAN. MAIN EXISTING 18" SAN. MAIN EXISTING 24" SAN. MAIN MANA WYNWOOD SAP PROJECTED PROPOSED SANITARY MAINS EXISTING 8" SAN. MAIN EXISTING 10" SAN.-MAIN EXISTING 8" SAN. MAIN EXISTING 24" SAN. MAIN EXISTING 8" SAN. MAIN DENOTES PROPOSED SANITARY MAIN DENOTES EXISTING SANITARY MAIN TO REMAIN DENOTES EXISTING SANITARY MAIN TO BE REMOVED Mana Wynwood Site Utility Study A]P P E ]D 1[X ]E Pump Station Capacity Estimator This Is Not An Official Document 8/11/2015 9:30 AM - Version i2.10 Calculations are based on the criteria stipulated in Section 2442.3. Miami -Dade Cede. and Federal Consent ❑ecrer. {Case: No. 1.12-cv-24400-FAM For more information about the Consent Decree, please visit the .... website. Please be aware that the information obtained with this Application is for general information only, and it is only correct as of the lime and date in which the search was executed. Consequently, the information obtained with this application DOES NOT CONSTITUTE AN OFFICIAL DEPARTMENTAL DETERPr1INA-1ON sr APPROVAL far your project. For any additional information about the Pump Station Capacity Estimator application, please refer to the - - - or contact the RER—DERM Wastewater Permitting Section at 305-372-6600 or via email at ' .,. ,. ......... Required fields Search Criteria Sanitary Sewer Utility ` 30 - UNINCORPORATED DADE COUNTY u Pump Station Number' 10002 ul Proposed Projected Flow (GPM . 1897692 i GPO (Only numbers are ailowed) Project will require, or is part of, a Sewer Extension , I No uj Submit Clear I Pump Station Capacity Estimator Result UNCONDITIONAL ALLOCATION ALLOWED +— Search Criteria Detailed Result Sanitary Sewer Utility 30 - UNINCORPORATED DADE COUNTY Pump Station Number 0002 Proposed Projected Flow (GPD) 897,692 GPD Project will require, orrs pail of, a Sewer Extension No Pump Station Downstream Pump Station Owner Pump Station Number Moratorium Code Projected NAPOT Proposed Hrs (11) Proposed Projected Firs Receiving PS 30 0002 OK 6.29 +162 6.91 30 CD -- — -- -Treatment Plant Codes - CD Central District Treatment Plant NO North District Treatment Plant SD South District Treatment Plant TP Homestead Treatment Plant Moratorium Codes AC Approved And Corrected AH Approved And Corrected - HAMA Limited AM Absolute Moratorium - NAPOT Above 10. Plan Submitted CH Conditional Moratorium - HAMA Limited CM Conditional Moratorium Pump Station Acronyms CN Conditional Moratorium - New Collection System EH No Allocations MH GT 10 HAMA Ltd GOP Gallons Per Day r. HAMA High Annual Monthly Average NAPOT Nominal Avg_ Pump Operating Time - EN No Allocations - MH GT 10 IM Initial Moratorium IN Incomplete - Information Missing OH OK - HAMA Limited OK OK RM Restricted Moratorium TH No Allocations - Due To High Hours With HAMA TM Temporary Moratorium Privacy Slalernont Disclaimer r ADA Nonce i Contact:a 9t 2014 Miami -Dade County. At rights reserved. Mane Wynwood Site Utility Study APPENDIX ]F .lnc r).\'.sr I.1'I.\Y;.s4)1.1-.110,Vs 1:ngineering Oilice — Orlando May 15, 2015 at&t Schwebke-Shiskin & Associates, Inc. Attn: Mr. Jose A. Lopez, E.I. 3240 Corporate Way Miramar, FL 33025 (954) 435-7010 RE: Mana Wynwood Design Ticket No: 124501 809 Miami Dade County 6000 Metro West F31vd. Suite 201 Orlando, Fl. 32835-7631 Phone: (407) 78-8000 Fax: (40 7) 578-7300 Email: seriksson er.'pca-inc.net AT&T Corp Long Lines (Transmission) has a high capacity fiber optic cable in a conduit and within the project limits. AT&T Corp records have been reviewed and based on project limits, detailed plans will be necessary to determine any or no conflict with proposed construction at this time. If you have any questions please call us at (407) 578-8000. Since,- ly Stefan Eriksson Assistant Project Engineer Representing AT&T, Inc. SGE/CM I5-0I-O0I Cc: C. Jacobson (AT&T) File Orlando, FL Gainesville, FL Miami. FL •Inc rr)xSt.. rrNf..\i)t.V TFO,VS at&t Engineering Office -- Orlando May 15, 2015 Schwebke-Shiskin & Associates, Inc. Attn: Mr. Jose A. Lopez, E.I. 3240 Corporate Way Miramar, FL 33025 (954) 435-7010 RE: Mana Wynwood Design Ticket No: 124501809 Miami Dade County 6000 Metro West Blvd, Suite 201 Orlando, FL 3283 5-76 31 Phone: (407) 578-8000 Fax: (407) 578-7300 Entail: serikssonrt pea-inc.ne TCG South Florida has a high capacity fiber optic cable in a conduit and within the above project limits. TCG records have been reviewed and based on project limits, detailed plans will be necessary to determine any or no conflict with proposed construction at this time. If you have any questions please call us at (407) 578-8000. Assistant Project Engineer Representing AT&T, Inc. SGFJ CM 08-04-001 Cc: C. Jacobson (AT&T) File Orlando, FL Gainesville, FL Miami, FL RECEIVED MAY 0 8 7t115 Gr'i Stefan eriksson From: JACOBSON, GREGORY T [gj1529@att,com] >ent: Friday, May 08, 2015 6:57 AM f o: 'cpetrie@pea-inc. net` Cc: 'seriksson@pea-inc.net' Subject: FW: Mana Wynwood Attachments: Map, pdf Greg Jacobson Sr. Tech Project Manager National Construction & Engineering AT&T Corp 6015 Benjamin Rd. Suite 306 Tampa, FI. 33634 Office 813-342-0512 Cell 813-505-1807 gj1529C3att.corn From: Jose Lopez [mailto:jlooez(ashiskin.com] Sent: Thursday, May 07, 2015 9:10 AM To: JACOBSON, GREGORY T Subject: Mana Wynwood ..lay 7, 2015 Mr. Greg Jacobson AT&T 955 E 25th St Hialeah, FL 33013 800-993-7546 Re: Mana Wynwood Dear Mr. Jacobson This is to notify your company of the proposed right-of-way infrastructure improvements for the referenced site. Attached please find a sketch showing the project location. The project will consist of drainage, watermain, and incidental sanitary sewer ,rovernents within all right-of-ways of the referenced area. Please forward to our office any as -built drawings or plans of any existing or i proposed utilities your company may have within the area of the project. The Sunshine State One CaII of Florida design ticket number(s) for this project are: 124501809 Regards, Jose A. Lopez, E.I. Project Engineer Schwebke-Shiskin & Associates, Inc. Civil Engineers, Surveyors, Land Planners 3240 Corporate Way "irarnar, Florida 33025 54) 435-7010 Tel. (954) 438-3288 Fax Email: jlopez@shiskin.corr DISCLAIMER OF LIABILITY: This e-mail and any attached electronic files are confidential and intended solely for the use of the individual or entity to which they are addressed. If you have received this e-mail and /or data in error, please delete it and notify the sender. Schwebke-Shlskin & Associates. Inc. makes electronically transmitted data available for informational purposes only, No warranty, either expressed or Implied, is made. Schwebke-Shlskin & Associates, Inc. reserves the right to revise or modify its electronically stored data, including the attached data, without notice, Schwebke- Shiskin & Associates, Inc. assumes no responsibility for any issues which may arise from the use of its electronically transmitted data. Schwebke-Shiskin & Associates, Inc. makes every effort to ensure that its data is virus free; however, Schwebke-Shiskin & Associates, Inc. assumes no responsibility for damages caused by the use and/or installation of its electronically transmitted data. By viewing or utilizing the information and files attached herein, the recipient accepts the terms and conditions set forth above. 2 Legend Points of Interest Train Stations Shopping Centers Schools Other Points Marine Terminals }I Hospitals Highway Exits Golf Courses Churches GICemeteries Bus Terminals Buddings Dig Sre Dig Site Streets In erstales Ramps Major Roads Mnor Highways Streets Unnamed Streets Grids TRSQ - Section Railroads Landmarks landmark Areas Other Parks Military Installations Golf Courses Airports Countes Water ;Se NW +T,t I A v. r Ls' I I 7 P.' Te. 1.' CIO G9+, `i,4 T:N;, 5T T rL .1.14, NV.. •h1'41 { It1 r 'o IrthGIS Map 'i '.� H,S if,fl •(' Map Center: -80,200983, 25.798962 Sri I '` )y �-� �►° 5 f 1 ry en 21:) t1L.2 tH3T tt•h Z r T h T l:ft 70}4ry WO 24rt15" 20'26 • V., MN GGf:1-M#t MN) i0A, I\Ht :., "Jig! !RN F41Zti9fw: MN 664I' O) 'r5 NW 2d'tt u 1 1.1s NL42.TTH ST 1.54 k4V26TtiST +Yj N',V ; 5 T 1ST >au5 uoegisi r is -1+t ww rst1I 1 _• i i sP tt MN 6GZZ.+1.^.Z7 71h7I11 044 u.c.r r.w.1 w t-ys Mt tv ; • I.91 NE 2TTH Si • • ITS ;4 0.4` am sr 15T1-1 SI f I+ 1 t.35 NE2.11haTS St. I t.s5 tas 2,teosr• as 1.t99 Dimensions: 1.02 x 0.78 mi Mane Wynwood Site Utility Study APPENDIX G MANA WYNWOOD SAP TECO GAS ATLAS DENOTES SUBJECT SITE -0 Mena Wynwood Site Utility Study APPENDIX IX HI MANA WYNWOOD LOCATION 12.5" RAINFALL FIGURE C-8. 3-DAY RAINFALL: 25-YEAR RETURN PERIOD Figure C-8 RLANDO NAPLES A.TL A -A' TIC 14 12 12 FT. IPIERCE 4 i55TUART IUPITER IC WEST 141 6ALu EEACH nii02rJ229OCx.fiATOH xz A z 1B LAUDEROALE 4 16 Ake f4 UNIT = INCHES 0 10 20 30 MILES MANA. WYNWOOD LOCATION 16" RAINFAL FIGURE C-9. 3-DAY RAINFALL: 100-YEAR RETURN PERIOD Figure C-9 6TH ST 3 NW 28TH ST NW 27TH ST NW 25 FH ST NW 2.H[ S;. NW 22ND LA j NW 22NG ST 1 R„,„v NW 26TH ST NW 24TH S I NW 23R17 ST NW 27TH ST NW 26TH ST NW 24TH NW 23RC Z NW Wu kli.,Qri1TIt..4. I rvt�l nl tit. . uvv wu MAP SCALE 1" = 500' 50 0 500 J 31 II 0 1000 FEET METER I- I PANEL 0312L FIRM FLOOD INSURANCE RATE MAP MIAMI-DADE COUNTY, FLORIDA AND INCORPORATED AREAS PANEL 312 OF 1031 (SEE MAP INDEX FOR FIRM PANEL LAYOUT) CONTAINS: COMMUNITY MIAMI: CITY br N MBER PANEL SEFFIx 5246SO 0312 L Notice a Cann, P. Map Number stnvm hHuw should be usad when placlsg map orders; the Community Number bran :tsme should be used on irrswanoe ap aicatlors ¶ID etw out scl [corral -fly MAP NUMBER 12086C0312L MAP REVISED SEPTEMBER 11, 2009 Federal Emergency :Management Agency This is an official copy of a portion of the above referenced food map, It was extracted using F-MIT On -Line ibis map does not reflect charges or amendments Which may have been made subsequent to the date en the title block. For the latest product information about National Flood Insurance Program flood maps check the FEMA Flood Map Store at rowrw.rnso.fe:ne nav Traffic Impact Analysis for Submittal to the City of Miami Mana Wynwood Special Area Plan City of Miami, Florida Kimley>» Horn 0 2015 Kimley-Horn and Associates, Inc. Revised August 2015 July 2015 043629001 Traffic Impact Analysis for Submittal to the City of Miami Mana Wynwood Special Area Plan City of Miami, Florida Prepared for: Mannigan Holdings, LLC Miami, Florida Prepared by: Kimley-Horn and Associates, Inc. Kimley >Horn ©2015 Kimley-Horn and Associates, Inc. Revised August 2015 July 2015 043629001 * No.78828 Adrian K. Dowski, P.E., PTOE Florida Registration Number 78828 Kim ley -Horn and Associates, Inc_. 600 North Pine Island Road, Suite 450 Plantation, Florida 33324 CA # 00000696 Kimley»)Horn TABLE OF CONTENTS Traffic Impact Analysis INTRODUCTION 1 DATA COLLECTION 3 CAPACITY ANALYSIS METHODOLOGY 7 Level of Service Standard 7 Transportation Corridor Level of Service Methodology 7 Intersection Level of Service Methodology 7 EXISTING CONDITIONS CAPACITY ANALYSIS 10 Transportation Corridors 10 FUTURE BACKGROUND TRAFFIC CONDITIONS 20 Background Area Growth 20 Committed Developments 21 PROJECT TRAFFIC 23 Existing and Proposed Land Uses 23 Project Access 24 Trip Generation 25 Trip Distribution and Assignment 33 FUTURE TOTAL TRAFFIC 38 FUTURE CONDITIONS CAPACITY ANALYSIS 40 Future Background Traffic Conditions 40 Future Total Traffic Conditions 44 TRANSPORTATION CONTROL MEASURES PLAN AND PROPOSED IMPROVEMENTS 50 Bicycle Facility Considerations 50 City of Miami Trolley 50 CONCLUSION 51 K:\FTL_TPTO\043629001-Mans Wynwood SAP\Report\Mana Wynwaod TIA.docx Page - i August 2015 Kimley»Horn Traffic Impact Analysis LIST OF FIGURES Figure 1: Project Location Map 1 Figure 2: Existing Peak Hour Traffic Volumes 6 Figure 3: Future Background Peak Hour Traffic Volumes 22 Figure 4A: Vehicle Ingress Routes 27 Figure 4B: Vehicle Egress Routes 28 Figure 4C: Truck Loading Ingress Routes 29 Figure 4D: Truck Loading Egress Routes 30 Figure 5: Peak Hour Project Trip Distribution 34 Figure 6: Peak Hour Project Trip Assignment 35 Figure 7: Peak Hour Project Pass -by Distribution 36 Figure 8: Peak Hour Project Pass -by Assignment 37 Figure 9: Future Total Peak Hour Traffic Volumes 39 LIST OF TABLES Table 1: Data Collection Summary 5 Table 2: Existing and Future Background Transportation Corridor Level of Service Thresholds 8 Table 3: Future Total Transportation Corridor Level of Service Thresholds 9 Table 4: Existing A.M. and P.M. Peak Hour Roadway Volumes 10 Table 5: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on NW 25th Street12 Table 6: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on NW 24th Street12 Table 7: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on NW 23rd Street. 13 Table 8: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on NW 22nd Street 13 Table 9: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on NW 2nd Avenue 14 Table 10: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on NW 5th Avenue 15 Table 11: Existing A.M. Peak Hour Transportation Corridor Segment Conditions 16 Table 12: Existing P.M. Peak Hour Transportation Corridor Segment Conditions 17 Table 13: Existing Peak Hour Intersection Conditions 19 Table 14: Area Growth Determination 20 Table 15: Proposed Trip Generation 32 Table 16: Cardinal Trip Distribution 33 Table 17: Future Background A.M. Peak Hour Transportation Corridor Segment Conditions 41 Table 18: Future Background P.M. Peak Hour Transportation Corridor Segment Conditions 42 Table 19: Future Background Intersection Conditions 43 Table 20: Future Total A.M. Peak Hour Transportation Corridor Segment Conditions 47 Table 21: Future Total P.M. Peak Hour Transportation Corridor Segment Conditions 48 Table 22: Future Total Intersection Conditions 49 K:\FTL TPTO\043629001-Mana Wynwood SAP\Report\Mans WynwoodTIA.docx Page - ii August 2015 Kimley>»Horn Traffic Impact Analysis Appendix A: Appendix B: Appendix C: Appendix D: Appendix E: Appendix F: Appendix G: Appendix H: Appendix I: Appendix J: Appendix K: Appendix L: LIST OF APPENDICES Conceptual Site Plan Methodology Correspondence Traffic Count Data Miami -Dade Transit Data Existing Conditions Analysis Growth Trend Analyses Vested Development Trip Information Trip Generation Cardinal Trip Distribution Volume Development Worksheets Future Background Conditions Analysis Future Total Conditions Analysis K:\FTL_TPT0\043529001-Mans Wynwood SAP\Report\Mana Wynwood TIA.docx Page - iii August 2015 Kimley>»Horn Traffic Impact Analysis INTRODUCTION Mannigan Holdings, LLC is proposing a mixed -use redevelopment that is generally bounded by NW 24th Street to the north, NW 20th Street to the south, NW 2nd Avenue to the east, and NW 6th Avenue to the west. The parcels proposed for redevelopment are currently occupied by 9,956 square feet of general light industrial space, 98,855 square feet of manufacturing, 170,940 square feet of warehouse, 350 residential condominiums, 1,247 square feet of specialty retail, 15,767 square feet of wholesale market, and 188,200 square feet of showroom/exhibition space. The proposed redevelopment plan will replace the existing development and includes 500 high-rise apartment dwelling units, 2,151 high-rise residential condominium dwelling units, 1,144 hotel rooms, 112,921 square feet of trade school, 689,530 square feet of art gallery/museum/exhibition, 1,430,300 square feet of general office, 564,610 square feet of general light industrial space, 177,840 square feet of shopping center, 110,560 square feet of quality restaurant, and 331,680 square feet of showroom/exhibition space. The redevelopment will also include the construction of nine (9) parking garages with over 7,600 parking spaces. Figure 1 provides a location map of the site. A conceptual site plan for the proposed redevelopment is included in Appendix A. Kimley-Horn and Associates, inc. has completed this traffic impact analysis for submittal to City of Miami. The purpose of the study is to assess the project's impact on the surrounding transportation network and determine if adequate capacity is available to support future demand. This report is being submitted in accordance with the requirements of the Special Area Plan (SAP) application. The study's methodology is consistent with the requirements outlined by the City of Miami for traffic impact analyses. This report summarizes the data collection, project trip generation and distribution, and capacity analyses. All methodology correspondence is included in Appendix B. K:\FTL TPT0\043629001-Mana Wynwood SAMeport1,Mann Wynwood TIA.docx Page - 1 August 2015 Kimley>�)Horn © 2615 Figure 1 Location Map Mana Wynwood City of Miami, Florida Kimley»)Horn Traffic Impact Analysis DATA COLLECTION Traffic data were collected in the study area for this project. The study area roadway corridors for this project include: • NW 25th Street between NW 5th Avenue and NW 2nd Avenue • NW 24th Street between NW 5th Avenue and NW 2nd Avenue • NW 23rd Street between NW 5t" Avenue and NW 2nd Avenue • NW 22nd Street between NW 5th Avenue and NW 3rd Avenue • NW 5th Avenue between NW 24th Street and NW 26th Street • NW 2nd Avenue between NW 24th Street and NW 25th Street The following intersections were examined: • NW 29th Street and NW 6t" Avenue • NW 29th Street and NW 5th Avenue • NW 29th Street and NW 2nd Avenue • North 29th Street and North Miami Avenue • NW 25th Street and NW 5th Avenue • NW 25th Street and NW 2nd Avenue • NW 24th Street and NW 6th Avenue • NW 24th Street and NW 5th Avenue • NW 24th Street and NW 2nd Avenue • NW 23rd Street and NW 6th Avenue • NW 23rd Street and NW 5th Avenue (South) • NW 23rd Street and NW 5th Avenue (North) • NW 23rd Street and NW 2nd Avenue • NW 22'd Street and NW 6th Avenue • NW 22nd Street and NW 5t" Avenue • NW 22nd Street and NW 3rd Avenue K:\FTi TPTD\043629001-Mans Wynwood SAP \Report\Mans Wynwood TIA.docx Page - 3 August 2015 Kimley»)Horn Traffic Impact Analysis • NW 22"d Street and NW 2nd Avenue • NW 21st Terrace and NW 5th Place • NW 20th Street and NW 5th Place • NW 20th Street and NW 3rd Avenue • NW 20th Street and NW 2nd Avenue/NW 15t Place • North 20th Street and North Miami Avenue Twenty-four hour continuous counts were collected at each study roadway segment. A.M. peak period (7:00 A.M. to 9:00 A.M.) and P.M. peak period (4:00 PM to 6:00 P.M.) turning movement counts were collected at each intersection under study. The data collection date and corresponding peak season conversion factors are shown in Table 1. Turning movement counts, 24-hour volume counts, and peak season conversion factors are provided in Appendix C. The project proposes two-way traffic operation with on -street parking along the north side of NW 23rd Street between NW 5th Avenue and NW 2nd Avenue in order to accommodate traffic to the proposed parking garages located on this segment. This segment of NW 23rd Street is currently a one -lane westbound -only roadway with on -street parking on both the north and south sides. Please note that approximately 48 on -street parking spaces along the south side of NW 23rd Street will need to be removed in order to accommodate two-way traffic on NW 23" Street. The project also proposes closure of NW 23rd Street between NW 6th Avenue and NW 5th Avenue. It should be noted that the existing segment of NW 22nd Street between NW 6th Avenue and NW 5th Avenue is proposed to be renamed to NW 23rd Street upon closure of the existing segment of NW 23rd Street. An internal roadway/driveway is proposed from the proposed NW 23 rd Street to NW 24th Street between NW 6th Avenue and NW 5th Avenue. K:\FTL_TPTO\043629001-Mana Wynwood SAP\Report\Mana Wynwood TIA.docx Page - 4 August 2015 Kimley»>Horn Traffic Impact Analysis Table 1: Data Collection Summary Intersection Date Peak Season Factor NW 29th Street and NW 6th Avenue 8/13/2015 1.05 NW 29th Street and NW 5th Avenue 5/19/2015 1.03 NW 29th Street and NW 2"d Avenue 5/19/2015 1.03 North 29th Street and North Miami Avenue 5/19/2015 1.03 NW 25th Street and NW 5th Avenue 5/19/2015 1.03 NW 25th Street and NW 2nd Avenue 5/19/2015 1.03 NW 24th Street and NW 6th Avenue 5/19/2015 1.03 NW 24th Street and NW 5th Avenue 5/19/2015 1.03 NW 24th Street and NW 2nd Avenue 5/19/2015 1.03 NW 23rd Street and NW 6th Avenue 5/19/2015 1.03 NW 23rd Street and NW 5th Avenue (South) 5/19/2015 1.03 NW 23" Street and NW 5th Avenue (North) 5/19/2015 1.03 NW 23rd Street and NW 2nd Avenue 5/19/2015 1.03 NW 22nd Street and NW 6th Avenue 5/19/2015 1.03 NW 22nd Street and NW 5th Avenue 5/19/2015 1.03 NW 22"d Street and NW 3' Avenue 5/19/2015 1.03 NW 22nd Street and NW 2nd Avenue 5/19/2015 1.03 NW 21st Terrace and NW 5th Place 8/13/2015 1.05 NW 20th Street and NW 5th Place 8/13/2015 1.05 NW 20th Street and NW 3rd Avenue 5/19/2015 1.03 NW 20th Street and NW 2nd Avenue/NW 15t Place 5/19/2015 1.03 North 20th Street and North Miami Avenue 5/19/2015 1.03 Figure 2 presents the A.M. and P.M. peak hour turning movement volumes at the study intersections. K:\FTL TPTQ\043629001-Mana Wynwood SAP\Report\Mana Wynwood TIA.docx Page - 5 August 2015 ( rq NOT TO SCALE 4 r is wn 4.am 1e1 J14 9ht r (391 a9 m� a i z 5 tz 14 r' 14 tr 333 414 y 14 eo 94 (51 3� 14 NW 5th Avenue a, 1ra1 4 14611 ;a ,5n 111 ggg 'gm_ r NW 29th Street NW 25th Street Me 014 reor <,y ws1 x 7 a&„ 414 1. o (4o, 4.(w 011 htr =gx i 43 1251 .2a om 1t hit i x ro no, NW 24th Street NW 23rd Street t c 4 >: gg r= 1' 4114 1 r NW 23rd Street 1a5, e s h t a a, 5s c, r 01) J14 t r NW 22nd Street „ 1 0 41 inr it 1 's?a to . 161 .10 J14 r' 02' UP 15a' S5Y htr 1341 NW 22nd Stree NW 20th Street 414 101 a MI 23. t o (0, r „ 12,1 J1 htr se a ht ht e 0,, 234 ht 1s 3 1. to am 14 ,gm (00 21 4 . htr a., 3, -4 =ae Kimley>>Horn =< 02015 1.4, 1„91 i. r o '°' 1 4 14 „ J 1,71 htr (47 221 611. — Study Roadway ® Study Intersection XX AM Peak Hour Traffic (XX) PM Peak Hour Traffic J1 ini276 43 y 1461 Sow a E 1 a E z F. t, 0g 1z+1 Imo! 14 h I ,5i ht r 40 a 183 411 _00 Figure 2 Existing Peak Hour Traffic Volumes Mane Wynwood City of Miami, Florida Kimley»3 Horn Traffic Im pact Analysis CAPACITY ANALYSIS METHODOLOGY Level of Service Standard Level of service (LOS) is the traffic performance measure generally used in traffic impact analysis. 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. Transportation Corridor Level of Service Methodology Transportation corridor traffic conditions were examined 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. Tables 2 and 3 illustrate the level of service thresholds for each study corridor for existing, future background, and future total conditions. Please note that Table 3 includes the proposed two- way traffic operation on NW 23rd Street. The corridor level of service thresholds, measured in volume (v) to capacity (c) ratios, were developed from the 2013 version of FDOT's Quality/Level of Service Handbook. Intersection Level of Service Methodology Level of service analyses were performed for study intersections using Trafficware's SYNCHRO software, which applies methodologies outlined in the Highway Capacity Manual, 2000/2010 Edition. K:\FTL_TPTO\043629001-Mana Wynwood SAP\Report\Mona Wynwood TIA.docx Page - 7 August 2015 Kimley»)Horn Traffic Impact Analysis Table 2: Existing and Future Background Transportation Corridor Level of Service Thresholds NW 25th Street between NW 5th Avenue and NW 2nd Avenuel3i NW 24th Street between NW 5th Avenue and NW 2nd Avenu e131 NW 23rd Street between NW 5th Avenue and NW 2nd Avenue{3} NW 22nd Street between NW 5th Avenue and NW 3rd Aven uel2J NW 5th Avenue between NW 24th Street and NW 26th Streeti4l NW 2nd Avenue between NW 24th Street and NW 25th Streeti5l LOS 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 Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds A (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) C 320 0.46 320 0.46 320 0.46 266 0.46 493 0.43 333 0.46 D 648 0.94 648 0.94 648 0.94 540 0.94 1,100 0.96 675 0.94 E 691 1.00 691 1.00 691 1.00 576 1.00 1,148 1.00 720 1.00 F - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 >1.00 Note: (1) Cannot be achieved per Table 7 from (2) Based on Class II non -state signalized {3) Based on Class II non -state signalized {4) Based on Class II non -state signalized (5) Based on Class II non -state signalized FDOT's 2013 Quality/Level of Service Handbook. roadway (10 percent reduction), one -lane undivided with no exclusive turn lanes (20 percent reduction). roadway (10 percent reduction), one -lane undivided with no exclusive turn lanes (20 percent reduction) and 1.2 one-way factor. roadway (10 percent reduction), two-lane undivided with no exclusive turn lanes (25 percent reduction). roadway (10 percent reduction). K:\FTL TPT0\043629001-Mana Wynwood SAP\Report\Mana Wynwood TIA.docx Page - 8 August 2015 Kimley»)Horn Table 3: Future Total Transportation Corridor Level of Service Thresholds Traffic Impact Analysis LOS NW 25th Street between NW 5th Avenue and NW 2nd Avenue(3) NW 24th Street between NW 5th Avenue and NW 2nd Avenuel3l NW 23rd Street between NW 5th Avenue and NW 2nd Avenuel21 NW Z2nd Street between NW 5th Avenue and NW 3rd Avenuelal NW 5th Avenue between NW 24th Street and NW 26th Street141 NW 2nd Avenue between NW 24th Street and NW 25th Street(5) 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 Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds A (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) 8 (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) C 320 0.46 320 0.46 266 0.46 266 0.46 493 0.43 333 0.46 D 648 0.94 648 0.94 540 0.94 540 0.94 1,100 0.96 675 0.94 E 691 1.00 691 1.00 576 1.00 576 1.00 1,148 1.00 720 1.00 F - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 Note: (1) Cannot be achieved per Table 7 from (2) Based on Class II non -state signalized (3) Based on Class II non -state signalized (4) Based on Class II non -state signalized (5) Based on Class II non -state signalized FDOT's 2013 Quality/Level of Service Handbook. roadway (10 percent reduction), one -lane undivided with no exclusive turn lanes (20 percent reduction). roadway (10 percent reduction), one -lane undivided with no exclusive turn lanes (20 percent reduction) and 1.2 one-way factor. roadway (10 percent reduction), two-lane undivided with no exclusive turn lanes (25 percent reduction). roadway (10 percent reduction). K:\FTL TPTO\043629001-Mana Wynwood SAP \ Report \Mana Wynwood TIA.docx Page - 9 August 2015 Kimsey»)Horn Traffic Im pact Analysis EXISTING CONDITIONS CAPACITY ANALYSIS Transportation Corridors Vehicular roadway conditions and transit ridership were examined to determine current level of service for the transportation corridors examined in this study. Table 4 presents the unadjusted existing A.M. and P.M. peak hour directional traffic volumes, peak season conversion factors, and the existing peak season A.M. and P.M. peak hour directional traffic volumes for the study corridors. Corridor count data is included in Appendix C. Table 4: Existing A.M. and P.M. Peak Hour Roadway Volumes Roadway Segments Direction A.M. Peak Hour Volumes P.M. Peak Hour Volumes FDOT Peak Season Adjustment Factor Peak Season A.M. Peak Hour Volumes Peak Season P.M. Peak Hour Volumes NW 25th Street - between NW 5th Avenue and NW 2nd Avenue WB 51 80 1.03 53 82 NW 24th Street - between NW 5th Avenue and NW 2nd Avenue EB 52 109 1.03 54 112 NW 23rd Street - between NW 5th Avenue and NW 2nd Avenue WB 41 98 1.03 42 101 NW 22nd Street - between NW 5th Avenue and NW 3rd Avenue EB 55 36 1.03 57 37 WB 51 40 1.03 53 41 NW 5th Avenue - between NW 24th Street and NW 26th Street NB 67 192 1.03 69 198 SB 79 189 1.03 81 195 NW 2nd Avenue - between NW 24th Street and NW 25th Street NB 284 616 1.03 293 634 SB 401 344 1.03 413 354 K:\FTL_TPTO\043629001-Mana Wynwood SAP\Report\Mana Wynwood TIA.docx Page -10 August 2015 Kimley»)Horn Traffic Impact Analysis Existing transit conditions were examined considering the ridership and capacity of the Miami - Dade Transit (MDT) bus service operating in the corridors. Four (4) Miami -Dade transit routes presently serve the study area during both the A.M. and the P.M. peak hours. • Route 6 operates with 60 minute headways in both directions. • Route 2 operates with 20 minute headways in both directions. • Route 32 operates with 25 minute headways in both directions. • Route 211 operates with 20 minute headways in the westbound direction. Metrobus routes on the study corridors utilize buses with capacities of 68 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 D. Ridership data was obtained from Miami -Dade Transit for the identified transit routes. The data reflects typical ridership on the routes using the most recent ridership information available. The existing Miami Trolley Allapattah route was not accounted for as ridership data was not available at the time of publication of this report. Therefore, the roadway segment analysis is conservative. It should be noted that a Miami Trolley Wynwood route is proposed to operate along NW 2nd Avenue from NW 20th Street to NW 29t' Street. Ridership capacities were assumed to be 40 riders (34 seats and 6 standing -room spaces) and were utilized in the future total conditions analysis to account for this proposed route. Tables 5 through 10 present the existing A.M. and P.M. peak hour ridership on the routes studied; the ridership data obtained from Miami -Dade Transit is included in Appendix D. K:\FTL_TPTO\043629001-Mane Wynwood SAP\Report\Mana Wynwood TJA.docx Page -11 August 2015 Kimley>»Horn Traffic Impact Analysis Table 5: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on NW 25' 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 25th Street betweem NW 5th Avenue and NW 2nd Avenue 60 1 68 5 riders Route 6 Westbound 68 (60) (1) (68) (5 riders) 25 4 272 45 riders Route 32 Westbound 68 (25) (4) (272) (44 riders) Route 211 Westbound 68 (45) (1) (68) (7 riders) 20 3 204 61 riders Route2 Westbound 68 (20) (3) (204 (33 riders) 8 544 111 riders Total Westbound - (9) (612) (89 riders) Table 6: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on NW 24th 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 24th Street between NW 5th Avenue and NW 2nd Avenue 60 r 1 68 8 riders Route 6 Eastbound 68 (60) (1) (68) (6 riders) ry 25 4 272 31 riders Route32 Eastbound 68 (25) (4) (272) (36 riders) 5 340 39 riders Total Eastbound - - (5) (340) (42 riders) K:\FTL_TPTO\043629001-Mana Wynwood SAP\Report\Nana Wynwood TiA.docx Page -12 August 2015 Kimley»>Horn Traffic Impact Analysis Table 7: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on NW 23rd 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 23rd Street between NW 5th Avenue and NW 2nd Avenue 60 1 68 5 riders Westbound 68 Route 6 (60) (1) (68) (5riders) -- 60 1 68 8 riders Eastbound 68 (60) (1) (68) (6 riders) 25 4 272 45 riders Westbound 68 Route 32 (25) {4) (272) (44 riders) 25 4 272 31 riders Eastbound 68 (25} (4) (272} (36 riders' Route211 Westbound 68 i (45) (1} (68) (7 riders) 20 3 204 61 riders Route 2 Westbound 68 (20) (3) (204) {33 riders) Westboundl1}- 8 544 111 riders (g) (612) i89 riders) Total 5 340 39 riders Eastboundill 1 (5) {340) (42 riders) Note; 11) Segment operates as one-way westbound in existing and background conditions. Segment is proposed to operate two-way (eastbound/westbound) in future total conditions. Table 8: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on NW 22"d 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 Capadty A.M. (P.M.) Peak Hour Directional Route Ridership A.M. (P.M.) NW 22nd Street between NW 5th Avenue and NW 3rd Avenue 60 1 68 5 riders Westbound 68 Route 6 (60) (1) (68) (5 riders) .t 68 8 riders Eastbound 68 ,r Westbound25 272 45 riders Route 32 25 4 272 31 riders Eastbound 68 (25) (4) {272} (36 riders} Route211 Westbound 68 45) (1) (68} (7 riders) 20 3 204 61 riders Route 2 Westbound 68 (20) (3) (204) {33 riders) — Westbound 8 - 544 111 riders Total (9) {612) (89 riders) Eastbound - 5 340 39 riders (5) (340) (42 riders) K:\FTL TPT0\043629001-Mona Wynwood SAP\Report\Mona Wynwood TIA.docx Page - 13 August 2015 Kimley»)Horn Traffic Impact Analysis Table 9: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on NW 2"d 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.) NW 2nd Avenue between NW 24th Street and NW 25th Street 20 3 204 28 riders Northbound 68 (20) (3) (204) (51 riders) Route 2 20 3 204 65 riders Southbound 68 (20) (3) (204) (33 riders) 60 1 68 8 riders Route 6 Southbound 68 (60) (1) (68) (6 riders) 20 3 120 0 riders Northbound 40 (20) (3) (120) (0 riders) Miami Trolley Southbound 20 3 40 120 0 riders (20) (3) (120) (0 riders) 3 204 28 riders Northbound - - (3) (204) (51 riders) Tota1111 4 272 73 riders Southbound - - (4) (272) (39 riders) 6 324 28 riders Northbound - - (6) (324) (51 riders) Total 7 392 73 riders Southbound - - (7) (392) (39 riders) Note: (1) Existing and Background conditions capacity. (21 Future Total capacity with proposed on -site trolley stops and Wynwood Trolley route. K:\FTL_TPT0\043629001-Mani Wynwood SAP\Report\Mani Wynwood TIA.docx Page -14 August 2015 Kimley»»Horn Traffic Impact Analysis Table 10: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on NW 5th 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.) NW 5th Avenue between NW 24th Street and NW 26th Street Route 2 Northbound 20 (20) 3 (3) 68 204 (204) 28 riders (51 riders) Southbound 20 (20) 3 {3) 68 204 (204) 65 riders (33 riders) Route 6 Southbound 60 (60) 1 , (1) 68 68 (68) Sriders (6 riders) Miami Trolley Northbound 20 (20) 3 (3) 40 120 (120) 0 riders (0 riders) Southbound 20 (20) 3 {3) 40 120 (120) 0 riders (0 riders) Totallsi Northbound - 3 (3) - 204 (204) 28 riders (51 riders) Southbound - 4 (4) - 272 (272) 73 riders (39 riders) Total121 Northbound - 6 (6) - 324 (324) 28 riders (51 riders) Southbound - 7 (7) 392 (392) 73 riders (39 riders) Note: cs1 Existing and Background conditions capacity. (2I Future Total capacity with proposed on -site trolley stops and Wynwood Trolley route. In order to determine person -trip level of service for the study area's transportation corridors, total person -trip volumes (vehicular and transit) were compared to the total person -trip capacities. 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. Tables 11 and 12 present the existing transportation corridor level of service. As indicated in these tables, 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:AFHL TPTO\04362900t-Nana Wynwood 5AP\ReportWana Wynwood TIA.docx Page - 15 August 2015 Kimley»)Horn Traffic Impact Analysis Table 11: Existing A.M. Peak Hour Transportation Corridor Segment Conditions A.M. Peak Hour Transit Ridership A.M. Peak Hour Total Volume (V) Directional Peak Hour Vehicular Capacity {�1 A.M. Peak Hour Transit Capacity A.M. Peak Hour Total Capacity (C) A.M. Peak Hour Excess Capacity A.M. Peak Hour Level of $ervice Principal Roadways Peak Season A.M. Peak Hour Roadway Volumes Vehides Person- Trips I%l Person- Trips Person- Trips Vehides Person- Trips iti Person- Trips 544 Person- Trips 1,511 Person- Trips WC Ratio LOS 0.12 C 1,326 185 691 967 111 53 74 NW 25th Street - between NW 5th Avenue and NW 2nd Avenue WB NW 24th Street - between NW 5th Avenue and NW 2nd Avenue EB 54 76 39 115 691 967 340 1,307 1,193 0.09 C NW 23rd Street - between NW 5th Avenue and NW 2nd Avenue WB 42 59 111 170 691 967 544 1,511 1,342 0.11 C NW 22nd Street - between NW 5th EB 57 80 39 119 576 806 340 1,146 1,028 r Avenue and NW 3rd Avenue WB 53 74 111 185 576 806 544 1,350 1,165 NW 5th Avenue between NW NB 69 97 28 125 1148 1,607 204 1,811 1,687 0.07 C 24th Street and NW 26th Street 513 81 113 73 186 1148 1,607 272 1,879 1,693 0.10 C NW 2nd Avenue - between NW NB 293 410 28 438 720 1,008 204 1,212 774 0.36 C 24th Street and NW 25th Street SB 413 578 73 651 720 1,008 272 1,280 629 0.51 D Note: (1) Volumes (vehicles) were converted to person-t ips using 1.4 person/vehicle occupancy per City of Miami standard (sl Directional peak hour capacity derived from the 2013 MOT Quality/LOS Handbook and the Miami -Downtown DRI. K:\FTL_TPT0\043629001-Nana Wynwood SAP\Report\Mana Wynwood TIA.docx Page - 16 August 2015 Kimley»>Horn Table 12: Existing P.M. Peak Hour Transportation Corridor Segment Conditions Traffic Impact Analysis Principal Roadways P y Peak Season P.M. Peak Hour Roadway V y Volumes P.M. Peak Hour Transit Ridership P.M. Peak Hour Total Volume {V) Directional Peak Hour Vehicular (2) Capacity P.M. Peak Hour Transit Capacity P.M. Peak Hour Total Capacity p Y (C) P.M. Peak Hour Excess Capacity P•M. Peak Hour Level of Service Vehicles Person- Trips (1) Person- Trips Person- Trips Vehicles Person- Trips fil Person- Trips Person- Trips Person- Trips V/C dip LOS NW 25th Street - between NW 5th Avenue and NW 2nd Avenue WB 82 115 89 204 691 967 612 1,579 1,376 0.13 C NW 24th Street - between NW 5th Avenue and NW 2nd Avenue EB 112 157 42 199 691 967 340 1,307 1,109 0.15 C NW 23rd Street - between NW 5th Avenue and NW 2nd Avenue WB 101 37 141 52 89 230 691 967 612 1,579 1,349 0.15 C NW 22nd Street - between NW 5th EB 42 94 576 806 340 1,146 1,053 0.08 C Avenue and NW 3rd Avenue WB 41 57 89 146 576 806 612 1,418 1,272 0.10 C NW 5th Avenue - between NW NB 198 277 51 328 1148 1,607 204 1,811 1,483 1 24th Street and NW 26th Street SB 195 273 39 312 1148 1,607 272 1,879 1,567 I J NW 2nd Avenue - between NW NB 634 888 51 939 720 1,008 204 1,212 273 24th Street and NW 25th Street 58 354 496 39 535 720 1,008 272 1,280 745 r ^ volumes lvenicies) were converted to person-t ips using 1.4 person/vehic e occupancy per City of Miami standards. (z) Directional peak hour capacity derived from the 2013 FOOT Quality/LOS Handbook and the Miami -Downtown DRi. K:\FTLTTPT0\043629001-Mana Wynwood SAP\Report\Mana Wynwood TFA.docx Page- 17 August 2035 Kimiey*Horn Traffic Impact Analysis A.M. and P.M. peak hour capacity analyses were also performed for the study intersections. Table 13 presents the results of the analyses. All study intersections operate at adopted level of service standards. Detailed information from the intersection capacity analysis is included in Appendix E. K:\F L TPTO\043629001-Mana Wynwood SAP\Report\Mana Wynwood TIA.docx Page- 18 August 2015 Kimley}»Horn Traffic Impact Analysis Table 13: Existing Peak Hour Intersection Conditions Intersection Peak Hour Overall Level of Service A.M. (P.M.) LOS Delay (secs) NW 5th Avenue & NW 29th Street (signalized) A (A) t 6.9 (8.6) NW 2hd Avenue & NW 29th Street (signalized) A (A) 7.5 (9.4) N Miami Avenue & NW 29th Street/NE 29th Street frimn.1i7o.d1 B (B) 14.5 (15.3) NW 5th Avenue & NW 25th Street (one-way, stop-controlled){1) NW 2"d Avenue & NW 25th Street (two-way, stop-controlled)f1) NW 6th Avenue & NW 24th Street (one-way, stop-controlled)(1) NW 5th Avenue & NW 24th Street (one-way, stop -controlled)(') NW Zed Avenue & NW 24th Street (one-way, stop -controlled)(') NW 6th Avenue & NW 23rd Street (one-way, stop -controlled)((( NW 5th Avenue & NW 23rd Street (South) (one-way, stop -controlled)(') NW 5th Avenue & NW 23rd Street (North) (one-way, stop-controlled)('I NW 2"d Avenue & NW 23rd Street (free-flow)(31 NW 5th Avenue & NW 22°d Street (one-way, stop-controlled}0) NW 3rd Avenue & NW 22"d Street (one-way, stop -controlled)('} NW 2"d Avenue & NW 22"d Street (one-way, stop-controlled)(1) NW 3rd Avenue & NW 20th Street (signalized) NW 20th Street & NW 2"d Avenue (signalized)(21 NW 15' Place & NW 20th Street (signalized){2} N Miami Avenue & NW 20th Street (signalized) NW 5th Place & NW 20th Street (two-way, stop -controlled)(') NW 6th Avenue & NW 29th Street (two-way, stop-controlled)(11 NW 5th Place & NW 21stTerrace (one-way, stop -controlled)(') A (B) C (D) A (A) A (13) B (C) A (B) A (A) A (A) A (B) A (A) A (A) B (B) B (B) C (C) B (C) E (C) C (D) C (E) A (A) 8.9 (10.5) 15.5 (25.5) 9.3 (9.9) 9.5 (10.2) 12.7 (17.0) 9.7 {10.2) 8.7 {8.8) 8.5 (9.1) 9.7 (10.2) 8.7 (8.6) 9.0 (8.9) 12.9 (14.8) 10.4 (11.6) 20.5 (20.7) 11.1 (21.7) 67.1 (31.3) 16.8 (26.3) 18.8 (41.9) 9.0 (9.9) Note: (1) Overall intersection LOS not provided for stop -controlled intersections. The minor street with the greatest amount of delay is indicated. (2) Intersection cannot be analyzed in HCM 2010; therefore HCM 2000 was used. (3) Overall intersection LOS is not defined, as intersection operates under free -flow or stop -control conditions. K:\FTL TPTO\043629001-Mana Wynwood SAP\Report\Nana Wynwood TIA.docx Page- 19 August 2015 Kimley* Horn Traffic impact Analysis FUTURE BACKGROUND TRAFFIC CONDITIONS Future background traffic conditions are defined as the expected traffic conditions an the study roadway network in the Year 2025 (corresponding to total build -out of the development) without development of the proposed project. The background traffic volumes are the sum of the existing traffic and additional "background" traffic to account for expected traffic growth in the study area. Background Area Growth Future traffic growth on the transportation network was determined based upon historic growth trends, at nearby FDOT traffic count stations, and a comparison of the 2005 and 2035 traffic volume plots from the Southeast Florida Regional Planning Model (SERPM). Table 14 provides a summary of the analysis. The following FDOT count stations were referenced for this analysis: • FDOT count station no. 0143 located on SR 5/US 1, 200 feet south of NE 366 Street • FDOT count station no. 5005 located on SR 7/US 441/NW 7th Avenue, 200 feet south of NW 21st Street • FDOT count station no. 5058 located on SR 5/US 1, 200 feet north of NE 29th Street • FDOT count station no. 5077 located on SR 25/US 27/NW 36th Street, 200 feet east of 1- 95 Table 14: Area Growth Determination 5-year Historical Trend Analysis 10-year Historical Trend Analysis SERPM Forecast Area wide Final Growth Rate 2005 2035 Growth Rate SR 5/U5-1 south of NE 36`h Street -2.08% 3.87% 893,590 1.31% 1.31% SR 7/US-441/NW 7th Avenue south of NW 215t Street 0.00% -1.43% SR 5/US-1 north of NE 29th Street 0 46% -1.94% 641,154 SR 25/U5-27/NW 36`h Street east of 1-95 13.23% 6.63% Average 2.67% -0.15% KNEEL TPTO\043629001-Mane Wynwood SAP\Report\Mana Wynwooc{ T5A.docx Page - 20 August 2015 KimleyHorn Traffic Impact Analysis As indicated in Table 14, the 5-year historical trend analysis determined the growth rate to be 2.67 percent (2.67%). The 10-year historical trend growth rate was determined to be negative 0.15% (-0.15%). Traffic volumes for area roadways obtained from the SERPM plots were used to calculate a linear growth rate. The SERPM growth rate analysis considered the broader area of Wynwood. The calculations for the SERPM volumes determined a growth rate of 1.31 percent (1.31%). A compound growth rate of 1.31 percent (1.31%) was used in the analysis as the SERPM accounts more directly for the Wynwood area than the FDOT count stations do. Historical traffic count data, SERPM model volume plots and growth trend calculations are included in Appendix F. Committed Developments The City of Miami identified the 2110 North Miami Avenue redevelopment as a committed development. This development was included as a background condition. Available information for this development is included in Appendix G. Figure 4 presents the A.M. and P.M. peak hour background conditions intersection volumes. K:AFTL_TPT0\0d3629001-Mana Wynwood SAP\Report\Mana Wynwood TIA.docx Page - 21 August 2015 t N NOT TO SCALE g to m as r =� nor J14 ma4 eaa 414 aht r (,2, 5444 14 Q tr �2 to (3f ,o (33, oz a 4 445 J14b 10s 1b ( t r NW 23rd Street (ar a =r o-4 J14 in 44 ,ter ✓ ▪ ;; (421 NW 29th Street 2Ba 414 4htr = r,3 reu NW 25th Street 9' .,� 1t NW 24th Street 3 z 4 1581 111. nwi Legend Study Roadway Study Intersection XX AM Peak Hour Traffic (XX) PM Peak Hour Traffic 3 I r 13%1 J 1 r °r ro, hir 52g NW 23rd Street ro 0, 93 „ E. t r NW 22nd Street (nr ht eJ ht 0( 4 e NW 22nd Street (s 00 3 z NW 20th Street Kimley>>Horn 02015 0 e e io (or 29 (00 .114 r +3 aro (co o S n. Rs J14 hi r o u m use 4.(+ (231 .466 (27) r r ,s htr .os s . a a (4 01 0 3sy ,q 7 • c 532 , 54 z¢ 414® Ito* 114 u ,nar r0n (231 hir sal it 2 (nr 4,. 4 4 +m « ‘:*4) IS 416 (0R 8 ♦• a33 70 J 14 os hir ,z. .. hi I. fn. .. .9. fea our "t (33) m e45 5 5 4 Figure 3 Future Background Peak Hour Traffic Volumes Mana Wynwood City of Miami, Florida, Kimley»)Horn Traffic Impact Analysis PROJECT TRAFFIC Project traffic is defined as the vehicle trips expected to be generated by the project, and the distribution and assignment of this traffic over the roadway network. Existing and Proposed Land Uses Currently, a portion of the parcels proposed for redevelopment is occupied by the following land uses: • 9,956 square feet of general light industrial • 98,855 square feet of manufacturing • 170,940 square -feet of warehouse • 350 residential condominium units • 1,247 square -feet of specialty retail • 15,767 square feet of wholesale market • 188,200 square feet of showroom/exhibition space Existing parcel information is contained in Appendix H. Trip generation credit was taken for these existing land uses. As previously indicated, the proposed redevelopment will consist of a mixed -use project that will include the following land uses: • 500 high-rise residential apartment units • 2,151 high-rise residential condominium units • 1,144 hotel rooms • 112,921 square feet of trade school • 689,530 square feet of museum • 1,430,300 square feet of general office • 564,610 square feet of general Tight industrial • 177,840 square feet of shopping center K:\FR_TPTO\043629041-Mana Wynwood SAP\Report\Mana Wynwood TIA.ducx Page - 23 August 2015 Kimsey»>Horn Traffic Impact Analysis • 110,560 square feet of quality restaurant • 331,680 square feet of showroom/exhibition space Project Access Access to the site's nine (9) parking garages is proposed via 13 driveways. The following provides a summary of each driveway including the type of driveway connection. Access from NW 24th Street 1. West driveway: will provide full access serving the parking garage with 549 spaces. 2. East driveway: will provide full access serving the underground with 244 spaces and the parking garage with 451 spaces, Access from NW 23rd Street (South) 3. West driveway: will provide full access serving the parking garage with 549 spaces. 4. East driveway: will provide full access serving the underground parking garage with 245 spaces and the parking garage with 468 spaces. Access from NW 23rd Street (North) 5. West driveway: will provide full access serving the underground parking garage with 195 spaces the parking garage with 807 spaces. 6. East driveway: will provide full access serving the underground parking garage with 195 spaces and the parking garage with 807 spaces. Access from NW 22nd Street 7. Driveway: will provide full access serving the underground parking garage with 195 spaces and the parking garage with 889 spaces. Access from NW 215t Terrace 8. Driveway: will provide full access to the parking garage with 496 spaces. Access from NW 6th Avenue 9. Driveway: will provide full access serving the underground parking garage with 245 spaces. K:\FTL TPT0\043629001-Mana Wynwood SAP \Report\Mana Wynwood TIA.docx Page - 24 August 2015 KimleyHorn Traffic Impact Analysis Access from NW 5th Place 10. North driveway: will provide full access serving the parking garage with 480 spaces. 11. South driveway: will provide full access serving the parking garage with 480 spaces. Access from NW 5th Avenue 12. Driveway: will provide full access serving the underground parking garage with 197 spaces. Access from NW 2"°'Avenue 13. Driveway: will provide full access serving the underground parking garage with 195 spaces. Roadway circulation diagrams depicting the proposed circulation patterns into and out of the study area are provided in Figures 4A, 4B, 4C, and 4D. Trip Generation Existing and proposed vehicular trip generation for the project was calculated using rates and equations contained in the Institute of Transportation Engineers' (ITE) Trip Generation, 9th Edition. The land uses and corresponding ITE Land Use Codes (LUCs) are shown below: Existing Land Uses • 9,956 square feet of general Tight industrial (LUC 110): General Light Industrial • 98,855 square feet of manufacturing (LUC 140): Manufacturing • 170,940 square -feet of warehouse (LUC 150): Warehousing • 350 residential condominium units (LUC 230): Residential Condominium/Townhouse • 1,247 square -feet of specialty retail (LUC 826): Specialty Retail Center • 15,767 square feet of wholesale market (LUC 860): Wholesale Market • 188,200 square feet of showroom/exhibition space (based on Miami Beach Convention Center trip generation) K:\FTL_TPTO\043629001-Mana Wynwood SAP\Report\Mana Wynwood TlA.docx Page - 25 August 2015 Kimley»»Horn Traffic Impact Analysis Proposed Land Uses • 500 high-rise residential apartment units (LUC 222): High -Rise Apartment • 2,151 high-rise residential condominium units (LUC 232): High -Rise Residential Condominium/Townhouse • 1,144 hotel rooms (LUC 310): Hotel • 112,921 square feet of trade school (LUC 540): Junior/Community College • 689,530 square feet of art gallery/museum/exhibition (LUC 580): Museum • 1,430,300 square feet of general office (LUC 710): General Office Building • 564,610 square feet of general light industrial (LUC 110): General Light industrial • 177,840 square feet of shopping center (LUC 820): Shopping Center • 110,560 square feet of quality restaurant (LUC 931): Quality Restaurant • 331,680 square feet of showroom/exhibition space (based on Miami Beach Convention Center trip generation) It should be noted that trip generation for the proposed showroom/exhibition space was calculated based on the Miami Beach Convention Center trip generation contained in Appendix H. Project trips were estimated for the A.M. and P.M. peak hours. K:\FTL_TPTO\043629001-Mena Wynwood SAP\Report\Nana Wynwood TIA.docx Page - 26 August 2015 NOT TO SCALE 0 195 0197 ,' • • Kimley >» Horn 02015 0195 0 195 ac11j r LEG EN Ingress Routes Above Ground 0 Parking Garage Entry Spaces Underground Parking Garage Entry Spaces Figure 4A Ingress Routes Mana Wynwood Development SAP City of Miami, Florida J N NOT TO SCALE Kimley »> Horn o' LEGEND Egress Routes Above Ground Parking Garage Exit Spaces Underground Parking Garage Exit Spaces Figure 4B Egress Routes Mana Wynwood Development SAP City of Mia- clorida 1 • 1+ t N NOT TO SCALE k F� 1 I � Kimley >» Horn © 2015 LEGEND Ingress Routes Truck Loading Bays L Figure 4C Truck Loading ingress Routes Mana Wynwood Development SAP City of Miami, Florida .01 NOT TO SCALE LEGEND Egress Routes a Truck Loading Bays Figure 4D Truck Loading Egress Routes Mana Wynwood Development SAP City of Mir Florida J Kimley»>Horn Traffic Impact Analysis In order to account for the urban environment in which the project site is located, transit (multimodal) reduction and pedestrian reduction factors were applied to the site. It is expected that a portion of visitors and residents of the site as well as employees will utilize transit or walk. Miami -Dade County Transit (MDT) provides bus service several routes in the vicinity of the site as well as the Miami Trolley Allapattah route. A 10.0 percent (10.0%) multimodal reduction factor was applied to external trip generation. A portion of the trips generated by the development will be captured internally on the site. Internal capture trips were determined based upon values contained in the ITE's, Trip Generation Handbook, June 2004. The expected internal capture rate for the existing development is 3.7 percent (3.7%) during the A.M. peak hour and 14.9 percent (14.9%) during the P.M. peak hour. The expected internal capture rate for the proposed redevelopment is 12.9 percent (12.9%) during the A.M. peak hour and 26.6 percent (26.6%) during the P.M. peak hour. Pass -by capture rates v'ere calculated for the proposed site using methods outlined in the ITE's Trip Generation Handbook, 2nd Edition. The average pass -by capture rate of 34.0 percent (34.0%) was used for shopping center and the average pass -by capture rate of 44.0 percent (44.0%) was used for quality restaurant during the P.M. peak hour. 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 are more appropriate for the local area. Therefore, vehicular trips will be reduced by 16.0 percent (16.0%) to adjust for these vehicle occupancy assumptions. The project is expected to generate 2,687 net new A.M. peak hour vehicular trips (4,259 person -trips) and 2,968 net new P.M. peak hour vehicular trips (4,741 person -trips). A summary of the proposed trip generation is provided in Table 15. Detailed trip generation calculations for the project are presented in Appendix H. K:\F{L_TPT0\043629001-Mans Wynwood SAP\Report\Mana Wynwood TIA.docx Page - 31 August 2015 Kimley») Horn Traffic Impact Analysis Table 15: Proposed Trip Generation A.M.(P.M.) Peak Hour Driveway Volume Entering Exiting Future Land Use Scale Net External gy Trips % Trips (ITE Code) Trips Existing Development General Light Industrial (110) 9,956 sf 8 (9) 88% (12%) 7 (1) 12% (88%) 1 (8) Manufacturing (140) 98,855 sf 48 (55) 78% (36%) 37 (20) 22% (64%) 11 (35) Warehousing (150) 170,940 sf 95 (66) 79% (25%) 76 (16) 21% (75%) 19 (50) Residential du 124 17% 22 83% 102 Condominium/Townhouse (230) 350 (126) (67%) (84) (33%) (42) Specialty Retail Center (826) 1,247 sf 0 (15) 0 (44%) 0 (7) 0 (56%) 0 (8) Wholesale Market (860) 15,767 sf 4 (12) 67% (53%) 2 (6) 33% (47%) 2 (6) Showroom/Exhibition Space 188,200 sf 0 (58) 0 (48%) 0 (31) 0 (52%) 0 (27) Sub Total 279 (341) 144 (165) 135 (176) Proposed Redevelopment High -Rise Residential Apartment 136 25% 34 75% 102 (222) 500 du (155) (61%) (95) (39%) (60) High -Rise Residential 558 19% 107 81% 451 Condominium/Townhouse (232) 2,151 du (320) (62%) (200) (38%) (120) Hotel (310) 1,144 rooms 473 (527) 59% (51%) 321 (259) 41% (49%) 152 (268) 304 74% 225 26% 79 Junior/Community College (540) 112,921 sf (258) {58%} (149) (42°1°) (109) Museum {580) 689,530 sf 174 (112) 86% (16%) 149 (18) 14% (84%) 25 (94) General Office Building (710) 1,430,300 sf 1,239 (1,412) 88% (17%) 1,162 (226) 12% (83%) 77 (1,186) General Light Industrial (110) 564,610 sf 519 (585) 88% (12%) 457 (70) 12% (88%) 62 (515) Shopping Center (820) 177,840 sf 46 (173) 62% (48%) 14 (123) 38% (52%) 32 (50) Quality Restaurant (931) 110,560 sf 28 (184) (67%) 7% 8 {141) 50% (33%) 20 (43) Showroom/Exhibition Space 331,680 sf 0 (149) 09'0 (48%) 0 (71) 0% (52%) 0 (78) Sub Total 3,477 (3,875) 2,477 (1,352) 1,000 (2,523) Net New Development 3,198 2,333 865 Net New Project Trips (3,534) (1,187) (2,347) ITE/Miami vehicular occupancy 511 373 138 adjustment (16% reduction) (566) (190) (376) Net New Vehicle Trips (vehicles per hour) 2,687 (2,968) 1,960 (997) 727 (1,971) Net New Vehicle Trips + Transit Trips 3,042 (3,386) 2,219 (1,148) 823 (2,238) Person -Trip Conversion (1.4 persons per vehicle) 4,259 3,106 1,153 (person -trips) (4,741) (1,607) (3,134) K:\FTL_TPTO\043629001-Mana Wynwaad SAP\Report\Mane Wynwood TIA.docx Page-32 August 2015 Kimley»)Horn Traffic Impact Analysis Trip Distribution and Assignment The likely distribution of project traffic was forecasted for the trips expected to be generated by the proposed redevelopment. The trip distribution was based on a cardinal trip distribution for the project site's traffic analysis zones (TAZs) obtained from the Miami -Dade Metropolitan Planning Organization's 2035 CostFeasiblePlan travel demand model and the location of parking garages. The project is located within TAZ 495. The cardinal distribution is shown in Table 16. Detailed cardinal distribution calculations are contained in Appendix I. Table 16: Cardinal Trip Distribution Cardinal Direction Percentage of Trips North -Northeast 14 % East -Northeast 5 % East -Southeast 11 % South -Southeast 16 % South -Southwest 17 % West -Southwest 13 % West -Northwest 12 % North -Northwest 12 % Total 100 % Figures 5 and 6 show the project trip distribution and assignment at the project driveways and adjacent intersections for the A.M. and P.M. peak hours. The project traffic was then distributed and assigned to the roadway network. Additionally, Figures 7 and 8 show the pass -by distribution and assignment determined for the proposed development during the P.M. peak hour. K:\FTL_TPT0\043629001-Mana Wynwood SAP\Report\Mana Wynwood TIA.docx Page - 33 August 2015 t. tog; 41 11. r+.ex r's:o5 IP nox) .1 x�1 go tit if sag Spaces gg rv- r off) t� re ;NZ J 1 NW R9N street 110 7,667 Taal Parking Spaces Provided NW Street 245 Underground Spaces 599 Spares Jre J e 9515 aces 294 Unde ground Spa es g Sp cgs 205 Unde ground Spec s i 0%1 4 0. oxlDa 0 if lipx, r Fk;oNa -s NW atTerre 6965paces dg If t4 r Rard Street 21096 OS spaces 195 Underground Spaces PIPgP rgoe yI NW R3N Street 8 352 spaces 195 Underground Spaces 195 Underground 0 ry 197 Underground Spaces Spaces 609 Spaces 195 Und rground Sp ces `e-mgso0ni J4 . .. SOS 090 400 Spaces Ddv y 11 420 Spaces Priv '0r NW z to so t �x J Kimley>»Horn \ 9z»s �r gx S. lags g o vt 140 rr NW 22,2 street NW RRnd Street Jl NW xznd street nx.2 nppw 91 x) ((005) ~ pop 7 " sr , Roa ms (a5%)Ex n7S-npDIm'puionn PtOSI Figure 5 Peak Hour Project Trip Distribution Mane Wpm. City of Miami, Florida I N pn 14 1 ad (so) C ti9 Biel MO fail (0,4 r tez OM J1 (Rm .. §k S495 aces aS Underground 1 tr 0rwew y Spaces 12 E£ 549 Spaces ▪ a w as Cate lea) pJ4 m J4 1 I. on 1 e noel st J 8 )273 30, 4515paces 244 Underground Spares 4605p ces 245 Undo ground Spaces FF 14 @a 4. ttt Rol) S t(6 ((Wl T. iu 1R0) Re) It 1F Mr • Izo) 4 se real (2o) a9 > (a. tat r Orn lsa-.a NW Rfe[Tana<e 496 Spaces s aFI 14 70 480 Spaces lartveway rm J1 1r 480 Spaces Driveway 1I NW lath street 0. ss (re) J4 T,68TTotai Parking Spaces Provided 11771 ea r NW 26. Street NW N. Street 11 18 aBaol us, 4' <59lso)1'eoJ g .51 2 1,262 Spaces 195 Underground 5pacee N rat1 FFI EE +a' (aul 350 spaces 14 1 195 Underground Spaces 195 Underground Urivewey t 7 an Spaces ° 19) Underground jzol DI y ) e paces 9R_ D NW 23rd Street 11 e ism 125 889 Spares 195 Underground Sp ces 14 re 11251 fatal 180 ,Ty), xaa i+jai Kimley>»Horn NW 23rd Street 11 • NW RYrd Street Ng-4Study RooM.ey ® Study Interseotiai AA A.M. Peak rip Assignment (XX) P.M, Peak Hour Tdp Assignment 1P .5R o) 112J a 4 ass) ss non s+� ie NW 22nd Street nod sneer e. te7 (te91 (8sz) Ia2r re 0s0 WOil, 1 • xis to io) 11 12D) E Figure 6 Peak Hour Net New Project Trip Assignment Mane Wynwocd City of Miami, Florid0 / 7,687 Total Parking Snares Provided NW 25th Street ed Study Inter.Roadway ® StudyEnteeng Paue ion enggassay Dirhution (X%°o) Exiting Pass-6y DISIrIhuBon 549 Spaces •ay 245 Underground Spaces 549 Spaces .8 Spaces 245 Underground Spates 496 Spaces NW 21st Terrace 480 Spaces on ay 4805paces of y NW201h St t Kimley>»Horn NW 21rd Street 1w r NW13rd Street NW 26. street NW 24Nt Street 4 6 65 .11 ~ I A (o a%) A E n 1,262 Spaces 352 Spaces 195 Underground 195 Underground Spaces Spaces 195 Underground spaces D Ddveway 197 Underground Spaas W ]era Street 889 Spaces 195 Underground Spaces NW 11nd Street Flgure P,M. Peek Hour Peas-hy DisMfiution Mena Wynwood Clty ofM4mt, Florida 7,687 Total Parking Spaces Provided N 1.121141 - Study Roadway tIO sway Intersection XX P.M. Peak Hour Passby Trips 14125M street NW 24th tree 549 Spaces 245 Underground Ddv waY Spaces 549Spaces 451S aces 244 Untie ground Spa es .8Spaces 245 Underground Spaces 1 NW 21st Tomato 496 Spaces 480 Spaces Driveway 400 Spaces Driveway NW 2Gdr Street Kimley>»Horn mis DI NW 22rd street s 4• s 1 r r so, ^�pa4aree p RW 1,262 Spaces 352 Spaces MN21M street 195 Underground 195 Underground Spaces spaces 19, UndergreuM Y Spaces 195 Unound e y Spacesdergr 9 Spaces 19b Underground Spares 1 NW Mad Street NW 22nd Stool Figure P.M Peak Hour Pass -by Assignment Maria Wynwocd City of Miami. Florida Kimley»)Horn Traffic Im pact Analysis FUTURE TOTAL TRAFFIC Total traffic volumes considered in the future year (2025) analysis for this project are the sum of 2025 background traffic volumes and the expected project traffic volumes. The future total conditions include proposed two-way traffic operation with on -street parking along the north side of NW 23rd Street between NW 5th Avenue and NW 2nd Avenue in order to accommodate traffic to the proposed parking garages located on this segment. This segment of NW 23rd Street is currently a one -lane westbound -only roadway with on -street parking on both the north and south sides of NW 23rd Street. The project also proposes closure of NW 23rd Street between NW 6th Avenue and NW 5th Avenue. It should be noted that the existing segment of NW 22nd Street between NW 6th Avenue and NW 5th Avenue is proposed to be renamed to NW 23rd Street upon closure of the existing segment of NW 23rd Street. An internal roadway/driveway is proposed from the proposed NW 23 rd Street to NW 24th Street between NW 6th Avenue and NW 5th Avenue. Figure 9 presents the total traffic for the study area. Total turning movement volume development worksheets for the study intersections are included in Appendix J. K:\FTL_TPTQ\043629001-ManaWynwoodSAP\Report\ManaWynwoodTIA.docx Page-38 August 2015 J it. aaI 545 era reeve 1E1 a mn l4 rsa tan rr tE a`96 i'so 509 Spaces 0 or+vnway 245 Underground r r Spaces Rg g£: 549 Spaces $ 261 n 5 14 t) J 4 �1e I5 pa 44 a8� alp J14 202 coat t+re) ze�l 14 1744 J ell dm a, .9l m e <iar lrol J444 1r 4515paces 244 Underground Spaces 065 Spaces 205 Underground Spaces 14 14 1It • 23 NW 29+M1 SGeet 11 r 7,687 Total Parking5pace5 Provided 3 31 I tisr ws) �+>p Jl r. _• �S ln) t451 vv Street 1rr St i jre 414 u re lom Gnl xroP r ,T91 tea r 496 Space I51a1 1a 31; l4 c 9e I5oi 9991 W 242o s6cet 14 +95) a9a xu) C9 g; 1,262 Spaces 195 Underground Spaces I�1 1 82 41 as loci 1a2o1 (0m Al 35E 5 aces 195 Underground SpaCeS 195 Underground Spaces Dd y 197 Underground ne 191 DI rSpaces RA R3 01 NW 23 tl5tr t 1 12 NW ZIN Street 1} offi W Prss se, Spaces 195 Und rgoound Sp ce v w 02s1 J 4 lee 14 .41 gN 11 as • 1tol • ID1 NW 2411 Sire t lel ee 1 r no. are es Driveway Im Driveway 11 FF LDe 1t+5 220 J14 ((50)0) 0 9.8 I r e (3e) a9> Kimley»Horn axm5 rr ei NW 21.119,999.9 11 1rm rya J14 r ,;a1ism 1}r ag2 R'=3 /r p+�I 11 lee) aa� 8g' "a. 14 ..y I+ael 605 O NW 23rd Street NW 22nd Street 22n0 street «ran nA) n.tleei are Study Roadway ® Study inter ct Y4 A Peek Hour Traffic Ural eM-Peak Hoer Trams (ff0 5 Iaxm fir Eiss aeV, 82 4su i:05 11r �m- Fuore Future Total Peak Hour Traffic Volumes Mena Wynwood City of Miami, Florida Kimley)»Horn Traffic Impact Analysis FUTURE CONDITIONS CAPACITY ANALYSIS Two separate future conditions peak hour capacity analyses were performed. • A transportation corridor (person - trip) capacity analysis • Intersection capacity analysis was performed at the study intersections Future Background Traffic Conditions Tables 17 and 18 present the results of the transportation corridor capacity analysis for the 2025 A.M. and P.M. peak hour background traffic conditions. As indicated in Tables 17 and 18, the corridors have sufficient capacity and are expected to operate at adopted levels of service (LOS E) during the A.M. and P.M. peak hours. Table 19 presents the results of the intersection capacity analysis. All intersections are expected to operate at their adopted level of service or better, with the exception of the signalized intersection of North Miami Avenue and North 20th Street during the A.M. peak hour and the stop -controlled approach of NW 6th Avenue and NW 29th Street during the P.M. peak hour. Detailed SYNCHRO outputs are included in Appendix K. K:\FTL_TPT0\043629001-Maria Wynwood SAP\Report\Mana Wynwood TIA.docx Page -40 August 2015 Kimley»>Horn Traffic Impact Analysis Table 17: Future Background A.M. Peak Hour Transportation Corridor Segment Conditions Principal Roadways 2015 Peak Season A.M. Peak Hour Roadway Volumes Growth Rate 2025 Peak Season A.M. Peak Hour Roadway Volumes Committed Development --- A.M. Peak Hour Transit Ridership 2025 Background A.M. Peak Hour Total Volume (V) i Directional Peak Hour Vehicular Capacttyl=l A.M. Peak Hour Transit Capacity A.M. Peak Hour Total Capacity (C) A.M. Peak Haur Excess Capacity A.M. Peak Hour Level of Service 2110 North Miami Avenue vehicles Person- TripsSxl Vehides Person- Trips Ili Vehides Person- ,,. Trips Person -Trips Person -Trips Vehides Person - Trips (y Person Trips Person -Trips Person -Trips V/C Ratio LOS NW 25th Street - between NW 5th Avenue and NW 2nd Avenue WB 53 74 1.31% 60 84 0 0 111 195 691 967 544 1,511 1,316 0.13 C NW 24th Street - between NW 5th Avenue and NW 2nd pvenue CB 54 76 1.31% 62 87 0 0 39 126 691 967 340 1,307 1,181 0.10 C _. NW 23rd Street - between NW 5th Avenue and NW 2nd WO 42 59 1.31% 48 67 0 0 111 178 691 967 544 1,511 1,333 0.12 C NW 22nd Street - between NW 5th Avenue and NW 3rd Avenue EB 57 80 131% 65 91 2 3 39 133 576 806 340 1,146 1,013 0.12 C WB 53 74 13194 60 84 4 6 111 201 576 806 544 1,350 1,149 0.15 C NW 5th Avenue - between NW 24th Street and NW 26th Street NB 64 97 1.31% 79 110 0 _ 0 28 138 1,148 1,607 204 1,811 1,673 0.08 C 58 81 113 131% 92 129 0 0 73 202 1,148 1,607 272 1,879 1,677 0,11 C NW 2nd Avenue- between NW 24th Street and NW 25th Street NB 293 410 1.31% 334 467 0 0 28 495 720 1,008 204 1,212 717 0.41 C SB — 413 578 1.319E 470 658 0 0 73 731 720 1,008 272 1,280 549 0.57 D Note: 11) Volumes (vehicles) were converted to person -trips using 1.4 person/vehicle occupancy per City of Miami standards. la) Directional peak hour capacity derived from the 2013 FDOTQuality/LOS Handbook and the Miami -Downtown DRI. K,\FTL_TPTO\043629001-Nana Wynwood SAP\Report\Nana Wynwood TIA.docx Page - 41 Aupust 2015 Kimley>»Horn Table 18: Future Background P.M. Peak Hour Transportation Corridor Segment Conditions Traffic Impact Analysis Principal Roadways 2015 Peak Season P.M. Peak Hour RoadwayVolumes Growth Rate 2025 Peak Season P.M. Peak Hour RoadwayVolumes Committed Development P.M. Peak Hour Transit Ridership 2025 Background P.M. Peak Hour Total Vdume Iv) Directional Peak Hour Vehicular Capacitykai P.M. Peak Hour Transit Capacity P.M. Peak Hour Total Capacity (C) - P'M' Peak HoupE ss B P.M. Peak Hour Level of Service 2110 North Miami Avenue Vehicles Person- 7rips11l Vehicles Person- Trips, Vehicles Person- Trips Person -Trips Person -Trips Vehicles Person - Tri NI Ps Person -Trips Person -Trips Person -Trips V/C Ratio LOS NW 25th Street - between NW Sth Avenue and NW 2nd Avenue WB 82 115 ,.- 1.31% 93 131 0 0 89 226 691 967 612 1,579 •� 1,359 0.14 C NW 24th Street - getween NW Sth Avenue and NW 2nd Avenue EB 112 157 1.31% 128 179 0 0 0 42 221 591 967 340 1,307 1,086 0.17 C NW 23rd Street - between NW 5th Avenue and NW 2nd Avenue W8 101 141 1.31% 115 161 0 89 250 691 967 612 1,579 1,329 0.16 C NW 22nd Street- between NW 5th Avenue and NW 3rd Aven EB 37 52 13191 42 59 2 3 42 104 576 806 340 1,146 1,042 0.09 C WB 41 57 131% 47 65 4 6 89 160 576 806 612 1,41E 1,258 0.11 C NW Sth Avenue - between NW 24th Street and NW 26th Street NB 198 277 1.31% 226 316 0 0 51 367 1,148 1,607 204 1,811 -- - 1,444 0.20 C SB 195 273 131% 222 311 0 0 39 350 1,148 1,607 272 1,879 1,529 0.19 �yemmer, 0,88 C D NW 2nd Avenue - between NW 24th NB 634 888 131% 722 1,011 0 0 51 1 A62 720 1,008 204 1,212 150 Street and NW 25th Street SB 354 •• • 496 1 1.31% 403 565 0 0 39 604 720 1,008 272 1,286 676 0.47 D 1 l volumes {vehtclesj were converted to person -trips using 1.4 person vehicle occupancy per City of Miami standards. (al Directional peak hour capacity derived from the 2013 FDOTQuality/LOS Handbook and the Miami -Downtown DRI. K:\FTL_TPTO\043629001-Mana Wynwood SAP\Report\Mans Wynwood TIA.docx Page - 42 August 2015 Kimley»)Horn Traffic Impact Analysis Table 19: Future Background Intersection Conditions Intersection Peak Hour Overall Level of Service A.M. (P.M.) LOS Delay (secs) NW 5th Avenue & NW 29th Street (signalized) A (A) 7.2 (9.7) NW 2nd Avenue & NW 29th Street (signalized) A (8) 8.4 (11.2) N Miami Avenue & NW 29th Street/NE 29th Street (signalized) C (B) 21.7 (19.4) NW 5th Avenue & NW 25th Street (one-way, stop -controlled)('' A (B) 9.0 (10.9) NW 2' Avenue & NW 25th Street (one-way, stop-controlled)(1) C (D) 18.3 (33.6) NW 6th Avenue & NW 24th Street (one-way, stop-controlled)(1) A (g) 9.4 (10.2) NW 5th Avenue & NW 24th Street (one-way, stop-controlled)(1) A (g) 9.7 (10.5) NW 2nd Avenue & NW 24th Street (one-way, stop-controlled)(1I B (C) 13.7 (20.1) NW 6th Avenue & NW 23rd Street (one-way, stop-controlled)(1) A (B) 9.9 (10.6) NW 5th Avenue & NW 23rd Street (South) (one-way, stop -controlled)(') A (A) 8.7 (8.8) NW 5th Avenue & NW 23rd Street (North) (one-way, stop -controlled)('' A (A) 8.6 (9.2) NW 2nd Avenue & NW 23rd Street (free-flow)(3' - _ NW 6th Avenue & NW 22"d Street (one-way, stop -controlled)''' B (B) 10.0 (10.6) NW 5th Avenue & NW 22"d Street (one-way, stop-controlled)(t) A (A) 8.7 (8.6) NW 3rd Avenue & NW 22"d Street (one-way, stop-controlled)(1) A (A) 9.0 (9.1) NW 2"d Avenue & NW 22"d Street (one-way, stop-controlled)(1' B (C) 14.0 (16.9) NW 3rd Avenue & NW 20th Street (signalized) B (g) 10.9 (12.6) NW 20th Street & NW 2nd Avenue (signalized)(21 C (C) 21.2 (32.3) NW lst Place & NW 20th Street (signalized)(2) B (C) 11.3 (22.2) N Miami Avenue & N 20th Street (signalized) 04( (E) 32.0 (72.9) NW 5th Place & NW 20th Street (two-way, stop-controlled){'1 C (E) 19.1 (36.0) NW 6th Avenue & NW 29th Street (two-way, stop-controlled)(1) C (F) 22.3 (85.5) NW 5th Place & NW 215f Terrace (one-way, stop -controlled)(') A (B) 9.1 (10.3) Note: (1) Overall intersection LOS not provided for two-way stop -controlled intersections. The minor street with the greatest amount of delay is indicated. (2) intersection cannot be analyzed In HCM 2010; therefore H CM 2000 was used. (3) Overall intersection LOS is not defined, as intersection operates under free -Flow orstop-control conditions. (4) Signal timings optimized. K:\FfL TPTO\043629001-Mans Wynwood SAP\Report\Nana Wynwood TIA.docx Page- 43 August 2015 Kimley»)Horn Traffic Impact Analysis Future Total Traffic Conditions Tables 20 and 21 present the results of the transportation corridor capacity analysis for the 2025 A.M. and P.M. peak hour total traffic conditions. As indicated in these tables, all corridors are expected to have sufficient capacity and are expected to operate at adopted levels of service (LOS E or better. Table 22 presents the results of the intersection capacity analysis for the 2025 A.M. and P.M. peak hour total traffic conditions. All of the intersections are expected to operate at adopted levels of service (LOS E or better), with the exception of the following: • Signalized intersection at NW 3rd Avenue and NW 20th Street during the P.M. peak hour. • Signalized intersection at North Miami Avenue and North 20th Street during the A.M. and P.M. peak hours. • Signalized intersection at NW 20th Street and NW 2nd Avenue during P.M. peak hour. • Stop -controlled approach at NW 2nd Avenue and NW 25th Street during the P.M. peak hour. • Stop -controlled approach at NW 2nd Avenue and NW 23rd Street during the A.M. and P.M. peak hours. • Stop -controlled approach at NW 3rd Avenue and NW 22nd Street during the A.M. and P.M. peak hours. • Stop -controlled approach at NW 2nd Avenue and NW 22nd Street during the P.M. peak hour. • Stop -controlled approach at NW 5th Place and NW 20th Street during the P.M. peak hour. • Stop -controlled approach at NW 6t" Avenue and NW 29th Street during the A.M. and P.M. peak hours. The intersection of NW 3rd Avenue and NW 20th Street is expected to operate at LOS F during the P.M. peak hour. However, the project proposes to re -designate the southbound approach to provide an exclusive left -turn lane and a shared through/right-turn lane. In addition, the project K:\FTL_TPTO\043629001-Mana Wynwood SAP\Report\Nana Wynwood TIA.docx Page- 44 August 2015 Kimley»>Horn Traffic Impact Analysis proposes to add protected -permitted left -turn phasing for the eastbound, westbound, and southbound approaches. Under this signal operation, the intersection is expected to operate at LOS C during the A.M. peak hour and LOS E during the P.M. peak hour. These proposed improvements will require traffic signal modification at this intersection. The intersection of North Miami Avenue and North 20th Street is expected to operate at LOS F during the A.M. peak hour. However, the project proposes to re -designate the northbound approach to provide an exclusive left -turn lane and a shared through/right-turn lane. In addition, the project proposes to add protected -permitted left -turn phasing for the northbound approach. Under this signal operation, the intersection is expected to operate at LOS E during the A.M. peak hour and LOS D during the P.M. peak hour. These proposed improvements will require traffic signal modification at this intersection. Please note that the signal currently operates with a 60 second cycle length during the A.M. peak hour. The improvement proposes to modify the cycle length to 90 seconds in the A.M. peak hour to be consistent with the cycle length to the signalized intersection nearest to the subject intersection. The nearest intersection, NW 1st Place/NW 2nd Avenue and NE 20th Street, is approximately 1,192 feet away from the subject intersection and operates at a 90 second cycle length. The intersection of NW 2nd Avenue and NW 20th Street is expected to operate at LOS F during the P.M. peak hour. However, the project proposes to add protected -permitted left -turn phasing for the eastbound approach. Under this signal operation, the intersection is expected to operate at LOS D during the A.M. peak hour and LOS C during the P.M. peak hour. These proposed improvements will require traffic signal modification at this intersection. Several of the stop -controlled approaches at the intersections of NW 2nd Avenue and NW 25th Street, NW 2nd Avenue and NW 23rd Street, NW 3rd Avenue and NW 22nd Street, NW 2nd Avenue and NW 22nd Street, NW 5th Place and NW 20th Street, and NW 6th Avenue and NW 29th Street are expected to operate at LOS F during either the A.M. and P.M. peak hours as previously noted. This K:\FTL_TPTO\043629001-Mans Wynwood SAP\Report\Mana Wynwood TIA.docx Page - 45 August 2015 Kimley»Horn Traffic Impact Analysis is common during peak periods where a high -volume free flowing major -street interacts with a stop controlled minor -street. Detailed SYNCHRO outputs are included in Appendix L. K:\FTL TPTO\043629001-Mans Wynwood SAP\Report\Mana Wynwood TIA.docx Page - 46 August 2015 Kimley»)Horn Traffic Impact Analysis Table 20: Future Total A.M. Peak Hour Transportation Corridor Segment Conditions PrincipalLevel RoadwaysPeak 2025A.M. Peak Hour Total Volume Project A M. Hour Distribution (Maximum) Project A.M. Peak Hour Assignment 2025A.M. Peak Hour Total Volume (V) 2025A.M. peak Hour Total Capacity (C) 2025 AM. Peak Hour Excess Capacity A.M. Peak Hour of Service Person -Trips Person -Trips Person -Trips Person -Trips Person -Trips V/C Ratio LOS NW 25th Street - 0% In 0 between NW 5th 195 1,511 1,316 0.129 C Avenue and NW 2nd Avenue WB 195 0% Out 0 NW 24th Street - 0% In 0 between NW 5th EB 126 1,307 1,181 0.096 C 126 Avenue and NW 2nd Avenue 0% Out 0 5% In 155 NW 23rd Street - EB 0 339 1,307 968 0.259 C 16% Out 184 between NW 5th Avenue and NW 2nd Avenue WB 178 194'o In 590 780 1,511 731 0.516 D 1% Out 12 1%In 31 NW 22nd Street - EB 133 533 1,146 613 0.465 D between NW Sth 32% Out 369 Avenue and NW 32%In 994 3rd Avenue WB 201 1,207 1,350 143 0.894 D 1% Out 12 NW 5th Avenue - NB 138 0%In 0 392 1,931 1,539 0.203 C 22% Out 254 between Nw 24th Street and 22% I n 683 NW 26th Street 58 202 885 1,999 1,114 0.443 D 0% Out 0 NW 2nd Avenue - NB 495 0% In 0 587 1,332 745 0.441 C 8% Out 92 between NW 24th Street and 8% In 248 NW 25th Street SB 731 979 1,400 421 0.699 D 0% Out 0 K:\FTL TPTO\043629001-Mona Wynwood 5AP\Report\Mana Wynwood TIA.docx Page- 47 A. 2015 Kimley>»Horn Table 21: Future Total P.M. Peak Hour Transportation Corridor Segment Conditions Traffic Impact Analysis Principal Roadways 2025 P.M. Peak Hour Total Volume Project P.M. peak Hour Distribution (Maximum) Project P.M. j Peak Hour Assignment 2025 P.M. Peak Hour Total Volume (V) 1 2025 P.M. Peak Hour Total Capacity (C) 2025 P.M. Peak Hour Excess Capacity A.M. Peak Hour Level of Service Person -Trips Person -Trips Person -Trips Person -Trips Person -Trips V/C Ratio LO5 NW25thStreet - between NW 5th WB 220 0%In 0 Avenue and NW 220 1,579 1,359 0.139 C 2nd Avenue 0% Out 0 NW 24th Street - 0% In 0 between NW 5th Avenue and NW EB 221 221 1,307 1,086 0.169 C 2nd Avenue 0% Out 0 5% In 80 NW 23rd Street - EB 0 581 1,164 583 0.499 D 16% Out 501 between NW Sth Avenue and NW 19/°In 305 2nd Avenue WB 250 586 1,579 993 0.371 C 1%Out 31 1%In 16 NW 22nd Street - EB 104 1,123 1,146 23 0.980 E between NW 5th 32% Out 1003 Avenue and NW 32% In 514 3rd Avenue W8 160 705 1,418 7133 0.497 D 1%Out 31 NW SthAvenue- between NW NB 367 0% In 0 1,056 1,931 875 0.547 D 22% Out 689 24th Street and 22% In 354 NW 26th street SB 350 704 1,999 1,295 0.352 C 0% Out 0 NW 2nd Avenue - between NW NB 3 1,062 0% In 0 1,313 1,332 19 0.986 E 8% Out 251 24th Street and 8% In 129 NW 25th Street SB 604 733 1,400 667 0.524 D 0% Out 0 K:AFTL_TPT0\043629001-Mana Wynwood SAP\ Report\ Mane Wynwood TIA.docx Page - 48 August 2015 Kimley»)Horn Traffic Impact Analysis Table 22: Future Total Intersection Conditions Intersection Peak Hour Overall Level of Service A.M. (P.M.) LOS Delay (secs) NW 5th Avenue & NW 29th Street (signalized) B (C) 11.5 (28.4) NW 2nd Avenue & NW 29th Street (signalized) li (C) 11.1 (24.4) N Miami Avenue & NW 29th Street/NE 29th Street (signalized) E (C) 79.2 (34.1) NW 5th Avenue & NW 25th Street {one-way, stop -controlled){" g (C) 10.8 (21.1) NW 2nd Avenue & NW 25th Street (one-way, stop-controlled)1t) C (F) 24.7 (>50.0) NW 6th Avenue & NW 24'h Street (one-way, stop -controlled)(" B (B) 10.8 (11.3) NW 5th Avenue & NW 24th Street lone -way, stop-controlledr) C (D) 23.4 (30.7) NW 2nd Avenue & NW 24th Street (one-way, stop-controlled)(1) C (0) 16.7 (27.5) NW 5Th Avenue & NW 23rd Street (North) (one-way, stop-controlled)1i) A (B) 9.2 {11.4} NW 2nd Avenue & NW 23rd Street (one-way, stop -controlled)'') F (F) >50.0 (>50.0) NW 6th Avenue & NW 23rd Street (one-way, stop-controlled}1" A (8) 9.7 (11.4) NW 5th Avenue & NW 23rd Street (one-way, stop -controlled)'" B (C) 14.2 {20,0} NW 3rd Avenue & NW 22nd Street (one-way, stop-controlled){11 F (F) >50.0 (>50.0) NW 2nd Avenue & NW 22nd Street (one-way, stop -controlled){" E (F) 43.5 (>50.0) NW 3rd Avenue & NW 20th Street (signalized) B (F) 18.6 (193.3) C131(4) (E)13114) 23.4 (56.6) NW 20th Street & NW 2nd Avenue (signalized)12) D (F) 44.1 (80.7) D13)14) (C)(3)(4) 43.7 (30.8) NW 1st Place & NW 20th Street (signalized)(2) C (C) 22.8 (24.6) N Miami Avenue & NW 20th Street (signalized) F (F) 228.9 (168.4) E(3)14) (D}1SX4) 76.8 (48.6) NW 5th Place & NW 20th Street (two-way, stop-controlled)1iS D (F) 30.7 (>50.0) NW 6th Avenue & NW 29th Street (two-way, stop-controlled}1i) F (F) >50.0 (>50.0) NW 5th Place & NW 21°Terrace (one-way, stop-controlled)w g (B) 10.3 (12.6) Internal Driveway & NW 23rd Street (one-way, stop-controlled}1'-) g (C) 11.9 (15.9) Internal Driveway & NW 24th Street (one-way, stop -controlled)'" g (g) 12.0 (12.0) Note: (1) Overall intersection LOS not provided for stop -controlled intersections. The minor street with the greatest amount of delay is Indicated. (2) Intersection cannot be analyzed in HCM 2010; therefore HCM 2000 was used. (3) Signal timings optimized. (4) Intersection with proposed improvements. K:\FTE TPTO\043629001-Mana Wynwood SAP\Report\Mans Wynwood TIA.dacx Page -49 August 2015 Kimley>»Horn Traffic Impact Analysis TRANSPORTATION CONTROL MEASURES PLAN AND PROPOSED IMPROVEMENTS A Transportation Control Measures Plan is proposed to reduce the impacts of the project traffic on the surrounding roadway network. Miami -Dade County provides public transit in close proximity to the project site. In addition, other measures are under consideration to encourage people to use public transportation, use bicycles and walk, use car/vanpools, and find alternatives to the typical workday hours. Examples of these incentives include, but are not limited to: • Providing transit information within the site including route schedules and maps • Providing convenient and secure areas for bicycles • Providing bike sharing programs • Providing other transit -oriented amenities The applicant intends to make the site bicycle/pedestrian- and transit -friendly and will consider these features for incorporation into the site. Bicycle Facility Considerations The development is contemplating improvements and amenities for bicyclists. These improvements may include bicycle lanes, short-term and long-term bicycle parking, and participate in a bike share program on -site. Specific improvements will be developed. City of Miami Trolley The Mana Wynwood Development SAP is contemplating a transit stop within the development on NW 2' Avenue to accommodate the City's future Wynwood trolley route. This improvement will be coordinated with the City of Miami. K:\FTL_TPTO\043629001-Mana Wynwood SAP\Report\Mena Wynwood TIA.docx Page- 50 August 2015 Kimley») Horn Traffic Impact Analysis CONCLUSION This traffic impact study assessed the impacts of the Mana Wynwood Special Area Plan project on the surrounding transportation network. The analysis was conducted in accordance with the City of Miami requirements, analyzing transportation corridor segments and intersections. The project proposes to convert one-way westbound traffic on NW 23rd Street to two-way (eastbound/westbound) traffic between NW 5th Avenue and NW 2nd Avenue. Please note that approximately 48 on -street parking spaces along the south side of NW 23' Street will need to be removed in order to accommodate two-way traffic on NW 23rd Street. Trip generation calculations indicate that the project is expected to generate 2,687 new vehicular trips and 4,259 person -trips during the A.M. peak hour and 2,968 new vehicular trips and 4,741 person -trips during the PM. peak hour. Project trips were assigned to the roadway network based on a cardinal trip distribution obtained from the 2035 Cost Feasible Plan. Transportation corridor segments capacity analyses and intersection capacity analyses were performed for existing conditions and for future conditions with and without project traffic. Results of the analyses demonstrate that the transportation corridors and. intersections in the vicinity of the project site operate at adopted levels of service (LOS E or better) during both the A.M. and F.M. peak hours, with the exception of the following: • Signalized intersection at NW 3rd Avenue and NW 20th Street during the P.M. peak hour. • Signalized intersection at North Miami Avenue and North 20' Street during the A.M. and P.M. peak hours. • Signalized intersection at NW 20th Street and NW 2nd Avenue during P.M. peak hour. • Stop -controlled approach at NW 2nd Avenue and NW 25th Street during the P.M. peak hour. • Stop -controlled approach at NW 2"d Avenue and NW 23rd Street during the A.M. and P.M. K:\FR__TPTO\043629001-Mans Wynwood SAP\Report\Nana Wynwood TIA.docx Page - 51 August 2015 Kimley>»Horn Traffic Impact Analysis peak hours. • Stop -controlled approach at NW 3rd Avenue and NW 22nd Street during the A.M. and P.M. peak hours. • Stop -controlled approach at NW 2nd Avenue and NW 22nd Street during the P.M. peak hour. • Stop -controlled approach at NW 5th Place and NW 20th Street during the P.M. peak hour. • Stop -controlled approach at NW 6th Avenue and NW 29th Street during the A.M. and P.M. peak hours. The intersection of NW 3rd Avenue and NW 20th Street is expected to operate at LOS F during the P.M. peak hour. However, the project proposes to re -designate the southbound approach to provide an exclusive left -turn lane and a shared through/right-turn lane. In addition, the project proposes to add protected -permitted left -turn phasing for the eastbound, westbound, and southbound approaches. Under this signal operation, the intersection is expected to operate at LOS C during the A.M. peak hour and LOS E during the P.M. peak hour. These proposed improvements will require traffic signal modification at this intersection. The intersection of North Miami Avenue and North 20th Street is expected to operate at LOS F during the A.M. peak hour. However, the intersection is expected to operate at LOS F during the A.M. peak hour during future background conditions with an overall intersection delay of 121.6 seconds. With signal timing optimization under future total conditions, the intersection is expected to operate at LOS F with an overall intersection delay of 103.3 seconds resulting in a 15 percent (15%) reduction in delay. The intersection of NW 2nd Avenue and NW 20th Street is expected to operate at LOS F during the P.M. peak hour. However, the project proposes to add protected -permitted left -turn phasing for the eastbound approach. Under this signal operation, the intersection is expected to operate at LOS D during the A.M. peak hour and LOS C during the P.M. peak hour. These proposed improvements will require traffic signal modification at this intersection. K:\FTL_TPTO\043629001-Mana Wynwood SAP\Report\Mans Wynwood TIA.docx Page - 52 August 2015 Kimley*Horn Traffic Impact Analysis The stop -controlled approaches at the intersections of NW 2nd Avenue and NW 25t" Street, NW 2nd Avenue and NW 23Td Street, NW 3rd Avenue and NW 22nd Street, NW 2nd Avenue and NW 22nd Street, NW St" Place and NW 20t" Street, and NW 6t" Avenue and NW 29t" Street are expected to operate at LOS F during either the A.M. and P.M. peak hours as previously stated. This is common during peak periods where a high -volume free flowing major -street interacts with a stop controlled minor -street. The project is contemplating a series of improvements including bicycle lanes, short-term and Tong -term bicycle parking, a bike share program, and a Miami Trolley transit stop as part of the City's future Wynwood trolley route. These improvements will encourage people travel to and from the project to use public transportation as well as promoting bicycling and walking. The project proposes two-way traffic operation with on -street parking along the north side of NW 23rd Street between NW 5t" Avenue and NW 2nd Avenue in order to accommodate traffic to the proposed parking garages located on this segment. This segment of NW 23Td Street is currently a one -lane westbound -only roadway with on -street parking on both the north and south sides. Please note that approximately 48 on -street parking spaces along the south side of NW 23rd Street will need to be removed in order to accommodate two-way traffic on NW 23rd Street. The project also proposes closure of NW 23rd Street between NW 6t" Avenue and NW 5t" Avenue. It should be noted that the existing segment of NW 22' Street between NW 6t" Avenue and NW 5t" Avenue is proposed to be renamed to NW 23rd Street upon closure of the existing segment of NW 23rd Street. An internal roadway/driveway is proposed from the proposed NW 23rd Street to NW 24t" Street between NW 6t" Avenue and NW 5t" Avenue. K:\FTL_TPT01043629001-Mana Wynwood SAP\Report\Mana Wynwood TLA.docx Page - 53 August 2015 APPENDIX A: Conceptual Site Plan r-S:: APPENDIX B: Methodology Correspondence Kimley»>Horn Memorandum To: Carlos Cruz -Cases, P.E. City of Miami From: Adrian K. Dabkowski, Cory D. Dorman, E.l.,'L�'J Date: May 6, 2015 AD Subject: Mana Wynwood Special Area Plan Traffic Study Methodology The purpose of this memorandum is to summarize the traffic study methodology as discussed at our May 5, 2015 meeting for the Mena Wynwood Special Area Plan (SAP). The proposed redevelopment is generally bounded by NW 24th Street to the north, NW 21 st Terrace/NW 22nd Street to the south, NW 2nd Avenue to the east, and NW 6th Avenue to the west. The proposed redevelopment will consist of a mixed -use project that will include residential, hotel, retail, light industrial, and office land uses. Please note that a portion of the site proposed for redevelopment is currently occupied. A conceptual site plan for the proposed redevelopment is included in Attachment A. STUDY AREA The following intersections and roadway segments will be examined as part of the study area: • NW 291'' Street and NW 5th Avenue • NW 29th Street and NW 2nd Avenue • North 29th Street and North Miami Avenue • NW 25'h Street and NW 5th Avenue • NW 25th Street and NW 2nd Avenue • NW 24th Street and NW 6th Avenue • NW 24th Street and NW 5th Avenue • NW 24th Street and NW 2nd Avenue • NW 23" Street and NW 6th Avenue • NW 23`d Street and NW 5th Avenue (South) • NW 23`d Street and NW 5th Avenue (North) • NW 23' Street and NW 2nd Avenue • NW 22nd Street and NW 6th Avenue • NW 22" Street and NW 5'•h Avenue • NW 22nd Street and NW 3rd Avenue • NW 22nd Street and NW 2nd Avenue • NW 20th Street and NW 3' Avenue • NW 20th Street and NW 2nd Avenue/NW 151 Place • North 20th Street and North Miami Avenue kimley-horn.com 600 North Pine Island Road, Suite 450, Plantation, FL 33324 954 535 5100 Kimley>»Horn The following corridors were identified for analysis: Carlos Cruz-Casas, P.P., May 6, 2015, Page 2 • NW 25th Street between NW 5th Avenue and NW 2nd Avenue • NW 24th Street between NW 5th Avenue and NW 2nd Avenue • NW 23" Street between NW 5th Avenue and NW 2nd Avenue • NW 22rd Street between NW 5th Avenue and NW 3' Avenue • NW 5th Avenue between NW 24th Street and NW 261h Street • NW 2nd Avenue between NW 24th Street and NW 25th Street DATA COLLECTION A.M. (7:00-9:00 A.M.) and P.M. (4:00-6:00 P.M.) peak hour turning movement counts will be conducted at all identified study intersections. Continuous 24-hour machine counts will be conducted on study corridors. All traffic counts will be adjusted to account for seasonality using the appropriate FDOT seasonal factors. Signal timing information will be obtained from Miami -Dade County Public Works and Waste Management Department — Signals and Signs Division. TRIP GENERATION Trip generation calculations for the proposed development will be performed using Institute of Transportation Engineer's (ITE) Trip Generation, 9th Edition. ITE Land Use Code (LUC) 232: High -Rise Condominium and ITE LUC 222: High -Rise Apartment will be used for the residential component, ITE LUC 310: Hotel will be used for the hotel component, ITE LUC 820: Shopping Center will be used for the retail component, ITE LUC 110: General Light Industrial will be used for the industrial use, and ITE LUC 710: General Office Building will be used for the office component. A portion of the site proposed for redevelopment is currently occupied. The trip generation will account for the existing development. Once the development program has been finalized and the extent of the existing development determined, trip generation calculations will be provided prior to submittal of the traffic study for review. A 10.0 percent (10.0%) multimodal (public transit, bicycle, and pedestrian) reduction factor will be applied to external trip generation to account for the urban character of the area. Transit route information will be documented in the report. Internal capture/captive market reduction is expected between the complementary land uses within the study area. Internal capture trips are trips made among study area uses, which in the case of this project are trips between residential, hotel, retail, light industrial, and office uses. Trips between these uses will be made by walking and will not result in additional vehicles on the external roadway network. Internal capture trips for the project will be determined based upon the methodology contained in the Institute of Transportation Engineers' (ITE), Trip Generation Handbook, 3' Edition. 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 are more appropriate for the local area. Therefore, vehicular trips were reduced by 16.0 percent (16.0%) to adjust for these vehicle occupancy assumptions. kimley-horn.com 600 North Pine Island Road, Suite 450, Plantation, FL 33324 954 535 5100 Kimley»>Horn Carlos Cruz-Casas. P.E., May 6: 2015. Page 3 TRIP DISTRIBUTION The likely distribution of project traffic will be forecasted for the trips expected to be generated by the proposed development. The trip distribution will be based on a cardinal trip distribution for the project site's traffic analysis zones (TAZs) obtained from the Miami -Dade Metropolitan Planning Organization's 2035 Cost Feasible Plan travel demand model. The project is located within TAZ 495. Therefore, a cardinal distribution was developed based on this TAZ. The detailed cardinal distribution is provided in Attachment B. BACKGROUND GROWTH RATE/MAJOR COMMITTED DEVELOPMENT A background growth rate will be calculated based on historic growth trends at nearby FOOT traffic count stations. Additionally, growth rates based on Miami -Dade Metropolitan Planning Organization's (MPO) projected 2005 and 2035 model network volumes will be examined. The higher of the two (2) growth rates will be used in the analysis. Documentation will be provided in the Appendix of the traffic impact study. The City has also identified the 2110 North Miami Avenue redevelopment as a committed development. CAPACITY ANALYSIS Capacity analyses will be conducted for the A.M. and P.M. peak hours at the study intersections. Intersection analyses will be performed using Trafficware's Synchro traffic engineering analysis software, which applies the Transportation Research Board's (TRB's) Highway Capacity Manual (HCM), 2000 and 2010 methodologies. Corridor analyses will be conducted using information from the Miami DR-II/]II (i.e. person -trip capacity) and FDOT's Quality/LOS Handbook. If intersection or roadway deficiencies are identified, strategies and improvements may be developed as mitigation measures. Capacity analyses will be conducted for three (3) scenarios: existing, build -out without project, and build -out with project. The build -out year will be specified in the analysis. If intersection deficiencies are identified, strategies and improvements will be developed as mitigation measures. The following graphics will be included for the study intersections: 1. Existing conditions 2. Trip distribution 3. Trip assignment 4. Future background conditions (with growth rate and committed development traffic) 5. Future total traffic conditions (with project) THOROUGHFARE AND VEHICLE CIRCULATION DIAGRAMS As part of the Special Area Plan submittal, a roadway thoroughfare diagram will be submitted. The diagram will consist of a vehicle circulation diagram depicting truck and passenger car traffic patterns entering and exiting the site will also be provided as part of the submittal. kimley-horn.com 600 North Pine Island Road, Suite 450, Plantation, FL 33324 954 535 5100 Kimley»)Horn Carlos Cruz-Casas, P.E., May 6, 2015, Page 4 NW 23RD STREET CLOSURE ANALYSIS The traffic study will include an analysis for the proposed roadway closure of NW 23' Street between NW 6th Avenue and NW 5th Avenue. Traffic currently utilizing this segment of NW 23' Street will be reassigned to the adjacent roadway network. The analysis will be prepared for the A.M. (7:00- 9:00 A.M.) and P.M. (4:00-6:00 P.M.) peak periods for future total conditions. TRANSPORTATION DEMAND MANAGEMENT STRATEGIES Transportation Demand Management (TDM) strategies will be developed to reduce the impact of project traffic on the surrounding roadway network and promote trip reduction. Typical measures include promoting bicycling and walking, encouraging carlvanpooling, and offering alternatives to the typical workday hours. Specifically providing an on -site bicycle sharing station will be examined. Furthermore, examining a potential on -site bus stop to serve future City of Miami trolley routes proposed in the area will also be examined. DOCUMENTATION The results of the traffic analysis will be summarized in a report. The report will include supporting documents including signal timings, lane geometry, and software output sheets. The report will also include text and graphics necessary to summarize the assumptions and analysis. METHODOLOGY CONCURRENCE Please note that if the City does not agree with the proposed traffic impact analysis methodology contained in the previous sections, please respond with specific concerns within two (2) weeks of receipt of this document, so we will have adequate time to prepare the analysis. If we are not notified of concerns by the specified date, it is assumed that the City is in concurrence with the methodology. MANEUVERABILITY AND ENTRY GATE OPERATIONS ANALYSIS Maneuverability analyses and garage entry gate operations analyses will be performed when applications for specific site plans are submitted as part of the entitlement process. Operational analyses of specific driveways and trip generation analyses will also be performed. K:IFTLTPTO1Q43629001-Mans Wynwood SAPICorrespondencel05 06 15 traffic study methodoiogy.docx kirnley-horn.com 600 North Pine Island Road, Suite 450, Plantation, FL 33324 954 535 5100 Attachment A DRAFT DATED 4/16/2015 MIAMI 21 WEST L 55555.,prot rn r&.,,h, nn. '.atom.,, m5..e m,5055,5m.5,5, i ..,1 rn oncepn mu. xny CONCEPT BOOK MANA WYNWOOD SAP EAST ZYSCOVICH ARCHITEC T S m0 h6 yacay.r Blvd 2Ptlh FI Miamk FL 55152.i3a4 305.572. 5222 F 5 577. 5521 w w,xycro.,ch coo DRAFT DATED 4/16/2015 MIAMI 21 I0 WEST I EAST ....... • . v • y 1 1 WOrP2511)",`, CONCEPT BOOK MANA WYNWOOD SAP 1 c,I Walla P • N .L11,11DS. 6.1.1 M.A., /*LW... MMKPMM. M.ANCM, M fm4ormq1Mam. ommrmtm mmomf m.M.O.M61.4 thq ampam "POW+ m.mms, mv,,,,mmONMOIMM. AY eigumMi MVO. M rhonp arommu1 MAT. Znrowor Am... opjrs9013 Secondary Street ZYSCOVICH ARCHITECTS - Highway — Primary Streets • • • • Secondary Streets — Pedestrian Passage I00 N BiJcayne Blvd . nth FI Warm FL 35122 2304 1 30 5,2 522/ / 135 5214511 g I cn 1 1 1 e inFoOzyscovish.som ur v....pew...eh tom DRAFT DATED 4/16/2015 MIAMI 21 henaw„,ry„ rrouro rn r•PMcrrynrre,1nnWntyli. edM,rm.Remw wur000sin part On retch4ennvuix,n o.imrs.n water prurrarx,, yzr»orcnazrmecr-Anmppns ri*rnkd in Men -dram," drove., m dr,tomn Am nnamP,P0 mveyp n ApiY ZYSCOVICH A R C H r T E C T 5 CONCEPT BOOK MANA WYNWOOD SAP ,on N Brscnyne Bled 27th Fi Kam. FL iit57.23D! 203.372.5222 405 577 1521 Open Space Vehicular Private Drive Covered Open Space n InfterfeyscovIcit w utette.tetcov,ch cairn Attachment B Cardinal Distribution forTAZ 495 Year 2035 Applied Percentages 11.95% 14.01% 12% 14% 12.16% 5.27% 12% 5% 13.34% 10.95% 13% 11% 16.59% 15.73% 17% 16% MIAMI-DADS 2035 DIRECTIONAL DISTRIBUTION SUMMARY NNE 20.04 ENE 8.05 CARDINAL ESE 12.99 DIRECTIONS SSE 4.8 SSW 12.13 WSW 11.34 WNW 13.86 NNW 16.8 TOTAL ORIGIN ZONE PERCENT 477 3177 TRIPS 1731 763 883 697 1097 1710 1760 2192 10,833 PERCENT 15.98 7.04 8.15 6.43 10.13 15.79 16.25 20.23 478 3178 TRIPS 437 290 484 436 528 558 531 435 3,699 PERCENT 11.81 7.84 13.08 11.79 14.27 15.09 14.36 11.76 479 3179 TRIPS 10261 5323 5379 4509 7699 6431 6936 8169 54,907 PERCENT 18.69 9.69 9.8 8.21 14.39 11.71 12.63 14.88 480 3180 TRIPS 2096 919 1377 1323 1844 1534 1610 1631 12,334 PERCENT 16.99 7.45 11.16 10.73 14.95 12.44 13.05 13.22 481 3181 TRIPS 2195 890 1383 1843 2397 1818 1668 1722 13,916 PERCENT 15.77 6.4 9.94 13.24 17.22 13.06 11.99 12.37 482 3182 TRIPS 337 183 251 360 520 395 307 286 2,639 PERCENT 12.77 6.93 9.51 13.64 19.7 14.97 11.63 10.84 483 3183 TRIPS 460 221 284 457 622 541 419 448 3,452 PERCENT 13.33 6.4 8.23 13.24 18.02 15.67 12.14 12.98 484 3184 TRIPS 636 290 418 400 556 385 455 489 3,629 PERCENT 17.53 7.99 11.52 11.02 15.32 10.61 12.54 13.47 485 3185 TRIPS 161 75 94 135 159 179 182 173 1,158 PERCENT 13.9 6.48 8.12 11.66 13.73 15.46 15.72 14.94 486 3186 TRIPS 842 417 387 479 648 745 669 941 5,128 PERCENT 16.42 8.13 7.55 9.34 12.64 14.53 13.05 18.35 487 3187 TRIPS 857 394 537 373 542 596 801 774 4,874 PERCENT 17.58 8.08 11.02 7.65 11.12 12.23 16.43 15.88 488 3188 TRIPS 383 242 411 221 219 476 821 503 3,276 PERCENT 11.69 7.39 12.55 6.75 6.68 14.53 25.06 15.35 489 3189 TRIPS 437 308 712 418 360 672 984 611 4,502 PERCENT 9.71 6.84 15.82 9.28 8 14.93 21.86 13.57 490 3190 TRIPS 283 155 348 295 225 301 416 262 2,285 PERCENT 12.39 6.78 15.23 12.91 9.85 13.17 18.21 11.47 491 3191 TRIPS 107 50 77 671 661 310 111 105 2,092 PERCENT 5.11 2.39 3.68 32.07 31.6 14.82 5.31 5.02 492 3192 TRIPS 68 36 76 123 88 142 131 56 720 PERCENT 9.44 5 10.56 17.08 12.22 19.72 18.19 7.78 493 3193 TRIPS 628 217 415 957 688 1215 1199 657 5,976 _ PERCENT 10.51 3.63 6.94 16.01 11.51 20.33 20.06 10.99 494 3194 TRIPS 817 392 848 1480 1038 1465 824 644 7,508 PFRCFNT - 10RR 577 1179 19_71 1'R9 1951 1097, RCA 495 3195 TRIPS 604 227 472 678 715 575 524 515 4,310 I PERCENT 14.01 5.27 10.95 15.73 16.59 13.34 12.16 11.95 490 319C 11111'5 133 59 IS 1/4r 209 10/ 129 731 1,U1U PERCENT 12.31 5.46 7.22 16.11 19.35 15.46 11.94 12.13 497 3197 TRIPS 100 48 51 156 176 135 104 101 871 PERCENT 11.48 5.51 5.86 17.91 20.21 15.5 11.94 11.6 498 3198 TRIPS 775 375 667 1854 2232 1383 957 958 9,201 PERCENT 8.42 4.08 7.25 20.15 24.26 15.03 10.4 10.41 499 3199 TRIPS 165 50 88 175 198 260 172 214 1,322 PERCENT 12.48 3.78 6.66 13.24 14.98 19.67 13.01 16.19 500 3200 TRIPS 1692 781 904 2169 1651 2912 2279 2124 14,512 PERCENT 11.66 5.38 6.23 14.95 11.38 20,07 15.7 14.64 501 3201 TRIPS 426 230 206 540 555 726 604 674 3,961 PERCENT 10.75 5.81 5.2 13.63 14.01 18.33 15.25 17.02 502 3202 TRIPS 213 67 132 276 447 467 256 346 2,204 PERCENT 9.66 3.04 5.99 12.52 20.28 21,19 11.62 15.7 503 3203 TRIPS 1878 539 792 822 3808 3895 2266 2673 16,673 PERCENT 11.26 3.23 4.75 4.93 22.84 23.36 13.59 16.03 504 3204 TRIPS 1210 537 697 557 2222 2386 2221 2240 12,070 PERCENT 10.02 4.45 5.77 4.61 18.41 19.77 18.4 18.56 505 3205 TRIPS 2665 1213 1142 2154 2867 3862 4544 3625 22,072 PERCENT 12.07 5.5 5.17 9.76 12.99 17.5 2059 16.42 506 3206 TRIPS 961 357 291 364 1576 1688 1523 1372 8,132 PERCENT 11.82 4.39 3.58 4.48 19.38 20.76 18.73 16.87 507 3207 TRIPS 185 125 175 138 366 1389 946 447 3,771 PERCENT 4.91 3.31 4.64 3.66 9.71 36.83 25.09 11.85 508 3208 TRIPS 91 446 261 70 231 181 284 166 1,730 PERCENT 5.26 25.78 15.09 4.05 13.35 10.46 16.42 9.6 509 3209 TRIPS 225 125 57 27 270 800 594 568 2,666 PERCENT 8.44 4.69 2.14 1.01 10.13 30.01 22.28 21.31 510 3210 TRIPS 138 122 193 96 272 309 508 258 1,896 B-1<5 APPENDIX C: Traffic Count Data 24-Hour Continuous Counts Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************************************************** Data File : D0512011.PRN Station : 000000051101 Identification : 000058410088 Interval : 15 minutes Start date : May 12, 15 Start time : 00:00 Stop date : May 12, 15 Stop time : 24:00 City/Town : Miami, Florida County : Dade Location : NW 22 St Between NW 5 Ave & NW 3 Ave ******************************************************************************* May 12 Eastbound Volume for Lane 1 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 1 0 0 0 0 0 0 1 12 4 2 4 30 1 0 0 0 0 1 0 5 13 3 6 1 45 0 1 0 0 0 1 7 12 7 4 3 4 00 1 0 1 0 0 0 1 12 5 4 5 8 Hr Total 3 1 1 0 0 2 8 30 37 15 16 17 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 6 4 17 12 15 3 9 3 3 4 4 0 30 1 6 8 16 9 3 11 4 6 3 4 0 45 4 5 6 5 8 5 8 4 6 3 1 1 00 7 18 6 8 4 9 5 3 4 5 4 0 Total 18 33 37 41 36 20 33 14 19 15 13 1 24 Hour Total : 410 AM peak hour begins : 07:30 AM peak volume : 49 Peak hour factor : 0.94 PM peak hour begins : 13:45 PM peak volume : 49 Peak hour factor : 0.68 ******************************************************************************* May 12 Westbound Volume for Lane 2 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 1 1 1 0 1 0 1 3 8 6 2 2 30 3 0 0 0 0 0 2 4 13 1 3 2 45 0 0 0 0 0 0 3 14 2 4 5 5 00 1 0 0 2 0 1 5 9 5 6 2 5 Hr Total 5 1 1 2 1 1 11 30 28 17 12 14 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 7 3 9 12 10 8 8 10 4 7 0 1 30 7 4 8 15 8 13 7 3 8 4 5 1 45 7 8 8 11 5 9 10 3 2 5 4 2 00 3 13 15 9 8 10 8 6 9 2 4 0 ---- ---- ---- ---- ---- ---- ---- ---- Hr Total 24 28 40 47 31 40 33 22 23 18 13 4 24 Hour Total : 446 AM peak hour begins : 07:30 AM peak volume : 44 Peak hour factor : 0.79 PM peak hour begins : 14:45 PM peak volume : 53 Peak hour factor : 0.88 ***************************************************************************** Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 ******************************************************************************** Data File : D0512011.PRN Station : 000000051101 Identification : 000058410088 Interval : 15 minutes Start date : May 12, 15 Start time : 00:00 Stop date : May 12, 15 Stop time : 24:00 City/Town : Miami, Florida County : Dade Location : NW 22 St Between NW 5 Ave & NW 3 Ave ******************************************************************************* May 12 Total Volume for All Lanes End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 2 1 1 0 1 0 1 4 20 10 4 6 30 4 0 0 0 0 1 2 9 26 4 9 3 45 0 1 0 0 0 1 10 26 9 8 8 9 00 2 0 1 2 0 1 6 21 10 10 7 13 Hr Total 8 2 2 2 1 3 19 60 65 32 28 31 End Time 12 13 14 15 16 17 18 19 20 21 22 23 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 13 7 26 24 25 11 17 13 7 11 4 1 30 8 10 16 31 17 16 18 7 14 7 9 1 45 11 13 14 16 13 14 18 7 8 8 5 3 00 10 31 21 17 12 19 13 9 13 7 8 0 Hr Total 42 61 77 88 67 60 66 36 42 33 26 c 24 Hour Total : 856 AM peak hour begins : 07:30 AM peak volume : 93 Peak hour factor : 0.89 PM peak hour begins : 14:45 PM peak volume : 92 Peak hour factor : 0.74 ******************************************************************************* Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************************************************** Data File : D0513011.PRN Station : 000000051101 Identification : 000058410088 Interval : 15 minutes Start date : May 13, 15 Start time : 00:00 Stop date : May 13, 15 Stop time : 24:00 City/Town : Miami, Florida County : Dade Location : NW 22 St Between NW 5 Ave & NW 3 Ave ******************************************************************************* May 13 Eastbound Volume for Lane 1 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 0 0 0 0 0 0 0 1 16 6 4 7 30 2 2 1 1 0 0 3 8 11 4 3 10 45 1 0 0 0 0 3 3 15 5 5 6 4 00 1 1 0 1 0 3 4 13 5 6 3 2 Hr Total 4 3 1 2 0 6 10 37 37 21 16 23 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 6 2 14 3 3 9 8 4 5 3 2 4 30 6 7 13 9 6 7 1 4 4 1 3 4 45 2 7 4 4 6 12 8 6 6 5 1 1 00 3 12 4 5 7 5 2 4 6 2 1 3 Total 17 28 35 2,1 22 33 19 18 21 ' 11 7 12 24 Hour Total : 404 AM peak hour begins : 07:30 AM peak volume : 55 Peak hour factor : 0.86 PM peak hour begins : 13:30 PM peak volume : 46 Peak hour factor : 0.82 ******************************************************************************* May 13 Westbound Volume for Lane 2 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 1 0 0 0 0 0 2 4 16 4 4 4 30 2 0 0 0 0 0 1 2 11 4 4 6 45 0 1 0 0 0 0 3 14 7 3 3 4 00 1 1 1 0 1 0 7 10 4 10 1 9 ^^^- Hr Total 4 2 1 0 1 0 13 30 38 21 12 23 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 4 5 5 6 8 13 5 10 7 3 2 4 30 7 5 9 12 3 7 7 7 4 5 1 2 45 3 5 12 4 9 7 1 1 8 2 1 5 00 7 12 14 13 11 9 4 8 3 3 1 3 Hr Total 21 27 40 35 31 -36 17 26 22 13 5 14 24 Hour Total : 432 AM peak hour begins : 07:30 AM peak volume : 51 Peak hour factor : 0.80 PM peak hour begins : 14:30 PM peak volume : 44 Peak hour factor : 0.79 ***************************************************************************** Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 ******************************************************************************** Data File : D0513011.PRN Station : 000000051101 Identification : 000058410088 Interval : 15 minutes Start date : May 13, 15 Start time : 00:00 Stop date : May 13, 15 Stop time : 24:00 City/Town : Miami, Florida County : Dade Location : NW 22 St Between NW 5 Ave & NW 3 Ave ******************************************************************************* May 13 Total Volume for All Lanes End Time 00 01 02 03 04 15 1 0 0 0 30 4 2 1 1 45 1 1 0 0 00 2 2 1 1 Hr Total 8 5 2 2 05 06 0 0 2 0 0 4 0 3 6 1 3 11 1 6 23 07 08 09 10 11 5 32 10 8 11 10 22 8 7 16 29 12 8 9 8 23 9 16 4 11 67 75 42 28 46 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 10 7 19 9 11 22 13 14 12 6 4 8 30 13 12 22 21 9 14 8 11 8 6 4 6 45 5 12 16 8 15 19 9 7 14 7 2 6 00 10 24 18 18 18 14 6 12 9 5 2 6 Hr Total 38 55 75 56 53 69 36 44 43 24 12 2E 24 Hour Total : 836 AM peak hour begins : 07:30 AM peak volume : 106 Peak hour factor : 0.83 PM peak hour begins : 13:45 PM peak volume : 81 Peak hour factor : 0.84 ******************************************************************************* Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************************************************** Data File : D0512008.PRN Station : 000000051102 Identification : 000058410067 Interval : 15 minutes Start date : May 12, 15 Start time : 00:00 Stop date : May 12, 15 Stop time : 24:00 City/Town : Miami, Florida County : Dade Location : NW 24 St Between NW 5 Ave & NW 2 Ave ******************************************************************************* May 12 Eastbound Volume End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 11 3 6 1 0 3 0 4 11 14 9 14 30 17 6 1 1 0 3 1 4 14 13 14 27 45 11 3 1 1 0 0 0 7 9 12 16 17 00 5 8 0 1 0 1 8 6 18 14 12 28 Hr Total 44 20 8 4 0 7 9 21 52 53 51 86 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 18 16 28 13 17 26 31 22 26 11 13 12 30 31 36 20 19 17 18 19 22 33 15 16 7 45 20 27 22 17 13 21 17 23 16 13 11 12 00 26 22 19 19 18 18 16 16 9 15 12 5 Total 95 101 89 6a 65 83 83 83 84 54 52 36 24 Hour Total : 1248 AM peak hour begins : 11:30 AM peak volume : 94 Peak hour factor : 0.76 PM peak hour begins : 13:15 PM peak volume : 113 Peak hour factor : 0.78 ******************************************************************************* Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************************************************** Data File : D0513008.PRN Station : 000000051102 Identification : 000058410067 Interval : 15 minutes Start date : May 13, 15 Start time : 00:00 Stop date : May 13, 15 Stop time : 24:00 City/Town : Miami, Florida County : Dade Location : NW 24 St Between NW 5 Ave & NW 2 Ave *****************************x************************************************* May 13 Eastbound Volume End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 6 2 0 0 0 0 0 6 13 19 12 17 30 11 5 1 1 2 4 4 7 17 12 10 21 45 11 1 1 0 2 0 2 6 9 16 15 17 00 7 2 0 0 0 0 3 6 10 18 20 17 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Hr Total 35 10 2 1 4 4 9 25 49 65 57 72 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 24 16 28 25 24 32 28 18 20 12 15 4 30 24 30 26 22 24 31 9 19 28 20 15 15 45 24 18 19 24 14 23 21 21 10 13 12 21 00 29 19 19 19 20 23 19 11 12 7 11 6 Hr Total 101 .._83 92 90 82 109 69 70 52 53 46 24 Hour Total : 1257 AM peak hour begins : 11:30 AM peak volume : 82 Peak hour factor : 0.85 PM peak hour begins : 17:00 PM peak volume : 109 Peak hour factor : 0.85 ******************************************************************************* Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************************************************** Data File Station Identification Start date Stop date City/Town Location May 12 : D0512010.PRN : 000000051103 : 000110252089 : May 12, 15 : May 12, 15 : Miami, Florida : NW Z3 St Between NW Interval Start time Stop time County 5 Ave & NW 2 Ave Westbound Volume : 15 minutes : 00:00 : 24:00 : Dade End Time 00 15 30 45 00 8 10 7 6 Hr Total 31 01 02 03 7 4 2 6 5 0 6 4 4 5 3 0 24 16 6 04 0 0 0 1 OS 1 1 0 1 06 07 2 0 1 3 2 1 4 5 1 3 6 12 08 09 6 10 7 10 12 13 6 16 33 47 10 11 13 6 13 11 8 18 21 20 43 67 End Time 12 15 30 45 00 19 32 25 23 • Total 99 13 14 15 16 23 28 25 29 105 27 22 20 17 86 19 16 15 17 24 16 24 17 67 81 17 31 26 13 20 18 19 24 28 11 21 90 84 17 19 17 18 71 20 21 21 10 19 9 15 11 6 12 61 42 22 23 15 15 12 10 16 10 6 8 52 40 24 Hour Total : 1167 AM peak hour begins : 11:30 AM peak volume : 92 Peak hour factor : 0.72 PM peak hour begins : 13:15 PM peak volume : 109 Peak hour factor : 0.94 ******************************************************************************* Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************************************************** Data File : D0513010.PRN Station : 000000051103 Identification : 000110252089 Interval : 15 minutes Start date : May 13, 15 Start time : 00:00 Stop date : May 13, 15 Stop time : 24:00 City/Town : Miami, Florida County : Dade Location : NW Z3 St Between NW 5 Ave & NW 2 Ave ******************************************************************************* May 13 Westbound Volume End Time 00 01 02 03 04 05 06 07 08 09 10 11 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 4 3 3 0 1 2 1 1 7 11 18 22 30 7 4 2 0 3 1 0 6 12 7 17 10 45 4 0 2 1 1 1 0 3 13 8 20 17 00 4 2 0 0 0 0 5 3 9 13 15 20 Hr Total 19 9 7 1 5 4 6 13 41 39 70 69 End Time 12 13 14 15 16 17 18 19 20 21 22 23 ---- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 18 23 16 21 18 33 14 20 22 9 16 8 30 25 25 28 24 18 20 36 23 17 13 8 15 45 23 16 19 27 23 25 12 12 17 14 7 3 00 18 30 22 28 18 18 16 18 17 13 13 17 Hr Total 84 94 85 100 77 96 78 73 73 49 ._44;.H 43 24 Hour Total : 1179 AM peak hour begins : 11:30 AM peak volume : 80 Peak hour factor : 0.80 PM peak hour begins : 15:00 PM peak volume : 100 Peak hour factor : 0.89 ******************************************************************************* Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************************************************** Data File : D0512007.PRN Station : 000000051104 Identification : 009600650020 Interval : 15 minutes Start date : May 12, 15 Start time : 00:00 Stop date : May 12, 15 Stop time : 24:00 City/Town : Miami, Florida County : Dade Location : NW 25 Street West of NW 3 Avenue ******************************************************************************* May 12 Westbound Volume End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 3 1 0 0 0 0 0 2 5 18 14 21 30 0 1 0 0 0 1 0 3 11 22 22 25 45 2 0 1 2 0 2 1 4 10 17 23 27 00 2 2 2 0 4 1 0 8 23 15 27 26 Hr Total 7 4 3 2 4 4 1 17 49 72 86 99 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 22 22 13 19 20 16 17 8 14 9 1 11 30 13 22 23 14 12 13 9 13 16 3 7 8 45 20 20 25 28 18 11 9 20 7 3 9 8 00 26 18 18 24 17 15 8 11 6 7 9 3 • Total 81 82 79 85 67 55 43 52 43 22 26 30 24 Hour Total : 1013 AM peak hour begins : 10:45 AM peak volume : 100 Peak hour factor : 0.93 PM peak hour begins : 12:30 PM peak volume : 90 Peak hour factor : 0.87 ******************************************************************************* Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************************************************** Data File Station Identification : Start date Stop date City/Town Location D0513007.PRN 000000051104 009600650020 May 13, 15 May 13, 15 Miami, Florida NW 25 Street West of NW 3 Interval Start time Stop time County Avenue . 15 minutes : 00:00 . 24 :00 : Dade ******************************************************************************* May 13 Westbound Volume End Time 00 01 15 30 45 00 2 1 3 2 Hr Total 8 2 1 3 2 02 03 04 05 1 0 0 0 2 0 0 0 1 0 0 0 0 0 0 2 8 4 0 0 2 06 07 0 1 1 3 4 3 4 5 5 16 08 09 7 11 7 26 51 28 20 18 34 100 10 11 9 19 25 24 11 11 21 20 77 63 End Time 12 15 13 23 30 15 28 45 14 12 00 23 19 Hr Total 65 ::482 13 14 17 30 21 10 78 15 25 23 19 20 16 17 20 19 21 20 20 18 11 13 87 80 62 18 19 11 15 3 9 10 5 8 8 33 36 20 12 13 4 14 43 21 10 5 5 8 28 22 23 11 6 10 9 36 13 10 7 4 39 24 Hour Total : 998 AM peak hour begins : 09:00 AM peak volume : 100 Peak hour factor : 0.74 PM peak hour begins : 12:30 PM peak volume : 88 Peak hour factor : 0.79 ******************************************************************************* Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 Data File : D0512001.PRN Station : 000000051105 Identification : 009701450036 Interval : 15 minutes Start date : May 12, 15 Start time : 00:00 Stop date : May 12, 15 Stop time : 24:00 City/Town : Miami, Florida County : Dade Location : NW 5 Avenue South of NW 25 Street ******************************************************************************* May 12 Northbound Volume for Lane 1 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 4 4 3 2 0 0 0 1 4 15 18 36 30 10 3 4 0 2 2 0 0 6 12 15 33 45 3 5 8 3 0 0 0 2 14 16 32 32 00 7 0 2 2 1 0 1 4 21 20 47 38 Hr Total 24 12 17 7 3 2 1 7 45 63 112 139 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 36 43 34 31 49 53 20 16 16 12 7 12 30 38 28 42 31 28 28 25 10 15 11 10 5 45 30 45 36 27 40 26 13 23 14 13 5 11 00 40 45 54 39 44 29 17 16 17 5 8 8 "r Total 144 161 166 128 161 136 75 65 62 41 30 36 4 Hour Total : 1637 AM peak hour begins : 10:30 AM peak volume : 148 Peak hour factor : 0.79 PM peak hour begins : 13:30 PM peak volume : 166 Peak hour factor : 0.92 ******************************************************************************* May 12 Southbound Volume for Lane 2 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 4 0 1 0 1 0 0 6 10 26 28 41 30 6 2 2 1 0 0 1 5 23 20 27 37 45 3 0 1 1 1 1 1 13 23 26 40 35 00 4 1 1 0 2 2 7 10 23 26 45 50 ---J_- Hr Total 17 3 5 2 4 3 9 34 79 98 140 163 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 39 46 37 22 31 38 31 27 13 15 7 7 30 42 43 18 32 39 29 27 15 8 7 7 8 45 38 30 36 33 31 24 21 22 14 10 5 3 00 32 34 40 42 30 28 23 22 9 11 13 5 -- Hr Total 151 153 131 129 131 119 102 86 44 43 32 23 24 Hour Total : 1701 AM peak hour begins : 11:30 AM peak volume : 166 Peak hour factor : 0.83 PM peak hour begins : 12:30 PM peak volume : 159 Peak hour factor : 0.86 **********************************************,******************************** Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 Data File : D0512001.PRN Station : 000000051105 Identification : 009701450036 Interval : 15 minutes Start date : May 12, 15 Start time : 00:00 Stop date : May 12, 15 Stop time : 24:00 City/Town : Miami, Florida County : Dade Location : NW 5 Avenue South of NW 25 Street ******************************************************************************* May 12 Total Volume for All Lanes End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 8 4 4 2 1 0 0 7 14 41 46 77 30 16 5 6 1 2 2 1 5 29 32 42 70 45 6 5 9 4 1 1 1 15 37 42 72 67 00 11 1 3 2 3 2 8 14 44 46 92 88 Hr Total 41 15 22 9 7 5 10 41 124 161 252 302 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 75 89 71 53 80 91 51 43 29 27 14 19 30 80 71 60 63 67 57 52 25 23 18 17 13 45 68 75 72 60 71 50 34 45 28 23 10 14 00 72 79 94 81 74 57 40 38 26 16 21 13 Hr Total 295 314 297 257 292 255 177 151 106 84 62 5S 24 Hour Total : 3338 AM peak hour begins : 10:30 AM peak volume : 311 Peak hour factor : 0.85 PM peak hour begins : 13:00 PM peak volume : 314 Peak hour factor : 0.88 ******************************************************************************* Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 Data File : D0513006.PRN Station : 000000051105 Identification : 009701450036 Interval : 15 minutes Start date : May 13, 15 Start time : 00:00 Stop date : May 13, 15 Stop time : 24:00 City/Town : Miami, Florida County : Dade Location : NW 5 Avenue South of NW 25 Street ******************************************************************************* May 13 Northbound Volume for Lane 1 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 7 2 2 0 0 0 0 0 13 22 25 33 30 5 6 4 0 3 2 0 5 13 17 9 30 45 0 6 1 0 2 0 2 1 12 12 38 29 00 7 1 1 1 0 0 1 2 20 25 22 39 Hr Total 19 15 8 1 5 2 3 8 58 76 94 131 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 41 39 29 36 30 47 21 23 19 18 15 9 30 38 43 37 46 41 64 33 16 28 14 14 10 45 32 39 22 33 40 39 16 18 11 6 10 12 00 31 33 38 40 41 28 11 13 20 9 8 14 • Total 142 154 126 155 152 178 81 70 78 47 47 45 24 Hour Total : 1695 AM peak hour begins : 11:30 AM peak volume : 147 Peak hour factor : 0.90 PM peak hour begins : 16:30 PM peak volume : 192 Peak hour factor : 0.75 ******************************************************************************* May 13 Southbound Volume for Lane 2 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 3 1 2 0 0 0 1 10 18 30 16 22 30 1 4 2 1 0 0 4 7 3 31 24 32 45 11 5 0 1 0 1 2 8 21 28 38 38 00 4 2 1 0 0 4 10 5 26 31 27 34 Hr Total 19 12 5 2 0 5 17 30 68 120 105 126 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 38 37 40 27 39 64 30 17 19 15 12 ^-11 30 35 41 39 30 43 39 17 16 14 7 8 6 45 41 33 29 35 37 45 26 27 11 12 8 7 00 37 29 30 35 41 30 28 17 17 10 6 2 Hr Total 151 140 138 127 160 178 101 77 61 44 34 26 24 Hour Total : 1746 AM peak hour begins : 11:30 AM peak volume : 145 Peak hour factor : 0.88 DM peak hour begins : 16:45 PM peak volume : 189 Peak hour factor : 0.74 ***************************************************************************** Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 ******************************************************************************** Data File : D0513006.PRN Station : 000000051105 Identification : 009701450036 Interval : 15 minutes Start date : May 13, 15 Start time : 00:00 Stop date : May 13, 15 Stop time : 24:00 City/Town : Miami, Florida County : Dade Location : NW 5 Avenue South of NW 25 Street ******************************************************************************* May 13 Total Volume for All Lanes End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 10 3 4 0 0 0 1 10 31 52 41 55 30 6 10 6 1 3 2 4 12 16 48 33 62 45 11 11 1 1 2 1 4 9 33 40 76 67 00 11 3 2 1 0 4 11 7 46 56 49 73 Hr Total 38 27 13 3 5 7 20 38 126 196 199 257 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 79 76 69 63 69 111 51 40 38 33 27 20 30 73 84 76 76 84 103 50 32 42 21 22 16 45 73 72 51 68 77 84 42 45 22 18 18 19 00 68 62 68 75 82 58 39 30 37 19 14 16 Hr Total 293 294 264 282 312 356 182 147 139 91 81 71 24 Hour Total : 3441 AM peak hour begins : 11:30 AM peak volume : 292 Peak hour factor : 0.92 PM peak hour begins : 16:45 PM peak volume : 380 Peak hour factor : 0.86 ******************************************************************************* Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************************************************** Data File : D0512009.PRN Station : 000000051106 Identification : 009601150081 Interval : 15 minutes Start date : May 12, 15 Start time : 00:00 Stop date : May 12, 15 Stop time : 24:00 City/Town : Miami, Florida County : Dade Location : NW 2 Avenue South of NW 25 Street ******************************************************************************* May 12 Northbound Volume for Lane 1 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 33 9 8 11 1 10 10 37 55 50 73 69 30 37 9 3 0 4 7 10 40 85 62 80 79 45 20 11 8 0 1 9 23 45 69 65 58 78 00 12 16 8 4 3 17 27 52 75 52 75 64 Hr Total 102 45 27 15 9 43 70 174 284 229 286 290 End Time 12 13 14 15 16 17 18 19 20 21 22 23 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 93 104 94 103 121 150 132 82 80 61 46 45 30 70 88 92 115 115 143 109 77 73 49 43 34 45 79 70 99 111 114 133 102 64 65 52 35 41 00 98 109 103 116 108 116 86 84 56 45 48 46 Total 340 371 388 445 458 542 429 307 274 207 172 166 24 Hour Total : 5673 AM peak hour begins : 11:15 AM peak volume : 314 Peak hour factor : 0.84 PM peak hour begins : 17:00 PM peak volume : 542 Peak hour factor : 0.90 ******************************************************************************* May 12 Southbound Volume for Lane 2 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 30 15 8 5 0 3 13 56 97 116 74 71 30 25 14 5 4 2 13 23 73 105 95 56 72 45 21 7 3 6 7 5 39 73 104 69 72 76 00 23 5 11 5 5 8 58 99 107 66 60 81 Hr Total 99 41 27 20 14 29 133 301 413 346 262 300 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 81 95 103 83 72 68 81 77 70 57 48 60 30 74 96 92 77 80 68 84 55 74 54 60 46 45 75 95 79 82 69 84 87 68 66 51 42 35 00 79 97 81 67 72 65 67 66 69 50 52 35 Hr Total 309 383 355 309 293 285 319 266 279 212 202 176 24 Hour Total : 5373 AM peak hour begins : 08:15 AM peak volume : 432 Peak hour factor : 0.93 DM peak hour begins : 13:15 PM peak volume : 391 Peak hour factor : 0.95 ***************************************************************************** Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 ******************************************************************************** Data File : D0512009.PRN Station : 000000051106 Identification : 009601150081 Interval : 15 minutes Start date : May 12, 15 Start time : 00:00 Stop date : May 12, 15 Stop time : 24:00 City/Town : Miami, Florida County : Dade Location : NW 2 Avenue South of NW 25 Street ******************************************************************************* May 12 Total Volume for All Lanes End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 63 24 16 16 1 13 23 93 152 166 147 140 30 62 23 8 4 6 20 33 113 190 157 136 151 45 41 18 11 6 8 14 62 118 173 134 130 154 00 35 21 19 9 8 25 85 151 182 118 135 145 Hr Total 201 86 54 35 23 72 203 475 697 575 548 590 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 174 199 197 186 193 218 213 159 150 118 94 105 30 144 184 184 192 195 211 193 132 147 103 103 80 45 154 165 178 193 183 217 189 132 131 103 77 76 00 177 206 184 183 180 181 153 150 125 95 100 81 Hr Total 649 754 743 754 751 827 744 573 553 419 374 342 24 Hour Total : 11046 AM peak hour begins : 08:15 AM peak volume : 711 Peak hour factor : 0.94 PM peak hour begins : 17:00 PM peak volume : 827 Peak hour factor : 0.95 ******************************************************************************* Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************************************************** Data File : D0513009.PRN Station : 000000051106 Identification : 009601150081 Interval : 15 minutes Start date : May 13, 15 Start time : 00:00 Stop date : May 13, 15 Stop time : 24:00 City/Town : Miami, Florida County : Dade Location : NW 2 Avenue South of NW 25 Street ******************************************************************************* May 13 Northbound Volume for Lane 1 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 21 15 10 6 4 9 14 30 50 75 83 86 30 22 17 6 6 4 10 19 53 66 67 58 78 45 28 23 9 2 4 7 22 37 71 43 76 88 00 18 16 4 3 10 11 24 32 67 72 77 78 Hr Total 89 71 29 17 22 37 79 152 254 257 294 330 End Time 12 13 14 15 16 17 18 19 20 21 22 23 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15 86 81 87 110 117 147 140 109 90 70 53 62 30 82 92 95 128 109 174 129 81 78 56 62 47 45 87 94 86 134 128 143 118 79 85 64 54 68 00 93 80 96 130 152 128 113 88 63 55 60 47 Total 348 347 364 502 506 592 500 357 316 245 229 224 24 Hour Total : 6161 AM peak hour begins : 11:30 AM peak volume : 334 Peak hour factor : 0.95 PM peak hour begins : 16:45 PM peak volume : 616 Peak hour factor : 0.89 ******************************************************************************* May 13 Southbound Volume for Lane 2 End Time 00 01 02 03 04 05 06 07 08 09 10 11 15 46 20 18 11 3 23 18 61 97 109 60 68 30 39 27 15 8 7 18 19 72 108 96 81 63 45 31 14 12 6 14 14 48 87 85 70 74 70 00 28 22 11 13 14 21 47 82 111 68 70 77 Hr Total 144 83 56 38 38 76 132 302 401 343 285 278 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 79 89 64 75 99 81 88 73 61 41 53 48 30 87 80 90 86 92 75 70 63 72 51 44 47 45 77 89 88 85 87 64 72 54 49 58 49 39 00 69 95 103 95 66 64 78 73 52 67 48 40 Hr Total 312 353 345 341 344 284 308 263 234 217 194 174 24 Hour Total : 5545 AM peak hour begins : 08:15 AM peak volume : 413 Peak hour factor : 0.93 PM peak hour begins : 15:45 PM peak volume : 373 Peak hour factor : 0.94 ***************************************************************************** Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 *************** Data File Station Identification Start date Stop date City/Town Location *************** May 13 : D0513009.PRN : 000000051106 : 009601150081 : May 13, 15 : May 13, 15 : Miami, Florida Interval Start time Stop time County 15 minutes : 00:00 : 24:00 : Dade : NW 2 Avenue South of NW 25 Street **************************************************************** Total Volume for All Lanes End Time 00 15 30 45 00 67 61 59 46 Hr Total 233 01 02 35 44 37 38 28 21 21 15 03 17 14 8 16 04 7 11 18 24 05 32 28 21 32 06 32 38 70 71 07 08 09 10 11 91 125 124 114 154 85 55 60 113 211 454 147 184 143 154 174 163 139 141 156 113 150 158 178 140 147 155 655 600 579 608 End Time 12 13 15 165 170 30 169 172 45 164 183 00 162 175 Hr Total 660 .700 14 15 151 185 174 199 709 185 214 219 225 843 16 17 216 201 215 218 850 228 249 207 192 876 18 228 199 190 191 808 19 20 21 22 23 182 151 111 106 110 144 150 107 106 94 133 134 122 103 107 161 115 122 108 87 620 550 462 423 , 39E 24 Hour Total : 11706 AM peak hour begins : 08:15 AM peak volume : 692 Peak hour factor : 0.94 PM peak hour begins : 16:30 PM peak volume : 910 Peak hour factor : 0.91 ******************************************************************************* Intersection Turning Movement Counts NW 29TH STREET & NW 5TH AVENUE MIAMI, FLORIDA COUNTED BY: DREXYL EINTNIEAR SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00150103 Start Date: 05/13/15 File I.D. : 29ST 5AV Page 1 NW 5TH AVENUE 1NW 29TH STREET 1NW 5TH AVENUE INW 29TH STREET [ Prom North 1Prom East 'From South 1From West UTurn Left Thru Right 1 UTurn Left Thru Right UTurn Left Thru Right 1 UTurn Left Thru Right 1 Total Date 05/13/15 07:00 3 1 4 29 1 0 2 31 4 1 0 1 0 0 1 0 5 79 3 I 162 07:15 3 8 1 16 1 0 2 39 5 1 0 0 0 0 1 0 9 87 5 I 177 07:30 0 5 5 12 1 0 0 45 5 1 0 1 2 0 1 0 9 100 B I 192 07:45 0 6 8 17 l 0 2 46 4 1 0 2 0 1 1 0 17 88 7 1 200 Hr Total 6 22 18 76 1 0 6 161 18 0 4 2 1 1 0 40 354 23 1 731 08:00 0 9 11 20 1 0 0 56 6 0 7 2 3 1 0 17 90 24 1 245 08:15 0 5 13 20 1 0 7 37 12 1 1 9 6 3 1 0 16 84 13 I 226 08:30 0 9 19 24 0 2 40 8 1 1 8 4 5 0 8 83 16 I 227 08:45 0 8 26 23 1 0 8 30 4 1 3 8 5 2 1 0 11 84 36 1 248 Hr Total 0 31 69 87 0 17 163 30 1 5 32 17 13 0 52 341 B3 I 946 * BREAK * 16:00 1 5 17 20 1 0 9 82 7 4 15 17 10 I 0 12 65 16 1 280 16:15 0 3 13 10 1 0 18 72 11 1 3 15 22 21 1 0 19 82 11 ] 300 16:30 0 4 16 15 0 10 101 7 4 18 21 15 1 0 16 65 17 1 309 16:45 0 5 13 19 1 0 9 97 16 1 5 19 27 7 1 0 24 105 13 1 361 Hr Total 1 17 59 64 I 0 46 352 43 1 16 67 87 53 1 0 71 317 57 1 1250 17:00 1 5 13 15 1 0 16 116 11 1 4 12 36 15 1 0 21 61 14 1 340 17:15 0 6 12 16 1 0 5 127 16 1 25 46 14 1 0 20 65 9 [ 36( 17:30 0 5 6 23 1 0 6 108 15 [ 4 33 71 21 0 28 85 12 1 41S 17:45 1 7 13 20 1 1 3 99 13 1 5 13 29 12 1 0 11 77 15 1 319 Hr Total 2 23 46 74 1 1 30 450 57 1 14 83 184 62 1 0 80 268 50 1 1444 *TOTAL* 9 93 192 301 1 1 99 1126 148 1 35 186 29D 129 1 0 243 1300 219 I 4371 NW 29TH STREET & NW 5TH AVENUE MIAMI, FLORIDA COUNTED BY: DREXYL EINTNIEAR -TGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone {561) 272-3255 ALL VEHICLES Site Code : 00150103 Start Date: 05/13/15 File I.D. 29ST_SAV Page 2 NW 5TH AVENUE INW 29TH STREET 1NW 5T11 AVENUE INw 29TH STREET I From North From East JFrom South 1Frnm West I 1 I 1 1 UTurn Left Thru Right I UTurn Left Thru Right 1 UTurn Left Thru Right I UTurn Left Thru Right I Total Date 05/13/15 Peak Hour Analysis By Entire Intersection for the Period: 07:00 to 09:00 on 05/13/15 Peak start 08:00 08:00 1 08:00 I D8:00 Volume 0 31 69 87 I 0 17 163 30 I 5 32 17 13 1 0 52 341 89 1 Percent 0% 17% 37% 47% 1 0% 8* 78% 14% 1 7% 481 25% 19* 1 0% 114 714 18% Pk total 187 1 210 1 67 1 482 Highest 08:45 1 08:0o 1 08:15 1 08:00 volume 0 8 26 23 1 0 0 56 6 1 1 9 6 3 1 0 17 90 24 1 Hi total 57 1 62 f 19 1 131 PHF .82 1 .85 1 .68 I .92 0 87 0 87 i NTW 29TH STREET 37 163 287 87 52 52 341 NW 5TH AVENUE 69 31 69 31 187 286 341 482 89 89 0 J 769 52 17 30 99 0 • ALL VEHICLES Intersection Total. 946 242 595 0 30 30 210 163 r-- 67 17 37 17 69 89 175 37 17 NW 5TH AVENUE 163 17 17 31 385 341 13 NW 29TH STREET 13 0 13 0 NW 29TH STREET & NW 5TH AVENUE MIAMI, FLORIDA COUNTED BY: DREXYL EINTNIEAR SIGNALIZE➢ Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00150103 Start Date: 05/13/15 File 2.D. : 29ST 5AV Page : 3 NW 5TH AVENUE INW 29TH STREET INW 5TH AVENUE INW 29TH STREET From North (From East (From South (From West I I UTurn Left Thru Right I UTurn Left Thru Right UTurn Left Thru Right 1 UTurn Left Thru Right I Total Date 05/13/15 Peak Hour Analysis By Entire Intersection for the Period: 16:0D to 18:00 on 05/13/15 Peak start 16:45 I 16:4s 1 15:45 16:45 Volume 1 21 46 73 0 35 448 62 14 89 182 57 0 93 315 48 Percent 1% 15% 33% 52% 1 0% 7% 82% 11% 1 4% 26% 53% 17% 0% 20% 69% 11% Pk total 141 I 546 342 457 Highest 16:45 17:15 17:30 16:45 Volume 0 5 13 19 0 5 127 18 4 33 71 21 0 24 105 13 Hi total 37 150 129 142 PHF .95 1 .91 1 .66 .80 NW 5TH AVENUE 0 73 46 22 IINIMIIIIL 0 73 46 22 141 I I 478 NW 29TH STREET 103 448 624 73 93 93 316 316 457 48 48 1 0 1,081 93 182 62 337 • ALL VEHICLES Intersection Total 1,486 36 46 48 130 472 • 103 103 NW 5TH AVENUE 941 0 0 62 62 448 546 448 342 • 182 182 36 36 22 395 316 57 NW 29TH STREET 57 0 57 0 NW 29TH STREET & NW 5TH AVENUE MIAMI, FLORIDA COUNTED BY: DREXYL EINTNIEAR "tGNAL22BD Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 PEDESTRIANS & BIKES Site Code : 00150103 Start Date: 05/13/15 File I.D. 29ST_SAV Page : 1 NW 5TH AVENUE INW 29TH STREET From North 1From East !NW 5TH AVENUE 1From South [NW 29TH STREET (From West Left BIKES Right Peds 1 Left BIKES Right Peds 1 Left BIKES Right Peds 1 Left BIKES Right Date 05/13/15 Peds 1 Total 07:00 0 2 0 2 I 0 0 0 1 1 0 1 0 0 1 0 0 0 0 1 6 07:15 0 0 0 0 1 0 0 0 0 1 0 2 0 0 1 0 0 0 0 1 2 07:30 0 1 0 1 1 0 0 0 0 1 0 0 0 1 1 0 0 0 1 1 4 07:45 0 0 0 1 1 0 0 3 0] 0 1 0 1 I 0 1 0 1 1 5 Hr Total 0 3 0 4 I 0 0 0 1 I 0 4 0 2 I 0 1 0 2 1 17 08:00 0 2 0 0 1 0 0 0 2 1 0 1 0 1 1 0 1 0 3 1 10 08:15 0 2 0 0 1 0 0 0 3 1 0 1 0 0 1 0 1 0 3 1 10 08:30 9 0 0 2 1 0 0 0 0 1 0 2 0 1 1 0 D 0 4 1 9 08:45 0 2 0 2 1 0 0 0 4 1 0 0 0 6 1 0 0 0 2 I 16 Hr Total 0 6 0 4 1 0 0 0 9 1 0 4 0 S 1 0 2 0 12 ] 45 * BREAK * 16:00 0 2 0 D 1 0 0 0 0 I 0 0 0 0 1 0 0 0 0 1 2 16:15 0 1 0 1 1 0 0 0 0 1 0 1 0 0 1 0 1 0 1 1 5 16:30 0 0 0 1 1 0 0 0 1 1 0 2 0 1 I 0 1 0 1 1 7 16:45 0 0 0 1 1 0 0 0 0 1 0 1 0 0] 0 0 0 2 1 4 Er Total 0 3 0 3 1 0 0 0 1 1 0 4 0 1 1 0 2 0 4 1 16 17:00 0 0 0 0] 0 0 0 6 1 0 0 0 1 1 0 3 0 1 1 11 15 0 0 0 1 1 0 1 0 D 1 0 1 0 1 1 0 0 0 1 1 s .30 0 1 0 0 1 0 0 0 1 1 0 1 0 1 1 0 0 0 D I 4 17:45 0 1 0 1 1 0 0 0 0] 0 0 ❑ 2 f 0 0 0 5 I 9 Hr Total 0 2 0 2 1 0 1 0 7] 0 2 0 5 1 0 3 0 7 I 29 *TOTAL* 0 14 0 13 1 0 1 0 18 1 0 14 0 16 1 0 8 0 25 1 109 3 jI W 2Qs1 E-- l.0 caErie%4014 gok-AM nez Mai 13 2oIS 61(awn by; lAkt Qa1,vM:i,eto sya.taezi, NW 29TH STREET & NW 2ND AVENUE MIAMI, FLORIDA COUNTE➢ BY: MARCELL0 MIND-WILZEIC 'TGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone f561) 272-3255 ALL VEHICLES Site Code : 00150103 Start Pate: 05/13/15 File I.D. 29ST 2AV Page : 1 NW 2ND AVENUE 1NN 29TH STREET 1NW 2ND AVENUE 1NW 29TH STREET From North 'From East 'From South (From West UTurn Left Thru Right 1 UTurn Left Thru Right UTurn Left Thru Right 1 UTurn Lett Thru Right 1 Total Date 05/13/15 07:00 0 11 44 5 1 0 11 26 7 1 0 2 19 2 1 0 18 50 9 1 204 07:15 0 6 43 9 0 14 34 5 0 4 36 4 0 11 64 12 242 07:30 0 17 70 10 1 0 22 46 10 1 0 2 25 10 1 0 8 76 5 1 301 07:45 0 14 73 11 1 0 12 41 9 1 0 3 16 9 1 0 9 71 8 1 276 Hr Total o 48 230 35 1 0 59 147 31 1 0 11 96 25 1 0 46 261 34 1 1023 08:00 0 15 80 5 1 0 26 51 5 1 0 5 39 5 1 0 10 65 9 1 335 08:15 0 18 72 10 0 16 39 9 1 0 3 47 14 1 0 6 66 9 309 08:30 0 7 86 9 1 0 20 37 16 1 0 4 54 8 1 0 11 60 6 1 318 08:45 0 23 72 10 1 0 35 42 2 1 0 5 34 10 1 0 13 68 9 1 323 Hr Total 0 63 310 34 1 0 97 169 32 I 0 17 174 37 1 0 40 279 33 1 1285 * BREAK * 16:00 0 9 51 10 1 0 19 75 13 1 0 13 78 19 I 0 22 58 11 1 378 16:15 0 4 57 14 1 0 21 75 7 1 0 8 74 18 0 22 75 14 1 389 16:30 0 5 44 9 1 0 22 91 16 1 0 16 90 11 0 13 72 6 1 395 16:45 0 7 37 9 1 0 19 84 18 1 0 16 95 8 D 18 87 12 1 410 Hr Total 0 25 169 42 1 0 81 325 54 I 0 53 337 56 j 0 75 292 43 1 1572 17:00 0 6 43 11 1 0 25 109 12 1 0 13 99 19 1 0 21 70 9 437 15 0 4 35 14 0 24 113 15 0 11 103 19 0 15 62 11 1 426 :30 0 3 42 11 0 20 9❑ 13 f 0 14 98 15 1 0 24 63 12 425 17:45 0 6 45 10 1 0 29 88 14 1 0 13 78 21 1 0 23 69 10 1 406 Hr Total 0 19 165 46 1 0 98 400 54 1 0 51 378 74 1 0 83 284 42 1 1694 *TOTAL* 155 894 157 1 0 335 1041 171 1 0 132 985 192 0 244 1116 152 1 5574 NW 29TH STREET & NW 2ND AVENUE MIAMI, FLORIDA COUNTED BY: MARCELLO MINO-WILZEK SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00150103 Start Date: 05/13/15 File I.D. 29ST 2AV Page : 2 NW 2ND AVENUE INW 29TH STREET INW 2ND AVENUE INW 29TH STREET I From North (From East (From South IFrom West 1 1 UTurn Left Thru Right I UTurn Left Thru Right 1 UTurn Left Thru Right 1 UTurn Left Thru Right E Total Date 05/13/15 Peak Hour Analysis By Entire Intersection for the Period: 07:00 to 09:00 on 05/13/15 Peak start 08:00 1 08:00 08:00 1 08:00 Volume 0 63 310 34 1 0 97 169 32 0 17 174 37 1 0 40 279 33 Percent 0% 154 76% 8% 04 33% 57% 11% 05 7t 764 164 1 0% 11% 795 91 Pk total 407 298 228 352 Highest 08:45 08:00 08730 1 08:00 Volume 0 23 72 10 1 0 26 51 5 0 4 54 B 0 10 65 9 Hi total 105 1 82 66 104 PHF .97 1 _91 .66 .85 NW 2ND AVENUE • 0 34 310 63 milmmoimmmmmml 0 34 310 63 �---- 407 653 NW 29TH STREET 17 169 220 34 40 40 279 279 352 • 33 33 J 0 572 40 174 32 246 • ALL VEHICLES Intersection Total 1,285 668 677 0 0 32 32 298 169 228 97 17 • 174 310 33 440 17 174 NW 2ND AVENUE 169 97 97 63 379 279 37 NW 29TH STREET 37 0 37 0 NW 29TH STREET & NW 2ND AVENUE MIAMr, FLORTDA COUNTED BY: MARCELLO MINO-WILZEK 'TONALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code ; 00150103 Start Date: 05/13/15 File I.D. : 29ST_2AV Page : 3 NW 2ND AVENUE From North [NW 29TH STREET (From East jNW 2ND AVENUE [From South !NW 29TH STREET !From West UTurn Left Thru Right [ UTurn Left Thru Right [ UTurn Left Thru Right [ UTurn Left Thru Right [ Total Date 05/13/15 Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 05/13/15 Peak start 16;45 [ 16:45 [ 16:45 16:45 Volume 0 20 157 45 [ 0 88 396 58 [ 0 54 395 61 0 78 302 44 1 Percent 04 9% 714 20% [ 0% 16% 73* 11% [ 0% 11% 77% 12% 0% 10* 71% 10* [ Pk total 222 [ 542 [ 510 424 Highest 17:00 [ 17:15 [ 17:15 17:30 Volume 0 6 43 11 0 24 113 15 [ 0 11 103 19 0 24 83 12 Hi total 60 [ 152 [ 133 119 PHF .92 .89 [ .96 .89 NW 29TH STREET 54 396 495 45 0 45 0 45 I 78 78 302 NW 2ND AVENUE 157 157 222 20 20 302 424 44 44 0 1 919 753 78 395 58 531 0 ALL VEHICLES Intersection Total 1,698 88 157 44 289 799 • 54 54 NW 2ND AVENUE 925 0 58 58 542 396 510 • 395 395 396 88 88 20 383 302 61 NW 29TH STREET 61 0 61 0 NW 29TH STREET & NW 2ND AVENUE MIAMI, FLORIDA COUNTED BY: MARCELLO MINO-WILZEK SIGNALIZED Traffic Survey Specialists, Inc- 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 PEDESTRIANS & BIKES Site Code : 00150103 Start Date: D5/13/15 File I.D. : 29ST 2AV Page : 1 NW 2ND AVENUE INW 29TH STREET 1NW 2ND AVENUE 1NW 29TH STREET From North (From East (From South (From West Left BIKES Right Peds I Left BIKES Right Peds 1 Left BIKES Right Peds I Left BIKES Right Peds 1 Total Date 05/13/15 07:00 0 3 0 D I 0 0 0 0 1 0 0 0 0 1 0 0 0 2 1 5 07:15 0 1 0 2 I 0 0 0 2 1 0 1 0 0 1 0 1 0 3 1 10 07:30 0 0 0 0 1 0 0 0 2 1 0 0 0 0 1 0 4 0 0 1 6 07:45 0 0 0 0 I 0 3 0 1 1 0 0 0 0 1 0 1 0 1 1 6 Hr Total 0 4 0 I 0 3 0 5 1 0 1 0 0 1 0 6 0 6 1 27 08:00 0 0 0 D 1 0 0 0 0 1 0 0 0 0 1 0 2 0 0 1 2 08:15 0 1 0 2 1 0 1 0 9 1 0 0 0 0 1 0 1 0 0 1 14 08:30 0 1 0 0 I 0 0 0 0 1 0 2 0 0 1 0 0 0 1 1 4 08:45 0 1 0 D, 0 0 0 0 1 0 0 0 1 1 0 2 0 2 1 6 Nr Total 0 3 0 I 0 1 0 9 1 0 2 0 1 1 0 5 0 3 1 26 * BREAK * 16:00 0 1 0 3 I 0 0 0 2 1 0 0 0 2 1 0 5 0 9 1 22 16 :15 0 1 0 0 I 0 2 0 0 1 0 2 0 4 1 D 1 0 2 1 12 16:30 0 0 0 0 1 0 2 0 4 1 0 0 0 1 1 0 2 0 7 I 16 16:45 0 0 0 0] 0 4 0 0 1 0 0 0 3 1 0 0 0 3 1 10 Hr Total 0 2 0 3 1 0 8 0 6{ 0 2 0 10 I 0 8 0 21 1 60 17:00 0 0 0 0 1 0 1 0 0 1 0 1 0 0 I 0 2 0 ❑ I 4 17:15 0 2 0 1 1 0 1 0 3 1 0 0 0 0 1 0 3 0 10 1 2f 17:30 0 1 0 1 1 0 0 0 2 1 0 1 0 0 1 0 3 0 4 I 12 17:45 0 0 0 0 1 0 1 0 1 1 0 0 ❑ 2 1 0 1 0 2 I 7 Br Total 0 3 0 2 1 0 3 0 6 1 0 2 0 2 1 0 9 0 16 1 43 *TOTAL* 0 12 0 9 1 0 15 0 26 1 0 7 0 13 1 0 28 0 46 1 156 .z_r> 3 7t.liCoLvikt 66tcaki ��awli th(1dC, Mrs ! 3 (Zo IS ckwin (0(S. (AVS aLot-Gito s;5 n a.i,(-ZE.d NE/NW 29TH STREET & N MIAMI AVENUE MIAMI, FLORIDA COUNTED BY: ROLANDO MARTINEZ SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code 00150103 Start Date: 05/13/15 File I.D. : 29STMIAM Page : 1 N MIAMI AVENUE INE 29TH STREET IN MIAMI AVENUE INW 29TH STREET From North (From East (From South 'From West i f ! I UTurn Left Thru Right UTurn Left Thru Right 1 UTurn Left Thru Right J UTurn Left Thru Right I Total Date 05/13/15 07:00 0 5 157 20 i 0 4 18 6 j 0 2 38 3 1 0 2 36 7 1 300 07:15 0 6 179 18 0 2 30 12 { 0 1 48 5 0 12 57 15 385 07:30 0 4 201 17 f 0 6 41 6 j 0 1 49 7 0 16 69 13 430 07:45 0 6 307 15 1 0 11 35 6 1 0 1 78 7 J 0 19 60 19 1 564 Hr Total 0 21 844 70 1 0 23 124 30 1 0 5 213 22 1 0 49 224 54 1 1679 08:00 0 2 302 25 0 12 55 7 j 0 0 88 8 0 8 76 23 606 08:15 0 1 322 16 1 0 15 51 19 1 0 0 79 6 0 10 72 20 611 08:30 0 10 267 21 1 0 13 46 13 1 0 1 66 7 0 13 61 12 1 534 06:45 0 2 327 31 1 0 17 3B 13 1 0 2 62 7 1 0 11 58 23 1 591 Hr Total 0 15 1218 93 1 0 57 192 52 1 0 3 297 28 ! 0 42 267 78 1 2342 * BREAK " 16:00 0 3 118 30 1 0 8 64 26 1 0 4 214 12 0 14 51 14 1 558 16:15 0 6 126 33 1 0 9 64 33 0 6 184 23 1 0 29 50 10 573 16:30 0 9 113 29 ] 0 8 83 24 j 0 5 282 17 0 33 53 8 664 16:45 0 4 121 32 1 0 8 74 23 1 0 15 266 33 0 22 62 8 1 668 Hr Total 0 22 478 124 1 0 33 285 106 1 0 30 946 85 1 0 98 216 40 1 2463 17:00 0 4 122 40 1 1 18 90 32 0 15 252 24 1 0 24 72 10 704 17:15 0 7 115 40 1 0 15 93 38 0 7 282 27 0 20 58 11 71? 17:30 0 4 124 33 1 0 14 81 29 1 0 11 264 30 1 0 22 66 12 1 691 17:45 0 10 131 37 1 0 19 74 30 1 0 11 276 16 1 0 28 73 12 1 717 Hr Total 0 25 492 150 1 1 66 338 129 1 0 44 1074 97 0 94 269 45 1 2824 *TOTAL. 0 83 3032 437 I 1 179 939 317 1 0 82 2530 232 1 0 283 976 217 j 9308 NE/NW 29TH STREET & N MIAMI AVENUE MIAMI, FLORIDA COUNTED BY: ROLANDO MARTINEZ - GNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00150103 Start Date: 05/13/15 File I.D. : 29STMIAM Page : 2 N MIAMI AVENUE INE 29TH STREET IN MIAMI AVENUE INW 29TH STREET From North IFrom East 'From South (From West UTurn Left Thru Right I UTurn Left Thru Right 1 UTurn Left Thru Right I UTurn Left Thru Right I Total Date 05/13/15 Peak Hour Analysis By Entire Intersection for the Period: 07:00 to 09:00 on 05/11/15 Peak start 08:00 08:O0 06:00 06:00 Volume 0 15 1216 93 0 57 192 52 0 3 297 28 0 42 267 76 Percent 0% 1% 92% 7W 0% 19% 64% 17% 0% 1% 91% 9% 1 0% 11% 69% 206 Pk total 1326 301 328 1 387 Highest 06:45 08:15 06:00 1 08:00 Volume 0 2 327 31 0 15 51 19 0 0 88 B 0 B 76 23 Hi total 360 65 96 107 PHF .92 .89 .85 .90 iW 29TH STREET 3 192 288 93 0 • 93 0 93 42 42 267 1 N MIAMI AVENUE • 1,218 15 1,218 15 1,326 267 387 78 78 0 1 675 1,717 • ALL VEHICLES 42 297 52 391 Intersection Total 2,342 1,681 57 3 1,218 78 1,353 3 N MIAMI AVENUE 611 0 0 • 52 52 301 192 328 • 297 297 192 57 57 15 310 267 28 NE 29TH STREET 28 0 28 0 NE/NW 29TH STREET & N MIAMI AVENUE MIAMI, FLORIDA COUNTED BY: ROLANDO MARTINEZ SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00150103 Start Date: 05/13/15 File I.D. : 29STMIAM Page : 3 N MIAMI AVENUE 1NE 29TH STREET {N MIAMI AVENUE INW 29TH STREET I From North (From East ]From South 'From West I 1 1 UTurn Left Thru Right I UTurn Left Thru Right 1 UTurn Left Thru Right 1 UTurn Left Thru Right I Total Date 05/13/15 Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 05/13/15 Peak start 17:00 17:00 17:00 1 17:00 Volume 0 25 492 150 1 66 338 129 0 44 1074 97 0 94 269 45 Percent 04 4% 744 224 1 04 124 63% 244 0% 4% 884 84 1 0% 234 664 11% Pk total 667 1 534 1215 1 408 Highest 17:45 17:15 17:15 17:45 Volume 0 10 131 37 0 15 93 38 0 7 282 27 0 28 73 12 Hi total 178 146 316 113 PHF .94 1 .91 .96 .90 - 0 • 150 0 150 NW 29TH STREET 44 338 532 150 94 94 269 N MIAMI AVENUE 492 492 667 1 269 408 • 45 45 l 0 940 25 94 1,074 129 25 1,964 1,297 0 ALL VEHICLES Intersection Total 2,824 1,819 925 0 129 129 338 534 338 - 1,215 67 44 • 1,074 492 45 604 44 1,074 N MIAMI AVENUE 67 67 25 391 269 97 NE 29TH STREET 97 • 0 97 0 NE/NW 29TFi STREET & N MIAMI AVENUE MIAMI. FLORIDA COUNTED BY: ROLANDO MARTINEZ ^,NALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 PEDESTRIANS & BIKES Site Code : 00150103 Start Date: 05/13/15 File I.D. 29STMIAM Page : 1 N MIAMI AVENUE INE 29TH STREET fN MIAMI AVENUE From North (From Bast (From South INW 29TH STREET (From West Left BIKES Right Peds I Left BIKES Right Peds I Loft BIKES Right Peds I Left HIKES Right Peds 1 Total Date 05/13/15 07:00 0 2 0 ' 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 2 07:15 0 1 0 1 1 0 1 0 0 1 0 1 0 0 1 0 0 0 0 f 4 07:3❑ 0 0 0 1 1 0 0 0 0 1 0 0 0 D 1 0 1 0 0 1 2 07:45 0 3 0 1 1 0 2 0 0 1 0 1 0 0 1 0 0 0 ❑ 1 7 Hr Total 0 6 0 3 1 0 3 0 0 1 0 2 0 0 1 0 1 0 0 1 15 08:00 0 1 0 0 1 0 0 0 ❑ 1 0 0 0 0 1 0 0 0 1 I 2 08:15 0 1 0 3 1 0 1 0 ❑ 1 0 0 0 0 1 0 1 0 0 1 6 08:30 0 1 0 1 1 0 2 0 0 1 0 0 ❑ 2 1 0 0 0 0 I 6 08:45 0 3 0 1 1 0 0 0 0 1 0 1 0 0 1 0 1 0 0 1 6 Hr Total 0 6 0 5 1 0 3 0 0 I 0 1 0 2 1 D 2 0 11 20 BREAK * 16:00 0 0 0 2 1 0 1 0 3 1 0 D 0 2 1 0 0 0 5 1 13 16: 15 0 2 0 0 1 0 0 0 0 1 0 1 0 1 1 0 0 0 0 f 4 16:30 0 0 0 1 1 0 0 0 2 1 0 0 0 2 1 0 0 0 6 1 11 16:45 0 0 0 4 1 0 2 0 0 I 0 0 0 0 1 0 2 0 3 1 11 Hr Total 0 2 0 7 1 0 3 0 5 1 0 1 0 5 1 0 2 0 14 1 39 ^:00 0 2 0 2 1 0 2 0 0 1 0 0 0 0 1 0 0 0 2 1 8 15 0 0 0 8 I 0. 3 0 0 1 0 0 0 0 1 0 0 0 1 1 12 :30 0 2 0 1 1 0 1 0 1 1 0 1 0 2 1 0 2 0 0 1 10 17:45 0 1 0 1 1 0 1 0 3 1 0 0 0 5 1 0 1 0 0 1 12 Hr Total 0 5 0 12 1 0 7 0 4 1 0 1 0 7 f 0 3 0 3 1 42 *TOTAL* 0 19 0 27 1 0 16 0 9 1 0 5 0 14 I 0 8 0 18 1 116 vYicts-r i \i n14t 1_ li 1 1 tA&i IFLocida iklal (3 Flo is •IcitAidAbd‘,1A;5 kiVtilki, Y10 sna.Cizect Traffic Survey Specialists, Inc. NW 25TH STREET & NW 5TH AVENUE 624 Gardenia Terrace Site Code : 00150103 MIAMI, FLORIDA Delray Beach, Florida 33444 Start Date: 05/13/15 COUNTED BY: ANGEL CRUZ Phone {561) 272-3255 File I.D. : 25ST_5AV 'T SIGNALIZED Page : 1 ALL VEHICLES NW 5TH AVENUE INW 25TH STREET INW 5TH AVENUE I From North IFrom East (From South (From West I UTurn Left Thru Right I UTurn Left Thru Right I UTurn Left Thru Right I UTurn Left Thru Right I Total Date 05/13/15 07100 0 0 10 0 1 0 1 0 1 1 0 0 0 0 1 0 0 0 0 1 12 07:15 0 0 4 0 1 0 2 0 1 1 0 0 4 0 1 0 0 0 0 1 11 07:30 0 0 4 0 1 0 3 0 2 I 0 0 1 0 1 0 0 0 0 1 10 07:45 0 0 5 0 1 0 1 0 2 1 0 0 2 0 1 0 0 0 0 1 10 Hr Total 0 0 23 0 1 0 7 0 6 1 0 0 7 0 1 0 0 0 0 1 43 oa:oo 1 0 16 0 1 0 1 0 4 1 0 0 7 0 1 0 0 0 D 1 29 08:15 0 0 17 0 1 0 4 0 5 1 0 0 6 1 1 0 0 0 0 1 35 08:30 0 0 18 0 1 0 2 0 1 1 0 0 11 0 1 0 0 0 0 1 32 08:45 2 0 17 0 1 0 4 0 4 1 0 0 15 0 I 0 0 0 0 1 42 Hr Total 3 0 66 0 1 0 11 0 14 1 0 D 41 1 1 0 0 0 0 1 138 * BREAK * 16:00 2 0 27 0 1 0 9 0 15 I 1 0 21 0 1 0 0 0 0 1 75 16:15 3 0 29 0 1 0 6 0 12 1 1 0 29 0 1 0 0 0 0 1 aO 16:30 1 0 28 0 1 0 7 0 15 1 1 0 26 0 1 0 0 0 0 1 78 16:45 1 0 25 0 1 0 10 0 14 1 0 0 30 1 1 0 D 0 0 1 81 Hr Total 7 0 109 0 1 0 32 0 56 1 3 0 106 1 1 0 0 0 0 1 314 '7:00 0 0 40 0 1 0 21 0 19 1 0 0 32 0 1 0 0 0 0 1 111 15 2 0 24 0 1 0 7 0 13 1 2 0 39 0 1 0 0 0 0 1 87 :30 4 0 31 0 I 0 14 0 17 1 0 0 35 0 1 0 0 0 0 1 101 17:45 0 0 20 0 1 0 5 0 10 1 1 0 23 0 I 0 0 0 0 1 59 Hr Total 6 0 115 0 1 0 47 0 58 1 3 0 129 0 1 0 0 0 0 1 358 *TOTAL* 16 0 315 0 I 0 97 0 134 1 6 0 283 2 1 0 0 0 0 1 853 NW 25TH STREET & NW 5TH AVENUE MIAMI, FLORIDA COUNTED BY: ANGEL CRUZ NOT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00150103 Start Date: 05/13/15 File I.D. 25ST_SAV Page : 2 NW 5TH AVENUE From North UTurn Left Date 05/13/15 Peak Hour Analysis Peak start 08:00 Volume 3 Percent 4% Pk total 71 Highest 08:45 Vo1Ume 2 Hi total 19 PHF .93 0 0 0 'NW 25TH STREET 'From East INW 5TH AVENUE 'From South Thru Right I UTurn Left Thru Right ' UTurn Left 'From West Thru Right ' UTurn Left Thru Right I Total By Entire Intersection for 08:00 0 68 0 j 0 0* 96% o% 1 0* 25 08:15 0 17 0 ' 0 9 I .69 • D 0 0 0 0 0 0 0 0 0 0 0 the Period: 11 0 44% 0% 4 0 07:00 tO 09:00 on 05/13/15 08:00 14 ' 0 0 56t 1 0% 0% 42 08:4S 51 0 15 I .70 NW 5TH AVENUE 68 68 71 3 3 0 126 41 1 98% 24 0 15 0 41 14 55 ALL VEHICLES Intersection Total 138 121 11 0 68 0 79 0 NW 5TH AVENUE 05:00 0 0 0% 0% a 07:00 0 ' 0 0 0 .0 25 29 0 0 I 0% 0% 1 0 0 14 1 0I 0 14 0 0 11 11 4 NW 25TH STREET 0 0 3 0 1 NW 25TH STREET & NW 5TH AVENUE MIAMI, FLORIDA COUNTED BY: ANGEL CRUZ 'IT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, F1Oxida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00150163 Start Date: 05/13/15 File I.D. : 25ST 5AV Page : 3 NW 5TH AVENUE From North UTurn Left Date 05/13/15 Peak Peak start Volume Percent Pk total Highest Volume Hi total PHF 2 0 0 INW 25TH STREET 1Frorn East Thru Right I UTurn Left INW 5TH AVENUE !From South (Prom West Thru Right 1 UTurn Left Thru Right 1 UTurn Left Thru Right 1 Total Hour Analysis Hy Rntire intersection for 16:45 7 0 120 6% 0% 127 17:00 0 0 40 40 .79 2 0 941 01 0 0 0 0 0 0 0 0 0 0 0 the Period: 16:00 t0 18:00 an 05/13/15 16:45 0 52 0% 461 114 17:00 0 21 39 .73 16:45 0 62 ! 2 01 541 1 It 139 17:15 0 18 1 2 41 .85 NW 5TH AVENUE 0 120 7 0 120 7 127 325 2 16:45 0 136 1 0 0 0 0 0% 98% 11 0t 0% 0t 01 0 07:00 0 39 0 0 0 0 0 0 I .0 0 136 62 198 • ALL VEHICLES Intersection Total 380 311 52 2 120 0 172 2 NW 5TH AVENUE 114 122 139 • 136 136 0 0 62 62 0 0 52 52 8 NW 25TH STREET 7 0 1 0 0 NW 25TH STREET & NW 5TH AVENUE MTAMI, FLORIDA COUNTED BY: ANGEL CRUZ NOT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 PEDESTRIANS & BIKES Site Code : 00150103 Start Date: 05/13/15 File I.D. 25ST 5AV Page : 1 NW 5TH AVENUE 1NW 25TH STREET 1NW 5TH AVENUE From North [From East From South From West Left BIKES Right Peds ( Left BIKES Right Peds ( Left BIKES Right Peds ( Left HIKES Right Peds 1 Total Date 05/13/15 07:00 0 0 0 1 1 0 0 0 0( 0 0 0 0 1 0 0 0 0( 1 07:15 0 0 0 0 1 0 0 0 0( 0 1 0 0 1 0 0 0 0 1 1 07:30 0 0 0 0 1 0 0 0 0( 0 0 D 0 1 0 0 0 0 0 07:45 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 1 1 1 Hr Total 0 0 0 1 1 0 0 0 0( 0 1 0 0( 0 0 0 1 1 3 08:00 0 0 0 0 1 0 0 0 3 1 0 0 0 0 1 0 0 0 0 3 08:15 0 0 0 0( 0 1 0 2( 0 0 0 0 1 0 0 0 0 1 3 08:30 0 0 0 0( 0 0 0 2 1 0 0 0 0( 0 1 0 0( 3 08:45 0 0 0 0 1 0 0 0 1 1 0 0 0 0 1 0 1 0 0 1 2 Ur Total 0 0 0 0 1 0 1 0 8 1 0 0 0 0 1 0 2 0 0( 11 * BREAK 16:00 0 0 0 2( 0 1 D 4 1 0 0 0 5 1 0 0 0 3 1 15 16:15 0 0 0 1 1 0 0 0 6 1 0 0 0 3 1 0 0 0 3 1 13 16:30 0 0 0 3 1 0 1 0 5 1 0 0 0 3 1 0 0 0 D 1 12 16:45 0 0 0 0 1 0 0 0 5 1 0 0 D 3 1 0 0 0 3 1 11 Hr Total 0 0 0 6 1 0 2 0 20 1 0 0 0 14 1 0 0 0 9 1 51 17:00 0 0 0 3 1 0 0 0 2 1 0 0 0 4 1 0 3 0 0 1 12 17:15 0 0 0 0 1 0 0 0 3 1 0 0 0 4 1 0 0 0 7 1 14 17:30 0 0. 0 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 17:45 0 0 0 0( 0 0 0 2( 0 0 0 0 L 0 0 0 0_1 2 Hr TOta1 0 0 0 3( 0 0 0 7 1 0 0 0 8( 0 3 0 7 1 28 *TOTAL* 0 0 0 10 1 0 3 0 35 1 0 1 0 22 1 0 5 0 17 1 93 3 2 r~+ A A RtQ.wk,.k, IFLofi- dcc, gam t20i 5" ct'awl1ui6 exkk) rtki nc� ho T ;ifdCIa,�� Traffic Survey Specialists, Inc. NW 25TH STREET & NW 2ND AVENUE 624 Gardenia Terrace Site Code 00150103 MIAMI, FLORIDA Delray Beach, Florida 33444 Start Date: 05/13/15 COUNTED BY: ISIDRO GONZALEZ Phone {561) 272-3255 File I.D. : 25ST_2AV NOT SIGNALIZED Page : 1 ALL VEHICLES NW 2ND AVENUE INW 25TH STREET From North 'From East 1Nw 2ND AVENUE (From South INN 25TH STREET 'From west UTurn Left Thru Right 1 UTurn Left Thru Right 1 UTurn Left Thru Right 1 UTurn Left Thru Right I Total Date 05/13/15 07:00 0 0 62 1 1 0 4 0 D 1 0 3 28 0 1 0 0 0 0 1 98 07:15 0 6 70 1 1 0 2 1 1 1 0 5 48 3 1 0 0 0 0 1 137 07:30 0 4 86 3 1 0 4 0 2 1 0 0 29 3 1 0 0 0 0 1 131 07:45 0 7 80 6 1 0 3 0 2 1 0 2 29 4 1 0 0 0 0 1 133 Hr Total 0 17 298 11 1 0 13 1 5 E 0 10 134 10 1 0 0 0 0 1 499 08:00 0 19 84 5 0 9 4 6 1 0 3 43 3 1 0 0 0 0 178 08:15 0 24 94 3 1 0 9 3 13 1 0 3 55 8 1 0 2 0 0 1 214 08:30 0 22 41 5 1 0 6 11 13 1 0 4 52 6 1 0 0 3 1 204 08:45 0 15 96 5 1 0 3 1 B 1 0 11 50 7 1 0 1 0 0 1 197 Hr Total 0 60 355 18 1 0 27 19 42 1 0 21 200 24 1 0 3 3 1 1 793 * BREAK + 16:00 0 7 95 3 1 0 4 5 12 1 0 6 105 2 1 0 0 0 0 1 239 16:15 0 7 89 3 1 0 7 4 9 1 0 5 92 5 1 0 0 0 1 1 222 16:30 0 6 77 13 1 1 6 3 6 1 0 5 115 9 1 0 1 0 0 1 242 16:45 0 6 61 11 1 0 6 5 6 1 0 4 129 4 1 0 0 0 0 1 232 Hr Total 0 26 322 30 1 1 23 17 33 1 0 20 441 20 1 0 1 0 1 1 935 17:00 0 5 79 4 1 0 4 3 13 1 0 6 141 6 1 0 2 0 0 1 263 17:15 0 7 68 4 1 0 5 7 4 1 0 8 139 7 1 0 0 0 0 1 24, 17:30 0 7 70 6 1 0 0 4 9 1 0 9 130 3 1 0 0 0 0 1 23E 17:45 0 8 71 5 1 0 3 1 3 1 0 4 109 5 1 0 0 0 0 1 209 Hr Total 0 27 288 19 1 0 12 15 29 1 0 27 519 21 1 0 2 0 0 1 959 *TOTAL* 0 150 1263 78 1 1 75 52 109 1 0 78 1294 75 1 0 6 3 2 1 3186 NW 25TH STREET & NW 2ND AVENUE MIAMI, FLORIDA COUNTED BY: ISIDRO GONZALEZ ,T SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00150103 Start ➢ate: 05/13/15 File I.D. : 25ST_2AV Page : 2 NW 2ND AVENUE From North INW 25TH STREET !From East INW 2ND AVENUE (From South INW 25TH STREET (From West UTurn Left Thru Right I UTurn Left Thru Right I UTurn Left Thru Right I U Urn Left Thru Right I Total Date 05/13/15 Peak Hour Analysis By Entire Intersection for the Period: 07:00 t0 09:00 on 05/13/15 Peak start 08:00 0B:00 I 08:00 1 08:00 Volume 0 80 355 18 0 27 19 42 I 0 21 200 24 I 0 3 3 1 Percent 0% 18% 78% 4% 0% 31% 22* 48% I 0% 9% 82% 10% I 0% 43% 43% 14% Pk total 453 88 1 245 I 7 Highest 08:15 08:30 1 08:45 I 08:30 Volume 0 24 94 3 0 6 11 13 I 0 11 50 7 I 0 0 3 1 Hi total 121 30 I 68 I 4 PHF .94 .73 .90 1 .44 NW 25TH STREET 21 19 18 58 0 18 0 18 3 3 3 3 7 1 1 0 NW 2ND AVENUE 355 355 453 80 80 65 698 3 200 42 245 • ALL VEHICLES Intersection Total 793 27 355 1 383 628 • 21 21 NW 2ND AVENUE 195 0 0 42 42 88 19 245 200 200 1 19 27 27 107 NW 25TH STREET 80 3 24 24 0 24 0 NW 25TH STREET & NW 2ND AVENUE MIAMI, FLORIDA COUNTED BY: ISIDRO GONZALEZ NOT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00150103 Start Date: 05/13/15 File I.D. : 25ST_2AV Page : 3 NW 2ND AVENUE NNW 25TH STREET INW 2ND AVENUE INW 25TH STREET From North (From East (From South (From West I 1 I UTurn Left Thru Right I UTurn Left Thru Right UTurn Left Thru Right 1 UTurn Left Thru Right I Total Date 05/13/15 Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 05/13/15 Peak start 16:30 1 16:30 16:30 16:30 1 Volume 0 24 285 32 1 1 21 18 29 1 D 23 524 26 1 0 3 0 0 Percent 0% 7t 64* 94 1% 30% 26% 42% 1 0% 4% 91% 5% 1 0% 100% 0% 0% 1 Pk total 341 1 69 1 573 1 3 Highest 16:30 1 17:00 17:15 17:00 1 Volume 0 6 77 13 1 0 4 3 13 1 0 8 139 7 1 0 2 0 0 1 Hi total 96 1 20 1 154 2 PHF .B9 1 .86 1 .93 .38 • 0 32 0 32 1 NW 25TH STREET 23 18 32 73 3 3 0 0 3 0 0 0 NW 2ND AVENUE 285 285 341 24 24 76 897 3 524 29 556 0 1 • ALL VEHICLES Intersection Total 986 22 285 0 307 880 • 23 23 NW 2ND AVENUE 119 0 29 29 18 69 18 573 524 524 22 22 50 NW 25TH STREET 26 0 26 0 24 0 26 NW 25TH STREET & NW 2ND AVENUE MIAMI, FLORIDA COUNTED BY: ISIDRO GONZALEZ `T SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 PEDESTRIANS & BIKES Site Code : 00150103 Start Date: 05/13/15 File 2.D. 25ST 2AV Page : 1 NW 2ND AVENUE INW 25TH STREET INW 2ND AVENUE INW 25TH STREET From North IFrom East 'From South (From West Left BIKES Right Peds I Left BIKES Right Peds Left BIKES Right Peds Left BIKES Right Peds J Total Date 05/13/15 07:00 0 0 0 0 J 0 0 0 0 0 0 0 0 1 0 1 0 1 1 2 07:15 0 0 0 0 1 0 1 0 10 0 0 0 I 0 2 0 3 1 7 07:30 0 0 0 2 1 0 3 0 1 1 0 0 0 1 1 0 2 0 4 1 13 07:45 0 0 0 2 j 0 3 0 2 1 0 0 0 2 1 0 2 0 1 1 12 Hr Total 0 0 0 4 1 0 7 0 4 1 0 0 0 3 1 0 7 0 9 1 34 08:00 0 1 0 3 1 0 1 0 6 j 0 0 0 3 1 0 4 0 7 25 08:15 0 0 0 1 j 0 1 0 3 l 0 1 0 7 I 0 2 0 5 f 20 08:30 0 0 0 0 l 0 5 0 3 E 0 0 0 3 f 0 3 0 0 j 14 08:45 0 0 0 0 1 0 1 0 0 1 0 0 0 1 1 0 2 0 6 1 10 Hr Total 0 1 0 4 1 0 8 0 12 1 0 1 0 14 1 0 11 0 18 1 69 BREAK * 16:00 0 0 0 3 1 0 2 0 23 1 0 0 0 6 1 0 7 0 38 j 79 16:15 0 0 0 21 1 0 4 0 7 1 0 0 0 3 1 0 1 0 38 1 74 16:30 0 1 0 7 f 0 7 0 12 1 0 1 0 3 1 0 6 0 43 ! 80 16:45 0 0 0 21 1 0 1 0 6 1 0 0 0 1 1 0 2 0 25 f 56 Hr Total 0 1 0 52 1 0 14 0 48 1 0 1 0 13 1 0 16 0 144 1 289 "7:00 0 0 0 7 J 0 1 0 9 1 0 0 0 5 1 0 2 0 36 1 60 15 0 0 0 2 f 0 3 0 9 J 0 3 0 5 I 0 4 0 31 1 57 .30 0 0 0 10 1 0 6 0 27 I 0 0 0 6 1 0 4 0 31 J 84 17:45 0 0 0 11 1 0 5 0 10 I 0 0 0 0 1 0 2 0 44 J 72 Hr Total 0 0 0 30 1 0 15 0 55 i 0 3 0 16 ( 0 12 0 142 1 273 *TOTAL* 0 2 0 90 J 0 44 0 119 1 0 5 0 46 I 0 46 0 313 1 665 N lk) 25 sr 41; Nu.3.ss_r_ t) NW 24TH STREET & NW 6TH AVENUE MIAMI, FLORIDA COUNTED BY: AMBER PALOMINO 2 SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00150103 Start Date: 05/13/15 File I.D. 24ST 6AV Page : 1 NW 6TH AVENUE INW 24TH STREET INW 6TH AVENUE From North IFrom East IFrom South From West UTurn Left Thru Right [ UTurn Left Thru Right f UTurn Left Thru Right UTurn Left Thru Right i Total Date D5/13/15 07:00 0 2 9 0 i 0 0 0 0 i 0 0 8 1 i 0 0 0 0 i 20 07:15 0 1 19 0 i 0 1 0 0 i 0 0 9 1 i 0 0 0 0 i 31 07:30 D 1 20 0 i 0 0 0 0 i 0 0 15 0 i 0 0 0 0 i 36 07:45 0 0 23 0 i 0 0 0 1! 0 0 12 2 i 0 0 0 0! 38 Hr Total 0 4 71 0 i D 1 0 1 i 0 0 44 4 1 0 0 0 0 j 125 08:00 0 3 30 0 i 0 0 0 1 i 0 0 26 1 i 0 0 0 0 i 61 08:15 0 3 17 0 i D 1 0 1 i 0 0 22 3 I 0 0 0 0 i 47 08:30 0 6 17 0 i 0 0 0 0 i D 0 19 4 i 0 0 0 0 i 46 08:45 2 2 15 0 i 0 0 0 O i 0 0 20 4 i 0 0 0 0 i 43 Hr Total 2 14 79 0 f 0 1 0 2 i 0 0 87 12 i 0 0 0 0 E 197 16:00 0 3 18 0 i 0 1 0 0 i 0 0 34 2 i 0 0 0 0 i 58 16:15 0 1 12 0 i 0 1 0 3 i 0 0 26 3 i 0 0 0 0 i 46 16:30 0 0 20 0 J 4 3 0 1 i 0 0 29 1 i 0 0 0 0 i 58 16:45 0 0 13 4 i 0 2 0 0 i 0 0 32 2 i 0 0 0 0 i 49 Hr Total 0 4 63 0 i 4 7 0 4 i 0 0 121 8 i 0 0 0 0! 211 7:00 0 2 18 0 1 0 1 0 3 i 0 0 37 3 i 0 0 0 0 I 64 15 1 1 16 0 i 0 2 0 1 i 0 0 28 3 i 0 0 0 0 S 52 .:30 1 1 26 0 i 0 10 0 5 i 0 0 30 2 i 0 0 0 0 i 75 17:45 0 3 12 0 1 1 7 0 6 1 0 0 22 3 i 0 0 0 0 1 54 Hr Total 2 7 72 0 i 1 20 0 15 i 0 0 117 11 i 0 0 0 0 1 245 *TOTAL* 4 29 285 0 1 5 29 0 22 i 0 0 369 35 i 0 0 0 0 I 778 NW 24TH STREET & NW 6TH AVENUE MIAMI, FLORIDA COUNTED BY: AMBER PALOMINO NOT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00150103 Start Date: 05/13/15 File I.D. 24ST 6AV Page : 2 NW 6TH AVENUE From North [NW 24TH STREET From East INN 6TH AVENUE From South [From West [ [ UTurn Left Thru Right [ UTurn Left Thru Right [ UTurn Left Thru Right [ UTurn Left Thru Right j Total Date 05/13/15 Peak Hour Analysis By Entire Intersection for the Period: 07:00 to 09:00 on 05/13/15 Peak start 08:00 08:00 08:00 08:00 Volume 2 14 79 0[ 0 1 0 2 0 0 87 12 [ 0 0 0 0[ Percent 2% 15% 83% 0% 0$ 33% 0% 67% 0% 0% 88% 12% 0% 0% 0% 0% Pk total 95 [ 3 99 0 Highest 06:00 08:15 08:00 07:00 Volume 0 3 30 0[ 0 1 0 1 0 0 26 1 l 0 0 0 0[ Hi total 33 2 27 0 PHF .72 [ .36 .92 .0 0 0 0 • 0 0 0 0 0 0 0 0 0 0 0 0 0 NW 6TH AVENUE 79 79 95 0 16 16 184 0 87 2 0 89 0 • ALL VEHICLES Intersection Total 197 179 1 0 79 0 80 0 NW 6TH AVENUE 2 2 31 3 0 99 • 87 87 [ 0 1 1 28 NW 24TH STREET 12 0 12 0 16 0 12 NW 24TH STREET & NW 6TH AVENUE MIAMI, FLORIDA COUNTED BY: AMBER PALOMINO IT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code 00150103 Start Date: 05/13/15 File I.D. : 24ST_6AV Page : 3 NW 6TH AVENUE INW 24TH STREET INW 6TH AVENUE I I From North 'From East IFrom South (From West I I I UTurn Left Thru Right I UTurn Left Thru Right UTurn Left Thru Right [ UTurn Left Thru Right I Total Date 05/13/15 Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 05/13/15 Peak start 17:00 I 17:00 17:00 17:00 I Volume 2 7 72 0 I 1 20 a 15 I 0 0 117 11 0 0 0 0 I Percent 21 91 891 01 I 31 561 01 42% 0% 01 91% 91 I 0% 01 0% 0% I Pk total 81 I 36 128 0 I Highest 17:30 I 17:30 17:00 07:00 I Volume 1 1 26 0 I 0 19 0 5 1 0 0 37 3 I 0 0 0 0 I Hi total 28 I 15 40 I 0 I PHF .72 I .50 I .80 .0 I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NW 6TH AVENUE 72 72 81 0 9 9 213 0 117 15 132 • ALL VEHICLES Intersection Total 245 221 21 0 72 0 93 0 NW 6TH AVENUE 56 0 0 15 15 36 0 128 • 117 117 0 21 21 20 NW 24TH STREET 0 11 0 9 0 11 NW 24TH STREET & NW 6TH AVENUE MIAMI, FLORIDA COUNTED BY: AMBER PALOMINO NOT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, 5'lorida 33444 Phone (561) 272-3255 PEDESTRIANS & BIKES Site Code : 00150103 Start Date: 05/13/15 File I.D. 24ST_6AV Page 1 NW 6TH AVENUE INW 24TH STREET INW 6TH AVENUE .1 I From North (From East (From South (From West I I I I I Left BIKES Right Peds I Left BIKES Right Peds I Left BIKES Right Peds I Left BIKES Right Peds I Date 05/13/15 * BREAK * Total 08:00 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 08:15 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 ❑ 0 0 1 0 08:30 0 0 0 o f 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 08:45 0 0 0 0 1 0 1 0 0 1 0 0 0 0{ 0 0 0 0 1 1 Hr Total 0 0 0 0 1 0 1 0 0 1 0 0 0 0 1 0 0 0 0 1 1 * BREAK * 16:00 0 0 0 0 I 0 0 0 0 1 a o 0 0 1 0 0 0 0 1 0 16:15 ❑ 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 16:30 0 0 0 0 1 0 1 0 0 1 a 0 0 0 1 0 0 0 0 I 1 16:45 0 0 0 4 I 0 0 0 a 1 0 D 0 0 1 0 0 0 0 1 0 Hr Total 0 0 0 0 1 0 1 0 0 1 0 0 0 0 1 0 0 D 0 1 1 17:00 D 0 0 0 1 0 0 0 3 1 0 0 0 0 1 0 0 0 0 1 3 17:15 0 0 0 0 1 0 0 0 0} 0 0 0 0 1 0 0 0 0] 0 17:30 0 0 0 1 1 ❑ 0 0 2 1 0 0 0 0 1 0 0 0 0 1 3 17:45 0 0 0 0 1 0 0 0 ❑ 1 0 0 0 0 1 0 0 0 0 1 0 Hr Total 0 0 0 1 1 0 0 a 5 1 0 0 0 0 1 0 0 0 0 1 6 *TOTAL* 0 0 0 1 E 0 2 0 s 1 0 0 0 0 1 0 0 0 0 1 8 N A \( 1 4( ' t-li- Toatitatei w 2 T" 1‘... Ri&v'L ofi cka,, Rck9 13 iZ0 f c.‘ta-w1(1. to. L Ri AO vtoTs%na.ctitzI NW 24TH STREET & NW 5TH AVENUE MIAMI, FLORIDA COUNTED By: LUIS PALOMINO NOT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beath, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00150103 Start Date: 05/12/15 File I.D. : 24ST 5AV Page 1 r NW 5TH AVENUE INW 24TH STREET INW 5TH AVENUE INW 24TH STREET I From North IFrom East 'From South (From West I I I I I UTurn Left Thru Right I UTurn Left Thru Right 1 UTurn Left Thru Right 1 UTurn Left Thru Right I Total Date 05/12/15 07:00 0 2 3 1 1 0 0 0 0 1 0 0 1 2 1 0 0 1 0 I 10 07:15 0 1 4 1 1 0 0 0 0 1 0 0 0 4 1 0 0 0 0 1 10 07:30 0 6 4 1 1 0 0 0 0 1 0 2 1 0 1 0 0 0 0 1 14 07:45 0 7 2 0 1 0 0 0 0 1 0 0 3 1 1 0 0 2 0 1 15 Rr Total 0 16 13 3 1 0 0 0 0 1 0 2 5 7 1 0 0 3 0 1 49 08:00 0 5 3 2 1 0 0 0 0 1 1 0 3 5 I 0 0 0 1 1 20 08:15 1 8 9 1 1 0 0 0 0 1 0 1 5 5 I 0 0 2 1 1 33 08:30 1 7 10 2 1 0 0 0 0 1 0 2 9 3 1 0 2 0 1 1 37 08:45 1 12 3 5 1 0 0 0 0 1 1 0 8 7 1 0 7 2 0 I 46 Hr Total 3 32 25 10 I 0 0 0 0 1 2 3 25 20 1 0 9 4 3 I 136 * BREAK a 16:00 5 5 14 4 1 0 0 0 0 1 0 1 20 10 1 1 3 3 0 1 66 16: 15 4 5 15 3 1 0 0 0 0 1 0 1 14 10 1 0 3 2 4 1 61 16:30 5 8 7 5 1 0 0 0 0 1 D 0 21 4 1 0 5 1 1 1 57 16:45 5 5 8 9 0 0 0 0 1 0 2 20 9 1 0 4 2 0 1 64 Hr Total 19 23 44 21 I 0 D 0 0 1 0 4 75 33 1 1 15 8 5 1 248 17:00 6 5 17 6 1 0 0 0 0 1 2 1 22 7 1 0 8 0 0) 74 17:15 2 7 13 3 1 0 0 0 0 1 2 0 12 8 1 0 7 1 2 I 5' 17:30 0 7 8 5 1 0 0 0 0 1 0 1 10 11 1 0 7 3 1 1 Si 17:45 2 5 9 8 1 0 0 0 0 f 1 2 7 9 1 0 8 1 1 1 53 Hr Total 10 24 47 22 1 0 0 0 0 1 5 4 51 35 1 0 30 5 4 1 237 *TOTAL* 32 95 129 56 j 0 0 0 0 1 7 13 156 95 1 1 54 20 12 1 670 NW 24TH STREET & NW 5TH AVENUE MIAMI, FLORIDA COUNTED BY: LUIS PALOMINO ""1T SXGNALXZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00150103 Start Date: 05/12/15 File I.D. : 24ST_5AV Page : 2 NW 5TH AVENUE 44W 24TH STREET iNW 5TH AVENUE NNW 24TH STREET From North iFrom East 'From South 'From West I UTurn Left Thru Right I UTurn Left Thru Right 1 UTurn Left Thru Right 1 UTurn Left Thru Right f Total Date 05/12/15 Peak Hour Analysis By Entire Intersection for the Period: 07:00 to 09:00 on 05/12/15 Peak start 08:00 E 08:00 08:00 1 08:00 Volume 3 32 25 10 0 0 0 0 2 3 25 20 0 9 4 3 Percent 4% 46% 36% 14$ J 0% 01 0% 0% 4t 6% 50% 40% 01 561 25% 19% Pk total 70 0 j 50 16 Highest 08:45 1 07:00 1 08:45 08:45 Volume 1 12 3 5 0 0 0 a I 1 0 8 7 I 0 7 2 0 Hi total 21 0 16 1 9 PHF .83 1 .0 1 .78 1 .44 mommmimmimm:mmmuciml 10 0 10 NW 24TH STREET 5 0 10 15 9 9 4 NW 5TH AVENUE 25 25 70 35 35 4 16 3 0 1 31 104 • ALL VEHICLES 9 25 0 Intersection Total 136 78 0 5 25 3 28 5 NW 5TH AVENUE 34 59 50 25 25 0 0 0 0 0 0 0 59 NW 24TH STREET 35 4 20 20 0 20 0 NW 24TH STREET & NW 5TH AVENUE MIAMI, FLORIDA COUNTED BY: LUIS PALOMINO NOT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00150103 Start Date: 05/12/15 File I.D. : 24ST 5AV Page : 3 T NW 5TH AVENUE 'NW 24TH STREET 1NW 5TH AVENUE 'NW 24TH STREET From North 'From East 'From South From West I 1 UTurn Left Thru Right 1 UTurn Left Thru Right i UTurn Left Thru Right 1 UTurn Left Thru Right Total Date 05/12/15 Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 05/12/15 Peak start 16:15 16:15 I 16:15 16:15 Volume 20 23 47 23 0 0 0 0 I 2 4 77 30 1 0 20 5 5 Percent 18$ 20% 42% 20% 0% 08 0% 0$ I 2$ 4% 68$ 27% 1 0% 67% 17% 17% Pk total 113 0 I 113 1 30 Highest 17:00 07:00 I 17:00 16:15 volume 6 5 17 6 0 0 0 0 I 2 1 22 7 1 0 3 2 4 Hi total 34 0 I 32 1 9 PRF .83 .0 I .88 1 .83 NW 24TH STREET 6 0 23 29 0 23 0 23 i 20 20 5 NW 5TH AVENUE 47 47 113 43 43 5 30 5 5 0 59 210 20 77 0 97 • ALL VEHICLES Intersection Total 256 165 0 6 47 5 52 6 NW 5TH AVENUE 7B 0 0 0 0 0 0 0 0 0 78 NW 24TH STREET 0 43 5 30 NW 24TH STREET & NW 5TH AVENUE MIAMI, FLORIDA COUNTED BY: LUIS PALOMINO SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 PEDESTRIANS & BIKES Site Code : 00150103 Start Date: 05/12/15 File 1.3_ : 24ST 5AV Page 1 NW 5TH AVENUE NW 24TH STREET INW 5TH AVENUE INW 24TH STREET From North (From East (From South (From West I I I Left BIKES Right Peds I Left BIKES Right Peds I Left BIKES Right Peds I Left BIKES Right Peds I Total Date 05/12/15 * BREAK * 08:00 0 0 0 0 1 0 1 0 0 1 0 0 0 0 1 0 0 0 0 1 1 08:15 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 1 0 1 1 2 06:30 0 0 0 0 1 0 0 0 0[ 0 0 0 0 1 0 0 0 0 1 0 06:45 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 Hr Total 0 0 0 0 1 0 1 0 0 J 0 0 0 0 1 0 1 0 1 1 3 * BREAK 16:00 0 0 0 3 1 0 0 0 0 1 0 0 0 4 1 0 0 0 3 1 10 16:15 0 0 0 6 1 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 6 16:30 0 0 0 2 j 0 2 0 0 1 0 0 0 0 1 0 0 0 4 1 6 16:45 0 0 0 0 1 0 1 0 0 1 0 1 0 0 1 0 0 0 2 j 4 Hr Total 0 0 0 11 1 0 3 0 0 1 0 1 0 4 1 0 0 0 9 1 26 17:00 0 0 0 7 1 0 1 0 0 J 0 0 0 5 1 0 1 0 1 J 15 17115 0 0 0 1 1 0 3 0 0 1 0 0 0 2 1 0 0 0 0 1 6 17:30 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 1 0 2 1 3 17:45 0 0 0 0 1 0 0 0 0 1 0 0 0 3 1 0 0 0 0 1 3 wr Total 0 0 0 6 1 0 4 0 0 1 0 0 0 10 I 0 2 0 3 1 27 *TOTAL* 0 0 0 19 1 0 0 0 0 1 0 1 0 14 I 0 3 0 13 I 56 Ot_ 2 2 4-> A A \ I k.sua2As-r- N-kiaNivG, fick i\Ackl C), -2,0 I cl GLWY\ 19j1. CO-ot\-li)(1 0 NW 24TH STREET & NW 2ND AVENUE MIAMI, FLORIDA COUNTED BY: ANDREW GONZALEZ 'T SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00150103 Start Date: 05/13/15 File I.D. 24ST 2AV Page : 1 NW 2ND AVENUE I INW 2ND AVENUE INW 24TH STREET 1 From North From East (From South (From West 1 1 UTurn Left Thru Right I UTUrn Left Thru Right I UTurn Left Thru Right I UTurn Left Thru Right 1 Total Date 05/13/15 07:00 0 0 63 2 1 0 0 0 0 1 0 0 28 0 1 0 2 0 4 1 99 07:15 0 0 72 0 1 0 0 0 0 1 0 0 55 0 1 0 2 0 7 1 135 07:30 0 0 89 0 1 0 0 0 0 1 1 0 31 0 1 0 2 0 3 1 126 07:45 0 0 81 2 1 D 0 0 0 1 1 0 33 0 1 0 0 0 6 I 123 Hr Total 0 0 305 4 1 0 0 0 0 1 2 0 147 0 1 0 6 0 20 1 484 08:00 1 0 89 0 1 0 0 0 0 1 0 1 49 0 1 0 0 0 11 I 151 08:15 0 0 105 1 1 0 0 0 0 1 0 2 63 0 1 0 5 0 14 I 190 08:30 0 0 97 0 1 0 0 0 0 I 0 1 63 0 1 0 3 0 5 I 169 08:45 0 0 103 0 1 0 0 0 0] 0 2 66 0 1 0 1 0 11 1 183 Hr Total 1 0 394 1 1 0 D 0 0 1 0 6 241 0 0 9 0 41 I 693 * BREAK * 16:00 0 0 96 1 0 0 0 0 1 0 0 106 0 1 0 12 0 13 1 228 16:15 0 0 96 1 1 0 0 0 0 1 0 0 95 0 1 0 9 0 12 1 213 16:30 0 0 83 2 I 0 0 0 0 1 0 1 123 0 1 0 2 0 15 1 226 16:45 0 0 66 1 1 0 0 0 0 1 0 0 133 0 L 0 10 0 13 1 223 Hr Total 0 0 341 5 1 0 0 0 0 1 0 1 457 0 1 0 33 0 53 1 890 '7:00 0 0 80 1 1 0 0 0 0 1 0 1 150 0 1 0 7 0 20 1 259 15 0 0 71 2 1 0 0 0 D 1 1 0 141 0 1 0 14 0 17 1 246 :30 0 0 63 1 1 0 0 0 0 1 0 0 136 0 1 0 8 0 16 1 224 17:45 0 0 71 0 1 0 0 0 0 1 0 0 121 0 1 0 12 0 8 1 212 Hr Total 0 0 265 4 1 0 0 0 0 1 1 1 548 0 1 0 41 0 61 1 941 *TOTAL* 1 0 1325 14 0 0 0 0 I 3 8 1393 0 1 D 89 0 175 I 3008 NW 24TH STREET & NW 2ND AVENUE MIAMI, FLORIDA COUNTED BY: ANDREW GONZALEZ NOT SIGNALIZED Traffic Survey Specialists, Tnc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00150103 Start Date: 05/13/15 File I.D. : 24ST_2AV Page 2 NW 2ND AVENUE From North From East j UTurn Left Thru Right j UTurn Left Thru Right j UTurn Left Thru Right j UTurn Left Thru Right 1 Total Date 05/13/15 Peak Hour Analysis By Entire Intersection for the Period: 07:00 to 09:00 on 05/13/15 Peak start 08:00 08:00 08:00 08:00 Volume 1 0 394 1 0 0 0 0 0 6 241 0 0 9 0 41 Percent 01 0% 99% 0% 0% 01 0% 0% 0% 21 9B% 0% 0% 18% 01 821 1 Pk total 396 0 247 50 Highest 08:15 07:00 08:45 08:15 Volume 0 0 105 1 0 0 0 0 0 2 66 0 0 5 0 14 Hi total 106 0 68 19 PHF .93 .0 .91 .66 NW 24TH STREET 6 0 1 7 INW 2ND AVENUE 'From South NW 2ND AVENUE 0 1 394 1 0 1 394 1 9 9 0 396 0 50 41 41 0 57 9 241 0 250 646 • ALL VEHICLES Intersection Total 693 682 INW 24TH STREET 1From West 1 247 0 6 • 241 394 41 435 6 241 NW 2ND AVENUE 0 a 0 0 0 0 0 0 0 1 1 0 0 NW 24TH STREET & NW 2ND AVENUE MIAMI, FLORIDA COUNTED BY: ANDREW GONZALEZ T SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00150103 Start Date: 05/13/15 File I.D. : 245T 2AV Page : 3 NW 2ND AVENUE 1 INW 2ND AVENUE INW 24TH STREET I From North 'From East (From South From West I I I E I UTurn Left Thru Right I UTurn Left Thru Right 1 UTurn Left Thru Right I UTurn Left Thru Right I Total Date 05/13/15 Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 05/13/15 Peak start 16:30 { 16:30 } 16:30 1 16:30 Volume 0 0 300 6 1 0 0 0 0 1 1 2 547 0 1 0 33 0 65 Percent 0% 0% 9R% 2% 1 0% 0% 0% 0% I 0% 0% 99% 0% 1 0% 348 0% 66% Pk total 306 I 0 1 550 1 98 Highest 16:30 I 07:00 1 17:00 1 17:15 Volume 0 0 83 2 1 0 0 0 0 1 0 1 150 0 1 0 14 0 17 Hi total 85 I 0 1 151 1 31 PHF .90 } .0 1 .91 .79 mommiLie 0 6 0 6 'W 24TH STREET 3 0 6 9 33 33 0 NW 2ND AVENUE 300 0 98 65 65 0 107 0 300 0 306 -----J 886 • ALL VEHICLES 33 547 0 0 580 0 Intersection Total 954 915 0 3 300 65 365 3 NW 2ND AVENUE 0 550 • 547 547 0 0 0 0 0 0 0 0 0 0 0 0171771.11111...... 0 0 NW 24TH STREET & NW 2ND AVENUE MIAMI, FLORIDA COUNTED BY: ANDREW GONZALEz NOT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 PEDESTRIANS & BIKES Site Code : 00150103 Start Date: 05/13/15 File S.D. 24ST_2AV Page 1 NW 2ND AVENUE I INW 2ND AVENUE INW 24TH STREET From North 1From East 'From South 'From West I 1 1 Left BIKES Right Peds I Left BIKES Right Peds 1 Left BIKES Right Peds I Left BIKES Right Peds I Total Bate 05/13/15 07:00 0 0 0 0 1 0 0 0 0 1 0 0 0 0 I 0 1 0 1 I 2 07:15 0 0 0 0 I 0 0 0 0 1 0 0 0 0 1 0 1 0 3 I 4 07:30 0 0 0 0 I 0 0 0 0 1 0 0 0 1 1 0 1 0 5] 7 07:45 0 0 0 3 4 0 0 0 0 1 0 0 0 1 1 0 1 0 0] 5 Er Total 0 0 0 3 1 0 0 0 0 1 0 0 0 2 1 0 4 0 9 I 18 08:00 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 2 0 10 I 12 08:15 0 0 0 0 1 0 0 0 0 1 0 0 0 1 1 0 2 0 4 I 7 08:30 0 0 0 1 1 D 0 0 0 1 0 0 0 1 1 0 1 0 4 I 7 06:45 0 0 0 0 1 0 0 0 0 1 0 0 0 3] 0 0 0 5 I a Hr Total 0 0 0 1 1 0 0 0 0 1 0 0 0 5 1 0 5 0 23 I 34 * BREAK * 16:00 0 0 0 0 I 0 0 0 0 1 0 0 0 0 1 0 1 0 40 1 41 16:15 0 0 0 1 1 0 0 0 0 1 0 0 0 3 1 0 0 0 37 1 41 16:30 0 0 0 0 1 0 0 0 0 1 0 0 0 0 I 0 2 0 41 1 43 16:45 0 0 0 0 1 0 0 0 0 I 0 0 0 0 1 0 0 0 32 1 32 Hr Total 0 0 0 1 1 0 0 0 0 1 0 0 0 3 1 0 3 0 150 1 157 17: D0 0 0 0 0 1 0 0 0 0 1 0 0 0 2 1 0 1 0 32 1 35 17:15 0 0 0 1 1 0 0 0 0 1 0 0 0 0 1 0 0 0 18 1 1 17:30 0 0 0 0( 0 0 0 0 1 0 0 0 6 1 0 4 0 52 1 62 17:45 0 0 0 0 1 0 a 0 0 1 0 0 0 0 1 a a 0 4 1 4 Hr Total 0 0 0 1 1 a 0 0 0 1 a 0 0 8 1 0 5 0 106 1 120 *TOTAL* 0 0 0 6 1 0 0 0 0 1 0 0 0 18 I 0 17 0 268 1 329 ••• t okimi faoc;-aa. it1/4koks.1 1(,„_,f1(0,i4,1—k9Aloyitkao NW 23RD STREET & NW 6TH AVENUE MIAMI, FLORIDA COUNTED BY: MARISA CRUZ NOT SIGNALIZED Traffic Survey Specialists, Inc, 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00150103 Start Date: 05/13/15 File I.D. 23ST 6AV Page : 1 NW 6TH AVENUE From North UTurn Left Thru Date 05/13/15 07:00 0 0 10 07:15 0 0 21 07:30 0 0 19 07:45 0 0 22 Hr Total 0 0 72 08:00 1 1 30 08:15 0 0 17 06:30 0 2 14 08:45 0 0 15 Hr Total 1 3 76 16:00 16:15 16:30 16:45 Hr Total 17:00 17:15 17:30 17:45 Hr Total * BREAK * 0 0 0 0 0 1 0 0 0 1 0 2 0 0 0 1 0 1 0 4 INW 23RD STREET 'From East INW 6TH AVENUE 'From South 'From West Right 1 UTurn Left Thru Right 1 UTurn Left Thru Right UTurn Left Thru Right I Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 2 0 3 0 0 0 0 0 0 0 1 0 1 O 4 0 0 O 2 0 3 O 1 0 1 O 2 0 0 O 9 0 4 0 0 9 0 0 0 0 0 I 20 0 0 B 1 0 0 0 0 I 30 O 0 13 0 I 0 0 0 0 I 35 O 0 14 0 1 0 0 0 0 I 36 O 0 44 1 1 0 0 0 0 I 121 O 0 28 1€ 0 0 0 0 I 65 O 0 20 0 J 0 0 0 0 I 42 O 0 21 2 0 0 0 0 1 41 O 0 27 1 f 0 0 0 0 I 45 0 0 96 4 0 0 0 0 I 193 18 14 21 14 67 16 21 36 15 86 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1 0 2 0 1 6 1 4 3 14 13 B 8 7 36 0 0 0 0 0 0 0 0 0 0 0 5 1 1 7 2 3 2 1 B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 38 22 28 38 126 38 29 31 23 121 2 2 0 2 6 1 2 2 3 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 66 44 54 58 222 73 6- 80 50 266 *TOTAL* 1 8 303 0 I2 62 0 20 1 0 0 387 19 1 0 0 0 0 1 802 NW 23RD STREET & NW 6TH AVENUE MIAMI, FLORIDA COUNTED BY: MARISA CRUZ "nT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00156103 Start Date: 05/13/15 File I.D. : 23ST 6AV Page : 2 NW 6TH AVENUE From North UTurn Left Thru Date 05/13/15 INW 23RD STREET INW 6TH AVENUE 'Prom East (From South Right I UTurn Left Thru Right J UTurn Left From West Thru Right I UTurn Left Thru Right I Total Peak Hour Analysis Hy Entire Intersection for Peak start 08:00 1 08:00 Volume 1 3 76 0 0 Percent 1& 48 95& 08 08 Pk total 80 13 Highest 08:00 1 08:15 Volume 1 1 30 0 f 0 Hi total 32 5 PHF .62 1 .65 a 0 0 • a 0 L 0 0 a 0 0 0 0 0 0 the Period: 07:00 to 09:00 on 05/13/15 1 08:00 9 0 4 I 0 698 08 318 1 08 100 08:00 2 0 3 1 0 29 I .86 NW 6TH AVENUE 76 4 76 4 80 180 0 1 08:00 6 96 4 0 0 0 0 0% 964 4% 1 08 0% 0% 0% 0 07:00 0 28 1 1 0 0 0 0 0 96 4 100 • ALL VEHICLES Intersection Total 193 185 9 0 76 0 85 0 NW 6TH AVENUE 13 21 100 • 96 96 0 .o 0 4 0 4 0 a 9 9 8 NW 23RD STREET 4 0 4 0 a NW 23RD STREET & NW 6TH AVENUE MIAMI, FLORIDA COUNTED BY: MARISA CRUZ NOT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561} 272-3255 ALL VEHICLES Site Code : 00150103 Start Date: 05/13/15 File I.D. : 23ST 6AV Page : 3 NW 6TH AVENUE From North UTurn Left Date 05/13/15 INW 23RD STREET ]From East Thru Right 1 UTurn Left INW 6TH AVENUE (From South Thru Right 1 UTurn Left (From West Thru Right 1 UTurn Left Thru Right 1 Total Peak Hour Analysis By Entire Intersection for the Period: 16:0G tO 18:00 on 05/13/15 Peak Start 16:45 E 16:45 16:45 Volume 0 3 87 0 1 32 0 8 0 Percent 0% 3% 97* 0% 1 2% 78* 0% 20% 1 0% Pk total 90 1 41 1 143 Highest 17:30 1 17:00 1 16:45 Volume 0 1 36 0 I 1 13 0 2 0 Hi total 37 1 16 40 PHF .61 1 .64 .89 0 0 0 Ljlo 0 0 a 0 0 0 0 0 0 0 0 NW 6TH AVENUE 87 90 87 3 3 0 234 0 136 7 0% 95% 5% 0 38 2 0 136 8 144 • ALL VEHICLES Intersection Total 274 263 33 0 87 0 120 0 NW 6TH AVENUE 51 16:45 0 0 0% 0% 0 07:00 0 0 0 .0 41 143 ------� 136 136 0 0I 0% 0% 0 0 0 0 8 8 0 0 33 33 10 NW 23RD STREET 3 0 7 0 0 NW 23RD STREET & NW 6TH AVENUE MIAMI, FLORIDA COUNTED BY: MARISA CRUZ hT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 PEDESTRIANS & BIKES Site Code : 00150103 Start Date: 05/13/15 File I.D. : 23ST_6AV Page : 1 NW 6TH AVENUE 1NW 23RD STREET NW 6TH AVENUE From North IFrom East jFrom South fFrom West Left BIKES Right Peds I Left DIKES Right Peds I Left BIKES Right Peds I Left BIKES Right Peds I Total Date 05/13/15 07:00 0 0 0 0 i 0 0 0 0 1 0 0 0 0 I 0 0 0 0 1 0 07:15 0 0 0 0 1 0 1 0 1 1 0 0 0 0 1 0 0 0 0 1 2 07:30 0 0 0 0 I 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 07:45 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 Hr Total 0 0 0 0 1 0 1 0 1 1 0 0 0 0 1 0 0 0 0 1 2 0 8: 0 0 0 0 0 0 1 0 0 0 0 I 0 0 0 0 1 0 0 0 0 I 0 06:15 0 0 0 0 1 0 0 0 1 1 0 0 0 0 I 0 0 0 0 1 1 08:30 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 08:45 0 0 0 0 1 0 0 0 0 1 0 0 0 ❑ 1 0 0 0 0 1 0 Hr Total 0 0 0 0 1 0 0 0 1 1 0 0 0 0 1 0 0 0 0 1 1 * BREAK * 16:00 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 16:15 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 a 1 0 16:30 0 0 0 0 I 0 1 0 0 I 0 0 0 0 1 0 0 0 0 1 1 16:45 0 0 0 0 1 0 1 0 0 1 0 0 0 0 1 0 0 0 0 1 1 Hr Total 0 0 0 0 1 0 2 0 0 1 0 0 0 0 1 0 0 0 0 I 2 17:00 ❑ 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 15 0 0 ❑ 0 1 0 0 0 0 I 0 0 0 0 I - 0 0 0 0 1 0 :30 0 0 0 0 1 0 0 0 0 I 0 0 0 0 1 0 0 0 0 f 0 17:45 0 0 0 0 1 0 1 0 0 1 0 0 0 0 1 0 0 0 0 1 1 Hr Total 0 0 0 0 f 0 1 0 0 1 0 0 0 0 1 0 0 0 0 1 1 *TOTAL* 0 0 0 0 1 0 4 0 2 1 0 0 0 0 1 0 0 0 0 1 6 2 co M. Aiaskk-k, FLorCda RCL9 l 3 12D1S� cltawtin Gx�. LIVs a;1tKtel0 vLoT s�gnat�-zed NW 23RD STREET & NW 5TH AVENUE MIAMI, FLORIDA COUNTED BY: MARISA CRUZ --)T SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00150103 Start Date: 05/12/15 File 1.D. : 23STSAVE Page : 1 NW STH AVENUE From North 'From East UTurn Left Thru Right I UTurn Left Thru Date 05/12/15 07:00 0 0 0 2 1 0 0 0 07:15 0 0 2 2 0 0 0 07:30 0 0 2 2 1 0 0 0 07:45 0 0 1 1 1 0 0 D Hr Total 0 0 5 7 1 0 0 0 08:00 0 0 1 3 1 0 0 0 08:15 2 0 3 3 0 0 0 08:30 0 0 6 6 0 0 0 08:45 0 0 1 3 1 0 0 0 Hr Total 2 0 11 15 1 0 0 0 16:00 16;15 16:30 16:45 Hr Total 17:00 15 :30 17:45 Hr Total * BREAK * 3 2 2 1 8 1 5 0 4 10 0 0 D 0 0 0 0 0 0 D INW 5TH AVENUE INW 23RD STREET (From South (From West Right 1 UTurn Left Thru Right I UTurn Left Thru Right 1 Total 0 1 0 0 D 0 1 0 0 0 0 1 2 0 1 0 0 3 0 1 0 0 0 0 1 7 0 1 0 0 0 0 1 0 0 0 1 1 5 0 1 0 0 0 0 f 0 2 0 0 1 4 0 1 0 0 3 0 1 0 2 0 1 1 18 0 0 0 0 0 O 0 2 0 1 0 0 0 0 1 6 O 0 0 0 1 0 2 0 0 10 O 0 5 0 1 0 2 0 0 1 19 O 0 3 0 1 0 4 0 0 1 11 O 0 10 0 1 0 8 0 0 j 46 5 4 3 2 14 3 4 0 3 10 7 14 4 4 23 14 10 7 7 38 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 5 3 2 14 3 0 3 1 7 0 0 0 0 0 0 0 0 0 0 a 0 0 a a 0 0 0 0 0 4 5 4 7 20 6 1 3 5 15 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 0 1 0 0 1 23 31 16 17 87 27 21 13 20 81 *TOTAL* 20 0 40 89 0 0 0 0 1 0 0 34 0 1 0 45 0 4 1 232 NW 23RD STREET & NW 5TH AVENUE MIAMI, FLORIDA COUNTED BY: MARISA CRUZ NOT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Defray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00150103 Start Date: 05/12/15 File I.D. : 23ST5AVE Page : 2 NW 5TH AVENUE From North UTurn Left Date 05/12/15 Peak Hour Analysis Peak start 08:00 Volume 2 Percent 7% Pk total 28 Highest 08:30 Volume 0 Hi total 12 PHF .58 1 'From East 1 Thru Right 1 UTurn INW 5TH AVENUE 'From South INW 23RD STREET 'From West I I 1 Left Thru Right 1 UTurn Left Thru Right ' UTurn Left Thru Right I Total By Entire Intersection for 08:00 0 11 15 1 0 0% 39% 54% ' 0% 0 07:00 0 6 6 1 0 I 0 I .0 NW 23RD STREET 0 0 15 15 8 8 0 1 0 8 0 0 0 the Period: 07:00 to 09:00 on 05/12/15 ' 08:00 0 0 0 1 0 0 0% 0% 0% 1 0% 0% 10 0B:30 0 0 0 1 0 0 5 I 5 23 .50 NW 5TH AVENUE 11 11 28 2 2 46 • ALL VEHICLES 8 10 0 Intersection Total 46 21 11 0 NW 5TH AVENUE 18 10 0 100% 0% 0 1 2 0 10 10 10 1 08:00 0 0% 8 08:45 0 4 .50 a 0 0 1 100% 0% D% I 4 0 0 1 1 1 0 0 0 0 0 0 0 0 2 2 0 0 0[111milliM7111.11.1 0 0 NW 23Rn STREET & NW 5TH AVENUE MIAMI, FLORIDA COUNTED BY: MARISA CRUZ -0 SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Defray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00150103 Start Date: 05/12/15 File I.D. : 23ST5AVE Page : 3 NW 5TH AVENUE From North UTurn Left Thru Date 05/12/15 Peak Hour Analysis By Entire Peak start 16:15 Volume 6 0 12 Percent 11% 0$ 22% Pk total 54 Highest 16:15 Volume 2 0 4 Hi total 20 PHF .68 'From East Right I UTurn Left Thru Right UTurn Left Thru Right UTurn Left Thru Right I Total INW 5TH AVENUE 'From South INW 23RD STREET From West Intersection for the Period: 16:00 to 18:00 On 05/12/15 16:15 36 1 0 0 0 0 67% 0% 0% 0% 0% 0 07:00 14 0 0 0 0 NW 23RD STREET 0 0 36 36 0 .0 0 36 0 36 i 22 22 0 16:15 0 0 13 0 0% 01 100% 0% 13 16:15 0 0 5 0 5 .65 NW 5TH AVENUE 12 12 6 6 54 89 0 24 2 2 0 60 22 13 0 35 ALL VEHICLES Intersection Total 91 27 r-- 0 0 12 2 14 0 NW 5TH AVENUE 6 0 13 13 13 1 16.15 0 0% 24 16:45 0 8 .75 22 0 2 92% 0% B% 7 0 0 1 0 0 0 0 0 0 0 6 6 0 0 0 0 0 0 NW 23RD STREET & NW 5TH AVENUE MIAMI, FLORIDA COUNTED BY: MARISA CRUZ NOT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 PEDESTRIANS & BIKES Site Code : 00150103 Start Date: 05/12/15 File I.D. : 235T5AVE Page 1 NW 5TH AVENUE From North IFrom East INW 5TH AVENUE (From South INW 23RD STREET IFrom West Left BIKES Right Peds I Left BIKES Right Peds 1 Left BIKES Right Peds I Left BIKES Right Peds ] Total Date 05/12/15 07:00 0 0 ❑ 0] 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 07:15 0 0 0 0] 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 07:30 0 0 0 0 .1 0 0 0 0 1 0 0 0 0 1 0 0 0 2 1 2 07:45 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 Hr Total 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 2 1 2 08:00 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 1 1 1 08:15 0 0 0 0 1 0 0 0 0 I 0 0 0 0 1 0 1 0 3 1 4 08:30 0 0 0 0 1 0 0 0 0] 0 0 0 0 1 0 1 0 s l 6 08:45 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 o I 0 Hr Total 0 0 0 0 1 0 0 0 0 I 0 0 0 D I 0 2 0 9] 11 * BREAK * 16:00 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 12 1 12 16:15 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 16:30 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 1] 1 16: 4 5 0 0 0 0! 0 0 0 0 1 0 0 0 0 j 0 0 0 0 1 0 Hr Total 0 0 0 0# 0 0 0 0 1 0 0 0 0 1 0 0 0 13 1 13 17:00 0 0 0 0 1 0 0 0 0 l 0 0 0 0 1 0 2 0 4] 6 17:15 0 0 0 0 1 0 0 0 0 I 0. 0 0 0 1 0 1 0 2 17:30 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 D 0 1 17:45 0 0 0 0 1 D 0 0 0 1 D 0 0 0 1 0 1 0 0 1 1 Hr Total 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 4 0 7 I 11 *TOTAL* 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 6 0 31 1 37 3 2 1 A' Rtadvik, ‘Leco6a,& Raui l2. 12-0 i S NW 23RD STREET & NW 5TH AVENUE MIAMI, FLORIDA COUNTED BY: AMBER PALOMINO NOT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00150103 Start Date: 05/12/15 File I.D. : 23ST_SAV Page : 1 NW 5TH AVENUE INK 23RD STREET INW 5TH AVENUE 1DRIVEWAY I From North !From East 'From South IFrOm West I UTurn Left Thru Right 1 UTurn Left Thru Right 1 UTurn Left Thru Right I uTurn Left Thru Right 1 Total Date 05/12/15 07:00 1 0 2 0 1 0 0 0 2 1 0 0 0 0 1 0 0 0 0 1 5 07:15 0 0 4 0 1 0 1 0 1 1 0 0 3 0 1 0 0 0 0 1 9 07:30 0 0 4 0 1 0 0 0 1 1 0 1 1 0 1 0 0 0 0 1 7 07:45 0 0 2 0 1 0 0 0 2 1 0 0 2 0 1 0 0 0 0 1 6 Hr Total 1 0 12 0 1 0 1 0 6 1 0 1 6 0( 0 0 0 0 1 27 48:00 1 0 4 0 1 0 0 0 6 1 0 0 2 0 1 0 0 0 0 1 13 08:15 0 0 8 1 1 0 0 0 7 1 0 0 2 0 1 0 0 0 0 1 18 08:30 0 0 12 0 1 0 0 0 7 1 0 0 7 0 1 0 0 0 0 1 26 08:45 0 0 2 0 1 0 0 0 9 1 0 0 7 0 1 0 0 0 0 I 18 Hr Total 1 0 26 1 1 0 0 0 29 1 0 0 18 0 1 0 0 0 0 1 75 * BREAK * 16:00 3 1 11 0 1 0 5 0 20 1 0 0 10 2 1 0 0 0 0 1 52 16:15 0 0 16 1 1 0 2 0 12 1 0 1 10 0 1 0 1 0 0 1 43 16:30 1 0 7 1 1 0 2 0 18 1 0 1 6 0 1 0 0 0 0 1 36 16:45 2 0 6 0 1 0 0 0 20 1 1 0 9 0 1 0 0 0 0 1 38 Hr Total 6 1 40 2 1 0 9 0 70 1 1 2 35 2 1 0 1 0 0 1 169 17:00 1 0 14 3 1 0 3 1 24 I 0 0 8 0 1 0 2 0 0 1 56 17:15 4 0 14 0 I 0 5 0 16 1 0 0 6 0 I 0 0 0 0 1 4 17:30 1 0 7 0 1 0 0 1 16 1 0 0 6 0 1 0 0 0 0 1 31 17:45 2 0 7 0 1 0 4 0 13 I 0 0 7 0 1 0 0 0 0 1 33 Hr Total 8 0 42 3 1 0 12 2 69 1 0 0 27 0 j 0 2 0 0 165 *TOTAL* 16 1 120 6 1 0 22 2 174 1 1 3 86 2 0 3 0 0 1 436 NW 23RD STREET & NW 5TH AVENUE MIAMI, FLORIDA COUNTED BY: AMBER PALOMINO -T SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone {561) 272-3255 ALL VEHICLES Site Code : 00150103 Start Date: 05/12/15 File I.D. : 23ST SAV Page : 2 NW 5TH AVENUE jNW 23RD STREET jNW 5TH AVENUE !DRIVEWAY j From North 'From East !From South !From West j 1 I I UTurn Left Thru night j UTurn Left Thru Right °Turn Left Thru Right j UTurn Left Thru Right j Total Date 05/12/15 Peak Hour Analysis By Entire Intersection for the Period: 07:00 to 09:00 on 05/12/15 Peak start 08:00 08:00 08:00 j 08:00 Volume 1 0 26 1 0 0 0 29 0 0 1B 0 j 0 0 0 0 j Percent 4% 01 93% 41 03i 0% 0% 100% 0% 0% 100% 01 01 0& 0% 0% j Pk total 26 29 16 0 j Highest 08:30 08:45 08:30 07:00 j Volume 0 0 12 0 0 0 0 9 0 0 7 0 j 0 0 0 0 j Hi total 12 9 7 0 j PHF .58 .81 .64 .0 j nRIVEWAY 0 0 1 1 0 0 0 0 0 0 1 NW 5TH AVENUE 26 26 28 1 1 75 0 18 29 47 0 • ALL VEHICLES Intersection Total 75 1 44 30 0 29 29 29 0 �- -- 18 0 0 18 26 0 26 0 18 NW 5TH AVENUE 0 0 0 1 NW 23RD STREET 0 0 1 0 0 NW 23RD STREET & NW 5TH AVENUE MIAMI, FLORIDA COUNTED BY: AMBER PALOMINO NOT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00150103 Start Date: 05/12/15 File I.D. 23ST SAV Page : 3 NW 5TH AVENUE INW 23RD STREET INW 5TH AVENUE (DRIVEWAY From North 'From East (Prom South (From West UTurn Left Thru Right I UTurn Left Thru Right UTurn Left Thru Right UTurn Left Thru Right 1 Total Date 05/12/15 Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 05/12/15 Peak start 16:30 16:30 1 16:30 16:30 volume B 0 41 4 1 0 10 1 78 1 1 1 29 0 0 2 0 0 Percent 15% 0% 77% 8% 0% 11% 18 88% j 3% 3% 94% 0% 08 100% 0% 0% 1 Pk total 53 1 89 31 2 Highest 17:00 17:00 1 16:45 17:00 Volume 1 0 14 3 1 0 3 1 24 1 1 0 9 0 0 2 0 0 Hi total 18 28 I 10 2 PHF _74 1 .79 1 .7B .25 1 0 4 0 4 DRIVEWAY 2 1 4 7 • 2 2 0 0 2 0 0 0 NW 5TH AVENUE 41 41 53 8 8 162 2 29 78 109 0 ALL VEHICLES 9 97 Intersection Total 175 10 41 0 51 82 • 2 2 NW 5TH AVENUE 0 78 78 89 1 31 • 29 29 1 10 10 8 NW 23RD STREET 0 0 8 0 0 NW 23RD STREET & NW 5TH AVENUE MIAMI, FLORIDA COUNTED BY: AMBER PALOMINO -YT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Site Code : 00150103 Delray Beach, Florida 33444 Start Date: 05/12/15 Phone (561) 272-3255 File I.D. : 23ST_5AV Page : 1 PEDESTRIANS & BIKES NW 5TH AVENUE INW 23RD STREET 1NW 5TH AVENUE 'DRIVEWAY From North (From East 'From South (From West Left BIKES Right Peds I Left BIKES Right Peds I Left BIKES Right Peds 1 Left BIKES Right Peds 1 Total Date 05/12/15 07:00 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 07:15 0 0 0 0 1 0 0 0 0 1 0 0 0 0 I 0 0 0 0 1 0 07:30 0 0 0 0 1 0 1 0 1 1 0 0 0 0 f 0 0 0 0 1 2 07:45 0 0 0 0 i 0 1 0 0 1 0 0 0 0 1 0 0 0 0 1 1 Hr Total 0 D 0 0 1 0 2 0 1 1 0 0 0 0 1 0 D 0 0 1 3 * BREAK 16:00 0 0 0 0 1 0 0 0 7 I 0 0 0 1 1 0 0 0 0 1 8 16:15 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 16:30 0 0 0 3 1 0 0 0 0 1 0 0 0 0 1 0 0 4 0 1 3 16:45 0 0 0 0 1 0 0 0 7 1 0 0 0 3 1 0 0 0 0 1 10 Kr Total 0 0 0 3 1 0 0 0 14 1 0 0 0 4 1 0 0 0 0 1 21 17:00 0 0 0 0 1 0 0 0 1 1 0 0 0 0 1 0 0 0 0 1 1 17:15 0 0 0 10 1 0 0 0 1 1 0 0 0 0 1 0 0 0 0 1 11 17:30 0 0 0 1 1 0 0 0 3 1 0 0 0 0 1 0 0 0 0 1 4 17:45 0 0 0 2 1 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 2 Hr Total 0 0 0 13 1 0 0 0 5 1 0 0 0 0 1 0 0 0 0 1 18 CAL* 0 0 0 16 1 0 2 0 20 1 0 0 0 4 J 0 0 0 0 1 42 f R c1C_ 1h k\ 2 l Z& t S (am Likes ;tAwct-N0 NW 23RD STREET & NW 2ND AVENUE MIAMI, FLORIDA COUNTED BY: SEBASTIAN SALVO "iT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone {561) 272-3255 ALL VEHICLES Site Code 00150103 Start Date: 05/13/15 File I.D. 23ST_2AV Page : 1 NW 2ND AVENUE From North From East 1NW 2ND AVENUE 'From South 1NW 23RD STREET 'From West UTurn Left Thru Right UTurn Left Thru Right 1 UTurn Left Thru Right UTurn Left Thru Right I Total Date 05/13/15 07:00 0 0 53 2 1 0 0 0 0 1 0 0 35 0 1 0 0 0 0 1 90 07:15 0 0 70 6 1 0 0 0 0 1 0 1 57 0 1 0 0 0 0 I 134 07:30 0 0 86 2 1 0 0 0 0 1 0 2 36 0 1 0 0 0 0 126 07:45 0 0 82 4 1 0 0 0 0 1 0 3 40 0 J 0 0 0 1 1 130 Hr Total 0 0 291 14 1 0 0 0 0 0 6 168 0 1 0 0 0 1 1 460 08:00 0 0 95 4 1 0 0 0 0 1 0 3 55 0 1 0 0 0 0 1 157 08:15 0 0 107 8 1 0 0 0 0 1 1 4 72 0 1 0 0 0 0 1 192 08:30 0 0 88 5 1 0 0 0 0 1 0 3 69 0 1 0 1 D 0 1 166 08:45 0 0 93 9 1 0 0 0 0 f 0 8 75 0 1 0 0 0 0 1 185 Hr Total 0 0 383 26 [ 0 0 0 0 1 1 18 271 0 1 0 1 0 0 1 700 * gam{ * 16:00 0 0 87 15 1 0 0 0 0 1 0 6 111 D 1 0 0 0 0 1 219 16:15 0 0 81 17 1 0 0 0 0 1 0 5 95 0 1 0 0 0 0 1 198 16:30 0 0 66 19 I 0 0 0 0 1 0 4 128 0 1 0 1 0 0 1 218 16:45 0 0 63 10 J 0 0 0 0 1 0 8 135 0 1 0 0 0 1 1 217 Hr Total 0 0 297 61 1 0 0 0 0 1 0 23 469 0 1 0 1 0 1 1 852 '7:00 0 0 82 16 1 0 0 0 0 1 0 13 155 0 1 0 0 0 0 1 266 15 1 0 69 11 1 0 0 0 0 1 0 4 137 0 1 0 1 0 1 1 224 :30 1 0 64 10 j 0 0 0 0 1 1 7 135 0 1 0 0 0 0 1 218 17:45 0 0 67 12 1 0 0 0 0) 0 8 123 0 1 0 0 0 0 1 210 Hr Total 2 0 282 49 I 0 0 0 0 1 1 32 550 0 1 0 1 0 1 1 918 *TOTAL* 2 0 1253 150 1 0 0 0 0 1 2 79 1458 0 1 0 3 0 3 1 2950 NW 23RD STREET & NW 2ND AVENUE MIAMI, FLORIDA COUNTED BY: SEBASTIAN SALVO NOT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-2255 ALL VEHICLES Site Code : 00150103 Start Date: 05/13/15 File I.D. : 23ST 2AV Page : 2 NW 2ND AVENUE From North UTurn Left Thru Date 05/13/15 'From East Right I UTurn Left Thru Right 1 UTurn Left 1NW 2ND AVENUE From South INW 23RD STREET 'From West Thru Right 1 UTurn Left Thru Right 1 Total Peak Hour Analysis By Entire Intersection for the Period: Peak start 08:00 1 08:00 Volume 0 0 363 26 0 0 Percent 0% 0% 94i 6% 0% 0% Pk total 409 0 Highest 08:15 07:00 Volume 0 0 107 8 1 0 0 Hi total 115 0 PHH .89 I .0 • 0 26 0 26 I NW 23RD STREET 19 0 26 45 0 0 1 0 0 0 07:00 to 09:00 on 05/13/15 08:00 0 0 1 18 0% 0% 0% 6$ 290 08:45 0 0 I 0 8 83 I .87 NW 2ND AVENUE 383 383 409 0 0 46 681 08:00 271 0 0 1 0 93% 0% 1 0% 100% 0* 1 08:30 75 0 0 1 0 1 I .25 1 271 0 272 ALL VEHICLES Intersection Total 700 673 0 19 383 0 383 19 NW 2ND AVENUE 0 290 • 271 271 0 0 0I 0% 0 1 0 0 0 0 0 0 0 0 0 0 0 0• 0 0 0 NW 23RD STREET & NW 2ND AVENUE MIAMI, FLORIDA COUNTED BY: SEBASTIAN SALVO -"TT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00150103 Start Date: 05/13/15 File I.B. : 23ST_2AV Page : 3 NW 2ND AVENUE I INN 2ND AVENUE INW 23RD STREET From North (From East !From South 1From West I I ! UTurn Left Thru Right 1 UTurn Left Thru Right 1 UTurn Left Thru Right I UTurn Left Thru Right Date 05/13/15 Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 05/13/15 Peak start 16:30 r 16:30 1 16:30 16:30 Volume 1 0 280 56 1 0 0 0 0 1 0 29 555 0 0 2 0 2 Percent 0% 0% 83% 17% 0% 0% 04 0% 0% 5% 95% 0% 1 0% 50% 0* 50% Pk total 337 0 1 584 4 Highest 17:00 07:00 I 17:00 17:15 Volume 0 0 82 16 I 0 0 0 0 1 0 13 155 0 1 0 1 0 1 Hi total 98 0 1 168 2 PHF .86 f .0 1 .87 1 .50 NW 23RD STREET 29 0 56 85 0 56 0 56 t 2 2 0 0 4 2 2 0 NW 2ND AVENUE 280 280 1 337 894 89 1 2 555 0 557 • ALL VEHICLES Intersection Total 925 866 0 • 29 280 2 282 29 NW 2ND AVENUE 1 584 • 555 555 0 Total 0 0 0 0 0 0 0 0 1 1 0 0 0- 0 0 0 NW 23RD STREET & NW 2ND AVENUE MIAMI, FLORIDA COUNTED BY: SEBASTIAN SALVO NOT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 PEDESTRIANS & BIKES Site Code 00150103 Start Date! 05/13/15 File I.D. : 23ST 2AV Page : 1 NW 2ND AVENUE From North (From East !NW 2ND AVENUE !From South INW 23RD STREET !From West i I Left BIKES Right Peds i Left BIKES Right Peds J Left BIKES Right Peds J Left BIKES Right Peds I Total Date 05/13/15 07:00 0 0 0 D I 0 0 0 o f 0 0 0 0 I 0 0 0 1 I 1 07:15 0 0 0 o] 0 0 0 a J 0 0 0 o I 0 1 0 o I 1 07:30 0 0 0 0 I 0 0 0 0] 0 0 0 0] 0 1 0 2 1 3 07:45 0 0 0 0] 0 0 0 0] 0 0 0 0] 0 2 0 0 1 2 xr Total 0 0 0 o I 0 0 0 o I 0 0 0 o] 0 4 0 3 I 7 ❑8:00 0 0 0 a I 0 0 0 a I 0 0 0 v J 0 2 0 z I 4 08:15 0 0 0 0] 0 0 0 0 I 0 0 0 0 i 0 1 0 4 I 5 06:30 0 0 0 a J 0 0 0 D I 0 0 0 a I 0 1 0 l I 2 08:45 0 0 0 0 k 0 0 0 0 J 0 0 0 0 1 0 0 0 2 1 2 xr Total 0 0 ❑ D I 1 0 0 0 D J 0 0 0 o I 0 4 0 3 I 13 * BREAK * 16:00 0 0 0 0 J 0 0 0 0] 0 0 0 0] 0 2 0 18 ] 20 16:15 0 0 0 0( 0 0 0 0] 0 0 0 0 i 0 4 0 6 I 10 16:30 0 0 0 0 J 0 0 0 0 f 0 0 0 0 I 0 4 0 12 ] 16 16:45 0 0 0 0] 0 0 0 0 k 0 0 0 0] 0 2 0 2] 4 Hr Total 0 0 0 0 1 0 0 0 0) 0 0 ❑ 0 1 0 12 0 38 J 50 17:00 0 0 0 0] 0 0 0 0 f 0 0 0 0 I 0 2 0 6 17:15 0 0 0 0] 0 0 0 0- i 0 0 0 D I 0 3 0 7 17:3D 0 0 0 0 I 0 0 0 0 1 0 0 0 0 I 0 4 0 5 17:45 0 0 0 0 1 0 0 0 0] 0 0 0 0 1 0 3 0 10 Hr Total 0 0 0 0 1 0 0 0 0] D 0 0 0 1 0 12 0 28 8 1 13 46 *TOTAL* 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 32 0 78 1 110 �;vtra k A.4) 0J Z35Tz' NW 22ND STREET & NW 6TH AVENUE MIAMI, FLORIDA COUNTED BY: CRISTINA PALOMINO NOT SIGNALIZED Traffic Survey Specialiste, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00150103 Start Date: 05/13/15 File I.D. : 22ST_6AV Page : 1 NW 6TH AVENUE From North INW 22ND STREET I From East INW 6TH AVENUE !From South (From West UTurn Left Thru Right I UTurn Left Thru Right I UTurn Left Thru Right I UTurn Left Thru Right I Total Date 05/13/15 07:00 0 0 11 0 I 0 2 0 0 1 0 0 9 0 1 0 0 0 0 1 22 07:15 0 0 20 0 1 0 0 0 0 1 0 0 10 0 1 0 0 0 0 1 30 07:30 0 0 20 0 1 0 0 0 0 1 0 0 13 1 1 0 0 0 0 1 34 07:45 0 1 22 0 1 0 1 0 0 1 0 0 14 0 1 0 0 0 0! 38 Hr Total 0 1 73 0 1 0 3 0 0 1 0 0 46 1 1 0 0 0 0 1 124 08:00 0 0 33 0 1 0 1 0 0 1 0 0 29 0 1 0 0 0 0 1 63 08:15 0 0 19 0 1 0 1 0 1 1 0 0 19 2 1 0 0 0 0 1 42 08:30 0 0 16 0 1 0 3 0 1 1 0 0 23 1 1 0 0 0 0 1 44 08:45 0 2 14 0 1 0 2 0 0 1 0 0 28 1 1 0 0 0 0 1 47 Hr Total 0 2 82 0 1 0 7 0 2 1 0 0 99 4 1 0 0 0 0 1 196 * BREAK 16:00 0 2 21 0 1 0 6 0 1 1 0 0 39 0 1 0 0 0 0 1 69 16:15 1 1 13 0 1 1 3 0 3 1 0 0 22 1 1 0 0 0 0 1 45 16:30 0 0 25 0 1 0 5 0 0 1 0 0 28 1 1 0 0 0 0 1 59 16:45 0 0 1B 0 1 0 4 0 0 1 0 0 39 3 1 0 0 0 0 1 64 Hr Total 1 3 77 0 1 1 16 0 4 1 0 0 128 5 1 0 0 0 0 I 237 17:00 0 0 26 0 1 0 3 0 1 1 0 0 38 1 1 0 0 0 0 1 69 17:15 0 0 27 0 1 0 1 0 0 1 0 0 32 0 1 0 0 0 0 1 6. 17:30 0 0 41 0 1 0 3 0 1 1 0 0 31 5 1 0 0 0 0 I 8_ 17:45 0 1 22 0 1 0 2 0 1 1 0 0 27 2 1 0 0 0 0 1 55 Nr Total 0 1 116 0 1 0 9 0 3 1 0 0 128 8 1 0 0 0 0 1 265 *TOTAL* 1 7 348 0 1 1 37 0 9 1 0 0 401 18 1 0 0 0 0 I 822 NW 22ND STREET & NW 6TH AVENUE MIAMI, FLORIDA COUNTED BY: CRISTINA PALOMINO 'T SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00150103 Start Date: 05/13/15 File I.D. : 22ST_6AV Page : 2 NW 6TH AVENUE INN 22ND STREET INW 6TH AVENUE 1 From North IFrom East Pram South From West UTurn Left Thru Right I UTurn Left Thru Right 1 UTurn Left Thru Right UTurn Left Thru Right I Total Date 05/13/15 Peak Hour Analysis Hy Entire Intersection for the Period: 07:00 to 09:00 on 05/13/15 Peak start 08:00 Volume 0 2 82 D Percent Dt 2% 98% 01 Pk total 84 Highest 08:00 Volume 0 0 33 0 Hi total 33 PHF .64 0 0 0 08:00 08:00 1 08:00 0 7 0 2 1 0 0 99 4 I 0 0 0 0 0% 78% 01 22% 1 01 0% 961- 4% 1 0% 08 0* 01- 9 103 1 0 08:30 08:00 1 07:00 0 3 0 1 1 0 0 29 0 f 0 0 0 0 4 1 29 0 .56 1 .89 1 .0 NW 6TH AVENUE • 0 0 82 2 0 99 2 o 0 82 2 101 0 84-------I 185 0 0 -10 0 0 0 0 0 • ALL VEHICLES Intersection Total 196 192 7 • 0 82 0 89 0 NW 6TH AVENUE 15 103 • 99 99 2 0 2 0 9 0 7 7 6 NW 22ND STREET 0 0 2 0 4 NW 22ND STREET & NW 6TH AVENUE MIAMI, FLORIDA COUNTED BY: CRISTINA PALOMINO NOT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00150103 Start Date: 05/13/15 File I.D. 22ST 6AV Page : 3 NW 6TH AVENUE From North UTurn Left Thru Date 05/13/15 Peak Hour Analysis Peak start 16:45 Volume 0 Percent O% Pk total 112 Highest 17:30 Volume 0 Hi total 41 PHP .68 0 0 0 INW 22ND STREET (From East Right 1 UTurn Left INW 6TH AVENUE I IFrom SOUth IFron West I I I Thru Right I UTurn Left Thru Right I UTurn Left Thru Right I Total By Entire Intersection for the Period: 16:45 0 112 0 } 0 11 0% 100i 0% I 0% 85% 13 16:45 0 41 0 I 0 4 4 I .81 0 a 0 0 0 0 0 0 0 0 0 1 0 16:0D to 18:00 on 05/13/15 16:45 0 2 I 0 0 140 0% 15% I 0% 0% 941 149 I 16:45 0 0 I 0 0 39 42 .89 NW 6TH AVENUE 0 112 0 0 112 0 112 254 0 140 2 142 ALL VEHICLES Intersection Total 274 1 11 112 0 123 272 0 0 NW 6TH AVENUE I 16:45 9 I 0 6% I 01 I 0 07:00 3 I 0 0 I .0 13 22 149 140 140 0 0 0 I 0% 0% 01 I I 0 0 0 I 0 2 0 0 2 0 11 11 9 NW 22ND STREET 0 0 9 0 0 NW 22ND STREET & NW 6TH AVENUE MIAMI, FLORIDA COUNTE➢ BY: CRISTINA PALOMINO -"r)T SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 PE➢ESTRIANS & BIKES Site Cade DC150103 Start Date: 05/13/15 File F.D. : 22ST 6AV Page : 1 NW 6TH AVENUE Prom North Left BIKES Right Date 05/13/15 INW 22ND STREET (From East INW 6TH AVENUE !From South Pads I Left BIKES Right Peds j Left BIKES (From West Right Pads Left BIKES Right Peda 1 Total 07:00 0 0 0 0 07:15 0 0 0 0 07:30 0 0 0 0 07:45 0 0 0 0 Hr Total 0 0 0 0 08:00 0 0 0 0 08:15 0 0 0 0 08:3D 0 0 0 0 08:45 0 0 0 0 Hr Total 0 0 0 0 16:00 16:15 16:30 16:45 Hr Total '7:00 15 :30 17:45 Hr Total * BREAK * 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 1 0 0 O 1 0 a 1 0 1 O 0 0 0 1 0 0 O 0 0 0 1 0 0 0 1 0 0 1 0 1 a o a o f 0 0 a 0 0 1 1 0 o O 0 0 0 a 0 O 0 0 0 1 0 0 0 a 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 O I O I 0I O f 0f O 1 O 1 O 1 of O 1 0 2 0 0 2 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 1 1 2 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 0 0 0 1 1 *TOTAL* 0 0 0 0 0 1 0 0 0 0 0 0 1 6 f 1 i t v tkoakLi (Florida.. Nk9 rbi20/‘ losaAft bj'. g..ItxI(.iAo to 017- s�9rIa txilect NW 22ND STREET & NW 5TH AVENUE MIAMI, FLORIDA COUNTED BY: CRISTINA PALOMINO "')T SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code 00150103 Start Date: 05/12/15 File I.D. : 22ST_5AV Page : 1 NW 5TH AVENUE I INW 5TH AVENUE INW 22ND STREET From North (From East !From South (From West 1 I i I I UTurn Left Thru Right I UTurn Left Thru Right I UTurn Left Thru Right I UTurn Left Thru Right I Total Date 05/12/15 07:00 0 0 0 0! 0 0 0 0 1 0 0 0 0 1 0 1 0 0 1 1 07:15 1 0 0 0! 0 0 0 0! 0 0 0 0 1 0 1 0 0 1 2 07:30 0 0 1 1 f 0 0 0 0 1 0 0 0 0! 0 0 0 0 I 2 07:45 0 0 0 2 1 0 0 0 0 1 0 0 0 0 i 0 1 0 0 1 3 Hr Total 1 0 1 3 1 0 0 0 0 1 0 0 0 0 1 0 3 0 0 f 8 08:00 0 0 0 1 1 0 D 0 0 I 0 0 1 0 1 0 1 0 0 I 3 08:15 0 0 0 3 1 0 0 0 0 I 0 0 0 0 1 0 0 0 0 I 3 08:30 0 0 1 5 1 0 0 0 0 1 0 0 1 0 1 0 4 0 0 I 11 08:45 0 0 0 1 I 0 0 0 0 1 0 0 0 0 f 0 3 0 0 1 4 Hr Total 0 0 1 10 1 0 0 0 0 1 0 0 2 0 1 0 8 0 0 1 21 * BREAK * 16:00 2 0 0 5! 0 0 0 0 1 0 0 0 0 1 0 3 0 0 1 10 16:15 2 0 0 3 f 0 0 0 0 1 0 0 0 0 1 0 3 0 0 1 8 16:30 0 0 0 5 1 0 0 0 0 1 0 0 0 0 1 0 3 0 0 I 8 16:45 2 0 0 1 1 0 0 0 0 1 0 0 0 0 1 1 0 0 0 1 4 Hr Total 6 D 0 14 1 0 0 0 0! 0 0 0 0 1 1 9 0 0 1 30 17:00 1 0 0 2 1 0 0 0 0 j 0 0 0 0 1 0 2 0 01 5 15 0 0 0 4 f 0 0 0 0 I 0 0 0 0 f 0 0 - 0 0 1 4 .30 0 0 0 1 1 0 0 0 0 1 0 0 0 0 1 0 2 0 0 I 3 17:45 0 0 0 2 1 0 0 0 0 1 0 0 0 0 1 0 1 0 0 1 3 Hr Total 1 0 0 9! 0 0 0 0 1 0 0 0 0 1 0 5 0 0 1 15 "Tffi'AL* 8 0 2 36 1 0 0 0 0 I 0 0 2 0 1 1 25 0 0 1 74 NW 22ND STREET & NW 5TH AVENUE MIAMI, FLORIDA COUNTED BY: CRISTINA PALOMINO NOT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone {561} 272-3255 ALL VEHICLES Site Code 00150103 Start Date: 05/12/15 File I.D. 22ST_5AV Page : 2 NW 5TH AVENUE From North UTurn Left Thru Date 05/12/15 Peak Hour Analysis By Entire Peak start 08:00 Volume 0 0 1 Percent 06 01' 91 Pk total 11 Highest 08:30 Volume 0 0 1 Hi total 6 PHF .46 (From East INW 5TH AVENUE !From South !NW 22ND STREET !From West Right 1 UTurn Left Thru Right 1 UTurn Left Thru Right UTurn Left Thru Right 1 Total Intersection for the Period: 08:00 10 0 0 0 91* 01 0% 0 07:00 5 0 0 0 0 .0 NW 22ND STREET 0 0 10 10 0 0 8 8 0 0 8 0 0 • 0 0 10 10 18 07:00 to 09:00 on 05/12/15 08:00 O 1 0 0 Ot 01 1 0% 0% 2 08:00 O 1 0 0 I 1 .50 NW 5TH AVENUE 1 1 11 0 0 21 2 0 100* 04 1 8 2 0 10 • ALL VEHICLES Intersection Total 21 3 0 0 1 0 1. 0 NW 5TH AVENUE 0 0 2 2 2 08:00 O 8 0 0 01 1001 0% 0% 8 08:30 O 4 0 0 4 .50 0 0 0 0 0 0 0 0 0 0 011.1.1.11111011 0 0 0 0 0 NW 22ND STREET & NW 5TH AVENUE MIAMI, FLORIDA COUNTED BY: CRISTINA PALOMINO -IT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00150103 Start Date: 05/22/25 File I.D. : 22ST SAV Page : 3 NW 5TH AVENUE From North UTurn Left Thru Date 05/12/15 IFrom East Right I UTurn INW 5TH AVENUE IFrom South INW 22ND STREET IFrom West Left Thru Right 1 UTurn Left Thru Right I UTurn Left Thru Right I Total Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 05/12/15 Peak start 16:00 Volume 6 0 0 Percent 30* 0% 0% Pk total 20 Highest 16:00 Volume 2 0 0 Hi total 7 1 1 0 PHF .71 f .0 1 .0 16:00 14 1 0 0 0 70% 1 0% 0% 0% 0 07:00 5 I 0 0 0 0 • o 14 0 14 NW 22ND STREET 0 0 14 14 10 10 0 NW 5TH AVENUE 0 0 10 0 0 . 0 0 l 24 6 0 6 20 30 1 16:00 0 1 0 0 0% 1 0% 0% 0 07:00 01 0 0 0 0 0% 0% 0 10 0 0 10 • ALL VEHICLES Intersection Total 30 0 0 0 0 0 0 0 NW 5TH AVENUE 0 6 0 0 0 0 16:00 1 9 0 10% 90% 0% 10 16:00 0 3 0 3 .83 0 0 0 0% 0 0 0 0 0 0 0 6 l 0 0 0 0 6 0 0 NW 22ND STREET & NW 5TH AVENUE MIAMI, FLORIDA COUNTED BY: CRISTINA PALOMINO NOT SIGNALIZEL Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 PEDESTRIANS & BIKES Site Code : 00150103 Start Date: D5/12/15 File I.D. : 22ST 5AV Page : 1 NW 5TH AVENUE From North (From East INW 5TH AVENUE (From South INW 22ND STREET IFrom West Left BIKES Right Peds 1 Left BIKES Right Peds I Left BIKES Right Peds I Left BIKES Right Peds I Total Date 05/12/15 07:00 0 0 0 0 1 a 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 07:15 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 07:30 0 0 0 0 1 0 0 0 0 1 0 0 0 0 I 0 0 0 3 1 3 07:45 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 Hr Total 0 0 0 0 1 0 0 0 0 1 0 0 0 0 I 0 0 0 3 1 3 08:00 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 1 1 1 08:15 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 1 0 3 1 4 08:30 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 1 0 3 1 4 08:45 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 Hr Total 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 2 0 7 1 9 * BREAK * 16:00 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 14 1 14 16:15 0 0 0 0 1 0 0 0 0 1 D 0 0 0 1 0 1 0 2 1 3 16:30 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 1 1 1 16: 4 5 0 0 0 0 1 0 0 0 0 l 0 0 0 D I 0 1 0 0 1 1 Hr Total 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 2 0 17 1 19 17:00 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 1 0 1 1 2 17 : 15 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 17:30 0 0 0 0 1 0 0 0 0 I 0 0 0 0 1 0 0 0 0 1 L 17:45 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 2 1 2 Hr Total 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 1 0 3 1 4 *TOTAL* 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 5 0 30 1 35 7 z LA) 22- 51-- L,7 tL Traffic Survey Specialists, Inc. NW 22ND STREET & NW 3RD AVENUE 624 Gardenia Terrace Site Code : 00150103 MIAMI, FLORIDA Delray Beach, Florida 33444 Start Date: 05/12/15 COUNTED BY: ANGEL CRUZ Phone (561) 272-3255 File I.D. : 22ST 3AV NOT SIGNALIZED Page : 1 ALL VEHICLES DRIVEWAY ]NW 22ND STREET }NW 3RD AVENUE [NW 22ND STREET 1 From North ]From EaSt ]From South ]From west ] } I I UTurn Left Thru Right UTurn Left Thru Right ] UTurn Loft Thru Right ] UTurn Left Thru Right ] Total Date 05/12/15 07:00 0 0 0 1] 0 1 1 0 0 2 0 3 1 0 0 3 01 11 07:15 0 1 0 21 0 2 2 0 0 1 0 6 1 0 0 3 5] 22 07:30 0 0 1 31 0 2 7 0 0 7 0 41 0 0 7 71 38 07:45 0 0 1 0 1 0 2 4 0 0 3 0 7 1 0 0 4 81 29 Hr Total 0 1 2 6 1 0 7 14 ❑ 0 13 D 20 0 0 17 20 100 08:00 0 1 0 0 1 0 2 2 0 1 7 0 41 0 0 3 7] 27 08:15 0 0 0 01 0 5 8 0 0 6 0 31 0 0 8 81 38 08:30 0 0 0 0] 0 3 1 0 0 4 0 4] D 0 0 5 17 08:45 0 0 0 01 0 2 3 0 0 4 0 51 0 0 4 3 21 Hr Total 0 1 0 0 ] 0 12 14 0 1 21 0 16 ] 0 0 15 23 ] 103 * BREAK * 16:00 0 0 0 01 0 2 4 01 0 8 1 10 ] 0 0 6 5 1 36 16:15 0 0 2 01 4 2 1 01 1 8 0 11 ] 0 0 2 6 1 33 16:30 0 D 1 0] 1 7 1 1] 0 5 0 10 ] D 0 2 6] 34 16:45 0 D 0 0 1 0 5 2 01 0 7 0 9 1 0 1 2 31 29 Hr Total 0 0 3 0 1 16 B 1 1 1 28 1 40 1 0 1 12 20 ] 132 17:00 0 0 1 0] 0 6 3 01 0 8 0 18 ] 0 0 2 4] 42 17 : 15 0 0 0 0] 0 3 4 0] 1 10 1 13 ] 0 0 1 3] 3 17:30 0 0 0 0] 0 4 7 0] 0 3 1 8 1 0 0 1 4] 2, 17:45 0 0 1 01 0 3 2 0 1 0 8 0 9 1 0 0 3 8] 34 Hr Total 0 0 2 0 1 0 16 16 0 1 29 2 48 ] 0 0 7 19 ( 140 *TOTAL* 0 2 7 6 1 1 51 52 1 3 91 3 124 ] 0 1 51 82 1 475 NW 22ND STREET & NW 3RD AVENUE MIAMI, FLORIDA COUNTED BY: ANGEL CRUZ -nT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00150103 Start Date: 05/12/15 File I.D. 22ST_3AV Page : 2 DRIVEWAY INW 22ND STREET INW 3RD AVENUE INW 22ND STREET From North From East From South From West I UTurn Left Thru Right f UTurn Left Thru Right f UTurn Left Thru Right 1 UTurn Left Thru Right 1 Total Date 05/12/15 Peak Hour Analysis By Entire Intersection for the Period: 07:00 to 09:00 an 05/12/15 Peak start 07:30 07:30 1 07:30 07:3D Volume 0 1 2 3 1 0 11 21 0 1 1 23 0 16 0 0 22 30 Percent 0% 17% 33% 50% 0% 34% 66t D% 21c 55% 0% 43t 1 0% 0% 42% 58% Pk total 6 1 32 42 52 Highest 07:30 as:Is ( 08:00 1 08:15 volume 0 0 1 3{ 0 5 8 0 1 1 7 0 4 0 0 8 8 Hi total 4 j 13 1 12 j 16 PHF .38 1 .62 1 .88 1 .8l NNW 22ND STREET 24 21 3 48 0 0 22 3 3 22 52 • 30 30 1 0 100 DRIVEWAY 2 2 1 1 6 6 0 0 0 0 ALL VEHICLES Intersection Total 132 11 2 30 43 85 24 24 NW 3RD AVENUE 73 0 0 0 0 32 21 42 --- 0 18 0 21 11 11 41 NW 22ND STREET 1 22 18 0 18 0 NW 22ND STREET & NW 3RD AVENUE MIAMI, FLORIDA COUNTED BY: ANGEL CRUZ NOT SIGNALIZED Traffic Survey Specialist8, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00150103 Start Date: 05/12/15 File I.D. : 22ST 3AV Page : 3 DRIVEWAY From North UTurn Left Thru Date 05/12/15 Peak Hour Analysis Peak start 16:30 Volume 0 Percent OW Pk total 2 Highest 16:30 Volume 0 Hi total 1 PHF .50 1NW 22ND STREET INW 3RD AVENUE INW 22ND STREET 1From East . IFrom South 1From West I I ] I Right 1 UTurn Left Thru Right I UTurn Left Thru Right J UTurn Left Thru Right I Total By Entire Intersection for the Period: 16:00 to 18:00 on 05/12/15 I 16:30 I 16:30 0 2 0 I 1 21 10 1 I 1 30 0$ 100* 0% I 3W 64i 30% 3% I 1% 37% 33 I 62 16:30 I 17:00 0 1 0 I 1 7 1 1 I 0 8 10 I 26 I -82 1 .79 NW 22ND STREET 31 10 0 41 0 0 7 0 0 DRIVEWAY 2 - 2 2 0 0 7 24 16 16 0 65 5 16:30 1 50 I 0 1 18 61% I 0% 4% 24 16:30 0 18 I 0 0 8 I .75 1 1 1 3 • ALL VEHICLES Intersection Total 141 22 2 16 40 122 • 31 31 NW 3RD AVENUE 33 90 82 1 1 7 16 I 29* 67% I 2 6I 0 0 1 10 10 22 22 57 NW 22ND STREET 0 0 0 7 50 NW 22ND STREET & NW 3RD AVENUE MIAMI, FLORIDA COUNTED BY: ANGEL CRUZ T SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 PEDESTRIANS & BIKES Site Code : 00150103 Start Date: 05/12/15 File I.D. 22ST_3AV Page : 1 DRIVEWAY INW 22ND STREET INW 3RD AVENUE INW 22ND STREET From North !From East (From South IFrOm west I I I Left BIKES Right Peds ! Left BIKES Right Peds 1 Left BIKES Right Peds I Left BIKES Right Date 05/12/15 Peds I Total 07:00 0 0 0 0 I 0 1 0 0 1 0 0 0 0! 0 0 0 2 1 3 07:15 0 0 0 2 1 0 0 0 1 1 0 0 0 0 I 0 0 0 1 1 4 07:30 0 0 0 1! 0 0 0 0 1 0 3 0 D I 0 0 0 1 1 5 07:45 0 1 0 0 1 0 0 0 0 1 0 2 0 2 1 0 0 0 0 1 5 Hr Total 0 1 0 3 1 0 1 0 1 1 0 5 0 2 1 0 0 0 4 1 17 08:00 0 0 0 0 1 0 0 0 0 1 0 1 0 0 1 0 0 0 0! 1 08:15 0 0 0 1 1 0 0 0 1 1 0 1 0 1 1 0 0 0 0 1 4 06:30 0 0 0 0 1 0 0 0 0 I 0 0 0 2 1 0 1 0 0 1 3 06:45 0 1 D 0 1 0 0 ❑ 0 1 0 0 0 0 1 0 0 0 1 1 2 Hr Total 0 1 0 1 1 0 0 0 1) 0 2 0 3 1 0 1 0 1 10 * BREAK * 16:00 0 0 0 0! 0 0 0 0 1 0 1 0 5 1 0 0 0 0 1 6 16 :15 0 2 0 0 j 0 0 D 0 1 0 0 0 0 1 0 0 0 0 1 2 16:30 0 ❑ 0 3 1 0 0 0 0 1 0 0 0 4 1 0 0 0 0 1 7 16:45 0 0 0 0 1 0 0 0 0 1 0 0 0 2 1 0 0 0 4! 6 Br Total 0 2 0 3 1 0 0 0 0 f 0 1 0 11 1 0 0 0 4 1 21 ':00 0 5 0 1 1 0 0 0 0 1 0 0 0 0 1 0 2 0 3 1 11 15 0 0 0 0! 0 0 0 0 1 0 0 0 0 1 0 0 0 0! 0 .:30 0 0 0 0! 0 0 0 0! 0 1 0 0! 0 1 0 2 1 4 17:45 0 0 0 0! 0 0 0 1 1 0 0 0 0 1 0 0 0 2 1 3 Hr Total 0 5 0 1 1 0 0 0 1! 0 1 0 0 1 0 3 0 7 1 16 *TOTAL* 0 9 0 8 1 0 1 0 3 1 0 9 0 16 I 0 4 0 16 I 66 4. •Mmors..>0 NW 22ND STREET & NW 2ND AVENUE MIAMI, FLORIDA COUNTED BY: MARCELLO MINO-WILZEK 'T SIGNALIZED Traffic Survey specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code 00150103 Start Date: 05/12/15 File I.D. : 22ST_2AV Page : 1 NW 2ND AVENUE From North UTurn Left Thru Right Date 05/12/15 07:00 0 ❑ 35 2 07:15 0 0 63 2 07:30 0 0 52 6 07:45 0 0 74 3 Hr Total 0 0 224 13 08:00 0 0 85 4 08:15 0 0 85 12 08:30 0 0 85 2 08:45 0 0 90 3 Hr Total 0 0 345 21 16:00 16:15 16:30 16:45 Hr Total '7:00 15 :30 17:45 Hr Total * BREAK * 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 From East {NW 2ND AVENUE {From South {NW 22ND STREET {From West UTurn Left Thru Right { UTurn Left Thru Right j UTurn Left Thru Right 1 Total 0 0 0 0 0 0 O 0 0 0{ 0 2 0 0 0 0{ 0 1 O 0 0 0{ 0 2 0 0 0 o f 0 5 a 0 0 0{ 0 0 O 0 0 a{ 0 1 O 0 0 0{ a 1 0 0 0 o{ 0 2 O 0 0 0! 0 4 32 34 29 45 140 41 56 55 59 211 0 0 0 0 0 0 0 0 0 0 O 4 0 1 74 O 6 0 3 110 0 9 0 5 { 102 O 10 0 3 I 137 O 29 0 12 1 423 0 8 0 1 j 139 0 6 0 3 { 163 O 3 0 1 { 147 O 5 0 3 { 162 O 22 0 8 1 611 61 58 63 43 225 56 47 61 50 214 5 2 8 9 24 7 6 11 1 25 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 3 1 0 2 2 5 80 62 81 79 302 103 90 82 84 359 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 1 a a 0 1 13 11 8 10 42 18 15 7 5 45 0 0 0 a a 0 0 0 0 0 1 1 4 2 8 0 1 2 3 6 161 135 166 144 606 186 159 165 145 655 *TOTAL* 2 0 1008 83 0 0 a 0 0 17 1012 0 1 138 0 34 I 2295 NW 22ND STREET & NW 2ND AVENUE MIAMI, FLORIDA COUNTED BY: MARCELLO MINO-WILZEK NOT SIGNALIZE➢ Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00150103 Start Date: 05/12/15 File T.A. : 225T 2AV Page : 2 NW 2ND AVENUE From North 'From East UTurn Left Thru Right I UTurn Date 05/12/15 INW 2ND AVENUE 'From South INW 22ND STREET (From West Left Thru Right 1 UTurn Left Thru Right 1 UTurn Left Thru Right I Total Peak Hour Analysis By Entire Intersection for the Period: Peak start 08:00 08:00 volume 0 0 345 21 0 0 Percent 0% 0% 94% 6% 0% 0% Pk total 366 0 Highest 08:15 07:00 Volume 0 0 85 12 0 0 Hi total 97 0 PHF .94 .0 NW 22ND STREET 4 0 21 25 0 0 22 22 0 21 07:00 0 0 0% 01 0 0 t 09:00 on 05/12/15 08:00 0 4 211 03/4 2% 98% 215 08:45 0 2 59 61 .86 NW 2ND AVENUE 345 0 22 211 0 21 345 0 233 — 366 599 l 0 30 8 8 0 55 • ALL VEHICLES Intersection Total 611 568 0 4 345 8 353 4 NW 2ND AVENUE 08:00 0 0 22 0% 0% 73% 30 08:00 0 9 .83 0 215 • 211 211 0 0 8 0% 27% 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NW 22ND STREET & NW 2ND AVENUE MIAMI, FLORIDA COUNTED BY: MARCELLO MIND-WILZEK -IT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00150103 Start Date: 05/12/15 File I.D. : 22ST 2AV Page : 3 w NW 2ND AVENUE I 1NW 2ND AVENUE INW 22ND STREET Prom North (From East (From South 'From West UTurn Left Thru Right I liTurn Left Thru Right UTurn Left Thru Right 1 UTurn Left Thru Right I Total Date 05/12/15 Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 05/12/15 Peak start 17:00 17:00 ` 17:00 17:00 Volume 0 0 214 25 f 0 0 0 0 1 0 5 359 0 f 1 45 0 6 Percent 0% 0% 90t 10% 0% 0% 0% 0% j 0% 1t 99% 0% 2% 87% 03- 12% Pk total 239 0 1 364 1 52 Highest 17:30 07:00 17:00 17:00 Volume 0 0 61 11 1 0 0 0 0 1 0 1 103 0 1 1 18 0 0 Hi total 72 0 104 1 19 PHF .83 f .0 I .88 NW 22ND STREET 5 0 25 30 0 25 0 25 i 46 1 46 0 NW 2ND AVENUE 214 0 214 0 239 644 0 52 0 82 • ALL VEHICLES .68 46 359 0 0 405 0 Intersection Total 655 584 0 5 214 6 220 5 NW 2ND AVENUE 0 364 • 359 359 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 NW 22ND STREET & NW 2ND AVENUE MIAMI, FLORIDA COUNTED BY: MARCELLO MINO-WILZEK NOT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 PEDESTRIANS & BIKES Site Code : 00150103 Start Date: 05/12/15 File I.D. 22ST_2AV Page : 1 NW 2ND AVENUE INW 2ND AVENUE [NW 22ND STREET From North IFrom East (From South 1From West Left BIKES Right Peds I Left BIKES Right Peds I Left BIKES Right Peds I Left BIKES Right Peds j Total Date 05/12/15 07:00 0 0 0 1 1 0 0 0 0 1 0 0 0 0 1 0 1 0 3( 5 07:15 0 0 0 1 1 0 0 0 0 1 0 0 0 0 1 0 1 0 0 1 2 07:30 0 0 0 2 1 0 0 D 1 1 0 0 0 0 1 0 0 0 4 1 7 07:45 0 0 0 0 1 0 3 0 1 1 0 0 0 0 I 0 3 0 2 1 9 Hr Total 0 0 0 4 1 0 3 0 2 1 0 0 0 0 1 0 5 0 9 1 23 08:00 0 0 0 0 1 0 3 0 3 1 0 0 0 D 1 0 2 0 4 1 12 08:15 0 0 0 0 1 0 1 0 0 1 0 0 0 0 I 0 2 0 1 1 4 08:30 0 0 0 0 1 0 1 0 0 1 0 0 0 0 1 0 0 0 0 1 1 08:45 0 0 0 ❑ 1 0 1 0 2 1 0 0 0 0 1 0 2 ❑ 1 1 6 Hr Total 0 0 D 0 1 0 6 0 5 1 0 0 0 0 1 0 6 0 6 1 23 * BREAK * 16:00 0 0 0 0 1 0 2 0 3 1 0 0 0 0 1 0 6 0 6 1 17 16:15 0 0 0 2 1 0 0 0 0 l 0 0 0 0 1 0 1 0 8 1 11 16:30 0 0 0 0 1 0 2 0 1 1 0 0 0 0 1 0 3 0 8 1 14 16:45 0 0 0 2 1 0 0 0 0 1 D 1 0 0 1 0 0 0 2 1 5 Hr Total 0 0 0 4 1 0 4 0 4 1 0 1 0 0 1 0 10 0 24 1 47 17:00 0 3 0 0 1 ❑ 0 0 ❑ 1 0 0 0 0 1 0 5 0 2 1 10 17:15 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 6 0 1 1 17:30 0 0 0 0 1 0 3 0 1 1 0 0 0 0 1 0 4 D 0 1 6 17:45 0 0 0 0 1 0 D 0 3 1 0 0 0 0 1 0 3 0 3 1 9 Hr Total 0 3 0 0 1 0 3 0 4 1 0 0 0 0 1 0 18 0 6 1 34 *TOTAL* 0 3 0 8 1 0 16 0 15 1 0 1 0 0 1 0 39 0 45 1 127 4v-, -‹ 1 4. Li 4 4 f\'l C awki. t FLxt; d c„, 1461 i Z , zo 1 5" <1(aux)+n . LLU, k)1T3L01va--)1c7 utnTSZsrlaixleAtt NW 20TH STREET & NW 3RD AVENUE MIAMI, FLORIDA COUNTED BY: SEBASTIAN SALVO SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00150103 Start Date: D5/12/15 File I.D. 20ST_3AV Page 1 NW 3RD AVENUE From North INV 2OTH STREET (From East INN 3RD AVENUE (From South INW 2OTH STREET (From West UTurn Left Thru Right I UTurn Left Thru Right I UTurn Left Thru Right I UTurn Left Thru Right I Total Date 05/12/15 07:00 0 0 2 4 I 1 23 70 2 I 0 12 0 24 I 1 4 88 9 1 240 07:15 0 0 6 3 I 0 38 88 0 I 0 8 10 22 I 0 1 83 10 1 269 07,30 0 5 5 5 I 1 30 95 1 I 0 11 7 22 I 0 4 103 11 I 300 07,45 0 2 8 7 1 2 37 108 1 1 0 8 6 26 1 0 9 110 9 1 333 Hr Total 0 7 21 19 1 4 128 361 4 j 0 39 23 94 k 1 18 384 39 1 1142 08:00 0 0 7 5 I 0 22 101 2 0 10 5 26 0 4 121 9 1 312 08:15 0 1 6 10 I 2 31 94 3 0 12 6 31 1 0 5 108 5 I 314 06:30 0 0 5 10 1 1 19 94 4 0 8 3 27 1 1 4 124 7 I 307 08:45 0 2 1 8 1 0 34 81 1 1 0 6 3 26 1 0 8 93 9 1 272 Hr Total 0 3 19 33 I 3 106 370 10 0 36 17 110 1 1 21 446 30 I 1205 * BREAK * 16:00 0 1 0 2 1 0 10 113 2 1 0 20 12 35 16:15 0 2 7 8 1 0 25 129 5 1 0 16 8 34 16:30 0 1 7 3 I 1 14 102 1 1 0 22 7 47 16:45 0 1 1 6 1 0 14 95 5 1 0 26 18 44 Hr Total 0 5 15 19 1 1 63 439 13 1 0 84 45 160 O 9 84 9 0 8 111 8 O 18 88 11 O 10 99 8 0 45 382 36 297 361 322 327 1307 17:00 0 2 4 4 1 0 17 169 5 1 0 41 15 47 1 0 9 103 7 1 423 17:15 0 0 3 4 I 0 19 91 5 I 0 38 19 53 I 0 10 99 4 1 34" 17:30 0 1 3 7 I 0 28 119 2 1 0 30 8 37 I 0 14 110 6 I 361 17:45 0 1 6 10 1 0 19 99 7 j 0 21 11 46 1 0 12 93 8 1 333 Hr Total 0 4 16 25 1 0 83 478 19 1 0 130 53 183 1 0 45 405 25 1 1466 *TOTAL* 0 19 71 96 1 8 380 1648 46 l 0 289 138 547 1 2 129 1617 130 1 5120 NW 20TH STREET & NW 3RD AVENUE MIAMI, FLORIDA COUNTED BY: SEEASTIAN SALVO 'GNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLE$ Site Code : 00150103 Start Date: 05/12/15 File I.D. : 2OST_3AV Page : 2 NW 3RD AVENUE INW 20TH STREET INW 3RD AVENUE NNW 2OTH STREET From North IFrom East IFrom South From West I f I I UTurn Left Thru Right I UTurn Left Thru Right UTurn Left Thru Right 1 UTurn Left Thru Right I Total Date 05/12/15 Peak Hour Analysis By Entire Intersection for the Period: 07:00 to 09:00 on 05/12/15 Peak start 07:45 07:45 07:45 1 07:45 Volume 0 3 26 32 1 5 109 397 10 1 0 38 20 110 1 22 463 30 Percent 0% 5% 43% 52% 1 1% 21% 76% 2% 0$ 23% 12% 65% 1 0% 4% 90% 6% Pk total 61 1 521 1 168 1 516 Highest 07:45 1 07:45 1 08:15 08:30 Volume 0 2 8 7 1 2 37 108 1 0 12 6 31 1 1 4 124 7 Hi total 17 148 49 1 136 PHF .90 f .88 .86 E .95 0 32 0 32 i "TW 2OTH STREET 38 397 467 32 23 23 463 NW 3RD AVENUE 26 26 61 3 3 463 516 30 30 1 0 983 114 23 20 10 53 0 ALL VEHICLES 1,097 Intersection Total 1,266 338 114 • 38 26 30 170 38 NW 3RD AVENUE 0 10 10 521 397 168 20 20 397 114 114 3 576 463 110 NW 20TH STREET 110 0 110 0 NW 20TH STREET & NW 3RD AVENUE MIAMI, FLORIDA COUNTED BY: SEBASTIAN SALVO SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Cede : 00150103 Start Date: 05/12/15 File I.B. : 20ST_3AV Page : 3 NW 3RD AVENUE INW 20TH STREET INW 3RD AVENUE INW 20TH STREET From North (From East (From South (From West UTurn Left Thru Right I UTurn Left Thru Right 1 UTurn Left Thru Right 1 UTurn Left Thru Right 1 Total Date 05/12/15 Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 05/12/15 Peak start 17:00 17:00 1 17:00 1 17:00 Volume 0 4 16 25 j 0 83 478 19 1 0 130 53 183 1 0 45 405 25 1 Percent 0% 9% 36% 56% 08 14% 82% 3t 0% 368 14% 508 1 0% 9* 85% 5t 1 Pk total 45 580 1 366 1 475 Highest 17:45 17:00 17:15 17:30 Volume 0 1 6 10 1 0 17 169 5 0 38 19 53 0 14 110 6 Hi total 17 1 191 1 110 130 PHF .66 1 .76 1 .83 1 .91 • 0 25 0 25 t NW 20TH STREET 130 478 633 25 45 45 • 405 NW 3RD AVENUE 16 16 45 1 405 475 25 25 1 0 1,108 4 4 162 45 53 19 117 0 ALL VEHICLES 1,172 Intersection Total 1,466 490 83 130 16 25 124 130 NW 3RD AVENUE 0 19 19 580 478 366 • 53 53 478 83 83 4 592 405 183 NW 20TH STREET 183 0 183 0 NW 20TH STREET & NW 3RD AVENUE MIAMI, FLORIDA COUNTED BY: SEBASTIAN SALVO 'GNALI5ED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 PEDESTRIANS & BIKES Site Code : 00150103 Start ➢ate: 05/12/15 File I.D. : 20ST 3AV Page : 1 NW 3RD AVENUE From North INW 20TH STREET :From East INW 3RD AVENUE (From South INW 20TH STREET (From West Left BIKES Right Peds 1 Left BIKES Right Peds 1 Left HIKES Right Peds 1 LeEt BIKES Right Peds I Total Date 05/12/15 07:00 0 2 0 7 1 0 1 0 2 1 0 2 0 2 1 0 0 0 6 1 22 07:15 0 0 0 2 1 0 0 0 3 1 0 1 0 0 1 0 0 0 5 1 11 07:30 0 0 0 8 1 0 0 0 2 1 0 0 0 5 1 0 0 0 7 I 22 07:45 0 0 0 6 1 0 3 0 3 l 0 0 0 5 0 0 0 4 1 18 Hr Total 0 2 0 23 1 0 1 0 10 1 0 3 0 12 I 0 0 0 22 1 73 08:00 0 0 0 6 1 0 0 0 2 1 0 0 0 14 1 0 1 0 5 1 28 08:15 0 0 0 12 I 0 0 0 2 0 0 0 10 1 0 0 0 5 1 29 0 8: 3 0 0 1 0 3[ 0 0 0 0 'r 0 0 0 1 0 2 0 1 I 8 08:45 0 0 0 7 1 0 0 0 0 1 0 1 0 3 1 0 0 0 3 1 14 Hr Total 0 1 0 28 1 0 0 0 4 1 0 1 0 28 1 0 3 0 14 1 79 * BREAK 16:00 0 0 0 13 1 0 1 0 1 1 0 1 0 11 1 0 1 0 8 1 36 16:15 0 2 0 4 1 0 0 0 3 1 0 0 0 2 j 0 0 0 2 1 13 16:30 0 1 0 4 1 0 0 0 3 1 0 0 0 12 1 0 D 0 2 1 22 16: 4 5 0 0 0 7 1 0 0 0 1 1 0 1 0 7 1 0 0 0 5 1 21 Hr Total 0 3 0 28 1 0 1 0 8 1 0 2 0 32 1 0 1 0 17 [ 92 '7:00 0 3 0 16 1 0 1 0 2 1 0 1 0 20 1 0 1 0 6 1 50 15 0 0 0 13 1 0 1 0 2 1 0 1 0 10 1 0 1 D 2 1 30 :30 0 1 0 12 1 0 0 0 3 1 0 1 0 4 1 0 0 0 2 1 23 17:45 0 1 0 1 1 0 0 0 0 1 0 2 0 12 1 0 2 0 1 j 19 Hr Total 0 5 0 42 1 0 2 0 7 1 0 5 0 46 1 0 4 0 11 1 122 •TOTAL* 0 11 0 121 1 0 4 0 29 I 0 11 0 118 1 0 8 0 64 1 366 KL1AAr i ro t1/41 too --> Rtb,u,k, FLIWAc,, clroavn Lu s noL.4-1-e8 NW 20TH STREET & NW 2ND AVENUE MIAMI, FLORIDA COUNTED BY: ISIDRO GONZALEZ -GNALIZED WITH STOP Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00150103 Start Date: 05/12/15 File I.D. : 20ST 2AV Page : 1 NW 2ND AVENUE From North INW 20TH STREET 'From East UTurn Left Thru Right J UTurn Left Date 05/12/15 07:00 0 10 0 31 0 0 07:15 0 13 1 51 0 0 07:30 0 23 2 38 J 9 0 07:45 0 31 2 62 1 0 0 Hr Total 0 77 5 182 I 0 0 08:00 0 26 4 55 J 0 0 08:15 0 40 1 54 0 1 08:30 ❑ 36 0 46 0 1 08:45 0 42 2 53 J 0 0 Hr Total 0 144 7 208 1 0 2 16:00 16:15 16:30 16:45 Hr Total -':00 15 :30 17:45 Hr Total * BREAK 0 0 0 0 0 0 0 0 0 0 29 24 38 16 107 19 20 24 16 79 NW 2ND AVENUE 'From South Thru Right I UTurn Left INW 20TH STREET 'From West Thru Right J UTurn Left Thru Right f Total 65 9 J 0 0 0 1 J 0 27 85 75 7 D 1 0 1 J 0 23 82 92 6 J 0 0 0 1 J 0 20 95 96 11 1 0 0 1 0 1 0 29 114 330 33 1 0 1 1 3 1 0 99 376 78 76 77 68 299 8 14 13 15 50 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 1 1 3 1 6 0 0 0 0 0 30 37 31 37 135 121 101 117 82 421 1 1 3 1 6 1 2 2 1 6 229 255 280 349 1113 324 329 326 301 1280 2 2 0 0 4 0 0 0 0 0 27 36 40 35 138 41 34 29 36 140 0 ❑ 0 0 0 0 0 0 0 0 1 1 0 1 3 0 0 1 3 4 I00 120 81 92 393 153 89 113 81 436 33 25 27 24 109 40 34 28 26 128 0 0 0 0 0 0 0 0 0 0 0 0 2 2 4 2 0 1 0 3 1 1 5 0 7 1 3 0 1 5 2 1 1 2 6 2 0 1 1 4 0 ❑ 0 0 0 1 0 0 0 1 33 32 40 47 152 32 41 36 49 158 85 103 103 98 389 105 107 117 88 417 1 3 1 2 7 3 1 3 2 9 314 348 338 319 1319 399 329 353 303 1384 *TOTAL* 0 407 16 668 D 9 1458 320 0 10 13 19 I 544 1603 28 J 5096 NW 20TH STREET & NW 2ND AVENUE MIAMI, FLORIDA COUNTED BY: ISLDRO GONZALEZ SIGNALIZED WITH STOP Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach. Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00150103 Start Date: 05/12/15 File I.D. 20ST_2AV Page : 2 NW 2ND AVENUE From North UTurn Left Thru Date 05/12/15 Peak Hour Analysis By Peak start 07.45 Volume 0 133 Percent 0% 37% Pk total 357 Highest 07:45 volume 0 31 Hi total 95 PHF .94 INW 20TH STREET (From East INW 2ND AVENUE (From South Right I UTurn Left Thru Right I UTurn Left Thru Right INW 20TH STREET (From West UTurn Left Thru Right I Total Entire Intersection for 07:45 7 217 0 2% 61% 0% 377 07:45 2 62 0 109 .86 • 0 • 217 0 217 NW 20TH STREET 2 329 217 548 • 127 127 • 453 the Period: 2 329 1% 87% 0 93 07:00 t0 09:00 on 05/12/15 07:45 46 I 0 12% I 0% 8 08:15 11 I 0 I 3 I .67 NW 2ND AVENUE 7 7 357 453 586 6 6 J 0 1,134 133 133 531 07:45 2 1 5 0 127 453 6 25% 12% 621 ( 01 22% 77% 1% 586 08:00 2 0 1 I 0 30 121 1 152 I .96 127 1 46 174 • ALL VEHICLES Intersection Total 1,328 23 2 2 7 6 15 2 NW 2ND AVENUE 968 0 0 46 46 377 329 8 1 1 329 2 2 591 NW 20TH STREET 133 453 5 0 0 NW 20TH STREET & NW 2ND AVENUE MIAMI, FLORIDA COUNTED BY: ISIDRO GONZALEZ ''GNALIZED WITH STOP Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code 00150103 Start Date: 05/12/15 File I.D. : 20ST_2AV Page : 3 NW 2ND AVENUE From North UTurn Left Thru Date 05/12/15 1NW 20TH STREET 1NW 2ND AVENUE INW 2DTH STREET 'From East (From South (From West I 1 1 Right I UTurn Left Thru Right 1 tTurn Left Thru Right PTurn Left Thru Right Total Peak Hour Analysis By Entire Intersection for Peak start 16:15 16:15 Volume 0 97 2 152 1 0 Percent 0% 394 1% 614 1 0% Pk total 251 I 564 Highest 16:10 17:00 Volume 0 38 0 40 I 0 Hi total 78 1 193 PHF .80 I .73 0 0 152 152 NW 20TH STREET 6 446 604 152 152 152 409 1 the Period: 16:00 to 18:00 on 16:15 2 446 116 1 0 0% 79% 21% i 04s 19 I 16.30 0 153 40 1 0 2 8 .59 NW 2ND AVENUE 2 97 2 97 251 526 409 570 9 9 J 0 1,174 05/12/15 6 7 32% 37% 5 152 7 116 275 • ALL VEHICLES 6 32N 1 1,076 Intersection Total 1,404 16:15 1 0t 570 16:45 0 147 .97 151 409 9 26% 72% 2% 47 98 2 0 0 116 116 564 446 446 2 2 512 NW 20TH STREET 0 0 97 409 6 NW 20TH STREET & NW 2ND AVENUE MIAMI, FLORIDA COUNTED BY: ISIDRO GONZALEZ SIGNALIZED WITH STOP Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (551) 272-3255 PEDESTRIANS & BIKES Site Code : 00150103 Start Date: 05/12/15 Pile I.D. : 20ST 2AV Page : 1 NW 2ND AVENUE 1NW 20TH STREET INW 2ND AVENUE INW 20TH STREET I From North 'From East !From South 1From West I 1 I 1 I Left BIKES Right Peds ! Left BIKES Right Peds 1 Left BIKES Right Peds 1 Left BIKES Right Peds 1 Total Date 05/12/15 07:00 0 0 0 9 1 0 1 0 3! 0 2 0 0 1 0 1 0 0 I 16 07:15 0 0 0 6 1 0 0 0 4 1 0 1 0 0 I 0 0 0 1 I 12 07:30 0 D 0 6 1 0 0 0 2 1 0 3 0 1 1 0 1 0 1 I 14 07:45 0 2 0 2 1 0 2 0 1 1 0 0 0 5 1 0 0 0 3 I 15 Hr Total 0 2 0 23 1 0 3 0 10 1 0 6 0 6 1 0 2 0 5 I 57 08:00 0 0 0 3 I 0 0 0 2 1 0 1 0 2 1 0 1 0 5 I 14 08:15 0 0 0 5 1 0 0 0 0 1 0 0 0 2 1 0 0 0 1 I 8 08:30 0 0 0 6 1 0 0 0 0 1 0 0 0 0 1 0 1 0 0 I 7 08:45 0 1 0 7 1 0 0 0 1 1 0 0 0 4 1 0 1 0 1 1 15 Hr Total 0 1 0 21 1 0 0 0 3 1 0 1 0 8 1 0 3 0 7 1 44 * BREAK * 16:00 0 0 0 7 1 0 0 0 0 1 0 2 0 12 1 0 0 0 0 I 21 16:15 0 0 0 11 1 0 1 0 1 1 0 4 0 4 1 0 0 0 1 1 22 16:30 0 5 0 17 1 0 0 0 1 1 0 8 0 5 1 0 1 0 2 1 39 16:45 0 0 0 23 1 0 0 0 1 1 0 1 0 11 1 0 2 0 0 1 38 Hr Total 0 5 0 58 1 0 1 0 3 1 0 15 0 32 1 0 3 0 3 1 120 17:00 0 2 0 31 1 0 1 0 0 0 2 0 20 1 0 0 0 2 1 58 17:15 0 1 0 20 1 0 0 0 0 1 0. 3 0 7 1 0 1 0 1 1 3' 17:30 0 5 0 17 1 0 0 0 1 1 0 1 0 4! 0 1 0 2 1 3: 17:45 0 0 0 7 1 0 0 0 0 1 0 2 0 7 1 0 1 0 5 1 22 Hr Total 0 8 0 75 1 0 1 0 1 1 0 8 0 38 1 0 3 0 10 1 144 *TOTAL* 0 16 0 177 1 0 5 0 17 1 0 30 0 64 1 0 11 0 25 1 365 y7 11 IN! 3 2 \UNA:kJ FLOC;da, 040.1 t Z ti/ O I5-'-' inati,,a_.e.c1 udistole ciaLruit to(6`. Lid1/495i0fleCZ-a A sap. NW 20TH STREET & NW 1ST PLACE MIAMI, FLORIDA COUNTED BY: ANDREW GONZALEZ SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Peach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code 00150103 Start Date: 05/12/15 File I.D. : 20ST 1PL Page : 1 NW 1ST PLACE From North INW 20TH STREET (From East 'NW 1ST PLACE 'From South INW 20TH STREET 'From West UTurn LeEt Thru Right 1 UTurn Left Thru Right 1 UTurn Left Thru Right 1 UTurn Left Thru Right 1 Total Date 05/12/15 07:00 0 0 0 0 1 0 0 68 1 1 0 6 0 4 1 0 1 96 0 l 176 07:15 0 0 0 01 0 0 79 1 1 0 3 2 4 1 0 1 93 0 1 183 07:30 0 0 0 0( 0 0 92 01 0 6 1 6 1 0 0 117 0( 222 07:45 0 0 0 0 1 0 0 101 3 l 0 7 1 6 1 0 0 140 0 1 25B Hr Total 0 0 0 0 1 0 0 340 5 0 22 4 20 1 0 2 446 0 839 08:00 0 0 0 0 1 0 0 63 0 1 0 3 2 4( 0 0 156 0 1 250 08:15 0 0 0 0( 0 0 85 3 1 0 8 0 3 1 0 0 143 0 1 242 08:30 0 0 0 0 1 0 0 65 1 1 0 5 2 5 0 0 152 0 1 250 08:45 0 0 0 0 i 0 0 78 0 1 0 6 2 2 1 0 1 126 0 1 215 Hr Total 0 0 0 0 1 0 0 331 4 1 0 22 6 14 0 1 579 0 I 957 * BREAK * 16:00 0 0 0 0 1 0 0 115 4 1 0 20 3 7 1 0 0 115 0 1 264 16:15 0 0 0 0 1 1 0 122 1 1 0 23 4 8 1 0 4 124 0 1 287 16:30 0 0 0 0 1 0 0 91 2 1 0 16 4 7 1 0 3 137 0 1 260 16:45 0 0 0 0 1 0 0 103 2 1 0 14 6 6 1 0 1 117 0 1 249 Hr Total 0 0 0 0 j 1 0 431 9 0 73 17 28 1 0 8 493 0 1060 17:00 0 0 0 0 0 0 162 1 0 27 10 8 0 0 129 0 337 17:15 0 0 0 0 0 0 96 4 0 22 6 5 0 1 119 0 25" 17:30 0 0 0 0 0 0 127 2 0 15 7 l0 1 0 2 142 0 30. 17:45 0 0 0 0 1 0 0 101 4 0 9 6 10 1 0 0 105 0 235 Hr Total 0 0 0 0 1 0 0 466 11 0 73 29 33 0 3 495 0 f 1130 *TOTAL* 0 0 0 0 1 1 0 1568 29 1 0 190 56 95 1 0 14 2013 0 j 3986 NW 20TH STREET & NW 1ST PLACE MIAMI, FLORIDA COUNTED BY: ANDREW GONZALEZ -TGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00150103 Start Date: 05/12/15 File I.D. : 20ST_1PL Page : 2 NW 1ST PLACE INW 20TH STREET INW 1ST PLACE INW 20TH STREET From North lFrom East €From South (From West UTurn Left Thru Right I UTurn Left Thru Right UTurn Left Thru Right UTurn Left Thru Right I Total Date 05/12/15 Peak Hour Analysis By Entire Intersection for the Period: 07:00 to 09:00 on 05/12/15 Peak start 07:45 D7:45 1 07:45 f 07:45 Volume 0 0 0 0 1 0 0 354 7 0 23 5 18 0 0 593 0 Percent 08 ❑S 01 0* 1 0% 01 98% 28 0% 50* 11% 39* J 0% 0* 100% 0% Pk total 0 1 361 1 46 1 593 Highest 07:00 07:45 07:45 1 08:00 Volume 0 0 0 0 1 0 0 101 3 J 0 7 1 6 1 0 0 158 0 I Hi total 0 1 104 14 158 PHF .0 1 .87 J .82 ( .94 NW 1ST PLACE 0 0 0 0 0 5 7 12 0 0 7 NW 20TH STREET 7 23 354 377 0 593 593 593 0 0 J 0 970 0 12 • ALL VEHICLES Intersection Total 1,000 0 0 0 0 46 23 23 NW 1ST PLACE 972 361 354 46 l 354 0 0 0 611 593 18 NW 20TH STREET 0 0 NW 20TH STREET & NW 1ST PLACE MIAMI, FLORIDA COUNTED BY: ANDREW GONZALEZ SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00150103 Start Date: 05/12/15 File I.D. : 20ST LPL Page : 3 NW 1ST PLACE INW 20TH STREET INW 1ST PLACE INW 20TH STREET From North (From East (From South (From West 1 1 UTurn Left Thru Right I UTnrn Left Thru Right 1 UTurn Left Thru Right 1 UTurn Left Thru Right 1 Total Date 05/12/15 Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 05/12/15 Peak start 16:45 16:45 16:45 16:45 Volume 0 0 0 0 0 0 488 9 0 78 29 29 1 0 4 587 0 Percent 0% 0% 0% 0% 04 0% 98% 2t f 0% 57% 21* 21% Dt 1t 99% 0% 1 Pk total 0 497 136 511 Highest 07:00 17:00 17:00 1 17:30 Volume 0 0 0 0 0 0 162 1 0 27 10 8 1 0 2 142 0 Hi total 0 1 163 1 45 1 144 PHF .0 j .76 1 .76 1 .89 • 0 •0 0 0 NW 20TH STREET 78 488 566 0 4 4 507 NW 1ST PLACE 0 507 511 0 0 0 1 1,077 0 0 0 42 0 4 29 9 42 0 • ALL VEHICLES 1,033 Intersection Total 1,144 136 0 78 0 0 0 78 NW 1ST PLACE 0 f 9 9 497 488 136 • 29 29 488 0 0 0 536 507 29 NW 20TH STREET 29 0 29 0 NW 20TH STREET & NW 1ST PLACE MIAMI, FLORIDA COUNTED BY: ANDREW GONZALEZ 'ONALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 PEDESTRIANS & BIKES Site Code : 00150103 Start Date: 05/12/15 File I.D. : 20ST 1PL Page : 1 ^ NW 1ST PLACE IMW 20TH STREET INW 1ST PLACE INW 20TH STREET From North IFrom East IFrom South IFrom West I I I I Left HIKES Right Peds I Left BIKES Right Peds I Left BIKES Right Peds I Left BIKES Right Peds 1 Total Date 05/12/15 07:00 0 0 0 7 1 0 0 0 0 I 0 4 0 0 1 0 0 0 0 I 11 07:15 0 0 0 7 I 0 0 0 0 1 0 1 0 2 1 0 0 0 0 1 10 07:30 0 0 0 8 1 0 0 0 0 1 0 3 0 2 1 0 0 0 0 1 13 07:45 0 2 0 5 j 0 0 0 0 1 0 0 0 6 1 0 0 0 1 1 14 Hr Total 0 2 0 27 I 0 0 0 0 1 0 8 0 10 1 0 0 0 1 1 46 08:00 0 2 0 7 1 0 0 0 0 1 0 1 0 4 1 0 0 0 0 1 14 08:15 0 0 0 s 1 0 0 0 0 1 0 0 0 4 1 0 0 0 0 1 9 08:30 0 3 0 4 1 0 2 0 1 1 0 0 0 0 1 0 0 0 0 1 10 08:45 0 0 0 6 1 0 0 0 1 1 0 1 0 4 1 0 0 0 0 1 12 Hr Total 0 5 0 22 1 0 2 D 2 1 0 2 0 12 1 0 0 0 0 1 45 * BREAK * 16:00 0 1 0 13 I 0 0 0 3 1 0 1 0 11 1 0 I 0 2 1 32 16 : 15 0 1 0 14 1 0 0 0 1] 0 1 a 4 1 0 0 0 0 I 21 16:30 0 6 0 18 1 0 0 0 2 1 0 5 0 5 1 0 0 0 1] 37 16:45 0 0 0 29 1 0 0 0 3 1 0 3 0 12 1 0 0 0 0] 47 Hr Total 0 8 0 74 1 0 0 0 9 I 0 10 0 32 1 0 1 0 3 137 ' 7: 00 0 4 0 34 1 0 0 0 0 1 0 0 0 13 1 0 0 0 3 I 54 15 0 3 0 27 1 0 1 0 2 1 0 1 0 7 1 0 0 0 2 1 43 :30 0 2 0 20 1 0 0 0 2 1 0 2 0 5 1 0 0 0 0 1 31 17:45 0 1 0 8 1 0 0 0 2 1 0 2 0 9] 0 1 0 0 1 23 Hr Total 0 10 0 89 1 0 1 0 6 1 0 5 0 34 1 D 1 0 5 I 151 *TOTAL* 0 25 0 212 1 0 3 0 17 1 0 25 0 88 1 0 2 0 9 1 381 •ftr-•••-•'^-> A (1 Aukks cbme, sktmee r1/41 LA) 2-0 vr- ..•••mm. •IMIM.••••• •••••••••--> RiG31‘k, Rt 2120 (5-- ellickw\A1 Lij ;003.katuvto sz&Act,4-7.."ecS NE/NW 20TH STREET & N MIAMI AVENUE MIAMI, FLORIDA COUNTED BY: ROLANDO MARTINEZ -'GNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code 00150103 Start Date: 05/12/15 File I.D. : 20STMIAM Page : 1 N MIAMI AVENUE From North INE 20TH STREET (From East IN MIAMI AVENUE From South NW 20TH STREET From West UTurn Left Thru Right 1 UTurn Left Thru Right I UTurn Left Thru Right I UTurn Left Thru Right 1 Total Date 05/12/15 07:00 0 23 62 16 I 0 4 40 14 1 0 0 15 1 1 0 18 57 16 1 288 07:15 0 28 107 26 1 0 3 48 17 1 0 4 9 0 1 0 9 52 17 320 07:3D 0 26 140 22 0 3 65 18 1 0 1 16 5 I 0 21 62 44 { 423 07:45 0 39 237 28 1 0 3 82 26 1 0 0 25 3 1 0 16 70 31 560 Hr Total 0 116 566 92 i 0 13 235 75 1 0 5 65 9 1 0 64 241 110 1591 08:00 0 47 221 24 1 0 10 54 38 1 0 1 33 6 j 0 21 76 41 1 572 08:15 0 42 257 15 I 0 3 70 39 [ 0 2 51 5 1 0 18 67 47 1 616 08:30 0 30 232 16 1 0 10 66 38 0 0 38 1 1 0 17 73 52 1 573 08:45 D 38 263 22 1 0 10 65 36 j 0 0 37 2 1 0 20 60 38 1 591 Hz Total 0 157 973 77 1 0 33 255 151 1 0 3 159 14 1 0 76 276 178 1 2352 * BREAK * 16:00 0 29 69 15 1 0 3 61 36 1 0 3 91 4 1 0 22 61 32 1 446 16:15 0 23 62 29 1 0 3 72 45 1 0 2 120 2 1 0 26 71 26 1 481 16:30 0 24 73 21 1 0 1 53 37 1 0 1 149 4 1 0 23 60 31 1 477 16:45 0 25 70 14 1 1 4 72 39 1 0 2 132 5 1 0 27 81 26 1 498 Hr Total 0 101 274 79 1 1 11 278 157 1 0 8 492 15 1 0 98 273 115 1 1902 '7:00 0 27 83 28 1 0 2 98 60 j 0 7 127 3 1 0 27 72 14 j 548 15 0 31 76 19 1 0 3 66 35 1 0 2 142 6 1 0 29 64 16 489 :30 0 35 66 23 1 0 0 76 35 1 0 5 184 3 1 0 30 77 24 558 17:45 0 34 64 20 1 0 3 67 43 1 0 2 142 7 1 0 21 71 26 1 500 Hr Total 0 127 289 90 1 0 8 307 173 1 0 16 595 19 1 0 107 284 80 1 2095 *TOTAL* 0 501 2102 338 1 1 65 1075 556 1 0 32 1311 57 j 0 345 1074 463 f 794D NE/NW 20TH STREET & N MIAMI AVENUE MIAMI, FLORIDA COUNTED BY: ROLANDO MARTINEZ SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00150103 Start Date: 05/12/15 File T.D. : 20STMIAM Page 2 N MIAMI AVENUE From North UTurn Left Thru Right Date 05/12/15 'NE 20TH STREET 'From East I UTurn Left IN MIAMI AVENUE INW 20TH STREET 'From South 'From West Thru Right 1 UTurn Left Thru Right 1 UTurn Left Thru Right I Total Peak Hour Analysis By Entire Intersection for the Period: 07:00 to 09:00 on 05/12/15 Peak start 08:00 I 08:00 ' 08:00 1 08:00 Volume 0 157 973 77 I 0 33 255 151 1 0 3 159 14 1 0 76 276 178 Percent 0% 13'tr 818 63; I 0% 8% 58% 34% 1 0% 2% 90% 8% 1 0t 14% 52% 34% Pk total 1207 I 439 ' 176 1 530 Highest 08:45 I 08:30 1 08:15 ' 08:30 Volume 0 36 263 22 I 0 10 66 36 1 0 2 51 5 I 0 17 73 52 Hi total 323 I 114 1 58 1 142 PHF _93 I .96 ' .76 1 .93 NW 20TH STREET 3 255 335 77 0 77 0 77 76 76 276 N MIAMI AVENUE 973 157 973 1,207 157 276 530 178 178 1 0 865 1,593 76 159 151 386 0 • ALL VEHICLES Intersection Total 2,352 33 973 178 1,360 3 1,184 3 N MIAMI AVENUE 886 151 151 • 255 439 255 176 • 159 159 33 33 157 447 276 14 NE 20TH STREET 14 0 14 0 NE/NW 20TH STREET & N MIAMI AVENUE MIAMI, FLORIDA COUNTED BY: ROLANDO MARTINEZ GNALIZE➢ Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : D0150103 Start Date: 05/12/15 File I.D. 208TMIAM Page : 3 N MIAMI AVENUE ONE 20TH STREET IN MIAMI AVENUE 1NW 20TH STREET I From North !From East (From South !From West I i I UTurn Left Thru Right I UTurn Left Thru Right 1 UTurn Left Thru Right f UTurn Left Thru Right I Total Date 05/12/15 Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 On 05/12/15 Peak start 17:00 17:00 1 17:00 1 17:00 Volume 0 127 289 90 0 8 307 173 1 0 16 595 19 1 0 107 284 80 1 Percent 0% 25% 571 181 01 2t 631 351 1 0% 31 941 31 1 0% 231 60t 171 Pk total 506 486 630 1 471 Highest 17:00 17:00 1 17:30 1 17:30 Volume 0 27 83 28 0 2 98 60 1 0 5 164 3 0 30 77 24 1 Hi total 138 160 1 192 131 PHF .92 .76 I .82 I .90 "W 20TH STREET 16 307 413 90 0 90 0 90 107 107 284 N MIAMI AVENUE 289 284 471 80 80 1 0 884 127 289 127 506 1,381 107 595 173 875 • ALL VEHICLES Intersection Total 2,095 1 8 289 80 377 1, 007 • 16 16 N MIAMI AVENUE 918 0 0 173 173 307 488 307 630 - 595 595 8 8 127 430 284 19 NE 20TH STREET 1 19 0 19 0 NE/NW 20TH STREET & N MIAMI AVENUE MIAMI, FLORIDA COUNTED BY: ROLANDO MARTINEZ SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 PEDESTRIANS & BIKES Site Code : 00150103 Start Date: 05/12/15 File I.D. : 20STMIAM Page 1 N MIAMI AVENUE INE 20TH STREET IN MIAMI AVENUE INW 20TH STREET I From North From East (From South 1From west I i I I 1 Left BIKES Right Peds I Left BIKES Right Peds I Left BIKES Right Peds I Left BIKES Right Peds 1 Total Date 05/12/15 07:00 0 0 0 0 I 0 0 0 0 1 0 2 0 0 1 0 0 0 0 I 2 07:15 0 0 0 0 1 0 0 0 1 1 0 0 0 4 1 0 1 0 2 I 8 07:30 0 0 0 2 1 0 1 0 0 1 0 1 0 2 1 0 0 0 0 I 6 07:45 0 1 0 4 1 0 0 0 0 1 0 0 0 4 1 0 0 0 0 1 9 Kr Total 0 1 0 6 1 0 1 0 1 1 0 3 0 10 1 0 1 0 2 I 25 08:00 0 2 0 1 1 0 0 0 0 1 0 0 0 4 1 0 0 0 0 1 7 08:15 0 0 0 0 I 0 0 0 0 1 0 0 0 1 1 0 0 0 2 I 3 08:30 0 0 0 1 1 0 0 0 0 1 ❑ 0 0 0 1 0 0 0 0 1 1 08:45 0 0 0 1 1 0 0 0 ❑ 1 0 0 0 2 1 0 1 0 0 1 4 Hr Total 0 2 0 3 1 0 0 0 0 I 0 0 0 7 1 0 1 0 2 I 15 * BREAK * 16:00 0 1 0 4 1 0 1 0 3 1 0 1 0 2 1 0 1 0 1 1 14 16: 15 0 0 0 3 1 0 1 0 0( 0 2 0 3 1 0 1 0 0 1 I0 16:30 0 1 0 2 1 0 2 0 5[ 0 5 0 0 1 0 1 0 0 1 16 16:45 0 0 0 4 1 0 0 0 2 1 0 0 0 1 1 0 0 0 1 1 8 Hr Total 0 2 0 13 1 0 4 0 10 1 0 8 0 6 1 0 3 0 2 1 48 17:00 0 0 0 0 1 0 2 0 2( 0 1 0 2 1 0 1 0 2 1 10 17:15 0 0 0 8 1 0 2 0 2 1 0. 2 0 4 I 0 2 0 0 1 2 17:30 0 0 0 2 1 0 0 0 1 1 0- 1 0 1 1 0 0 0 2 1 'J 17:45 0 1 0 4 1 0 1 0 0 1 0 1 0 4 1 0 0 0 3] 14 Hr Total 0 1 0 14 1 0 5 0 5 1 0 5 0 11 1 0 3 0 7 1 51 *TOTAL* 0 6 0 36 1 0 10 0 16 1 0 16 0 34 1 0 8 0 13 1 139 V/k jJi _e se A I 1 1`�l� C�W`� tin c1cc, t Z t zo t 5" (-6411-)A bcji. LkAzs Picukondvic Peak Season Factor Category Report 2013 PEAK SEASON FACTOR CATEGORY REPORT - REPORT TYPE: ALL CATEGORY: 8700 MIAMI-DADE NORTH 'TEEK DATES SF MOCF: 0 97 PSCF 1 2 3 4 5 6 * 7 * 8 * 9 *10 *11 *12 *13 *14 *15 *16 *17 *18 *19 20 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 01/01/2013 01/06/2013 01/13/2013 01/20/2013 01/27/2013 02/03/2013 02/10/2013 02/17/2013 02/24/2013 03/03/2013 03/10/2013 03/17/2013 03/24/2013 ❑3/31/2013 04/07/2013 04/14/2013 04/21/2013 04/28/2013 05/05/2013 05 12 2013 05 26 2013 06/02/2013 06/09/2013 06/16/2013 06/23/2013 06/30/2013 07/07/2013 07/14/2013 07/21/2013 07/28/2013 08/04/2013 08/11/2013 08/18/2013 08/25/2013 09/01/2013 09/08/2013 09/15/2013 09/22/2013 09/29/2013 10/06/2013 10/13/2013 10/20/2013 10/27/2013 11/03/2013 11/10/2013 11/17/2013 11/24/2013 12/01/2013 12/08/2013 12/15/2013 12/22/2013 12/29/2013 * PEAK SEASON 01/05/2013 01/12/2013 01/19/2013 01/26/2013 02/02/2013 02/09/2013 02/16/2013 02/23/2013 03/02/2013 03/09/2013 03/16/2013 03/23/2013 03/30/2013 04/06/2013 04/13/2013 04/20/2013 04/27/2013 05/04/2013 05/11/2013 05/18/2013 06 01 2013 06/08/2013 06/15/2013 06/22/2013 06/29/2013 07/06/2013 07/13/2013 07/20/2013 07/27/2013 08/03/2013 08/10/2013 08/17/2013 08/24/2013 08/31/2013 09/07/2013 09/14/2013 09/21/2013 09/28/2013 10/05/2013 10/12/2013 10/19/2013 10/26/2013 11/02/2013 11/09/2013 11/16/2013 11/23/2013 11/30/2013 12/07/2013 12/14/2013 12/21/2013 12/28/2013 12/31/2013 1.03 1.03 1.03 1.01 1.00 0.99 0.97 0.96 0.96 0.96 0.96 0.97 0.97 0.97 0.98 0.98 0.98 0.99 0.99 1.00 1.00 1.01 1.01 1.02 1.02 1.03 1.04 1.05 1.04 1.03 1.03 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.02 1.02 1.02 1.02 1.03 1.03 1.03 1.06 1.06 1.06 1.04 1.03 1.02 1.00 0.99 0.99 0.99 0.99 1.00 1.00 1.00 1.01 1.01 1.01 1.02 1.02 1.03 I,I 1.03 1.04 1.04 1.05 1.05 1.06 1.07 1.08 1.07 1.06 1.06 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.04 1.04 1.04 1.04 1.04 1.04 1.04 1.05 1.05 1.05 1.05 1.06 1.06 1.06 18-FEB-2014 08:46:31 830LJPD 6 8700 PKSEASON.TXT Signal Timing Print Date: 4/18/2016 TOD Scht-,pie Report for 2393: N Miami Av&N 20 St Asset 2393 Print Time: 2:02 AM TOD TOD Active Active Intersection Schedule OD Mode Plan # Cycle Offset Settine PhaseBank Maximum N Miami Av&N 20 St DOW-7 N/A 0 0 N/A 0 Max 0 Splits PILL Ell pH MI PH 5 2116 Pill PH - EBT - SBT WBT 0 0 0 0 0 0 0 0 Active Phase Bank: Phase Walk Don't Walk Min initial Veh Ext Max Limit Max 2 Yellow Red Phase Bank 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 2 EBT 7 - 7 - 7 10- 10 - 10 7 - 7 - 7 1 - 1 - 1 40- 40 - 40 0 - 40 - 40 4 2 3- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 4 SBT 7 - 7 - 7 10 - 10 - 10 7 - 7 - 7 2.5 -2.5 - 2.5 30 - 30 - 30 40 - 40 - 40 4 2.3 5- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 6 WBT 7- 7- 7 10-10-10 7- 7- 7 1 -1 - 1 40-40-40 0 -40-40 4 2 7- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 8 - 7 - 7 - 7 10 - 10 - 10 7 - 7 - 7 2.5 -2.5 - 2.5 30 - 30 - 30 40 - 40 - 40 4 2.3 Current Cycle 1 2 - EBT Green Time 6 WBT 7 - 8 - Ring Offset Offset 3 4 - SBT 5 - TOD Schedule ELM 1 90 0 53 0 25 0 53 0 25 0 14 2 90 0 60 0 18 0 60 0 18 0 14 3 90 0 50 0 28 0 50 0 28 0 78 4 60 0 28 0 2Q 0 28 0 20 0 48 5 90 0 53 0 25 0 53 0 25 0 14 8 90 0 53 0 25 0 53 0 25 0 14 9 90 0 50 0 28 0 50 0 28 0 78 12 90 0 62 0 16 0 62 0 16 0 82 13 60 0 28 0 20 0 28 0 20 0 48 Last In Service Date: unknown Permitted Phases 12345678 Default-2-4-6-8 External Permit 0 External Permit 1------- External Permit 2 — Local TOD Schedule Time. am DOW, 0000 Flash Su M T W Th F S 0600 13 M T W Th F S 0630 13 Su 0700 4 M T W Th F 0845 9 M T W Th F 1445 3 M T W Th F 1530 9 W 1630 9 M T Th F 1745 12 M T W Th F 1930 13 M T W Th F Page 1 of 2 Print Date: 4/18/2015 TOD Schedule Report for 2393: N Miami Av&N 20 St Print Time: 2:02 AM Current Time of Day Function Time Function 0000 TOD OUTPUTS Settings* Day of Week SuMTWThFS Local Time of Day Function Time Function 0000 TOD OUTPUTS Settings * pv of Week SuMTWThFS No Calendar Defined/Enabled * Settings Blank - FREE - Phase Bank 1, Max 1 Blank - Plan - Phase Bank 1, Max 2 1 - Phase Bank 2, Max 1 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 7 - X-PED OMIT 8-TBA Page -L—RRFFIC 1C L+iAL.. IN r'e!=Rv.6,l.. S)iA—Co A145 SIGNAL HEAD NUMBER' PHASE INT I 2 3. 4 d 6 7 B 9 10 11 12 R/W " tdu :� �n , 4: �k ` �I� paiCLFAR (Dr �7 ;7 ii' r O O Q, el— miAlE Time ENS 4 s 4 CC V C o o o O L� t T L ¢A g • •, •• 000000 MI.— •• •000••000 BIM z JWP00000.000 �.CI J• • 0• V V V • tiI O gi 4 •�•�00.0 o0D00 4. • �O]•.• o 0 0O o}o --iId° 01- T [/•�� 1II/ G 0 '..' Ire„ Ll4 O �o 0 `1 `f 1 1 -p�.. PEL.G.EEAR klaagrarr 4,A. ®(� •••••O0••O 0 * . �0�} .0pQ88 [1� Im° —ter❑ +.p e , . •• ••00Q••00 ` 'r - eS o� ••0000••• °n •••0000 QI2i-- gip% *I• T TT T. _---- J QON..l3TION SIGNAL FRaAM4 rent ®Q RR� *00 J00 . fA Fir ®G ool*� aoo 0 •o••••0000o0 iRvN4 ., L� + a - oo CoY 00000000 . •00••••.••- NORTHBOUND R/W OD 0 o C "�'i✓ • 00.0 1 r FIR£ ¢ a 0 �'J1J Q }00 0{� • iCt7 — PRE-EMPTiON o ` Y OC 2 * & 00000 `\. o av�0`0000• ®®O0W4*00000 0000••0• •• 0000000000000 •••O Se' •000 O• I -') la1--- T 4Di- QQ� T I 5 FLASHING OPERtlQN PHAB£ AA. As—YEL.LQW PHASE Bs . a.— RED - FIRE PRE-E?FT I Ne]T PRE-EMPTION DWELL SHALL COMMENCE AT THE END OF THE YELLOW CL£446N(E iR PRr•, TiMI siONM. 14 pCCOVED DURIM9 Prgj fr. Li c/R. Yni_i-oW GI- A.i24 Drawn Date sly Check Division Engineer Sis4. zi Dale 3Jh Dale METROPOLITAN DADE COUNTY DEPARTMENT OF TRAFFIC AND TRANSPORTATION Asset 14o3393 M11tMt AVE (N) & N R.O ST Placed In Service Phasing Number Dal,: 3 3 8 3 P'AGg 1 OF 2. TRAFFIC SIGNAL INTERVAL DIAGRAMS UPON RAILROAD PRE-EMPTION SIGNAL GA • m ®0 R R ® 11*0 00 } awl- Y qfo ia @00.000 -oa@@®o•••0 0•••'o •♦• • 0 v 000•0• 00000000 ' - ' ® e. G o •oq000000 g Rill ` AD4 W4 ®0 00 0Q o02.®®�- o00 •♦i 6 00o000 oo 3 ti 000,00000000 o00*o00000 RAILROAD PRE EMP ION RAY ® ®®®'6,@l00000 (0010 000C:00,0. • • 1 ---In' . & I� Q 1 IL_ 4 D— ©© rD-- T 1.. . ® 0000 O cx0o••00o000 00000000 00 00 Q)O0,...... oucaopowoo Drawn Dal• METROPOLITAN DADE COUNTY DEPARTMENT Of TRAFFIC AND TRANSPORTATION Division Engineer Date Date Asarr N..3a333 , MI Am' AVE 04) fit- N 2.0 sr Placed in Service Timing Wernher I Phasing Number Dais: al3173 18Y' P ?. ciP Z. Print Date: 4/18/2015 TOD Scht—dte Report for 2395: NW 1 PI&NW 20 St TOD Asset Intersection Schedule On Mode Burl 2395 NW 1 PI&NW 20 St DOW-7 NIA Splits ELL £I3 3 Ma £It 5 k1�I 6 mu PH 8 WBT EBT NBT SBT 0 0 0 0 0 0 0 0 4- Active Phase Bank: a+ At I 0 cle Phase Walk Don't Walk Min Initial Veh Ext Max_Limit Max 2 YeIIQw Red Phase Bank 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 2 WBT 7 - 7 - 7 14- 14 - 14 7- 7 - 7 1 - 1 - 1 30- 30 - 30 0 - 30 - 30 4 2 3- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 4- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 5- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 6 EBT 7 - 7- 7 14-14 -14 7- 7 - 7 1 -1 - 1 30- 30- 30 0 -30-30 4 2 7 NBT 7 - 7 - 7 13 - 13 - 13 7 - 7 - 7 2 - 2 - 2 20 - 20 - 20 30 - 30 - 30 4 2 8 SBT 7 - 7 - 7 18 - 18 - 18 7 - 7 - 7 2 - 2 - 2 20 - 20 - 20 30 - 30 - 30 4 2.4 Current Cycle 1 2 - WBT Green Time 6 EBT 7 NBT 8 SBT Ring Offset Offset 3 - 4 5 - - TOD Schedule Ian 1 90 0 26 0 0 0 26 21 25 0 14 2 90 0 27 0 0 0 27 21 24 0 14 3 90 0 27 0 0 0 27 21 24 0 78 4 90 0 27 0 0 0 27 21 24 0 0 5 90 0 27 0 0 0 27 21 24 0 14 8 90 27 0 0 0 27 21 24 0 14 9 90 0 27 0 0 0 27 21 24 0 78 12 90 0 28 0 0 0 28 19 25 0 82 Print Time: 2:02 AM TOD Active Active Offset 5ettinE PhaseBank Maximum 0 NIA 0 Max 0 Last In Service Date: unknown Permitted Phases 12345678 Default -2--678 External Permit 0 External Permit 1 External Permit 2 Local TOD Schedule im Plan DOW 0000 Flash Su M T W Th F S 0600 Free M T W Th F S 0630 Free Su 0700 4 M T W Th F 0845 9 M T W Th F 1445 3 M T W Th F 1530 9 W 1630 9 M T Th F 1745 12 M T W Th F 1930 Free MTWThF Page 1 of 2 Print Date: 4118/2015 TOD Schedule Report for 2395: NW 1 PI&NW 20 St Print Time: 2:02 AM Current Time of Day Function Time Function 0000 TOD OUTPUTS Settings* Dav of Week SuM T W ThF S Local Time of Day Function Time Function 0000 TOD OUTPUTS Settings * Dav of Week SuMTWThFS No Calendar Defined/Enabled * Settings Blank - FREE - Phase Bank 1, Max 1 Blank - Plan - Phase Bank 1, Max 2 1 - Phase Bank 2, Max 1 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 7 - X-PED OMIT 8-TBA Page SIGNAL OPERATING PLAN Direction W E N S Ped Heads 1i N Timing Phases Head No. 2W I 12E 6W I 6E 4 I 8 P8EP2W P8 ' P4 P2E" Movements/Display/Actuation(2 f0) Dwell G I G ' G 1 I G R I R W/F DW DW DW W/F P7t, F4 PI E 0. w ' 7 GI Y G1 IY'RI DWDW DW. DWDVV E!W c , , I I �� E e I I 6,W -► 6 pry 4 Pry ` Recall r I ! 1 I I 17) ' Dwell r G I R G J R G R DW W/F DW WJF DW Pm/ RnN P4 ak 8 • Y I i R Y i R Y i I R DW. DAW DW DJW DW NB I l l I Recall a bWlob P I I (8) Dwell R _I G: R i G R I I G W' DW W/F: DW W. F e" L Po E pa v 4 2 %0V .4..2 E 2+6 R I G R I G Rb I I Y W DW, VV1'DW W SB c i '8 S P6i4 Ptk. Recall r I 1 Dwell 1 I _ c e l 1 a I I j i I I 11. 0 I I ,r Dwell I I G I e a r t I� 0 i I Dwell I I I 1 f I 1 ,- 1I II c f II I e I I r r II I ' Flashing Operation FYI - 1 FY FY 1 I FY FR FR, ,Page 1 of 1 Miami -Dade County Public Works Department Drawn R. Fernandez - Date . 1)31l-0 - i NW 1 RI , NW 2 Av & NW 20 St • . pecked —Date Placed in Service ( Phasing No. Asset Number H w i�y3..,, Dt 52_42911 I Date /% By 4 2395 & 2396 Print Date: 4/1812015 TOD Schedule Report for 2397: NW 3 Av&NW 20 St Print Time: 2:02 AM 2397 Intersection NW 3 Au&NW 20 St Splits TOD ,Schedule Op Mode DOW-7 L l PI32 PI33 PH4 PH5 ELLE ELL/ PH8 WBT NBT EBT - SBT 0 0 0 0 0 0 0 0 h F Active Phase Bank: Phase Bank 1 so* 1an#E N/A TOD fAycle Offs t Setting 0 Phase Walk .Don't Walk Min Initia Yoh Ext Max. Limit Max 2 Yellow ad. Phase Bank i 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1- 0- 0- 0_ 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 2 WBT 7 - 7 - 7 15 - 15 - 15 7 - 7 - 7 1 - 1 - 1 48 - 20 - 20 0 - 50 - 50 4 2 3- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 4 NBT 7 - 7 - 7 10- 10 - 10 7 - 7 - 7 2 - 2 - 2 16- 15 - 15 20 - 20 - 20 4 2.4 5- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 6 EBT 7 - 7- 7 15-15 -15 7- 7 - 7 1 -1 - 1 48- 20- 20 0 -50-50 4 2 7- 0- 0- 0 0- 0- 0 0- 0- 0 0 - 0 - 0 0- 0- 0 0- 0- 0 0 0 8 SBT 7 - 7- 7 10-10 -10 7- 7 - 7 2 -2 - 2 16- 15- 15 20-20-20 4 2.4 Current 1 2 3 4 5 6 7 8 TOD Schedule Pla1 Cycle WBT NBT EBT SBT Ring Offset Offset 0 N/A Active Active JhaseBank Maximum 0 Max 0 Last In Service Date: unknown Permitted Phases 12345678 Default-2-4-6-8 External Permit 0 External Permit 1 External Permit 2 Local TOD Schedule Time Plan DOW 0000 Flash Su M T W Th F S 0700 Free M T W Th F 0900 Free Su S 1900 Flash Su S 2100 Flash M T W Th F Page 1 Print Date: 4/18/2015 TOD Schc,..,.ie Report for 2397: NW 3 Av&NW 20 St Current Time of Day Function Time Function 0000 TOD OUTPUTS Settinas * Day of Week SuMTWThFS Local Time of Day Function Time Function 0000 TOD OUTPUTS Settings * Pav of Week SuMTWThFS No Calendar Defined/Enabled Print Time: 2:02 AM * Settings Blank - FREE - Phase Bank 1, Max 1 Blank - Plan - Phase Bank 1, Max 2 1 - Phase Bank 2, Max 1 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 7 - X-PED OMIT 8-TBA Page 2 of 2 TRAFFIC SIGNAL INTERVAL DIAGRAMS 4 X X KY )0(:: 1 )CX)CXXXX 4 x One LEGEND ^-�-� A legal movement on green indication. F--=- Stopped condition on red indication. 41 -------- A movement that meet yield to green isssssses Pedestrian movement Indication. xs nn Pedestrian clearance Movement on yellow Indication, Drawn Check FD „l �11 E / y y t' Date METROPOLITAN DADE COUNTY DEPARTMENT OF TRAFFIC AND TRANSPORTATION 2 t 1 73 Placed In Service Date: Timing Somber • Phasing Number 4 Print Date: 2/13/2015 TOD Schu..le Report for 2419: N Miami Av&N 29 St IUD_ T02 Asset intersection Schedule OD Mode Plan # Cycle Offset Setting 2419 N Miami Av&N 29 St DOW-6 N/A 0 0 NIA Splits mu PH 2 PH 3 Ea.4. PH 5 nil £L, yin 8 - SBT EBT NBT - WBT 0 0 0 0 0 0 0 0 Active Phase Bank: Phase Walk Don't Walk Min Initial Veh Ext. Max Limit Max 2 Yellow Red Phase Bank 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 2 SBT 7 - 0 - 7 7 - 0 - 7 7 - 14 - 7 1 - 1 - 1 40 - 46 - 40 0 - 46 - 45 4 2 3- 0- 0- 0 0- 0- 0 0- 0- 0 0 - 0 - 0 0- 0- 0 0- 0- 0 0 0 4 EBT 7 - 0 - 7 7 - 0 - 7 7 - 7 - 7 2.5 -2.5 - 2.5 20 - 36 - 20 55 - 36 - 45 4 2 5- 0- 0- 0 0- 0- 0 0- 0- 0 0 - 0 - 0 0- 0- 0 0- 0- 0 0 0 6 NBT 7 - 0 - 7 7 - 0 - 7 7 - 14 - 7 1 - 1 - 1 40 - 46 - 40 0 - 46 - 45 4 2 7- 0- 0- 0 0- 0- 0 0- 0- 0 0 - 0 - 0 0- 0- 0 0- 0- 0 0 0 8 WBT 7 - 0 - 7 7 - 0 - 7 7 - 7 - 7 2.5 -2.5 - 2.5 20 - 36 - 20 55 - 36 - 45 4 2 Print Time: 9:44 AM ActiveActive PhaseBank Maximum 0 Max 0 Last In Service Date: unknown Permitted Phases 12345678 Default-234-6-8 External Permit 0 External Permit 1 External Permit 2 Page 1 of 2 Print Date: 211312015 TOD Schedule Report for 2419: N Miami Av&N 29 St Print Time: 9:44 AM Current Cycle 1 2 - SBT Green Time 6 NBT 7 - 8 WBT Rina Offset Offset 3 4 - EBT 5 - TOD Schedule Elul? 3 160 0 94 0 54 0 94 0 54 0 124 5 120 0 72 0 36 0 72 0 36 0 14 9 130 0 80 0 38 0 80 0 38 0 30 12- 150 0 90 0 48 0 90 0 48 0 88 13 110 0 74 0 24 0 74 0 24 0 66 14 90 0 57 0 21 0 57 0 21 0 22 19 90 0 57 0 21 0 57 0 21 0 42 20 110 0 66 0 32 0 66 0 32 0 20 21 120 0 69 0 39 0 69 0 39 0 16 22 100 0 60 0 28 0 60 0 28 0 26 Current Time of Day Function BUM 0000 0730 0915 1345 1615 Function TOD OUTPUTS TOD OUTPUTS TOD OUTPUTS TOD OUTPUTS TOD OUTPUTS Settings * -7 -7 -7 Day of Week, SuMTWThFS MTWThF MTWThF 1 MTWThF MTWThF Local TOD Schedule Time 0000 0600 0600 0730 0915 1000 1000 1200 1300 1345 1615 1800 1900 2200 2200 Plan Free 3 19 Free 3 20 5 9 21 Free 12 22 13 14 Free pow SuMTWThF S MTWThF Su S MTWThF MTWThF Su S MTWThF MTWThF Su S MTWThF MTWThF Su S MTWThF S MTWThF Su Local Time of Day Function Time 0000 0730 0915 1345 1615 Function TOD OUTPUTS TOD OUTPUTS TOD OUTPUTS TOD OUTPUTS TOD OUTPUTS Settinas * D-y of Week -7 SuM T W ThF S 1 MTWThF 7---- MTWThF -----1 MTWThF -7 MTWThF No Calendar Defined/Enabled * Settings Blank - FREE - Phase Bank 1, Max 1 Blank - Plan - Phase Bank 1, Max 2 1 - Phase Bank 2, Max 1 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 7 - X-PED OMIT 8-TBA Page LIVE Kb, # ,ope. SIGNAL OPERATING PLAN Direction sb EA�w-R Head No. 2. 6Li_ riming Phases, Dwell G- R cX-PeD R a R R. .I� 'Pa ye, 043 b Ped Heads bi/LY 1441 aN Movehenfs/Display/Acfuaiion it a 1 1:44. Dwell c a c a R RR _, W R I bah. bDv.) Au '�yt}.- 2. ( 6/ R K [G�� • jg upF bui + Die Dv.) 11 -I 1 i Dwell I l & &r R .6u leap bui Dwell c e 0 c e. a 0 Dwell Dwell A. c e a 0 Flashing Operation Ft l4c;llo•t 3Ilecked Hlv,�?,ta��tZ Blank42 F,; . w i 1 Miami -Dade County Public Works Deaartrnent Date FR FP. Ai. MiAtji. Ai . Ni, 29 ST Placed in Service Phasing No. Date 1/o / rBy sob? 5 Pq Pz O P6 • f I Page I .of 2 Asset Number ?;ot_v :.? 1 DC SIGNAL OPERATING PLAN N8 E v I _ rling Phases _ i Nis m dim € /Arlie RE,C.AE.L AC# u ATED 1 Direction S 6 Head No. a 0 s r a c a a 0 0 c 0 a 0 DweE1 2 g 1 Ped Heads Pfp Pq- 1 b. Dwe11 {R Dwell Dwell Dwell Dwell flashing Operation Cr bu- .CIF Movements/Display/Actuation E I • l I• P r FY F Ft I Miami -Dade County Public Works Department r n . FRAmci 1..�.r�� , 2.5��4 N. � , !a►� = 4 N. Z' 51 ticked 'Da:e . P aced n Service Phasing' No. } 4E 0.ANDEt.. 9 ' f o`P Date qioc IBY SHOP _ • 5 4 t Pc' 1, 4.t a Page 2 of .2.. Asset Number 2.14-111 Brankl2 Print Date: 2/1312015 TOD Sche%—,,te Report for 2420: NW 2 Av&NW 29 St Asset 2420 TOD Intersection Schedule OD Mos1e tan # NW 2 Av&NW 29 St DOW-6 N/A Solits ELL PH2 PH .PJ 4 PH5 PH6 ELIA WBT - NBT EBT SBT 0 0 0 0 0 0 0 0 Active Phase Bank: c1e 0 Phase Walk Don't Walk Min Initial Veh Ext Max Limit Max 2 Yellow Red Phase Bank 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 2 WBT 7 - 7 - 7 22 - 22 - 22 7 - 7 - 7 1 - 1 - 1 20 - 20 - 20 0 - 40 - 40 4 0.1 3- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 4 NBT 7 - 7 - 7 13 - 13 - 13 7 - 7 - 7 2.5 -2.5 - 2.5 23 - 23 - 23 40 - 40 - 40 4 0.2 5- 0- 0- 0 0- 0- 0 0- 0- 0 0 - 0 - 0 0- 0- 0 0- 0- 0 0 0 6 EBT 7 - 7 - 7 22 - 22 - 22 7 - 7 - 7 1 - 1 - 1 20 - 20 - 20 0 - 40 - 40 4 0.1 7- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 8 SBT 7 - 7 - 7 13 - 13 - 13 7 - 7 - 7 2.5 -2.5 - 2.5 23 - 23 - 23 40 - 40 - 40 4 0.2 Print Time: 9:44 AM TOD Active Active Offset ,Setting PhaseBank, Maximum 0 N/A 0 Max 0 Last In Service Date: unknown Permitted Phases 12345678 Default-2-4-6-8 External Permit 0 External Permit 1 External Permit 2 Page 1 of 2 Print Date: 2/1312015 TOD Schedule Report for 2420: NW 2 Av&NW 29 St Print Time: 9:44 AM Current Quit 1 2 - WBT Green Time 7 8 - SBT Ring Offset Offset 3 4 - NBT 5 6 - EBT TOD Schedule Plan 1 75 0 42 0 25 0 42 0 25 0 40 2 65 0 35 0 22 0 35 0 .22 0 35 3 60 0 31 0 21 0 31 0 21 0 31 11 75 0 42 0 25 0 42 0 25 0 40 Current Time of Day Function Time Function 0000 TOD OUTPUTS Settings * Day of Week SuMTWThFS Local TOD Schedule Time film DOW 0000 Flash Su M T W Th F S 0600 1 M T W Th F 0600 2 S 0700 3 Su 0700 11 0915 1 1345 11 1600 1 1700 1 1800 2 1800 3 2000 3 MTWThF MTWThF MTWThF W MT ThF MTWThF M T W Th F Local Time of Day Function Time Eunction 0000 TOD OUTPUTS Settings * Day of Week SuMTWThFS No Calendar Defined/Enabled * Settings Blank - FREE - Phase Bank 1, Max 1 Blank - Plan - Phase Bank 1, Max 2 1 - Phase Bank 2, Max 1 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 7 - X-PED OMIT 8 - TBA Page ' Print Date: 2/13/2015 TOD Schm..ure Report for 2421: NW 5 Av&NW 29 St Asset 2421 TOD Intersection Schedule On Mode Plan # NW 5 Av&NW 29 St DOW-6 N/A TILL PH 2 WBT 0 0 4 Active Phase Bank: Splits £1 3 PH 4 PH5 PH 6 PH 7 MA NBT EBT SBT 0 0 0 0 0 0 T IN+ 0 cle Phase Walk Don't Walk Min Initial Veh Bxt Max Limit Max 2 Yellow Red Phase Bank 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 2 WBT 7 - 7 - 7 22 - 22 - 22 7 - 7 - 7 1 - 1 - 1 25 - 25 - 25 0 - 30 - 30 4 0.7 3- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 4 NBT 0 - 0 - 0 0 - 0 - 0 7 - 7 - 7 2.5 -2.5 - 2.5 22 - 22 - 22 30 - 30 - 30 4 0.1 5- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 6 EBT 7 - 7 - 7 22 - 22 - 22 7 - 7 - 7 1 - 1 - 1 25 - 25 - 25 0 - 30 - 30 4 0.7 7- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 8 SBT 7 - 7 - 7 15 - 15 - 15 7 - 7 - 7 2.5 -2.5 - 2.5 22 - 22 - 22 30 - 30 - 30 4 0.1 Current TOD Schedule Ian Cycle I 2 3 4 5 6 7 8 WBT NBT - EBT SBT Ring Offset Offset Print Time: 9:44 AM TOD Active ctiv Offset setting PhaseBank Maximum 0 N/A 0 Max 0 Last In Service Date: unknown Permitted Phases 12345678 Default-2-4-6-8 External Permit 0 External Permit 1 External Permit 2 Local TOD Schedule Time Pan DOW, 0000 Flash Su M T W Th F S 0600 Free M T W Th F S 0700 Free Su Page 1 of 2 Print Date: 2/13/2015 TOD Schedule Report for 2421: NW 5 Av&NW 29 St Print Time: 9:44 AM Current Time of Day Function Time Function 0000 TOD OUTPUTS Settings * Day of Week SuMTWThFS Local Time of Day Function Time Function 0000 TOD OUTPUTS Settings * Day of Week --- SuMTWThFS No Calendar Defined/Enabled * Settings Blank - FREE - Phase Bank 1, Max 1 Blank - Plan - Phase Bank 1, Max 2 1 - Phase Bank 2, Max 1 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 7 - X-PED OMIT 8-TBA Page APPENDIX D: Miami -Dade Transit Data Bus Routes Route 2 BIKE & RIDE Legend Weekday Weekend Lt Selected Peak hour trips operate o Horace Mann Middle School. (See schedule) North Map not to scale 6/O B North Parkway Miami Regional Beach Hospital NE 167St Bus Terminal m E cJ z NW95StI • • ■ NW91St1„. Horace -� Mann Middle School L!J z Miami Shores 163 St Mall NE 163 St NW 14 St m C1E Historic Overtown/ Lyric Theatre Metrorail Station NW/NE 6 St Government Center Metrorail Station SW/SE 1 St Downtown — Bus Terminal NE 15 Ave MDC E—Wolfson Campus uJ z Route 6 a) ti co z NW 14 St c) NW11Stz SW 8 St m co co 1 ¢ CO 41 SW 27 Lane NW30Stn co —. Lb- ¢ h a) r r ¢o NAY z z rss pa NW 14 St L NW 29 St 8) SW 27 Terr Coconut Grove Metrorail Station Bird Ave (SW 30 St) a) a) z 0 NORTH MAP NOTTOSCALE 0812011 N N W. Hagler St rrr.rrrrr• `�SW1St a) ¢ cm ¢' CO "' 9St� tn NE17St 0 _E rrrl S1z, 11 St .Qq uj � MDC Wolfson Campus iv Downtown Miami 7 St 8 St Bricks!! Metrorail Station Route 32 NW 206 Terr F Landmark Learning ■ Center a> z NW 167 St a) co Q co NW 203 Terr NW 201 St Florida Memorial • College a) z a) 7 z NW 159 St NW 157 St NW 37 Ave a) NW 191 St Carol City NW 171 St a, St.Thomas Q University Opa-Iocka MDC North Campus Enter MDC Weekdays and Saturdays only. Santa Clara & Civic Center Station 20 St ; 20 St VA Hosp. NW ¢' 17St /6st ■ cs z NW 151 St Opa-Iocka Blvd d 135 St NW 32 Ave �Y NW 113 St t NW 110 St w ALL TRIPS SERVE TRI-RAIL STATION NORTHBOUND Opa-Iocka Tri-Rai! Station Northside Metrorail i Station Southbound bus does not enter station Santa Clara Metrorail Station Lc CIVIC CENTER LIBERTY CITY N z NE 19 St Civic Center -0 Metrorail Station m ca N Adrienne Arsht Center Metromover Station/ Bus Terminal SOUTHBOUND 111 Opa-locka Tri-Flail Station �► NE 17 Terr 0 0 N CO NE 14 St z NORTH MAP NOT TO SCALE 11/2013 Route 211 Overtown Circulator BIKE & RIDE Winn Dixie t NW115t 4/8 Culmer Metrorail Station m t_ 0 z NW 19 St a) In z NW 8 St NW 20 St Williams Park 111. a> z NW 17 St Culmer Neighborhood Center Theodore R. Gibson —10 Park-- Metrorail NW 6 St a) C) z NW 9 St The Lyr Theatre a) N z Post" 1 Historic Overtown/ Lyric Theatre Metrorail Station a) NW 5 St eD North Map not to scale 10/07 z Metrobus Riderships — NW 25th Street Route_Pat ROUTE ROUTE AADRCTN ❑IRECTION TRIPTIME TTME_PERIOD TIME PERIOD_ AQSTOP ASTOP ANAMSTP 6 6 6 1 NORTH1OVN0 830 AM Peak AM Peak 7770 96 NW 29 ST NW 3 AV 6 6 6 NORTHBOUND 1530 PM Peak PM Peak 7770 96 NW 29 ST NW 3 AV 6 6 6 NORTHBOUND 1630 PM Peak PM Peak 7770 96 NW 29 ST Nw 3 AV 6 6 6 NORTHBOUND 1730 PM Peak PM Peak 7770 96 NW 29 ST NW 3 AV 6 6 6 SOUTHBOUND 800 AM Peak AM Peak 7792 13 NW 29 ST MW 3 AV 6 6 6 SOUTHBOUND 1500 PM Peak PM Peak 7792 13 MW 29 5T NW 3 AV 6 6 6 SOUTHBOUND 1600 PM Peak PM Peak 7792 13 NW 29 ST NW 3 AV 6 6 6 SOUTHBOUND 1700 PM Peak PM Peak 7792 13 NW 29 9T NW 3 AV NORTHBOUND AM PEAK HOUR:4.8 riders PM PEAK HOUR:5 riders SOUTHBOUND AM PEAK HOUR:7.5 riders PM PEAK HOUR:5.2 riders AON AOFF ALOAD .0 .1 4.8 .0 .0 4.4 .0 ,0 5.0 .0 .1 2.7 .7 .1 7,5 .0 .1 6.1 .1 -0 5.2 .9 .0 4.9 Route_Pat ROUTE ROUTE_ AADRCTN DIRECTION TRIPTIME TIME_PERI0D TIME PERIOD_ AQSTOP ASTOP ANAMSTP 6 6 0 SOUTHBOUND 800 AM Peak AM Peak 6847 18 N MIAMI AV NW 25 ST 6 6 SOUTHBOUND 1500 PM Peak PM Peak 6847 18 N MIAMI AV NW 25 ST 6 6 SOUTHBOUN❑ 1600 PM Peak PM Peak 6847 10 N MIAMI AV NW 25 ST 6 6 SOUTHBOUND 1700 PM Peak PM Peak 6847 18 N MIAMI AV NW 25 ST SOUTHBOUND AM PEAK HOUR:8.1 riders PM PEAK HOUR:5.7 riders ROM AOFF A1ORD .0 .7 8-1 .0 .2 5.6 .0 .0 5.7 .1 .0 4.4 Route_Pat ROOTS ACOTE AADR2TN DIRECTION TRTPTIME TIME_PERIOD TINE PERIOD_ AQSTOP ASTOP ANAMSTP 32 32 32 1 NORTHBOUND 615 AM Peak AM Peak 7802 9 NW 20 ST NW 4 CT 32 32 32 1 NORTH00UN❑ 639 AM Peak AM Peak 7802 9 NW 20 ST NW 4 CT 32 32 32 1 NORTHBOUN❑ 703 AM Peak AM Peak 7802 9 NW 20 ST NW 4 CT 32 32 32 1 NORTHBOUND 727 AM Peak AM Peak 7802 9 Nw 20 sT Nw 4 CT 32 32 32 1 NOR1H80ON0 751 AM Peak AM Peak 7802 9 NW 20 8T NW 4 CT 32 32 32 1 NORTHBOUND 815 AM Peak AM Peak 7802 9 NW 20 ST NW 4 CT 32 32 32 1 NORTHBOUND 639 AM Peak AM Peak 7802 9 NW 20 ST NW 4 CT 32 32 32 1 NORTHBOUND 1519 PM Peak PM Peak 7802 9 NW 20 ST NW 4 CT 32 32 32 1 NORTHBOUN❑ 1543 PM Peak PM Peak 7802 9 NW 20 ST NW 4 CT 32 32 32 1 NORTHBOUND 1607 PM Peak PM Peak 7802 9 Kw 20 sT Nw 4 CT 32 32 32 1 N0R1H80OND 1631 PN Peak PM Peak 7802 9 NW 20 ST NW 4 CT 32 32 32 1 NORTHBOUND 1655 PM Peak PM Peak 7802 9 NW 20 ST NW 4 CT 32 32 32 1 NORTHBOUND 1719 PM Peak PM Peak 7802 9 NW 20 ST NW 4 CT 32 32 32 1 NORTHBOUND 1743 PM Peak PM Peak 7802 9 NW 20 ST Nw 4 CT 32 32 32 0 SOUTHBOUND 612 AM Peak AM Peak 7837 1331441 20 ST NW 4 CT 32 32 32 0 SOUTH00uND 632 AM Peak AM Peak 7837 133 Kw 20 sT Mw 4 CT 32 32 32 0 s00THE0uND 649 AM Peak AM Peak 7937 133 NW 20 ST NW 4 CT 32 32 32 0 SOUTHBOUND 713 AM Peak AM Peak 7837 133 NW 20 ST NW 4 CT 32 32 32 0 SOUTHBOUND 737 AM Peak AM Peak 7837 133 NW 20 ST NW 4 CT 32 32 32 0 SOUTHBOUND 803 AM Peak AM Peak 7837 133 NW 20 ST NW 4 CT 32 32 32 0 SOUTHBOUND 830 AM Peak AM Peak 7837 133 KW 20 ST NN 4 CT 32 32 32 0 SOUTHBOUND 854 AM Peak AM Peak 7837 133 NW 20 ST NW 4 CT 32 32 32 0 SORTHBOUND 1512 PM Peak PM Peak 7837 133 NW 20 ST NW 4 CT 32 32 32 0 SOUTHBOUND 1536 PM Peak PM Peak 7837 133 NW 20 ST NW 4 CT 32 32 32 0 SOUTHBOUND 1558 PM Peak PM Peak 7837 133 NW 20 ST NW 4 CT 32 32 32 0 SOUTHBOUND 1622 PM Peak PM Peak 7837 133 NW 20 ST NW 4 CT 32 32 32 0 SOUTHBOUND 1646 PM Peak PM Peak 7837 133 NW 20 ST NW 4 CT 32 32 32 0 E0➢THBOUND 1710 PM Peak PM Peak 7837 133 NW 20 ST NW 4 CT 32 32 32 0 SOUTHBOUND 1734 PM Peak PM Peak 7837 133 NW 20 ST NW 4 CT NORTHBOUND AM PEAK HOUR:45.3 riders PM PEAK HOUR:43.5 riders SOUTHBOUND AM PEAK HOUR:30.8 riders PM PEAK HOUR:36.1 riders A0N AOFF AL0A0 .4 -0 22.8 .1 .0 6.8 .4 .0 16.9 .4 .0 22.2 .0 .0 2.2 .5 .0 20.9 .1 .1 15.7 -4 .3 7.3 .2 .0 5.0 .3 .2 15.5 .2 .1 11.3 .4 .1 16.7 .0 .0 1.2 .3 .1 22.2 .0 .0 1.7 .2 .1 15.2 .4 .1 11.5 .3 .2 20.0 .0 .1 1.6 .2 .4 9.2 .0 .0 3.4 .1 .0 11.1 .2 .7 23.0 .0 .0 1.4 .0 .9 18.3 .2 .5 19.4 .0 .2 6.9 .0 .4 9.8 .0 .2 10.8 Route Pat ROUTE ROUTE_ AADRCTN ❑IRECTION TRIPTIME TIME_PERIO❑ TIME PERIOD_ AQSTOP AS TOP ANAMSTP AON ACED' ALOAD 211 211 211 wESTBOON❑ 1518 PM Peak PM Peak 7838 5 NW 20 ST NW 3 AV .3 7 1.4 211 211 211 WESTBOUND 1603 PM Peak PM Peak 7838 5 NW 20 ST NW 3 AV .3 .6 2.3 211 211 211 WESTBOUND 1648 PM Peak PM Peak 7838 5 NW 20 ST NN 3 AV 1.3 .9 4.1 211 211 211 WESTBOUND 1733 PM Peak PM Peak 7838 5 NW 20 ST NW 3 AV 1.6 .5 2.9 WESTBOUND PM PEAK HOUR:6.4 riders Route_Pat ROUTE ROUTE_ AADRCTN ❑IRECTION TRTPTIMB TIME_PERIOD TIME PERIOD_ AQSTOP ASTOP ANAMSTP AON AOFF ALOAD 2 2 2 0 SOUTHBOUND 612 AM Peak AM Peak 7800 OW 20 ST NW 2 AV .1 .2 18.0 2 2 2 0 SOUTHBOUND 621 AM Peak AM Peak 7800 86 NW 20 ST NW 2 AV .0 .0 14.8 2 2 2 0 50UTN00UN❑ 631 AM Peak AM Peak 7800 86 NW 20 ST NW 2 AV .0 .0 21.4 2 2 2 0 S2DTHe0UN❑ 703 AM Peak AM Peak 7800 86 NW 20 ST NW 2 AV .0 .0 17.1 2 2 2 0 S001H80000 713 AM Peak AM Peak 7800 86 NW 20 5T NW 2 Av .0 ,0 18,5 2 2 0 SOUTHBOUN❑ 723 AM Peak AM Peak 7800 86 NW 20 ST NW 2 AV .0 .0 22.1 2 2 2 0 SOUTH000N❑ 803 AM Peak AM Peak 7800 86 NW 20 ST NW 2 AV .0 .0 19.8 2 2 2 0 SOUTHBOUND 812 AM Peak AM Peak 7800 86 NW 20 ST NW 2 AV -0 .0 19.4 2 2 2 0 SOUTHBOUND 822 AM Peak AM Peak 7800 86 NW 20 5T NW 2 AV .0 .0 15.5 2 2 2 0 500TN000ND 1521 PM Peak PM Peak 7800 86 NW 20 5T NW 2 AV .0 .0 7.2 2 2 2 0 500TN000ND 1532 PM Peak PM Peak 7800 86 NW 20 ST NW 2 AV .0 .0 13.4 2 2 2 0 SOUTHBOUND 1541 PM Peak PM Peak 7800 86 NW 20 5T NW 2 Av .0 .0 8.7 2 2 2 0 SOUTHBOUND 1621 PM Peak PM Peak 7800 86 NW 20 ST NW 2 AV .0 -0 10.7 2 2 2 0 SOUTH000ND 1637 PM Peak PM Peak 7800 86 NW 20 ST NW 2 AV .0 .0 10.4 2 2 2 0 SOUTH80UN❑ 1643 PM Peak PM Peak 7800 86 NW 20 ST NW 2 AV .0 .0 11.5 2 2 0 SOUTHBOUND 1726 PM Peak PM Peak - 7800 86 NW 20 ST NW 2 AV .0 .0 8.8 2 2 2 0 SOUTHBOUND 1734 PM Peak PM Peak 7800 86 NW 20 ST NW 2 AV .0 .0 10.0 2 2 2 0 SOUTHBOUND 1716 PM Peak PM Peak 7800 86 NW 20 ST NW 2 Av .0 .0 5.9 SOUTHBOUND AM PEAK HOUR:61.3 riders PM PEAK HOUR:32.6 riders Route_Pat ROUTE ROUTE_ AADRCTN DIRECTION TRIPTIME TIMEPERIOD TIME PERIOD_ AQSTOP ASTOP ANAMSTP AWN AOPP ALOAD 2 2 2 NORTHBOUND 625 AM Peak AM Peak 6956 18 NW 2 AV NW 25 ST .0 .4 6.5 2 2 2 NORTHBOUND 615 AM Peak AM Peak 6956 18 NW 2 AV NW 25 ST .0 .0 10.2 2 2 2 NORTHBOUND 705 AM Peak AM Peak 6956 16 NW 2 AV NW 25 5T .0 _0 0.5 2 2 NORTHBOUND 725 AM Peak AM Peak 6956 18 NW 2 AV NW 25 ST .0 .2 6.4 2 2 2 1 NORTHBOUND 745 AM Peak AM Peak 6956 18 NW 2 AV NW 25 ST .1 .7 7.4 2 2 2 1 NORTHBOUND 805 AM Peak AM Peak 6956 18 NW 2 AV NW 25 ST .0 1.4 13.3 2 2 2 NORTHBOUND 825 AM Peak AM Peak 6956 18 NW 2 AV NW 25 ST .0 .1 7.0 2 2 2 NORTHBOUND 845 AM Peak AM Peak 6956 18 Nw 2 AV NW 25 ST .1 .4 7.1 2 2 2 NORTHBOUND 1505 PM Peak PM Peak 6956 18 NW 2 AV NW 25 ST .3 .2 12.8 2 2 2 NORTHBOUND 1525 PM Peak PM Peak 6956 18 NW 2 AV NW 25 57 .8 .0 14.2 2 2 2 NORTHBOUND 1545 PM Peak PM Peak 6956 18 NW 2 AV NW 25 5T .4 .1 12.3 2 2 2 NORTHBOUND 1605 PM Peak PM Peak 6956 18 NW 2 AV NW 25 ST .1 .1 12.6 2 2 2 1 NORTHBOUND 1625 PM Peak PM Peak 6956 18 NW 2 AV NW 25 ST .1 .1 16.2 2 2 2 NORTHBOUND 1645 PM Peak PM Peak 6956 18 NW 2 AV NW 25 ST .2 .0 13.6 2 2 2 NORTHBOUND 1705 PM Peak PM Peak 6956 18 NW 2 AV NW 25 ST .2 .1 21.2 2 2 2 NORTHBOUND 1725 PM Peak PM Peak 6956 18 NW 2 AV NW 25 ST .1 .0 15.0 2 2 2 NORTHBOUND 1745 PM peak PM peak 6956 18 NW 2 AV NW 25 $T .1 ,0 9.0 2 2 SOUTHBOUND 612 AM peak AM Peak 6935 82 NW 2 AV NW 25 ST .1 .0 20.0 2 2 SOUTHBOUND 621 AM Peak AM Peak 6935 82 NW 2 AV NW 23 SI .0 .2 14.5 2 2 2 SOUTHBOUND 631 AM Peak AM peak 6935 82 NW 2 AV NW 25 ST .7 .8 21.5 2 2 2 SOUTHBOUND 703 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST .1 .1 16.5 2 2 2 SOUTHBOUND 713 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST .0 .1 17,E 2 2 2 SOUTHBOUND 723 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST .6 .8 24.1 2 2 2 50UTHBOUN❑ 803 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST .5 .6 20.2 2 2 2 50UTHBOUN5 812 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST .2 .3 20.7 2 2 2 SOUTHBOUND 822 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST .2 .3 16.3 2 2 2 SOUTHBOUND 1521 PM Peak PM Peak 6935 82 NW 2 AV NW 25 ST .1 .6 7.0 2 2 2 SOUTHBOUND 1532 PM Peak PM Peak 6935 62 NW 2 AV NW 25 ST .2 .1 14.7 2 2 SOUTHBOUND 1541 PM Peak PM Peak 6935 62 NW 2 AV NW 25 ST .2 .2 9.3 2 2 2 0 SOUTHBOUND 1521 PM Peak PM Peak 6935 82 NW 2 AV NW 25 ST .2 .3 11.8 2 2 2 0 SOUTHBOUND 1637 PM Peak PM Peak 6935 62 NW 2 AV NW 25 ST .6 .0 9.9 2 2 0 SOUTHBOUND 1643 PM Peak PM Peak 6935 82 NW 2 AV NW 25 ST .5 .0 11.1 2 2 0 SOUTHBOUND 1726 PM Peak PM Peak 6935 62 Nw 2 AV NW 25 ST .4 .0 7.5 2 2 2 SOUTHBOUND 1734 PM Peak PM Peak 6935 62 NW 2 AV NW 25 5T .0 .0 9.7 2 2 SOUTHBOUND 1746 PM Peak PM Peak 6935 82 NW 2 AV NW 25 ST .2 .1 5.9 NORTHBOUND AM PEAK HOUR:27.7 riders PM PEAK HOUR:51.2 riders SOUTHBOUND AM PEAK HOUR:65 riders PM PEAK HOUR:32.8 riders Route_Pat ROUTE ROUTE_ AADRCTN DIRECTION TRIPTIME TIME_PERIOD TIME PERIOD_ AQSTOP ASTOP ANAM0TP 2 2 2 1 NORTHBOUND 625 AM Peak AM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 645 AM Peak AM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 705 AM peak AM Peak 6956 18 NW 2 AV NW 25 5T 2 2 2 1 NORTHBOUND 725 AM Peak AM Peak 6956 18 NW 2 AV NW 25 ST 2 2 1 NORTHBOUND 745 AM Peak AM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND B05 AM Peak AM Peak 6956 18 Nw 2 AV NW 25 ST 2. 2 2 1 NORTHBOUND 825 AM Peak AM Peak 6956 18 NW 2 AV NW 25 8T 2 2 2 1 NORTHBOUND 845 AM Peak AM Peak 6956 18 NW 2 AV NW 25 8T 2 2 2 1 NORTHBOUND 1505 PM Peak PM Peak 6956 18 NW 2 AV NW 25 5T 2 2 2 1 NORTHBOUND 1525 PM Peak PM Peak 6956 18 NW 2 AV Nw 25 ST 2 2 1 NORTHBOUND 1545 PM Peak PM Peak 6956 18 NW 2 Av NW 25 ST 2 2 2 1 NORTHBOUND 1605 PM Peak PM Peak 6956 19 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 1625 PM Peak PM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 1645 PM Peak PM Peak 6956 18 NW 2 AV NW 25 8T 2 2 2 1 NORTHBOUND 1705 PM Peak PM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 1725 PM Peak PM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 1745 PM Peak PM Peak 6956 1a NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 612 AM Peak AM Peak 6935 82 NW 2 Av NW 25 ST 2 2 0 SOUTHBOUND 621 AM Peak AM Peak 6935 82 NW 2 AV NW 25 5T 2 2 2 0 S5DTHBDUNO 631 AM Peak AM peak 6935 82 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 703 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 713 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST 2 , 2 2 0 SOUTHBOUND 723 AM Peak AM Peak 6935 82 NW 2 AV Nw 25 sT 2 2 2 0 SOUTHBOUND 803 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 812 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST 2 2 0 SO0THB0UN0 822 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 1521 PM Peak PM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 1532 PM Peak PM Peak 6935 82 NW 2 AV NW 25 5T 2 2 0 SOUTHBOUND 1541 PM Peak PM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 1621 PM Peak PM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 1637 PM Peak PM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 1643 Pm Peak PM Peak 6935 82 NW 2 AV NW 25 5T 2 2 2 0 SOUTHBOUND 1726 PM Peak PM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 1734 PM Peak PM Peak 6935 62 Nw 2 AV NW 25 5T 2 2 2 0 SOUTHBOUND 1746 PM Peak PM Peak 6935 82 NW 2 AV NW 25 5T NORTHBOUND AM PEAK HOUR:27.7 riders PM PEAK HOUR:51.5 riders SOUTHBOUND AM PEAK HOUR:65 riders PM PEAK HOUR:32.8 riders RON ROPE' ALOAD .0 .4 6.5 .0 .3 10.2 .0 .3 9.5 .0 .2 6.4 .1 .7 7.4 ,0 1.4 13.3 .0 .1 7.0 .1 .4 7.1 .3 .2 12.8 .8 .0 14.2 .4 .1 12.3 .1 .1 12.6 .1 .1 16.2 .2 .0 13.8 .2 .1 21.2 .1 .0 15.0 .1 .0 9.0 .1 .0 20.0 .0 .2 14.5 .7 .6 21.5 .1 .1 16.5 .0 .1 17.8 .6 .B 24.1 .5 .6 20.2 .2 .3 20.7 .2 .3 16.3 .1 .9 7.0 .2 .1 14.7 .2 .2 9.3 .2 .3 11.8 .6 .0 9.9 .5 .0 11.1 .4 .0 7.5 .0 .0 9.7 .2 .1 5.9 Metrobus Riderships — NW 24th Street Route_Pat ROUTE ROUTE_ AADRCTN DIRECTION TRIPTIME TIME_PERIOD TIME PERIOD_ AQSTOP ASTOP ANAMSTP 6 6 6 1 NORTHBOUN❑ 830 AM Peak AM Peak 7770 96 NW 29 ST NW 3 AV 6 6 6 1 NORTHBOUND 1530 PM Peak PM Peak 7770 96 NW 29 ST NW 3 AV 6 6 1 NORTHBOUND 1630 PM Peak PM Peak 7770 96 NW 29 ST NW 3 AV 6 6 1 NORTHBOUN❑ 1730 PM Peak PM Peak 7770 96 NW 29 ST NW 3 Av 6 6 0 SOUTHBOUND 800 AM Peak AN Peak 7792 13 NW 29 ST NW 3 AV 6 6 0 503TH00UND 1500 PM Peak PM Peak 7792 13 NW 29 ST NW 3 Av 6 6 6 0 soon -mom) 1600 PM Peak PM Peak 7792 13 NW 29 ST NW 3 AV 6 6 6 0 SOUTH00UN❑ 1700 PM Peak PM Peak 7792 13 NW 29 ST NW 3 AV NORTHBOUND AM PEAK HOUR:4.8 riders PM PEAK HOUR:5 riders SOUTHBOUND AM PEAK HOUR:7.5 riders PM PEAK HOUR:5.2 riders A0N ANT ALOAD .0 .1 4.8 .0 -0 4.4 .0 -0 5.0 .0 .1 2.7 .7 .1 7.5 .0 .1 6.1 .1 .0 5.2 0 .0 4.9 Route_Pat ROUTE ROUTE_ AADRCTN DIRECTION DRIFTIME TIME PERIOD TIME PERIOD_ AOSTOP ASTOP ANAMSTP AON AOFF ALOAD 6 6 6 0 SOUTHBOUND 800 AM Peak AM Peak 6847 18 N MIAMI AV NW 25 ST .0 .7 8.1 6 6 6 0 SCUTHBQUNS 1500 PM Peak PM Peak 6847 18 N MIAMI AV NW 25 ST .0 .2 5.6 6 6 6 0 SOUTHBOUND 1600 PM Peak PM Peak 6847 18 N MIAMI AV NW 25 ST .0 .0 5.7 6 6 0 SOUTHBOUND 1700 PM Peak Pm Peak 6847 18 N MIAMI AV NW 25 5T .1 .0 4.4 SOUTHBOUND AM PEAK HOUR:8.1 riders PM PEAK HOUR:5.7 riders RoUte_Pat ROUTE ROUTE_ AADRCTN DIRECTION TRIPTIME TIME_PERIOD TIME PERIOD AUTO? ASTOP ANAMBTP AON AOFF RLOAD 32 32 32 1 NORTHBOUND 615 AM Peak AM Peak 7802 9 NW 20 ST NW 4 CT .4 .0 22.8 32 32 32 1 NORTHBOUND 639 AM Peak AM Peak 7802 9 NW 20 5T NW 4 CT .1 .0 6.8 32 32 32 1 NORTHBOUND 703 AM Peak AM Peak 7802 9 NW 20 ST NW 4 CT ,4 .0 16.9 32 32 32 1 NORTHBCUN❑ 727 AM Peak AM Peak 7802 9 NW 20 5T NW 4 CT .4 .0 22.2 32 32 32 1 NORTHBOUND 751 AM Peak AM Peak 7802 9 NW 20 ST NW 4 CT .0 .0 2.2 32 32 32 1 NORTHBOUND 815 AM Peak AM Peak 7802 9 NW 20 ST NW 4 CT .5 .0 20,9 32 32 32 1 NORTHBOUND 839 AM Peak AM Peak 7802 9 NW 20 ST NW 4 CT .1 .1 15.7 32 32 32 1 NORTHBOUND 1519 PM Peak PM Peak 7802 9 NW 20 ST NW 4 CT .4 .3 7.3 32 32 32 1 NORTHBOUND 1543 PM Peak PM Peak 7802 9 NW 20 ST NW 4 CT .2 .0 5.0 32 32 32 1 NORTHBOUND 1607 PM Peak PM Peak 7802 9 NW 20 ST NN 4 CT .3 .2 15.5 32 32 32 1 NORTHBOUND 1631 PM Peak PM Peak 7802 9 NW 20 ST IN 4 CT .2 .1 11.3 32 32 32 1 NORTHBOUND 1655 PM Peak PM Peak 7802 9 NW 20 ST NW 4 CT .4 .1 16.7 32 32 32 1 NORTHBOUND 1719 PM Peak PM Peak 7802 9 NW 20 ST NW 4 CT .0 .0 1.2 32 32 32 1 NORTHBOUN❑ 1743 PM Peak PM Peak 7802 9 NW 20 5T KW 4 CT .3 .1 22.2 32 32 32 0 SOOTHBouND 612 AM Peak AM Peak 7837 133 Nw 20 $T NW 4 CT .0 .0 1.7 32 32 32 0 SOUTHBOUND 632 AM Peak AM Peak 7837 133 NW 20 ST NW 4 CT .2 .1 15.2 32 32 32 0 SOUTHBOUND 649 AM Peak AM Peak 7837 133 NW 20 ST NW 4 CT .4 .1 11.5 32 32 32 0 SCUTHBOUND 713 AM Peak AM Peak 7837 133 NW 20 ST NW 4 CT .3 .2 20,0 32 32 32 0 50UTHB0UN❑ 737 AM Peak AM Peak 7837 133 NW 20 ST NW 4 CT .0 .1 1.6 32 32 32 0 SORTHBOUND 803 AM Peak AM Peak 7837 133 NW 20 ST NW 4 cT .2 .4 9.2 32 32 32 0 SOUTHBOUND 830 AM Peak AM Peak 7837 133 NW 20 ST NW 4 CT .0 .0 3.4 32 32 32 0 SOUTHBOUND 854 AM Peak AM Peak 7837 133 NW 20 ST NW 4 CT .1 .0 11.1 32 32 32 0 SOUTHBOUND 1512 PM Peak PM Peak 7837 133 NW 20 ST NW 9 CT .2 .7 23.0 32 32 32 0 SOUTHBOUND 1536 PM Peak PM Peak 7837 133 NW 20 ST NW 4 CT .0 . .0 1.4 32 32 32 0 SOUTHBOUND 155E PM Peak PM Peak 7837 133 NW 20 ST NW 4 CT .0 ,9 18.5 32 32 32 0 SOUTHBOUND 1622 PM Peak PM Peak 7837 133 Kw 20 ST NW 4 CT .2 .5 19.4 32 32 32 0 SOUTHBOUND 1646 PM Peak PM Peak 7837 133 NW 20 ET NW 4 CT .0 .2 6.9 32 32 32 0 SOUTHBOUND 1710 PM Peak PM Peak 7837 133 NW 20 ST NW 4 CT .0 .4 9.8 32 32 32 0 SOUTHBOUND 1734 PM Peak PM Peak 7837 133 NW 20 ST NW 4 CT .0 .2 10.6 NORTHBOUND AM PEAK HOUR:45.3 riders PM PEAK HOUR:43.5 riders SOUTHBOUND AM PEAK HOUR:30.8 riders PM PEAK HOUR:36.1 riders Metrobus Riderships — NW 23rd Street Route_Pat ROUTE ROUTE_ AADRCTN DIRECTION TRIPTIME TIME_PERIOD TIME PERIOD_ AQSTOP ASTOP ANANSTP A0N AOFF ALOAD 6 6 6 1 NORTHBOUND 830 AM Peak AN Peak 7770 96 NW 29 ST NW 3 AV .0 .1 4.8 6 6 6 1 NORTHBOUND 1530 PM Peak PN Peak 7770 96 NW 29 ST NW 3 AV .0 .0 4.4 6 6 6 I NORTHBOUND 1630 PM Peak PM Peak 7770 96 Nw 29 sT NW 3 AV .0 .0 5.0 6 6 6 1 NORTHBOUN❑ 1730 PM Peak PM Peak 7770 96 NW 29 ST NW 3 AV .0 .1 2.7 6 6 SOUTHBOUND 800 AM Peak AM Peak 7792 13 NW 29 ST NW 3 AV .7 .I 7.5 6 6 SOUTHBOUND 1500 PM Peak PM Peak 7792 13 NW 29 ST NW 3 AV .0 .1 6.1 6 6 SOUTHBOUND 1600 PM Peak PM Peak 7792 13 NW 29 ST NW 3 AV .1 .0 5.2 6 6 SOUTHB0UN0 1700 PM Peak PM Peak 7792 13 NW 29 ST NW 3 AV .0 .0 4.9 NORTHBOUND AM PEAK HOUR:4.8 riders PM PEAK HOUR:5 riders SOUTHBOUND AM PEAK HOUR:7.5 riders PM PEAK HOUR:5.2 riders Route_Pat ROUTE ROUTE_ AADRCTN DIRECTION TRIPTIME TIMEPERIOD TIME PERIOD_ AQSTOP ASTOP ANAMSTP AON AOFF ALOAD 6 6 SCOTHBOUND 800 AM Peak AM Peak 6847 18 N MIAMI AV NW 25 ST .0 .7 8.1 6 6 6 0 SOUTNBOUND 1500 PM Peak PM Peak 6847 18 N MIAMI AV NW 25 ST .0 .2 5.6 6 6 6 0 SOUTHBOUN❑ 1600 PM Peak PM Peak 6847 18 N MIAMI AV NW 25 ST .0 .0 5.7 6 6 6 0 S0DTH800ND 1700 PM Peak PM Peak 6847 18 N MIAMI AV NW 25 ST .1 .0 4.4 SOUTHBOUND AM PEAK HOUR:8.1 riders PM PEAK HOUR:5.7 riders Route_Pat ROUTE ROUTE_ AADRCTN DIRECTION TRIPTIME TIME_PERIOD TIME PERIOD_ AQSTOP ASTOP ANAMSTP AON AOFF ALOAD 32 32 32 NORTHBOUND 615 AM Peak AM Peak 7802 9 NW 20 ST NW 4 CT .4 .0 22.8 32 32 32 NORTHBOUND 639 AM Peak AM Peak 7802 9 NW 20 5T NW 4 CT .1 .0 6.8 32 32 32 NORTHBOUND 703 AM Peak AM Peak 7602 9 NW 20 ST NW 4 CT .4 .0 16.9 32 32 32 NORTHBOUND 727 AM Peak AM Peak 7002 9 NW 20 ST NW 4 CT .4 .0 22.2 32 32 32 NORTHBOUND 751 AM Peak AM Peak 7802 9 NW 20 ST NW 4 CT .0 .0 2.2 32 32 32 NORTHBOUND 915 AN Peak AM Peak 7902 9 NW 20 ST NW 4 CT .5 .0 20.9 32 32 32 NORTHBOUND 839 AM Peak AM Peak 7902 9 NW 20 ST NW 4 CT .1 .1 15.7 32 32 32 NORTHBOUND 1519 PM Peak PM Peak 7802 9 NW 20 ST NW 4 CT .4 .3 7,3 32 32 32 NORTHBOUND 1543 PM Peak PM Peak 7802 9 NW 20 ST NW 4 CT .2 .0 5.0 32 32 32 NORTHBOUND 1607 PM Peak PM Peak 7802 9 Nw 20 ST NW 4 CT .3 .2 15.5 32 32 32 1 NORTHBOUND 1631 PM Peak PM Peak 7802 9 NW 20 ST Nw 4 CT .2 .1 11.3 32 32 32 1 NORTHBOUND 1655 PM Peak PM Peak 7802 9 NW 20 ST NW 4 CT .4 .1 16.7 32 32 32 1 NORTHBOUND 1719 PM Peak PM Peak 7802 9 NW 20 ST NW 4 CT .0 .0 1.2 32 32 32 NORTHBOUND 1743 PM Peak PM Peak 7802 9 NW 20 ST NW 4 CT .3 .1 22.2 32 32 32 0 SOUTHBOUND 612 AM Peak AM Peak 7837 133 NW 20 ST NW 4 CT .0 .0 1.7 32 32 32 0 SOUTHBOUND 632 AM Peak AM Peak 7837 133 NW 20 ST NW 4 CT ,2 .1 15.2 32 32 32 0 SOUTHBOUND 649 AM Peak AM Peak 7837 133 Nw 20 ST Nw 4 CT .4 .1 11.5 32 32 32 0 50UTH8OUND 713 AM Peak AM Peak 7637 133 NW 20 ST NW 4 CT .3 ,2 20.0 32 32 32 0 SOUTHBOUND 737 AM Peak AM Peak 7837 133 Nw 20 ST NW 4 CT .0 .1 1.6 32 32 32 SOUTH009N❑ 803 AM Peak AM Peak 7837 133 NW 20 ST Nw 4 CT .2 .4 9.2 32 32 32 SOUTHBOUND 830 AM Peak AM Peak 7837 133 NW 20 ST NW 4 CT .0 .0 3.4 32 32 32 30UTHB0UN0 854 AM Peak AM peak 7837 133 NW 20 ST NW 4 CT .1 .0 11.1 32 32 32 SOUTHBOUND 1512 PM Peak PM Peak 7837 133 NW 20 ST NW 4 CT .2 .7 23.0 32 32 32 0 SOUTHBOUND 1536 PM Peak PM Peak 7837 133 NW 20 5T NW 4 CT .0 ,0 1.4 32 32 32 0 SOUTHBOUND 1558 PM Peak PM Peak 7837 133 NW 20 8T NW 4 CT .0 .9 18.5 32 32 32 0 SOUTHBOUND 1622 PM Peak PM Peak 7837 133 NW 20 3T NW 4 CT .2 .5 19.4 32 32 32 0 SOUTHBOUND 1546 PM Peak PM Peak 7837 133 NW 20 ST NW 4 CT .0 .2 6.9 32 32 32 0 SOUTHBOUND 1710 PM Peak PM Peak 7837 133 NW 20 ST NW 4 CT .0 .4 9,8 32 32 32 0 SOUTHBOUNO 1734 PM Peak PM Peak 7837 133 NW 20 ST NW 4 CT .0 .2 10.8 NORTHBOUND AM PEAK HOUR:45.3 riders PM PEAK HOUR:43.5 riders SOUTHBOUND AM PEAK HOUR:30.8 riders PM PEAK HOUR:36.1 riders Route_Pat ROUTE ROUTE_ AADRCTN DIRECTION TRIPTIME TIME_PER10D TIME PERIOD_ AUTO? ASTOP ANAMSTP 211 211 211 1 WESTBOUND 1518 PM Peak PM Peak 7838 5 NW 20 ST NW 3 AV 211 211 211 1 WESTBOUND 1003 PM Peak PM Peak 7838 5 NW 20 ST NW 3 AV 211 211 211 1 WESTBOUND 1048 PM Peak PM Peak 7838 5 NW 20 ST NW 3 AV 211 211 211 WESTBOUND 1733 PM Peak PM Peak 7838 5 NW 20 ST NW 3 AV WESTBOUND PM PEAK HOUR:6.4 riders AON AOFF ALOAD .3 .7 1.4 .3 .8 2.3 1.3 .9 4.1 1.fi .5 2.4 Route Pat ROUTE ROUTE AADRCTN OSRE0TIIIN TRIPTTME TIME_PERIOD TIME PERIOD_ ARSTOP ASTOP ANAMSTP A0N AOFF A60A0 2 2 2 0 SOUTHEOUND 612 AM Peak AM Peak 7800 86 NW 20 ST NW 2 AV .1 .2 18.0 2 2 2 0 SOUTHBOUND 621 AM Peak AM Peak 7800 86 NW 20 ST NW 2 AV -0 .0 14.8 2 2 2 0 SOUTHBOUND 631 AM Peak AM Peak 7800 86 NW 20 8T NW 2 AV .0 .0 21.4 2 2 2 0 SOUTH/SOUND 703 AM Peak AM Peak 7800 86 NW 20 ST NW 2 AV .0 .0 17.1 2 2 2 0 SOUTHBOUND 713 AM Peak AM Peak 7800 86 Nw 20 5T Nw 2 Av .0 .0 18.5 2 2 2 0 80UTHE0UND 723 AM Peak AM Peak 7800 86 Nw 20 ST NW 2 Av .0 .0 22.1 2 2 2 0 SOUTHE00ND 803 AM Peak AM Peak 7800 86 Nw 20 5T NW 2 Av .0 .0 19.8 2 2 2 0 SOUTHSOUND 812 AM Peak AM Peak 7800 86 Nw 20 ST NW 2 AV .0 .0 19.4 2 2 2 0 SOUTHBOUND 822 AM Peak AN Peak 7800 86 NW 20 ST NW 2 AV .0 .0 15.5 2 2 2 0 scumH800ND 1521 PM Peak PM Peak 7800 86 NW 20 ST NW 2 AV .0 .0 7.2 2 2 2 0 SOUTHBOUND 1532 PM Peak PM Peak 7800 86 NW 20 ST NW 2 Av .0 .0 13.4 2 2 2 0 SOUTHBOUND 1541 PM Peak PM Peak 7600 86 NW 20 sT Nw 2 AV .0 .0 8.7 2 2 2 0 SOUTHBOUND 1621 PM Peak PH Peak 7800 86 NW 20 ST NW 2 AV .0 .0 10.7 2 2 2 0 SOUTHBOUND 1637 PM Peak PM Peak 7800 86 Nw 20 ST NW 2 AV .0 .0 10.4 2 2 2 0 SOUTHBOUND 1643 PM Peak PN Peak 7800 86 Nil 20 ST NW 2 AV .0 .0 11.5 2 2 2 0 SODTHB00ND 1726 PM Peak PM Peak 7800 86 NW 20 ST NW 2 AV .0 .0 6.8 2 2 2 0 SOUTHB00ND 1734 PM Peak PM Peak 7800 86 NW 20 ST NW 2 AV .0 .0 10.0 2 2 2 0 SOUTHsOUND 1746 PM Peak PM Peak 7800 86 NW 20 ST NW 2 Av .0 .0 5.9 SOUTHBOUND AM PEAK HOUR:61.3 riders PM PEAK HOUR:32.6 riders Route_Pat ROUTE ROUTE_ AADRCTN DIRECTION TRIPTIME TIME_PER200 TIME PERIOD A05T0P ASTOP ANAMSTP 2 2 2 1 NORTHBOUND 625 AM Peak AM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 645 AM Peak AM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 705 AM Peak AM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 725 AM Peak AM Peak 6956 18 NW 2 Av NW 25 ST 2 2 2 1 NORTHBOUND 745 AM Peak AM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 805 AM Peak AM Peak 6956 18 NW 2 AV NW 25 ST 2 2 1 NORTHBOUND 825 AM Peak AM Peak 6956 18 NW 2 AV NW 25 ST 2 2 1 NORTHBOUND 845 AM Peak AM peak 6956 18 NW 2 AV NW 25 ST 2 2 1 NORTHBOUND 1505 PM Peak PM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 1525 PM Peak PM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 1545 PM Peak PM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 1605 PM Peak PM Peak 6956 18 NW 2 AV NW 25 ST 2 2 1 NORTHBOUND 1625 PM Peak PM Peak 6956 18 NW 2 AV NW 25 5T 2 2 2 1 NORTHBOUND 1645 PM Peak PM Peak 6956 18 NW 2 AV NW 25 5T 2 2 2 NORTHBOUND 1705 PM Peak PM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 NORTHBOUND 1725 PM Peak PM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 1745 PM Peak PM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 612 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 621 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 631 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 703 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 713 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 0 soUTHBO5N0 723 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 s0UTH9OUN❑ 803 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 SOUTHBOUND 812 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 SOUTHBOUND 822 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST 2 2 SOUTHBOUND 1521 PM Peak PM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 30UTHBOUND 1532 PM Peak PM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 SOUTHBOUND 1541 PM Peak PM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 SOUTHBOUND 1621 PM Peak PM Peak 6935 82 NW 2 AV NW 25 5T 2 2 2 SOUTHBOUND 1637 PM Peak PM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 SOUTHBOUND 1643 PM Peak PM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 SOUTHEBUND 1726 PM Peak PM Peak 6935 82 NW 2 AV NW 25 SI 2 2 2 SOUTHBOUND 1734 PM Peak PM Peak 6935 82 NW 2 AV NW 25 ST 2 2 SOUTHBOUND 1746 PM Peak PM peak 6935 62 Nw 2 AV NW 25 ST NORTHBOUND AM PEAK HOUR:27.7 riders PM PEAK HOUR:51.2 riders SOUTHBOUND AM PEAK HOUR:65 riders PM PEAK HOUR:32.8 riders AON AOFF RLOAD .0 .4 6.5 .0 .0 10.2 .0 .0 9.5 .0 .2 6.4 .1 .7 7.4 .0 1.4 13.3 .0 ,1 7.0 .1 .4 7.1 .3 .2 12.8 .8 .0 14.2 .4 .1 12.3 .1 .1 12.6 .1 .1 16.2 .2 .0 13.8 .2 .1 21.2 .1 .0 15.0 .1 .0 9.0 .1 .0 20.0 .0 .2 14.5 .7 .8 21.5 .1 .1 16.5 .0 .1 17.8 .6 .8 24.1 .5 .6 20.2 .2 .3 20.7 .2 .3 16.3 .1 .8 7.0 .2 .1 14.7 .2 .2 9.3 .2 .3 11.8 .6 .0 9.9 .5 .0 11.1 .4 .0 7.5 .0 .0 9.7 .2 .1 5.9 Route_Pat ROUTE ROUTE_ AADROTN DIRECTION TRIPTIME TIME_PERTOD TIME PERIOD_ AQSTOP ASTOP ANAMSTP 2 2 2 1 NORTHBOUND 625 AM Peak AM Peak 6956 16 Nw 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 645 AM Peak AM Peak 6956 16 Nw 2 AV Nw 25 ST 2 2 2 1 NORTHBOUND 705 AM Peak AM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 725 AM Peak AM Peak 6956 18 NW 2 AV NW 25 5T 2 2 2 1 NORTHBOUND 745 AM Peak AM Peak 6956 16 NW 2 AV NW 25 ST 2 2 1 NORTHBOUND 005 AM Peak AM Peak 6956 16 NW 2 AV NW 25 ST 2 2 1 NORTHBOUND 825 AM Peak AM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 845 AM Peak AM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 1505 PM Peak PM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 1525 PM Peak PM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 1545 PM Peak PM Peak 6956 18 NW 2 AV NW 25 5T 2 2 2 1 NORTHBOUND 1605 PM Peak PM Peak 6956 18 NW 2 AV NW 25 5T 2 2 2 1 NORTHBOUND 1625 PM Peak PM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 1645 PM Peak PM Peak 6956 18 NW 2 AV Nw 25 ST 2 2 2 1 NORTHBOUND 1705 PM Peak PM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 1725 PM Peak PM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 1745 PM Peak PM Peak 6956 18 NW 2 AV NW 25 5T 2 2 2 0 SOUTHBOUND 612 AM Peak AM Peak 6935 82 NW 2 AV NW 25 5T 2 2 2 0 SONTHBOUN❑ 621 AM Peak AM Peak 6935 82 NW 2 Av Nw 25 ST 2 2 2 0 SOUTHBOUND 631 AM Peak AM Peak 6935 82 Nw 2 AV Nw 25 ST 2 2 2 0 SOUTHBOUND 703 AM Peak AM Peak 6935 82 NW 2 AV Nw 25 ST 2 2 2 0 SOUTHBOUND 713 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 723 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 803 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 812 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 0 SO0THBOUN❑ 822 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST 2 2 0 SOUTHBOUND 1521 PM Peak PM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 1532 PM Peak PM Peak 6935 B2 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 1541 PM Peak PM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUN❑ 1621 PM Peak PM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBODNO 1637 PM Peak PM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 1643 PM Peak PM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 1726 PM Peak PM Peak 6935 B2 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 1734 PM Peak PM Peak 6935 B2 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 1746 PM Peak PM Peak 6935 82 NW 2 AV NW 25 5T NORTHBOUND AM PEAK HOUR:27. PM PEAK HOUR:51. SOUTHBOUND AM PEAK HOUR:65 PM PEAK HOUR:32. 7 riders 5 riders riders 8 riders AON AOFF ALOAD .0 .4 6.5 .0 .0 10.2 .0 .0 9.5 .0 .2 6.4 .1 .7 7.4 .0 1.4 13.3 .0 .1 7.0 .1 .4 7.1 .3 .2 12.6 .8 .0 14,2 .4 .1 12.3 .1 .1 12.6 .1 .1 16.2 .2 .0 13.0 .2 .1 21.2 .1 .0 15.0 .1 .0 9.0 .1 .0 20,0 .0 .2 14.5 .7 .S 21.5 .1 .1 16.5 .0 .1 17.6 .6 .6 24.1 .5 .6 20.2 .2 .3 20.7 .2 .5 16.3 .1 .6 7.0 .2 .1 14.7 .2 .2 9.3 .2 ,5 11.6 .6 .0 9.9 ,5 .0 11.1 .4 .0 7.5 .0 .0 9.7 .2 .1 5.9 Metrobus Riderships — NW 22nd Street Route_Pat ROUTE ROUTE_ AADRCTN DIRECTION TRIPTIME TTME_PER100 TIME PERIOD_ AQSTOP ASTOP ANAMSTP AON AOFF ALOAD 6 6 6 1 NORTHBOUND 830 AM Peak AM Peak 7770 96 NW 29 ST NW 3 AV .0 .1 4.8 6 6 1 NORTHBOUND 1530 PM Peak PM Peak 7770 96 NW 29 5T NW 3 AV .0 .0 4.4 6 6 6 1 NORTHBOUND 1630 PM Peak PM Peak 7770 96 NW 29 5T NW 3 AV .0 .0 5.0 6 6 6 1 NORTHBOUND 1730 PM Peak PM Peak 7770 95 NW 29 ST NW 3 AV .0 .1 2.7 6 6 6 0 SOUTHBOUND 800 AM Peak AM Peak 7792 13 NW 29 ST NW 3 AV .7 .1 7.5 6 6 0 SOUTHBOUND 1500 PM Peak PM Peak 7792 13 NW 29 ST NW 3 AV .0 .1 6.1 6 6 6 0 50UTHEOUND 1600 PM Peak PM Peak 7792 13 NW 29 ST NW 3 AV .1 .0 5.2 6 6 6 0 SOUTHBOUND 1700 PM Peak PM Peak 7792 13 NW 29 ST NW 3 AV .0 .0 4.9 NORTHBOUND AM PEAK HOUR:4.8 riders PM PEAK HOUR:5 riders SOUTHBOUND AM PEAK HOUR:7.5 riders PM PEAK HOUR:5.2 riders Route_Pat ROUTE ROUTE_ AAERCTN ❑IRECTION TRIPTIME TIME PERIOD TIME PERIOD AQSTOP ASTOP ANAMSTP 6 6 SOUTHEOUND 800 AM Peak AM Peak 6847 18 N MIAMI AV NW 25 5T 6 6 SOUTHBOUNO 1500 PM Peak em Peak 6897 18 N MSAMI AV NW 25 ST 6 6 SOUTHSOUMD 1600 PM Peak pm peak 6897 18 N MIAMx AV NW 25 5T 6 6 BOUTMBQUNP 1700 PM Peak PM Peak 6897 IB N MSAMI AU NW 25 ST SOUTHBOUND AM PEAK HOUR:8.1 riders PM PEAK HOUR:5.7 riders AON AOFF ALOAE .0 .7 8.1 .0 .2 5.6 .0 .0 5.7 .1 .0 4.4 Route_Pat ROUTE ROUTE_ AADRCTN DTRECT70N TRIPTIMN TIME_PBRIOD TIME PERIOD_ AQSTOP ASTOP ANAMSTP A0N AOFF ALCAD 32 32 32 1 NORTHBOUND 615 AM Peak AM Peak 7602 9 NW 20 ST Nw 4 cT .4 .0 22.8 32 32 32 I NORTHBOUND 639 AM Peak AM Peak 7802 9 NW 20 ST NW 4 CT .1 .0 6.8 32 32 32 I NORTHBOUND 703 AM Peak AM Peak 7802 9 NW 20 ST NW 4 CT .4 .0 16.9 32 32 32 1 NORTNDOUND 727 AM Peak AM Peak 7802 9 NW 20 ST NW 4 CT .4 .0 22.2 32 32 32 1 NORTHBOUND 751 AM Peak AM Peak 7802 9 NW 20 ST NW 4 CT .0 .0 2.2 32 32 32 1 NORTHBOUND 815 AM Peak AM Peak 7602 9 Nw 20 ST NW 4 CT .5 .0 20.9 32 32 32 1 NORTHBOUND 839 AM Peak AM Peak 7802 9 NW 20 5T NW 4 CT .1 .1 15.7 32 32 32 1 NORTHBOUND 1519 PM Peak PM Peak 7802 9 NW 20 ST NW 4 CT .4 .3 7.3 32 32 32 1 NORTHBOUND 1593 PM Peak PM Peak 7802 9 NW 20 ST NW 4 CT .2 .0 5.0 32 32 32 1 NORTHBOUND 1607 PM Peak PM Peak 7802 9 NW 20 ST NW 4 CT .3 .2 15.5 32 32 32 1 NORTHBOUN❑ 1631 PM Peak PM Peak 7802 9 NW 20 ST NW 4 CT .2 .1 11.3 32 32 32 1 NORTHBOUND 1655 PM Peak PM Peak 7802 9 NW 20 ST NW 4 CT .4 .1 16,7 32 32 32 1 NORTHBOUND 1719 PM Peak PM Peak 7802 9 Nw 20 ST NW 4 CT .0 .0 1.2 32 32 32 1 NORTHBOUN❑ 1743 PM Peak PM Peak 7802 9 Nw 20 ST NW 4 CT .3 .1 22.2 32 32 32 0 SOUTHBOUND 612 AM Peak AM Peak 7837 133 Nw 20 ST NW 4 CT .0 .0 1,7 32 32 32 0 sc0TH800N❑ 632 AM Peak AM Peak 7837 133 NW 20 ST NW 4 CT .2 .1 15.2 32 32 32 0 s2OTHBOUND 649 AM Peak AM Peak 7837 133 NW 20 ST NW 4 CT .4 .1 11.5 32 32 32 0 SOUTHBOUND 713 AM Peak AM Peak 7837 133 NW 20 ST NW 4 CT .3 .2 20.0 32 32 32 0 SOUTHBOUND 737 AM Peak AM Peak 7837 133 NW 20 ST Nw 4 CT .0 .1 1,6 32 32 32 0 50UTHBOUN❑ 803 AM Peak AM Peak 7837 133 NW 20 ST NW 4 CT .2 .1 9.2 32 32 32 0 50UTHBOUN❑ 830 AM Peak AM Peak 7837 133 NW 20 ST NW 4 CT .0 .0 3.4 32 32 32 0 so8TMBOUND 854 AM Peak AM Peak 7837 133 NW 20 ST NW 4 CT .1 .0 11.1 32 32 32 0 SOUTHBOUND 1512 PM Peak PM Peak 7837 133 NW 20 5T NW 4 CT .2 .7 23.0 32 32 32 0 SOUTHBOUND 1536 PM Peak PM Peak 7837 133 NW 20 ST NW 4 CT .0 .0 1.4 32 32 32 0 SOUTHBOUND 1558 PM Peak PM Peak 7837 133 NW 20 ST NW 4 CT .0 .9 18.5 32 32 32 0 SOUTHBOUND 1622 PM Peak PM Peak 7837 133 NW 20 ST NW 4 CT .2 .5 19.4 32 32 32 0 SO1T55OUND 1646 PM Peak PM Peak 7837 133 NW 20 ST NW 4 CT .0 .2 6.9 32 32 32 0 souTHBONND 1710 PM Peak PM Peak 7837 133 NW 20 ST NW 4 CT .0 .4 9.8 32 32 32 0 SOUTHBOUND 1734 PM Peak PM Peak 7837 133 NW 20 ST NW 4 CT .0 .2 10.6 NORTHBOUND AM PEAK HOUR:45.3 riders PM PEAK HOUR:43.5 riders SOUTHBOUND AM PEAK HOUR:30.8 riders PM PEAK HOUR:36.1 riders Route_Pat ROUTE ROUTE AADRCTN DIRECTION TRLPTTME TIME_PERiCD TIME PERIO➢ AQSTOP AS TOP ANAMSTP AOM DOFF ALGA➢ 211 211 211 1 WESTBOUND 151E PM Peak PM Peak 7838 5 NW 20 ST NW 3 Av .3 .7 1.4 211 211 211 WESTBOUND 1603 PM Peak PM Peak 7838 5 NW 20 ST NW 3 Av .3 .8 2.3 211 211 211 WESTBOUND 1648 PM Peak PM Peak 7838 5 NW 20 ST NW 3 Av 1.3 S 4.1 211 211 211 WESTBOUND 1733 PM Peak PM Peak 7838 5 NW 20 ST NW 3 Av 1.5 .5 2.4 WESTBOUND PM PEAK HOUR:6.4 riders Route_Pat ROUTE ROUTE_ AADRCTN DIRECTION TRIPTIME TIME_PERIOD TIME PERIOD AQSTOP ASTOP ANAMSTP 2 2 2 0 500TH100ND 612 AN Peak AM Peak 7800 86 NW 20 ST NW 2 AV 2 2 2 0 SOUTHBOUND 621 AM Peak AM Peak 7800 86 NW 20 9T NW 2 AV 2 2 2 0 SOUTHBOUND 631 AM Peak AM Peak 7800 86 NW 20 ST NA 2 AV 2 2 2 0 SOUTHBOUND 703 AM Peak AM Peak 7800 86 Kw 20 ST NW 2 AV 2 2 2 0 SOUTHBOUND 713 AN Peak AM Peak 7800 86 NW 20 ST NW 2 AV 2 2 0 SOUTHBOUND 723 AM Peak AM Peak 7800 B6 NW 20 ST NW 2 AV 2 2 2 0 SOUTHBOUND 803 AM Peak AM Peak 7800 86 NW 20 ST NW 2 AV 2 2 0 SDUTH80UN❑ 812 AM Peak AM Peak 7800 86NA 20 ST NW 2 AV 2 2 2 0 SOUTBBOUND 822 AM Peak AM Peak 7800 86 NW 20 ST NW 2 AV 2 2 2 0 SOUTHBOUND 1521 PM Peak PM Peak 7800 86NA 20 5T NW 2 Av 2 2 2 0 SOUTHBOUND 1532 PM Peak PM Peak 7800 86NA 20 ST NW 2 AV 2 2 2 0 SOUTHBOUND 1541 PM Peak PM Peak 7800 86 NA 20 ST Nw 2 RV 2 2 0 50UTH00UN❑ 1621 PM Peak PN Peak 7800 86 NW 20 ST NW 2 AV 2 2 2 0 S03THa00ND 1637 PM Peak PM Peak 7800 86 NW 20 ST NW 2 AV 2 2 2 0 SOUTHBOUND 1643 PM Peak PM Peak 7800 86 NW 20 ST NW 2 AV 2 2 2 0 SOUTHBOUND 1726 PM Peak PM Peak 7800 86 NW 20 ST NW 2 AV 2 2 2 0 SOUTHBOUND 1734 PM Peak PM Peak 7800 86 NW 20 ST NW 2 AV 2 2 2 0 SOUTHBOUND 1746 PM Peak PM Peak 7800 86 NW 20 ST Nw 2 AV SOUTHBOUND AM PEAK HOUR:61.3 riders PM PEAK HOUR:32.6 riders AON AOPF ALOHA .1 .2 18.0 .0 .0 14.8 .0 .0 21.4 .0 .0 17.1 .0 .0 18.5 .0 .0 22.1 .0 .0 19.8 .0 .0 19.4 .0 .0 15.5 .0 .0 7.2 .0 .0 13.4 .0 .0 8,7 .0 .0 10.7 .0 .0 10.4 .0 .0 11.5 .0 .0 6.6 .0 .0 10.0 .0 .0 5,9 Route_Pat ROUTE ROUTE_ AADRCTN DIRECTION TRIPTIME TIME_PERIO❑ TIME. PERIOD_ AOSTOP ASTOP ANAMSTP AON AOFF ALOAD 2 2 2 NORTHBOUND 625 AM Peak AM Peak 6956 18 NW 2 AV NW 25 8T .0 .4 6.5 2 2 2 NORTHBOUN❑ 645 AM Peak AM Peak 6956 18 NW 2 AV NW 25 ST .0 .0 10.2 2 2 NORTHBOUND 705 AM Peak AM Peak 6956 18 NW 2 AV NW 25 ST .0 .0 9.5 2 2 NORTHBOUND 725 AM Peak AM Peak 6956 18 NW 2 AV NW 25 ST .0 .2 6.4 2 2 2 NORTHBOUND 745 AM Peak AM peak 6956 18 NW 2 AV NW 25 ST .1 .7 7.1 2 2 2 NORTHBOUND 805 AM Peak AM Peak 6956 18 Nw 2 AV NW 25 ST .0 1.4 13.3 2 2 2 NORTHBOUND 825 AM Peak AM Peak 6956 18 NW 2 Av NW 25 ST .0 .1 7.0 2 2 NORTHBOUND 845 AM Peak AM Peak 6956 18 NW 2 AV NW 25 $T .1 .1 7.1 2 2 2 NORTHBOUND 1505 PM Peak PM Peak 6956 18 NW 2 AV NW 25 ST .3 .2 12.8 2 2 2 NORTHBOUND 1525 PM Peak PM Peak 6956 10 Nw 2 AV NW 25 ST .8 .0 14.2 2 2 2 NORTHBOUND 1545 PM Peak PM Peak 6956 18 NW 2 Av Nw 25 ST .9 .1 12.3 2 2 2 NORTHBOUND 1605 PM Peak PM Peak 6956 18 NW 2 AV NW 25 5T .1 .1 12.6 2 2 2 NORTHBOUND 1625 PM Peak Pm Peak 6956 16 NW 2 AV NW 25 5T .1 .1 16.2 2 2 2 NORTHBOUND 1615 PM Peak PM Peak 6955 16 NW 2 AV NW 25 ST .2 .0 13.8 2 2 2 NORTHBOUND 1705 PM Peak PM Peak 6956 18 Nw 2 Av NW 25 ST .2 .1 21.2 2 2 2 NORTHBOUND 1725 PM Peak PM Peak 6956 18 Nw 2 AV NW 25 5T .1 .0 15.0 2 2 2 1 NORTHBOUND 1745 PM Peak PM Peak 6956 18 Nw 2 AV Nw 25 ST .1 .0 9.0 2 2 0 SOUTBBOUND 612 AM Peak AM Peak 6935 82 Nw 2 AV NW 25 5T .1 ,0 20.0 2 2 2 0 50UTHBOUND 621 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST .0 .2 11.5 2 2 2 0 50UTHSOUND 631 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST .7 .8 21.5 2 2 2 0 50UTH30UND 703 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST .1 .1 16.5 2 2 2 0 SOUTHBOUND 713 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST .0 .1 17.8 2 2 0 soSTHSOUND 723 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST .6 .8 24.1 2 2 2 0 50UTHBOOND 803 AM Peak AN Peak 6935 82 NW 2 AV NW 25 ST .5 .6 20.2 2 2 2 0 50UTHBOUND 812 AM Peak AM Peak 6935 62 NW 2 AV NW 25 ST .2 .3 20.7 2 2 2 0 50UTHBOUND 822 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST .2 .3 16.3 2 2 2 0 SOUTHBOUND 1521 PM Peak PM Peak 6935 82 NW 2 AV NW 25 ST .1 .6 7.0 2 2 2 0 SOUTHBOUND 1532 PM Peak Pm Peak 6935 82 NW 2 AV NW 25 ST .2 .1 14.7 2 2 2 0 SOUTHBOUND 1541 PM Peak Pm Peak 6935 62 NW 2 AV NW 25 ST .2 .2 9.3 2 2 2 0 SOUTHBOUND 1621 PM Peak PM Peak 6955 62 Nw 2 Av NW 25 5T .2 .3 11.8 2 2 2 0 sOUTH6omN❑ 1637 PM Peak PM Peak 6935 82 NW 2 AV NW 25 ST .6 .0 9.9 2 2 0 SOUTHBOHND 1693 PM Peak PM Peak 6935 82 NW 2 AV NW 25 $T .5 .0 11.1 2 2 0 SOUTHBOUND 1726 PM Peak PM Peak 6935 82 NW 2 AV NW 25 5T .9 .0 7.5 2 2 0 50UTHBOUND 1734 PM Peak PM Peak 6935 62 NW 2 AV NW 25 ST .0 .0 9.7 2 2 2 0 SO/IMPOUND 1746 PM Peak PM Peak 6935 82 NW 2 AV NW 25 5T .2 .1 5.9 NORTHBOUND AM PEAK HOUR:27.7 riders PM PEAK HOUR:51.2 riders SOUTHBOUND AM PEAK HOUR:65 riders PM PEAK HOUR:32.8 riders Route Pat ROUTE ROUTE_ AADRCTN DIRECTION TRIPTIME TIME_PERIDD TIME PERIOD_ AOSTOP ASTOR ANAMBTP 2 2 1 NORTHBOUND 625 AM Peak AM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 645 AM Peak AM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 705 AM Peak AM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 725 AM Peak AM Peak 6956 18 NW 2 Av NW 25 ST 2 2 2 1 NORTHBOUND 745 AM Peak AM Peak 6956 18 NW 2 AV NW 25 5T 2 2 2 1 NORTHBOUN❑ 805 AM Peak AM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUN❑ 825 AM Peak AM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 845 AM Peak AM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 1505 PM Peak PM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 2525 PM Peak PM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 1545 PM Peak PM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 1605 PM Peak PM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 1625 PM Peak PM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 1645 PM Peak PM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 1705 PM Peak PM Peak 6956 18 NW 2 AV NW 25 ST 2 2 1 NORTHBOUND 1725 PM Peak PM Peak 6956 16 NW 2 AV NW 25 ST 2 2 1 NORTHBOUND 1745 PM Peak PM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 612 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 621 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST 2 2 0 SOUTHBOUND 631 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST 2 2 0 SOUTHBOUND 703 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 713 AN Peak AM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 723 AN Peak AM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 803 AN Peak AM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 812 AM Peak AM Peak 6935 B2 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 822 AM Peak AM Peak 6935 B2 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 1521 PM Peak PM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 1532 PM Peak PM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 1541 PM Peak PM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUN❑ 1621 PM Peak PM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 1637 PM Peak PM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 1643 PM Peak PM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 1726 PM Peak PM Peak 6935 82 NW 2 AV NW 25 5T 2 2 0 50UTHBONN❑ 1734 PM Peak PM Peak 6935 82 NW 2 AV NW 25 81 2 2 2 0 50UTH606N0 1746 PM Peak PM Peak 6935 82 NW 2 AV NW 25 ST NORTHBOUND AM PEAK HOUR:27. PM PEAK HOUR:51. SOUTHBOUND AM PEAK HOUR:65 PM PEAK HOUR:32. 7 riders 5 riders riders 8 riders AON AOFF ALOAD .0 .4 6.5 .0 .0 10.2 .0 .0 9.5 .0 .2 6.4 .1 .7 7,4 .0 1.4 13.3 .0 .1 7.0 .1 .4 7.1 .3 .2 12.5 .8 .0 14.2 .4 .1 12,3 .1 .1 12.6 .1 .1 16.2 .2 .0 13.6 .2 .1 21.2 .1 .0 15.0 .1 .0 9.0 .1 .0 20.0 .0 .2 14.5 .7 .9 21.5 .1 .1 16.5 .0 .1 17.8 .6 .8 24.1 .5 .6 20.2 .2 .3 20.7 .2 .3 16.3 .1 .a 7.0 .2 .1 14.7 .2 .2 9.3 .2 .3 11.8 .6 .0 9.9 .5 .0 11.1 .4 .0 7.5 .0 .0 9.7 .2 .1 5.9 Metrobus Riderships — NW 5th Avenue Route_Pat ROUTE ROUTE_ AADRCTN DIRECTION TRSPTTME TEME_PERIOD TIME PERIOD AUTO? ASTOP ANAMSTP AON AOPP ALOAD 2 2 2 0 SOUTHBOUND 612 AN Peak AM Peak 7800 86 NW 20 ST NW 2 AV .1 .2 18.0 2 2 2 0 SOUTHBOUND 621 AM Peak AM Peak 7800 86 NW 20 ST NW 2 AV .0 .0 14.8 2 2 2 0 SOUTHBOUND 631 AM Peak AM Peak 7800 96 NW 20 3T NW 2 AV .0 .0 21.4 2 2 2 0 SOUTHBOUND 703 AM Peak AM Peak 7800 86 NW 20 ST NW 2 AV .0 .0 17.1 2 2 2 0 SOUTHBOUND 713 AM Peak AM Peak 78U0 86 NW 20 ST NW 2 AV .0 .0 18.5 2 2 2 0 SOUTHBOUNO 723 AM Peak AM Peak 7800 86 NW 20 ST NW 2 AV .0 .0 22.1 2 2 2 0 SOUTHBOLND 803 AM Peak AM Peak 7800 66 NW 20 ST NW 2 AV .0 .0 19.8 2 2 2 0 SOUTH0OUN0 612 AM Peak AM Peak 7800 66 NW 20 ST NW 2 AV .0 .0 19.4 2 2 2 0 SOUTHBOUND 622 AM Peak AM Peak 7800 86 NW 20 ST NW 2 Av .0 .0 15.5 2 2 2 0 SOUTHBOUND 1521 PM Peak PM Peak 7800 86 NW 20 ST NW 2 AV .0 .0 7.2 2 2 0 SOUTHBOUND 1532 PM Peak PM Peak 7800 86 NW 20 ST NW 2 AV .0 .0 13.4 2 2 0 sOUTHS0UNO 1541 PM Peak PM Peak 7800 86 NW 20 ST NW 2 AV .0 .0 8.1 2 2 2 0 30UTHB0UND 1621 PM Peak PM Peak 7800 86 Nw 20 ST Nw 2 AV .0 .0 10.7 2 2 2 0 SOUTHBOUND 1637 PM Peak PM Peak 7800 86 NW 20 ST NW 2 AV .0 .0 10.4 2 2 2 0 SOUTHSOUND 1643 PM Peak PM Peak 7800 86 Nw 20 ST NW 2 AV .0 .0 11.5 2 2 2 0 SOUTHBOUND 1726 PM Peak PM Peak 7600 06 NW 20 ST NW 2 AV .0 .0 8.8 2 2 2 0 SOUT8s0UND 1734 PM Peak PM Peak 7800 86 NW 20 ST NW 2 AV .0 .0 10.0 2 2 2 0 SOUTHBOUND 196 PM Peak eM Peak 7800 86 NW 20 ST NW 2 AV .0 .0 5.9 SOUTHBOUND AM PEAK HOUR:61.3 riders PM PEAK HOUR:32.6 riders Route_Pat ROUTE ROUTE_ AADRCTN ➢IRECTION TRIPTIMN TIME_PERIOD TIME PERIOD A05TOP ASTOP ANAMBTP RON2 AO0P ALOAO 2 2 1 NORTHBOUND 625 AM Peak AM Peak 6956 18 NW 2 AV NW 25 ST .0 .4 6.5 2 2 2 1 NORTHBOUND 649 AM Peak AM Peak 6956 16 NW 2 AV NW 25 ST .0 .0 10.2 2 2 1 NORTHBOUND 705 AM Peak AM Peak 6956 18 NW 2 AV NW 25 ST .0 .0 9.5 2 2 2 1 NORTHBOUND 725 AM Peak Ha peak 6956 18 NW 2 AV NW 25 ST 0 .2 6.4 2 2 1 NORTHBOUND 745 AM Peak AM peak 6956 18 NW 2 AV NW 25 ST .1 .7 7.4 2 2 1 NORTH$OUN➢ 805 AM Peak AM Peak 6956 18 NW 2 AV NW 25 ST .0 1.4 13.3 2 2 1 NORTHBOUND 825 AM Peak AM Peak 6956 18 NW 2 AV N47 25 ST .0 .1 7.0 2 2 2 1 NORTHBOUND 845 AM Peak AM Peak 6956 18 NW 2 Av NW 25 ST .1 .4 7.1 2 2 2 1 NORTHBOUND 1505 PM Peak PN peak 6956 18 Nw 2 Av NW 25 ST .3 .2 12.8 2 2 2 1 NORTHBOUND 1525 PM Peak PM Peak 6956 18 NW 2 AV NW 25 ST 8 .0 14.2 2 2 2 1 NORTHBOUND 1545 PM Peak PM Peak 6956 18 NW 2 AV NW 25 SI .4 .1 12.3 2 2 2 1 NORTHBOUND 1605 PM Peak PM Peak 6956 18 Nw 2 Av NW 25 ST .1 .1 12.6 2 2 2 1 NORTHBOUND 1625 PM Peak PM Peak 6956 18 NW 2 AV NW 25 ST .1 16.2 2 2 2 NORTHBOUND 1645 PM Peak PM Peak 6956 18 NW 2 AV NW 25 ST .2 .0 13,8 2 2 1 NORTHBOUND 1705 PM Peak PM Peak 6956 18 NW 2 AV NW 25 ST .2 .1 21.2 2 2 2 1 NORTHBOUND 1725 PM Peak PN peak 6956 18 NW 2 AV NW 25 SI .1 .0 15.0 2 2 2 1 M00.THs0UMD 1745 PM Peak PM Peak 6956 18 NW 2 AV NW 25 ST 1 .0 9.0 2 2 2 0 SOUTHBOUND 612 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST .1 .0 20.0 2 2 0 SOUTHBOUND 621 AM Peak AM Peak 6935 82 Nw 2 Av NW 25 5T .0 .2 14.5 2 2 0 SOUTHBOUND 631 AM Peak AM peak 6935 82 UK 2 AV NW 25 ST .7 .8 21.5 2 2 2 0 SOUTHBOUND 703 AM Peak AN Peak 6935 82 NW 2 Av NW 25 ST .1 .1 16.5 2 2 2 0 SOUTHBOUND 013 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST 0 17.5 2 2 2 0 SOUTHBOUND 723 AM Peak AM Peak 6935 82 NW 2 AV NW 25 SI .6 .8 24.1 2 2 2 0 SOUTHBOUND 803 AM Peak AM Peak 6935 82 NW 2 AV NW 25 SI .5 .6 20.2 2 2 2 0 SOUTHBOUND 812 AM Peak AM peak 6935 82 NW 2 AV NW 25 ST .2 .3 20.7 2 2 2 0 SOUTHBOUND 822 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST .2 .3 16.3 2 2 2 0 50uTHBOUN➢ 1521 PM Peak PM Peak 6935 82 NW 2 AV Nw 25 ST ,1 .8 7.0 2 2 2 0 SOUTHBOUND 1532 PM Peak RN peak 6935 82 NW 2 AV Nw 25 5T .2 .1 14.7 2 2 2 0 SOUTHBOUND 1541 PM Peak PM Peak 6935 82 NW 2 AV NW 25 ST .2 .2 9.3 2 2 2 0 SOUTHBOUND 1621 PM Peak PM Peak 6935 82 NW 2 AV NW 25 ST .2 .3 11.9 2 2 2 0 SOUTHBOUND 1637 PM Peak PM Peak 6935 82 NW 2 Av NW 25 ST ,6 ,0 9.9 2 2 2 0 SOUTHBOUND 1643 PM Peak PM Peak 6935 82 Nw 2 AV NW 25 ST .5 .0 11.1 2 2 2 0 SOUTHBOUND 1726 PM Peak PM Peak 6935 82 NW 2 AV Nw 25 ST .4 .0 7.5 2 2 2 0 SOUTHBOUND 1734 PM Peak PM Peak 6935 82 NW 2 AV NW 25 SI .0 .0 9.7 2 2 0 SOUTHBOUND 1746 PM Peak PM Peak 6935 82 NW 2 AV NW 25 SI .2 .1 5.9 NORTHBOUND AM PEAK HOUR:27.7 riders PM PEAK HOUR:51.2 riders SOUTHBOUND AM PEAK HOUR:65 riders PM PEAK HOUR:32.8 riders Route Pat ROUTE ROUTE_ AADRCTN 518201ION TRTPTTME TIME_PERIOD TIME PERIOD_ AOSTOP A5T0P ANAMSTP 2 2 2 1 NORTHBOUND 625 AM Peak AM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 645 AM Peak AM Peak 6956 18 NW 2 AV NW 25 5T 2 2 2 1 NORTHBOUND 705 AN Peak AM Peak 6956 18 NW 2 AV Nw 25 ST 2 2 2 1 NORTHBOUND 725 AM Peak AM Peak 6956 16 NW 2 AV NW 25 5T 2 2 2 1 NORTHBOUND 745 AM Peak AM Peak 6956 16 NW 2 AV NW 25 sT 2 2 2 1 NORTHBOUND 605 AM Peak AM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 NORTHBOUND 925 AM Peak AM Peak 6956 16 60 2 AV NW 25 ST 2 2 NORTHBOUND 845 AM Peak AM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 NORTHBOUND 1505 PM Peak PM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 NORTHBOUND 1525 PM Peak PM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 NORTHBOUND 1545 PM Peak PM Peak 6956 18 Nw 2 AV NW 25 ST 2 2 2 NORTHBOUND 1605 PM Peak PM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 NORTHBOUND 1625 PM Peak PM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 NORTHBOUND 1645 PM Peak PM Peak 6956 1B NW 2 AV NW 25 ST 2 2 2 NORTHBOUND 1705 PM Peak PM Peak 6956 18 NW 2 AV Nw 25 ST 2 2 2 NORTHBOUND 1725 PM Peak PM Peak 6956 18 NW 2 AV NW 25 5T 2 2 2 NORTN80UND 1745 PM Peak PM Peak 6956 18 Nw 2 AV NW 25 ST 2 2 2 SOUTHBOUND 612 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 SOUTHBOUND 621 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 SOUTHBOUND 631 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 SOUTHBOUND 703 AM Peak AM Peak 6935 82 NW 2 AV NW 25 5T 2 2 2 SOUTHBOUND 713 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 SOUTHBOUND 723 AM Peak AM Peak 6935 82 NW 2 AV NW 25 5T 2 2 2 SOUTHBOUND 803 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 SOUTHBOUND B12 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 SOUTHBOUND 822 AM Peak AM Peak 6935 82 NW 2 AV Nw 25 ST 2 2 0 SOUTHBOUND 1521 PM Peak PM Peak 6935 82 NW 2 AV NW 25 5T 2 2 2 0 SODTHE40ND 1532 PM Peak PM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 1541 PM Peak PM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 SOUTHBOUND 1621 PM Peak PM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 SOUTHBOUND 1637 PM Peak PM Peak 6935 82 NW 2 Av NW 25 ST 2 2 2 SOUTHBOUND 1643 PM Peak PM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUN❑ 1726 PM Peak PM Peak 6935 92 NW 2 AV NW 25 3T 2 2 2 0 s0UTH8OUN➢ 1734 PM Peak PM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 0 500THBOUND 1746 PM Peak PM Peak 6935 82 NW 2 AV NW 25 ST NORTHBOUND AM PEAK HOUR:27. PM PEAK HOUR:51. SOUTHBOUND AM PEAK HOUR:65 PM PEAK HOUR:32. 7 riders 5 riders riders 8 riders AON AOFF AIOAD .0 .4 S.5 .0 -0 10.2 -0 .0 9.5 .0 .2 6.4 .1 .7 7,4 .0 1.4 13.3 .0 .1 7.0 .1 .4 7.1 .3 .2 12.8 .8 .0 14.2 .4 .1 12.3 .1 .1 12.6 .1 .1 16.2 .2 .0 13.8 .2 .1 21.2 .1 .0 15.0 .1 .0 9.0 .1 .0 20,0 .0 .2 14.5 7 .8 21.5 1 .1 16.5 .0 .1 17.8 -6 .8 24.1 .5 .6 20,2 .2 .3 20.7 .2 .3 26.3 .1 .8 7.0 .2 .1 14.7 .2 .2 9.3 .2 .3 11.8 .6 .0 9.9 .5 .0 11.1 .4 .0 7.5 .0 .0 9.7 .2 .1 5.9 Route_Pat ROUTE ROUTE_ AADRCTN ➢IRECTION IRIPIIME TSML_PERIOD TIME PERIOD AOSTOP ASTOP ANAMSTP 6 6 6 1 NORTHBOUND 930 AM Peak AM Peak 7770 96 NW 29 ET NW 3 AV 6 6 6 1 NORTHBOUND 1530 PM Peak PM Peak 7770 96 NW 29 ST NW 3 AV 6 6 1 NORTHBOUND 1630 PM Peak PM Peak 7770 96 NW 29 ST NW 3 AV 6 6 1 NORTHBOUND 1730 PM Peak PM Peak 7770 96 NW 29 ST NW 3 AV 6 6 0 SOUTHEOON➢ 600 AM Peak AM Peak 7792 13 NW 29 ST NW 3 AV 6 6 0 209790OUN➢ 1500 PM Peak PM Peak 7792 13 NW 29 ST NW 3 AV 6 6 0 SORTHBOUND 1600 PM Peak PM Peak 7792 13 NW 29 ST NW 3 AV 6 6 0 SORTHBOUND 1700 PM Peak PM Peak 7792 13 NW 29 ST NW 3 Av NORTHBOUND AM PEAK HOUR:4.8 riders PM PEAK HOUR:5 riders SOUTHBOUND AM PEAK HOUR:7.5 riders PM PEAK HOUR:5.2 riders AON AOFF ALOAD .0 .1 4.6 .0 .0 4.4 .0 .0 5.0 .0 .1 2.7 .7 .1 7.5 .0 .1 6.1 .1 .0 5.2 .0 .0 4.9 Route_Pat ROUTE ROUTE_ AADRCTN DIRECTION TRIPTIME TIME_PERI00 TIME PERIOD AUSTOP ASTOP ANAMSTP 6 6 SOUTHSOUND 800 AM Peak AM Peak 6847 18 N MIAMI AV NW 25 ST 6 6 6 SOUTHBOUND 1500 PM Peak PM Peak 6847 10 N MIAMI AV NW 25 ST 6 6 6 SOUTHBOUND 1600 PM Peak PM Peak 6847 18 N MIAMI AV NW 25 5T 6 6 6 SOQTHBOUNO 1700 PM Peak PM Peak 6897 18 N MIAMI AV Nw 25 ST SOUTHBOUND AM PEAK HOUR:8.1 riders PM PEAK HOUR:5.7 riders AON AOFF ALOAD .0 .7 8.1 .0 .2 5.6 0 .0 5.7 .1 .0 9.9 Metrobus Riderships — NW 2nd Avenue Route_Pat ROUTE ROUTE_ AADRCTN DIRECTION TRIPTTME TIME_PERIOD TIME PERIOD_ AQSTOP ASTOP ANAMSTP ADM AOFF ALOAD 2 2 2 0 SOUTHB0NN0 612 AM Peak AM Peak 7800 86 NW 20 ST Nw 2 AV .1 .2 10.0 2 2 2 0 SOUTH00UND 621 AN Peak AM Peak 7800 86 NW 20 ST NW 2 AV .0 .0 14.8 2 2 2 0 SOUTH80UND 631 AM Peak AM Peak 7800 86 NW 20 ST NW 2 AV .0 .0 21.4 2 2 2 0 SOUTHBOUND 703 AM Peak AM Peak 7800 86 NW 20 ST NW 2 AV .0 .0 17.1 2 2 2 0 SOUTHBOUND 718 AM Peak AM Peak 7800 86 NW 20 ST NW 2 AV .0 .0 18.5 2 2 2 0 50UT000IMD 723 AM Peak AM Peak 7800 86 NW 20 ST NW 2 AV .0 .0 22,1 2 2 2 0 E0UTH30DND 803 AM Peak AM Peak 7800 86 NW 20 ST NW 2 AV .0 .0 19.8 2 2 2 0 S0UTH80UND 812 AM Peak AM Peak 7800 86 NW 20 ST NW 2 AV .0 .0 19.4 2 2 2 0 50UTHB0UN0 822 AM Peak AM Peak 7800 06 NW 20 ET NW 2 AV .0 .0 15.5 2 2 0 SOUTHBOUND 1521 PM Peak PM Peak 7800 86 NW 20 ST NW 2 AV .0 .0 7.2 2 2 0 SOUTHBDUN❑ 1532 PM Peak PM Peak 7800 86 NW 20 ST NW 2 AV .0 .0 13.4 2 2 2 0 E00TH00000 1541 PM Peak PM Peak 7800 86 NW 20 ST NW 2 Av .0 .0 8.7 2 2 0 50UTH000ND 1621 PM Peak PM Peak 7800 86 NW 20 ST NW 2 AV .0 .0 10,7 2 2 0 SOUTHBOUND 1637 PM Peak PM Peak 7800 86 NW 20 ST NW 2 AV .0 .0 10.4 2 2 2 0 SOUTHBOUND 1643 PM Peak PM Peak 7800 86 NW 20 ST NW 2 AV .0 ,0 11.5 2 2 2 0 SOUTHBOUND 1726 PM Peak PM Peak 7800 86 NW 20 ST NW 2 AV .0 .0 8.8 2 2 2 0 50UTH90UN0 1734 PM Peak PM Peak 7800 86 NW 20 ST NW 2 AV .0 .0 10.0 2 2 2 0 SDUTHBOUN❑ 1746 PM Peak PM Peak 7800 86 NW 20 ST NW 2 AV .0 .0 5.9 SOUTHBOUND AM PEAK HOUR:61.3 riders PM PEAK HOUR:32.6 riders Route_Pat ROUTE ROUTE_ AADROTN ❑IRECTION TRIPTIME TIMEPERIOO TIME PERIOD_ AQSTOP ASTOp A6AMSTE A0N AONF AL0A0 2 2 2 1 8 T0150Uw6 625 AM Peak AM Peak 6956 18 Nw 2 AY NW 25 ST .0 .4 6.5 2 2 2 1 NORTH60UN➢ 645 AM Peak AM Peak 6956 18 Nw 2 AV NW 25 ST .0 .0 10.2 2 2 2 1 NORTHBO055 705 AM Peak AM Peak 6956 18 Nw 2 AV NW 25 ST .0 .0 9.5 2 2 2 1 NORTHBOUND 725 AM Peak AM Peak 6956 18 Nw 2 AV Nw 25 ST .0 .2 6.4 2 2 2 1 NORTHBOUND 745 AM Peak AM Peak 6956 18 NW 2 AV NW 25 ST .1 .7 7,4 2 2 2 1 NORTHBOUND 805 AM Peak AM Peak 6956 18 NW 2 AV Nw 25 $T .0 1.4 13.3 2 2 2 1 NORTHBOUND 825 AM Peak AM Peak 6956 16 NW 2 AV NW 25 ST .D .1 7.0 2 2 2 1 NORTHBOUND 845 AM Peak AM peak 6956 16 NW 2 AV NW 25 ST .1 .9 7.1 2 2 2 1 NORTHBOUND 1505 Pm peak PM Peak 6956 16 Nw 2 AV NW 25 ST .3 .2 12.8 2 2 2 1 NORTHBOUND 1525 Pm peak PM Peak 6956 18 Nw 2 AV NW 25 5T .6 .0 14.2 2 2 2 1 NORTHBOUND 1545 Pm Peak PM Peak 6956 18 NW 2 AV NW 25 5T .4 .1 12.3 2 2 2 1 NORTHBOUND 1605 PM Peak PM Peak 6956 16 Nw 2 AV Nw 25 ST .1 .1 12.6 2 2 2 1 NORTHBOUND 1625 PM Peak PM Peak 6956 16 NW 2 AV NW 25 ST .1 .1 16.2 2 2 2 1 NORTHBOUND 1695 PM Peak PM Peak 6956 16 NW 2 AV NW 25 ST .2 .0 13.8 2 2 2 1 NORTHBOUND 1705 PM Peak PM Peak 6956 16 NW 2 AV NW 25 ST .2 .1 21.2 2 2 2 1 NORTHBOUND 1725 PM Peak PM Peak 6956 16 NW 2 AV NW 25 5T .1 .0 15,0 2 2 2 1 NORTHBOUND 1745 PM Peak PM Peak 6956 18 ww 2 AV NW 25 5T .1 .0 9.0 2 2 2 0 SOUTHBOUND 612 Rea Peak AM Peak 6935 82 NW 2 Av Nw 25 ST .1 .0 20.0 2 2 2 0 503THBOUND 621 AM Peak AM Peak 6935 82 NW 2 AV NW 25 5T .0 .2 14.5 2 2 2 0 SOUTHBOUND 631 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST .7 ,8 21.5 2 2 2 0 SO0THB00ND 703 AM Peak AM Peak 6935 82 NW 2 AV NW 25 8T .1 .1 16.5 2 2 2 0 SOUTHBOMN2 713 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST .0 .1 17,6 2 2 2 0 SOUTHBOUND 723 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST .6 .8 29.1 2 2 2 0 SOUTHBOUND 803 AM Peak AM Peak 6935 82 ww 2 AV NW 25 ST ,5 .6 20.2 2 2 2 0 SOUTHBOUND 812 AM Peak AM Peak 6935 82 Nw 2 AV NW 25 5T .2 .3 20.7 2 2 2 0 SOUTHBOUND 822 AM Peak AM peak 6935 82 Nw 2 AV Nw 25 ST .2 .3 16.3 2 2 2 0 SOUTHBOUND 1521 PM Peak PM Peak 6935 82 NW 2 AV NW 25 5T .1 .8 7.0 2 2 2 0 SOUTHBOUN➢ 1532 PH Peak Pm Peak 6935 82 NW 2 AV NW 25 ST .2 .1 19.7 2 2 2 0 50UTHB2UN❑ 1541 PM Peak PM Peak 6935 82 NW 2 AV NW 25 ST .2 .2 9.3 2 2 2 0 SOUTHBONNO 1621 PM Peak eM Peak 6935 82 NW 2 AV NW 25 ST .2 .3 11.8 2 2 2 0 SOUTHBOUND 1637 PM Peak OM Peak 6935 82 Nw 2 AV NW 25 ST .6 .0 9.9 2 2 2 0 SOUTHBOUND 1643 PM Peak PM Peak 6935 82 NW 2 Av NW 25 ST .5 .0 11.1 2 2 2 0 80UTH80UND 1726 PM peak PM Peak 6935 62 NW 2 Av NW 25 ST .4 .D 7,5 2 2 2 0 SOUTHBOUNO 1734 PM Peak PM Peak 6935 62 NW 2 AV NW 25 ST .0 .0 9.7 2 2 2 0 50UTNSOUND 1796 PH Peak PM Peak 6935 62 NW 2 AV NW 25 8T .2 .1 5.9 NORTHBOUND AM PEAK HOUR:27.7 riders PM PEAK HOUR:51.2 riders SOUTHBOUND AM PEAK HOUR:65 riders PM PEAK HOUR:32.8 riders Route_Pat ROUTE ROUTE_ AADRCTN DIRECTION TRIPTIME TIME_PERIOD TIME PERIOD_ AOSTOP ASTOP ANAMSTP 2 2 2 1 NORTHBOUND 625 AM Peak AM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 645 AM Peak AM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 705 AM Peak AM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 725 AM Peak AM Peak 6956 18 NW 2 AV NW 25 6T 2 2 2 1 NORTHBOUND 745 AM Peak AM Peak 6956 18 Nw 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 805 AN Peak AN Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 825 AM Peak AM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 845 AM Peak AM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUN❑ 1505 PM Peak PM Peak 6956 16 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 1525 PM Peak PM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 1545 PM Peak PM Peak 6956 16 NW 2 Av Nw 25 ST 2 2 2 1 NORTHBOUND 1605 PM Peak PM Peak 6956 18 N➢1 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 1625 PM Peak PM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 1645 PM Peak PM Peak 6956 18 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 1705 PM Peak PM Peak 6956 16 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 1725 PM Peak PM Peak 6956 16 NW 2 AV NW 25 ST 2 2 2 1 NORTHBOUND 1745 PM Peak PM Peak 6956 18 NW 2 AV Nw 25 ST 2 2 2 0 SOUTHBOUND 612 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 621 AM Peak AM Peak 6935 82 Nw 2 AV NW 25 BT 2 2 2 0 SOUTH80UNn 631 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 0 S00THB0UNO 703 AM Peak AN Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 713 AM Peak AN Peak 6935 82 NW 2 AV NW 25 SI 2 2 2 0 SOUTHBOUND 723 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 803 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 512 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 0 30UTHB0UN0 822 AM Peak AM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 1521 PM Peak PM Peak 6935 82 NN 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 1532 PM Peak PM Peak 6935 82 Nw 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 1541 PM Peak PM Peak 6935 82 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 1621 PM Peak PM Peak 6935 62 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 1637 PM Peak PM Peak 6935 62 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 1643 PM Peak PM Peak 6935 82 NW 2 AV Nw 25 ST 2 2 2 0 SOUTHBOUND 1726 PM Peak PM Peak 6935 62 NW 2 AV NW 25 ST 2 2 2 0 SOUTHBOUND 1734 PM Peak PM Peak 6935 82 NW 2 AV Nw 25 ST 2 2 2 0 SOUTHBOUND 1746 PM Peak PM Peak 6935 82 NW 2 AV NW 25 ST NORTHBOUND AM PEAK HOUR:27. PM PEAK HOUR:51. SOUTHBOUND AM PEAK HOUR:65 PM PEAK HOUR:32. 7 riders 5 riders riders 8 riders AON AOP5 ALOAD .0 .4 6.5 .0 .0 10.2 .0 .0 9,5 .0 ,2 6.4 .1 .7 7.4 .0 1.4 13.3 0 .1 7.0 1 .4 7.1 -3 .2 12.8 .8 .0 14.2 .4 .1 12.3 .1 .1 12.6 .1 .1 16.2 .2 .0 13.8 .2 .1 21.2 .1 .0 15.0 .1 .0 9.0 1 .0 20.0 .0 .2 14.5 ,7 .8 21.5 .1 .1 16.5 .0 .1 17.8 .6 .6 24.1 .5 .6 20.2 .2 .3 20.7 .2 .3 16.3 .1 .8 7.0 .2 .1 14.7 .2 .2 9.3 .2 .3 11.8 .6 .0 9.9 .5 .0 11.1 .4 .0 7.5 .0 .0 9.7 .2 .1 5.9 Route_Pat ROUTE ROUTE_ AADRCTN DIRECTION TRIPT1ME TIMEPEAIOD TIME PER10D_ AQSTOP ASTOP ANAMSTP AON AODE ALOAD 6 6 6 1 NORTHBOUND S30 AM Peak AM Peak 7770 96 NW 29 ST NM 3 AV _0 .1 4.6 6 6 1 NORTHBOUND 1530 PM Peak PM Peak 7770 96 NW 29 ST NW 3 AV .0 .0 4.4 6 6 1 NORTHBOUND 1630 PM Peak PM Peak 7770 96 NW 29 ST NW 3 Av .0 .0 5.0 6 6 1 NORTHBOUND 1730 PM Peak PM Peak 7770 96 NM 29 ST NW 3 AV .0 .1 2.7 6 6 0 SOUTHBOUND 860 AM Peak AM Peak 7792 13 NW 29 ST NW 3 AV .7 .1 7.5 6 6 0 SOUTHBOUND 1500 PM Peak PM Peak 7792 13 NW 29 ST NW 3 AV .0 .1 6.1 6 6 0 SOUTHEOONo 1600 PM Peak PM Peak 7792 13 NW 29 ST NW 3 AV .1 .0 5.2 6 6 0 SOUTHEO3No 1700 PM Peak PM Peak 7792 13 NW 29 ST NW 3 AV .0 .0 4.9 NORTHBOUND AM PEAK HOUR:4.8 riders PM PEAK HOUR:5 riders SOUTHBOUND AM PEAK HOUR:7.5 riders PM PEAK HOUR:5.2 riders Route_Pat ROUTE ROUTE AADRCTN ❑IRECTION TRIPTIME TIME_PERIOD TIME PERIOD_ AQSTOP ASTOP ANAMSTP AOM ACFF ALOAD 6 6 6 0 SOUTHBOUND 800 AM Peak AM Peak 6847 16 N MIAMI AV NO 25 ST .0 .7 8.1 6 6 6 0 SCOTHOOUN❑ 1500 PM Peak PM Peak 6847 16 N MIAMI AV NO 25 ST .0 .2 5,6 6 6 6 0 SOOTHE0300 1600 PM Peak PM Peak 6847 18 N MIAMI AV NW 25 ST .0 .0 5.7 6 6 6 0 So0TH00000 1700 PM Peak PM Peak 6847 18 N MIAMI AV NO 25 5T .1 .0 4.4 SOUTHBOUND AM PEAK HOUR:8.1 riders PM PEAK HOUR:5.7 riders APPENDIX E: Existing Conditions Analysis AM Peak Hour Timings I: NW 5th Avenue & NW 29th Street Existing A.M. Peak Hour f --. 4- t Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 41) 41, 41-, 4 Volume (vph) 54 351 18 168 38 18 32 71 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 6 2 4 8 Permitted Phases 6 2 4 8 Detector Phase 6 6 2 2 4 4 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 33.7 33.7 33.7 33.7 20.5 20.5 26,1 26.1 Total Split (s) 40.9 40.9 40.9 40.9 34.1 34.1 34.1 34.1 Total Split (%o) 54,5% 54.5% 54.5% 54.5% 45.5% 45.5% 45.5°/0 45.5% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 0.7 0.7 0.7 0.7 0.1 0.1 0.1 0.1 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.7 4.7 4.1 4.1 Lead/Lag Lead -Lag Optimize? Recall Mode None None C-Min C-Min None None None None Intersection Summary Cycle Length: 75 Actuated Cycle Length: 75 Offset: 0 (0%), Referenced to phase 2:WBTL, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 1: NW 5th Avenue & NW 29th Street P 02(R) 104 40,9s 134,1s •I08 -4°06 40.9 s I 134.1 s K:1FTL_TPT01043629001-Mana Wynwood SAP\Calcs\Synchro\Existing AM.syn HCM 2010 Signalized Intersection Summary 1: NW 5th Avenue & NW 29th Street Existing A.M. Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 41, 4 41* Volume (vehlh) 54 351 92 18 168 31 38 18 13 32 71 90 Number 1 6 16 5 2 12 7 4 14 3 8 18 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.99 0.99 1.00 0.99 0.99 0.99 0.99 0.99 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow vehlhlln 190.0 186.3 190.0 190.0 186.3 190.0 190.0 186.3 190.0 190.0 186.3 190.0 Lanes 0 2 0 0 2 0 0 2 0 0 2 0 Cap, veh/h 242 871 222 202 968 173 564 279 214 275 438 425 Arrive On Green 0.35 0.35 0.35 0.12 0.12 0.12 0.30 0.30 0.30 0.30 0.30 0.30 Sat Flow, vehlh 199 2485 633 104 2760 494 956 934 717 289 1464 1421 Grp Volume(v), veh/h 282 0 241 122 0 107 43 0 30 109 0 95 Grp Sat Flow(s),vehlhlln 1742 0 1576 1756 0 1602 1051 0 1557 1754 0 1421 Q Serve(g_s), s 0.0 0.0 3.0 0.0 0.0 1.5 0.5 0.0 0.4 0,0 0.0 1.3 Cycle Q Clear(g_c), s 2.9 0.0 3.0 1.5 0.0 1.5 1,7 0.0 0.4 1.1 0.0 1.3 Prop In Lane 0.20 0.40 0.16 0.31 0.94 0.46 0.31 1.00 Lane Grp Cap(c), veh/h 783 0 552 781 0 562 592 0 465 712 0 425 VIC Ratio(X) 0.36 0.00 0.44 0.16 0.00 0.19 0.07 0.00 0.07 0.15 0.00 0.22 Avail Cap(c_a), vehlh 2593 0 2272 2534 0 2310 1690 0 1860 2206 0 1698 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1,00 0.99 0.00 0.99 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), siveh 6.2 0.0 6.3 7.9 0.0 7.9 6.9 0.0 6.3 6.6 0.0 6.6 Incr Delay (d2), s/veh 0.1 0.0 0.2 0.4 0.0 0.7 0.0 0.0 0.0 0.1 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 °/mile Back of Q (50%), veh/In 0.9 0.0 0.8 0.6 0.0 0.6 0.1 0.0 0.1 0.3 0.0 0.3 Lane Grp Delay (d), s/veh 6.3 0.0 6.5 8.3 0.0 8.6 7.0 0.0 6.3 6.6 0.0 6.8 Lane Grp LOS A A A A A A A A Approach Vol, vehfh 523 229 73 204 Approach Delay, s/veh 6.4 8.4 6.7 6.7 Approach LOS A A A A Timer Assigned Phs 6 2 4 8 Phs Duration (G+Y+Rc), s 13.5 13.5 11.6 11.6 Change Period (Y+Rc), s 4.7 4.7 4.1 4.1 Max Green Setting (Gmax), s 36.2 36.2 30.0 30.0 Max Q Clear Time (g_c+I 1), s 5.0 3.5 3.7 3.3 Green Ext Time (pc), s 1.7 1.7 1.4 1.4 Intersection Summary HCM 2010 Ctrl Delay 6.9 HCM 2010 LOS A Notes K:IFTL_TPT01043629001-Mana Wynwood SAPICaIcs\Synchro\Existing AM.syn Timings 2: NW 2nd Avenue & NW 29th Street Existing A.M. Peak Hour Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 4t+ 4 i 11 I Volume (vph) 41 287 100 174 18 179 65 319 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 6 2 4 8 Permitted Phases 6 2 4 8 Detector Phase 6 6 2 2 4 4 8 8 Switch Phase Minimum initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 33.1 33.1 33,1 33.1 24.2 24.2 24.2 24.2 Total Split (s) 46.0 46.0 46.0 46.0 29.0 29.0 29.0 29.0 Total Split (%) 61.3% 61.3% 61.3% 61,3% 38.7% 38.7% 38.7% 38.7% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4,0 4.0 4.0 Ail -Red Time (s) 0.1 0.1 0.1 0.1 0,2 0.2 0.2 0.2 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.1 4.1 4.2 4.2 4.2 4.2 LeadlLag Lead -Lag Optimize? Recall Mode C-Min C-Min C-Min C-Min None None None None Intersection Summary Cycle Length: 75 Actuated Cycle Length: 75 Offset: 40 (53%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 2: NW 2nd Avenue & NW 29th Street T I04 r02(Rj - 46 s 291s i I ■ 08 0 6 (R) 96s 1 2gs I K:IFTL_TPT01043629001-Mara Wynwood SAP1Calcs\Synchro\Existing AM.syn HCM 2010 Signalized Intersection Summary 2: NW 2nd Avenue & NW 29th Street Existing A,M. Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 VI I Ii t+ Volume (vehlh) 41 287 34 100 174 33 18 179 38 65 319 35 Number 1 6 16 5 2 12 7 4 14 3 8 18 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.99 0,99 1.00 0.99 1.00 0.99 0.99 0.99 Parking Bus Adj 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow vehlh/In 190.0 186.3 190.0 190.0 186.3 190.0 186.3 186.3 190.0 186.3 186.3 190.0 Lanes 0 2 0 0 2 0 1 1 0 1 1 0 Cap, vehlh 226 844 97 388 556 107 509 575 124 617 640 69 Arrive On Green 0.30 0.30 0.30 0.30 0.30 0.30 0.39 0.39 0.39 0.39 0.39 0.39 Sat Flow, vehlh 202 2845 326 557 1875 361 1006 1484 319 1144 1651 179 Grp Volume(v), vehlh 201 0 176 166 0 153 19 0 226 68 0 368 Grp Sat Flow(s),vehlhlln 1739 0 1634 1166 0 1628 1006 0 1803 1144 0 1830 Q Serve(g_s), s 0.0 0.0 2.2 1.2 0.0 1.9 0.4 0.0 2.3 1.2 0.0 4.1 Cycle Q Clear(g_c),, s 2.2 0.0 2.2 3.4 0.0 1.9 4.4 0.0 2.3 3.5 0.0 4.1 Prop In Lane 0.21 0.20 0.63 0.22 1,00 0.18 1.00 0.10 Lane Grp Cap(c), veh/h 682 0 485 569 0 483 509 0 699 617 0 709 V!C Ratio(X) 0.30 0.00 0.36 0.29 0.00 0.32 0.04 0.00 0.32 0.11 0.00 0.52 Avail Cap(c_a), vehlh 2818 0 2604 2180 0 2593 1067 0 1701 1252 0 1725 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.98 0.00 0.98 0.71 0.00 0.71 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), slveh 7.3 0.0 7.3 7.5 0.0 7.2 7.9 0.0 5.6 6.9 0.0 6.2 Incr Delay (d2), slveh 1.1 0.0 2.1 0.9 0.0 1.2 0.0 0.0 0.2 0.1 0.0 0.4 Initial Q Delay(d3),slveh 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %pile Back of Q (50%), vehlin 0.9 0.0 0.9 0,8 0.0 0.7 0.1 0.0 0.7 0.2 0.0 1.3 Lane Grp Delay (d), slveh 8.4 0.0 9.3 8.4 0.0 8.4 7.9 0.0 5.8 6.9 0.0 6.6 Lane Grp LOS A A A A A A A A Approach Vol, vehlh 377 319 245 436 Approach Delay, slveh 8.8 8.4 6.0 6.7 Approach LOS A A A A Timer Assigned Phs 6 2 4 8 Phs Duration (G+Y+Rc), s 11.9 11.9 14.4 14.4 Change Period (Y+Rc), s 4.1 4.1 4.2 4.2 Max Green Setting (Gmax), s 41.9 41.9 24.8 24.8 Max Q Clear Time (g_c+I1 ), s 4.2 5.4 6.4 6.1 Green Ext Tirne (p_c), s 1.5 1.5 3.1 3.1 intersection Summary HCM 2010 Ctrl Delay 7.5 HCM 2010 LOS A Notes K:1FTL_TPT01043629001-Mans Wynwood SAP\CaIcs\Synchro\Existing AM.syn Timings 3: N Miami Avenue & NW 29th Street/NE 29th Street Existing A.M. Peak Hour 4 f 1 Lane Group EBL EBT WBL WBT NBT SBT Lane Configurations f f Volume (vph) 43 275 59 198 309 1270 Turn Type Perm NA Perm NA NA NA Protected Phases 4 8 6 2 Permitted Phases 4 8 Detector Phase 4 4 8 8 6 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 24.0 24.0 24,0 24.0 24.0 24.0 Total Split (s) 36.0 36.0 36.0 36.0 36.0 36.0 Total Split (%) 50.0% 50.0% 50.0% 50,0% 50.0% 50.0% Yellow Time (s) 4.0 4.0 4,0 4.0 4,0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None C-Min C-Min Intersection Summary Cycle Length: 72 Actuated Cycle Length: 72 Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Salits and Phases: 3: N Miami Avenue & NW 29th Street/NE 29th Street 02 (R) -41134 36 s 36 s ! 06 (R) 4-- 08 36 s i 36 s K:\FTL_TPTO1043629001-Mana Wynwood SAP1Calcs\SynchrolExisting AM.syn HCM 2010 Signalized Intersection Summary 3: N Miami Avenue & NW 29th Street/NE 29th Street Existing A.M. Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SST SBR Lane Configurations 4'# 4 ti at Volume (vehlh) 43 275 80 59 198 54 0 309 29 0 1270 96 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.99 0.99 0.99 0.99 1.00 1.00 1.00 1.00 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow vehlhtin 190.0 186.3 190.0 190.0 186.3 190.0 0.0 186.3 190.0 0.0 186.3 190.0 Lanes 0 2 0 0 2 0 0 2 0 0 2 0 Cap, vehlh 151 534 151 184 461 122 0 1619 150 0 1649 124 Arrive On Green 0.23 0.23 0.23 0.23 0.23 0.23 0.00 0.48 0.48 0.00 0.48 0.48 Sat Flow, vehlh 203 2360 666 278 2035 538 0 3359 311 0 3422 258 Grp Valume(v), vehlh 219 0 195 158 0 165 0 178 174 0 719 704 Grp Sat Flow(s),vehlh/En 1662 0 1566 1261 0 1591 0 1863 1807 0 1863 1817 Q Serve(g_s), s 1.0 0.0 4.5 0.5 0.0 3.7 0.0 2.2 2.3 0.0 13.4 13.5 Cycle Q Clear(g_c), s 4.7 0.0 4.5 5.1 0.0 3.7 0.0 2.2 2.3 0.0 13.4 13.5 Prop In Lane 0.21 0.43 0.39 0.34 0.00 0.17 0.00 0.14 Lane Grp Cap(c), vehlh 482 0 355 407 0 360 0 898 871 0 898 876 V!C Ratio(X) 0.45 0.00 0.55 0.39 0.00 0.46 0.00 0.20 0.20 0.00 0.80 0.80 Avail Cap(c_a), vehlh 1302 0 1142 1110 0 1160 0 1358 1318 0 1358 1325 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.99 0.00 0.99 1.00 0.00 1.00 0.00 0.99 0.99 0.00 1.00 1.00 Uniform Delay (d), slveh 14.0 0.0 14.1 13.6 0.0 13.7 0.0 6.1 6.1 0.0 9.0 9.0 Incr Delay (d2), slveh 0.2 0.0 0.5 0.2 0.0 0.3 0.0 0.5 0.5 0.0 7.4 7.8 Initial Q Delay(d3),slveh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 °/aile Back of Q (50%), veh/In 1.7 0.0 1.6 1.2 0.0 1.3 0.0 0.9 0.9 0.0 6.6 6.6 Lane Grp Delay (d), slveh 14.3 0.0 14.6 13.8 0.0 14.1 0.0 6.6 6.6 0.0 16.4 16.8 Lane Grp LOS B B B B A A B B Approach Vol, vehlh 414 323 352 1423 Approach Delay, slveh 14.4 14.0 6.6 16.6 Approach LOS B B A B Timer Assigned Phs 4 8 6 2 Phs Duration (G+Y+Rc), s 15.3 15.3 25.8 25.8 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 30.0 30.0 30.0 30.0 Max Q Clear Time (g_c+I1), s 6.7 7.1 4.3 15.5 Green Ext Time (p_c), s 1.6 1.6 4.9 4.3 Intersection Summary HCM 2010 Ctrl Delay 14.5 HCM 2010 LOS B Notes K:1FTL_TPT01043629001-Mana Wynwood SAPICalcs\Synchro\Existing AM.syn HCM 2010 TWSC 4: NW 5th Avenue & NW 25th Street Existing A.M. Peak Hour Intersection Intersection Delay, s/veh 5.6 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 11 14 43 0 0 70 Conflicting Peds, #/hr 0 0 0 9 9 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - Veh in Median Storage, # 0 0 - 0 Grade, % 0 0 - 0 Peak Hour Factor 82 82 82 82 82 82 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 13 17 52 0 0 85 Major/Minor Minorl Majorl Major2 Conflicting Flow All 102 35 0 0 52 0 Stage 1 52 Stage 2 50 Follow-up Headway 3.52 3.32 - 2.22 Pot Capacity-1 Maneuver 885 1030 - 1552 Stage 1 964 Stage 2 966 Time blocked -Platoon, % Mov Capacity-1 Maneuver 878 1022 - 1540 Mov Capacity-2 Maneuver 878 Stage 1 964 Stage 2 959 Approach HCM Control Delay, s HCM LOS Minor Lane / Major Mvmt WB 8.9 A NB 0 SB 7.8 NBT NBR WBLn1 SBU SBL SBT Capacity (veh/h) HCM Lane VIC Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes - 953 1274 1540 - 0.032 0.003 - 8.9 7.8 7.8 A A A - 0.099 0.009 0 Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error ; Computation Not Defined K:1FTL_TPT01043629001-Mana Wynwood SAP\Calcs\Synchro\Existing AM.syn HCM 2010 TWSC 5: NW 2nd Avenue & NW 25th Street Existing A.M. Peak Hour Intersection Intersection Delay, slveh 2.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, vehlh 0 0 0 28 20 43 22 206 25 82 366 19 Conflicting Peds, #Ihr 5 0 15 15 0 5 29 0 20 20 0 29 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - None - None - - None Storage Length Veh in Median Storage, # 0 0 0 0 Grade, % 0 0 0 0 Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 30 22 46 24 222 27 88 394 20 Major/Minor Minorl Majorl Major2 Conflicting Flow All 877 887 279 414 0 0 263 0 0 Stage 1 297 297 - Stage 2 580 590 - Follow-up Headway 3.518 4.018 3.318 2.218 - 2.218 - Pot Capacity-1 Maneuver 319 283 760 1145 - 1301 Stage 1 754 668 Stage 2 560 495 Time blocked -Platoon, % Mov Capacity-1 Maneuver 273 # 0 732 1117 - - 1270 Mov Capacity-2 Maneuver 273 # 0 Stage 1 726 # 0 Stage 2 497 # 0 Approach WB NB SB HCM Control Delay, s HCM LOS 15.5 0.7 C Minor Lane / Major Mvmt NBL NBT NBR WBLn1 SBL SBT SBR Capacity (vehlh) 1117 - 440 1270 HCM Lane WC Ratio 0.021 - 0.222 0.069 HCM Control Delay (s) 8.293 0 - 15.5 8.046 0 HCM Lane LOS A A C A A HCM 95th %tile Q(veh) 0,065 - 0.841 0.223 Notes 1.4 : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:IFTL_TPT01043629001-Mana Wynwood SAP \CalcslSynchrolExisting AM.syn HCM 2010 TWSC 6: NW 6th Avenue & NW 24th Street Existing A.M. Peak Hour Intersection Intersection Delay, s/veh 0.7 Movement WBL WBR NBT NBR SBL SBT Vol, vehlh 1 2 90 12 16 81 Conflicting Peds, #/hr 0 0 0 1 1 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 81 81 81 81 81 81 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 2 111 15 20 100 Major/Minor Minorl Majorl Major2 Conflicting Flow All 259 120 0 0 126 0 Stage 1 119 - - Stage 2 140 - Follow-up Headway 3.518 3.318 - 2.218 Pot Capacity-1 Maneuver 730 931 - - 1460 Stage 1 906 Stage 2 887 Time blocked -Platoon, % Mov Capacity-1 Maneuver 718 930 - 1459 Mov Capacity-2 Maneuver 718 - Stage 1 906 - Stage 2 873 - Approach HCM Control Delay, s HCM LOS Minor Lane / Major Mvmt Capacity (vehlh) HCM Lane VIC Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes WB 9.3 A NB 0 NBT NBR WBLn1 SBL SBT 847 1459 - 0.004 0.014 9.3 7.501 0 A A A - 0.013 0.041 SB 1.2 Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:IFTLJPT0\043629001-Mana Wynwood SAP\Calcs\Synchro\Existing AM.syn HCM 2010 TWSC 7: NW 5th Avenue & NW 24th Street Existing A.M. Peak Hour Intersection Intersection Delay, slveh 3.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, vehlh 9 4 3 0 0 0 5 26 21 36 26 10 Conflicting Peds, #!hr 0 0 0 0 0 0 1 0 1 1 0 1 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - None Storage Length - Veh in Median Storage, # 0 0 0 0 Grade, % 0 0 0 - 0 Peak Hour Factor 74 74 74 74 74 74 74 74 74 74 74 74 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 12 5 4 0 0 0 7 35 28 49 35 14 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 170 216 25 49 0 0 64 0 0 Stage 1 139 139 Stage 2 31 77 Follow-up Headway 3.52 4.02 3.32 2.22 - 2.22 Pot Capacity-1 Maneuver 804 681 1045 1556 - 1536 Stage 1 873 781 Stage 2 987 830 - Time blocked -Platoon, % Mov Capacity-1 Maneuver 774 # 0 1044 1555 - 1535 Mov Capacity-2 Maneuver 774 # 0 Stage 1 844 # 0 Stage 2 982 # 0 Approach HCM Control Delay, s HCM LOS EB 9.5 A NB 0.7 Minor Lane / Major Mvmt NBL NBT NBR EBLn1 SBL SBT SBR Capacity (vehlh) 1555 - 828 1535 HCM Lane VIC Ratio 0.004 - 0.026 0.032 HCM Control Delay (s) 7.325 0 - 9.5 7,422 0 HCM Lane LOS A A A A A HCM 95th %tile Q(veh) 0.013 - 0.08 0.098 Notes SB 3.7 Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K,1FTL_TPT01043629001-Mana Wynwood SAP\Calcs\Synchro\Existing AM.syn HCM 2O10 TWSC 8: NW 2nd Avenue & NW 24th Street Existing A.M. Peak Hour Intersection Intersection Delay, slveh 0.9 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 9 42 0 254 407 0 Conflicting Peds, #/hr 1 5 28 0 0 28 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 10 46 0 279 447 0 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 731 480 452 0 0 Stage 1 452 - Stage 2 279 - Follow-up Headway 3,518 3.318 2.218 Pot Capacity-1 Maneuver 389 586 1109 Stage 1 641 Stage 2 768 Time blocked -Platoon, % Mov Capacity-1 Maneuver 386 570 1083 Mov Capacity-2 Maneuver 386 - Stage1 638 - Stage 2 765 - Approach EB NB SB HCM Control Delay, s 12.7 0 0 HCM LOS B Minor Lane I Major Mvmt NBL NBT EBLn1 SBU SBT SBR Capacity (vehth) 1083 - 526 HCM Lane VIC Ratio - 0.107 HCM Control Delay (s) 0 - 12.7 HCM Lane LOS A B HCM 95th %tile Q(veh) 0 - 0.356 Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:1FTL_TPTO1043629001-Mana Wynwood SAP\Calcs\Synchro\Existing AM.syn HCM 2010 TWSC 9: NW 6th Avenue & NW 23rd Street Existing A.M. Peak Hour Intersection Intersection Delay, slveh 0.8 Movement WBL WBR NBT NBR SBL SBT Vol, vehlh 9 4 99 4 4 78 Conflicting Peds, #!hr 0 0 0 1 1 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - Veh in Median Storage, # 0 0 - 0 Grade, % 0 0 - 0 Peak Hour Factor 74 74 74 74 74 74 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 12 5 134 5 5 105 Major/Minor Minorl Majorl Major2 Conflicting Flow All 252 137 0 0 139 0 Stage 1 136 - Stage 2 116 - - Follow-up Headway 3.518 3.318 - 2.218 Pot Capacity-1 Maneuver 737 911 - 1445 Stage 1 890 Stage 2 909 Time blocked -Platoon, % Mov Capacity-1 Maneuver 733 910 - 1444 Mov Capacity-2 Maneuver 733 Stage 1 890 Stage 2 905 Approach HCM Control Delay, s HCM LOS Minor Lane / Major Mvmt Capacity (vehlh) HCM Lane WC Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes WB 9.7 A NB 0 NBT NBR WBLn1 SBL SBT SB 0.4 - 780 1444 - 0,023 0.004 - 9.7 7.502 0 A A A - 0.069 0.011 - : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:\FTL TPT01043629001-Mana Wynwood SAP\Calcs\Synchro\Existing AM.syn HCM 2010 TWSC 10: NW 5th Avenue & NW 23rd Street (South) Existing A.M. Peak Hour Intersection Intersection Delay, s/veh 1.5 Movement EBL EBR NBL NBT SBT SBR Vol, vehlh 8 0 0 10 11 15 Conflicting Peds, #!hr 0 0 11 0 0 11 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 0 Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 61 61 61 61 61 61 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 13 0 0 16 18 25 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 26 29 18 0 0 Stage 1 18 Stage 2 8 Follow-up Headway 3.519 3.319 2.218 Pot Capacity-1 Maneuver 988 1045 1599 Stage 1 1004 Stage 2 1014 Time blocked -Platoon, % Mov Capacity-1 Maneuver 988 1035 1584 Mov Capacity-2 Maneuver 988 Stage 1 1004 Stage 2 1014 Approach EB NB SB HCM Control Delay, s 8.7 0 0 HCM LOS A Minor Lane / Major Mvmt NBL NBT EBLn1 SBU SBT SBR Capacity (veh/h) 1584 - 988 HCM Lane V/C Ratio - 0.013 HCM Control Delay (s) 0 - 8.7 HCM Lane LOS A A HCM 95th %tile Q(veh) 0 0.04 Notes Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:IFTL_TPT0\043629001-Mana Wynwood SAP\CalcslSynchro\Existing AM.syn HCM 2010 TWSC 11: NW 5th Avenue & NW 23rd Street (North) Existing A.M. Peak Hour Intersection Intersection Delay, slveh 6.2 Movement WBL WBR NBT NBR SBL SBT Vol, vehlh 0 30 19 0 0 27 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 72 72 72 72 72 72 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 42 26 0 0 38 Major/Minor Minorl Majorl Major2 Conflicting Flow All 48 13 0 0 26 0 Stage 1 26 Stage 2 22 Follow-up Headway 3.52 3.32 - 2.22 Pot Capacity-1 Maneuver 956 1064 - 1587 Stage 1 993 Stage 2 998 Time blocked -Platoon, % - Mov Capacity-1 Maneuver 956 1064 - 1587 Mov Capacity-2 Maneuver 956 Stage 1 993 Stage 2 998 Approach HCM Control Delay, s HCM LOS WB 8.5 A NB 0 SB 7,9 Minor Lane / Major Mvmt NBT NBR WBLn1 SBU SBL SBT Capacity (vehlh) - 1064 1258 1587 HCM Lane VIC Ratio - 0.039 0.001 HCM Control Delay (s) - 8.5 7.9 7.9 HCM Lane LOS A A A HCM 95th %tile Q(veh) 0.122 0.003 0 Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:1FTL_TPT01043629001-Mana Wynwood SAP1Calcs\SynchrolExisting AM.syn HCM 2010 TWSC 13: NW 6th Avenue & NW 22nd Street Existing A.M. Peak Hour Intersection Intersection Delay, sfveh 0.5 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 7 2 102 4 2 84 Conflicting Peds, #/hr 0 0 0 1 1 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - Veh in Median Storage, # 0 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 78 78 78 78 78 78 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 9 3 131 5 3 108 Major/Minor Minorl Majorl Major2 Conflicting Flow All 246 134 0 0 136 0 Stage 1 133 - Stage 2 113 - Follow-up Headway 3.518 3.318 - 2,218 Pot Capacity-1 Maneuver 742 915 - 1448 Stage 1 893 - Stage 2 912 - Time blocked -Platoon, % - Mov Capacity-1 Maneuver 740 914 - - 1447 Mov Capacity-2 Maneuver 740 Stage 1 893 - Stage 2 909 - Approach HCM Control Delay, s HCM LOS Minor Lane / Major Mvmt WB 9.7 A NB 0 NBT NBR WBLn1 SBL SBT SB 0.2 Capacity (vehlh) HCM Lane VIC Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes 773 1447 - 0.015 0.002 9.7 7.492 0 A A A 0.045 0.005 : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:IFTL_TPT01043629001-Mana Wynwood SAPICalcs\Synchro\Existing AM.syn HCM 2010 TWSC 14: NW 5th Avenue & NW 22nd Street Existing A.M. Peak Hour intersection Intersection Delay, slveh 3.3 Movement EBL EBR NBL NBT SBT SBR Vol, vehlh 8 0 0 2 1 10 Conflicting Peds, #/hr 0 0 9 0 0 9 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 48 48 48 48 48 48 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 17 0 0 4 2 21 MajorlMinor Minor2 Majorl Major2 Conflicting Flow All 17 22 23 0 0 Stage 1 13 Stage 2 4 Follow-up Headway 3.518 3.318 2.218 Pot Capacity-1 Maneuver 1001 1055 1592 Stagel 1010 Stage 2 1019 Time blocked -Platoon, % Mov Capacity-1 Maneuver 1001 1047 1580 Mov Capacity-2 Maneuver 1001 - Stage 1 1010 Stage 2 1019 Approach EB NB SB HCM Control Delay, s 8.7 0 0 HCM LOS A Minor Lane / Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1580 - 1001 HCM Lane VIC Ratio - 0.017 HCM Control Delay (s) 0 - 8.7 HCM Lane LOS A A HCM 95th %tile Q(veh) 0 - 0.051 Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:1FTL_TPT01043629001-Mana Wynwood SAPICalcs\Synchro\Existing AM.syn HCM 2010 TWSC 15: NW 3rd Avenue & NW 22nd Street Existing A.M. Peak Hour Intersection Intersection Delay, s/veh 3.7 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 23 31 11 22 25 19 Conflicting Peds, #/hr 0 10 10 0 1 1 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 100 0 Veh in Median Storage, # 0 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 26 36 13 25 29 22 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 63 0 96 55 Stage 1 45 Stage 2 51 Follow-up Headway - - 2.218 3.518 3.318 Pot Capacity-1 Maneuver - - 1540 903 1012 Stage 1 - 977 Stage 2 - 971 Time blocked -Platoon, % Mov Capacity-1 Maneuver - 1527 887 1003 Mov Capacity-2 Maneuver - 887 Stage 1 976 Stage 2 954 Approach HCM Control Delay, s HCM LOS Minor Lane / Major Mvmt EB 0 WB 2.5 NB 9 A NBLn1 NBLn2 EBT EBR WBL WBT Capacity (vehlh) HCM Lane WC Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes 887 1003 - 1527 - 0.032 0.022 - 0.008 9.2 8.7 - 7.377 0 A A A A 0.1 0.067 0.025 : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:IFTL_TPT01043629001-Mana Wynwood SAP\Calcs\Synchro\Existing AM.syn HCM 2010 TWSC 16: NW 2nd Avenue & NW 22nd Street Existing A.M. Peak Hour Intersection Intersection Delay, sfveh 0.7 Movement EBL EBR NBL NBT SBT SBR Vol, vehlh 23 8 4 217 355 22 Conflicting Peds, #/hr 0 0 12 0 0 12 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 100 0 - Veh in Median Storage, # 0 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 24 9 4 231 378 23 MajorlMinor Minor2 Major' Major2 Conflicting Flow All 628 401 401 0 - 0 Stage 1 389 Stage 2 239 Follow-up Headway 3.518 3.318 2.218 Pot Capacity-1 Maneuver 447 649 1158 Stage 1 685 Stage 2 801 Time blocked -Platoon, % Mov Capacity-1 Maneuver 445 643 1146 Mov Capacity-2 Maneuver 445 Stage 1 685 Stage 2 798 Approach HCM Control Delay, s HCM LOS EB 12.9 B NB 0.1 Minor Lane 1 Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1146 445 643 HCM Lane V/C Ratio 0.004 - 0.055 0.013 HCM Control Delay (s) 8.153 0 13.6 10.7 HCM Lane LOS A A BB HCM 95th %tile Q(veh) 0.011 - 0,174 0.04 Notes SB 0 : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:1FTL TPT01043629001-Mana Wynwood SAP\Calcs\Synchro\Existing AM.syn Timings 17: NW 3rd Avenue & NW 20th Street Existing A.M. Peak Hour Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations II ft, ) ft, 4 r 4 Volume (vph) 24 477 117 409 39 21 113 3 27 Turn Type Perm NA Perm NA Perm NA Perm Perm NA Protected Phases 6 2 4 8 Permitted Phases 6 2 4 4 8 Detector Phase 6 6 2 2 4 4 4 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 28.0 28.0 28.0 28.0 24.4 24.4 24.4 24.4 24.4 Total Split (s) 45.6 45.6 45.6 45.6 44.4 44.4 44.4 44.4 44.4 Total Split (%) 50.7% 50.7% 50.7% 50.7% 49.3% 49.3°/0 49.3% 49.3% 49.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4,0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.4 2.4 2.4 2.4 2.4 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.4 6.4 6.4 Lead/Lag Lead -Lag Optimize? Recall Mode C-Min C-Min C-Min C-Min None None None None None Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 55 Control Type: Actuated -Coordinated Splits and Phases: 17: NW 3rd Avenue & NW 20th Street ■-- - 02 iri) t 04 45,6 s 44,4 s R .1,06.cF:} Ifi 08 45.6s i -14.4s K:\FTL_TPTO1043629001-Mana Wynwood SAP Talcs \Synchro\Existing AM.syn HCM 2010 Signalized Intersection Summary 17: NW 3rd Avenue & NW 20th Street Existing AM, Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations i 4 19 +t 4 r 4+ Votume (vehlh) 24 477 31 117 409 10 39 21 113 3 27 33 Number 1 6 16 5 2 12 7 4 14 3 8 18 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.98 0.96 0.99 0,96 0.98 0.98 0.98 0.98 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow vehfhlln 186.3 186.3 190.0 186.3 186.3 190.0 190.0 186.3 186.3 190.0 186.3 190.0 Lanes 1 2 0 1 2 0 0 1 1 0 1 0 Cap,vehfh 494 1451 95 477 1520 39 358 158 355 112 174 203 Arrive On Green 0.42 0.42 0.42 0.14 0.14 0.14 0.23 0.23 0.23 0.23 0.23 0.23 Sat Flow, vehlh 928 3450 226 853 3613 92 828 686 1546 25 759 885 Grp Volume(v), vehfh 25 270 265 123 222 220 63 0 119 66 0 0 Grp Sat Flow(s),vehfhfln 928 1863 1813 853 1863 1842 1514 0 1546 1668 0 0 Q Serve(g_s), s 0.7 3.5 3.5 4.8 3.8 3.8 0.0 0.0 2.3 0.0 0.0 0.0 Cycle Q Clear(g_c), s 4.5 3.5 3.5 8.3 3.8 3.8 1.0 0.0 2.3 1.1 0.0 0.0 Prop In Lane 1.00 0.12 1.00 0.05 0.65 1.00 0.05 0.53 Lane Grp Cap(c), veh/h 494 784 763 477 784 775 515 0 355 489 0 0 VIC Ratio(X) 0.05 0.35 0.35 0.26 0.28 0.28 0.12 0.00 0.34 0.13 0.00 0.00 Avail Cap(c a), vehfh 1139 2080 2024 1071 2080 2057 1743 0 1656 1874 0 0 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1,00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1,00 1.00 0.99 0.99 0.99 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), slveh 8.6 7.0 7.0 14.1 10.5 10.5 10.9 0.0 11.4 11.0 0.0 0.0 Incr Delay (d2), slveh 0.2 1.2 1.2 1.3 0.9 0.9 0.0 0.0 0.2 0.0 0.0 0.0 Initial Q Delay(d3),slveh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), vehfln 0.2 1.5 1.4 1.2 1.7 1.7 0.4 0.0 0.7 0.4 0.0 0.0 Lane Grp Delay (d), slveh 8.8 8.2 8.2 15.4 11.4 11.4 10.9 0.0 11.6 11,0 0.0 0.0 Lane Grp LOS A A A B B B B B B Approach Vol, vehfh 560 565 182 66 Approach Delay, slveh 8.2 12.2 11.4 11.0 Approach LOS A B B B Timer Assigned Phs 6 2 4 8 Phs Duration (G+Y+Rc), s 20.9 20.9 14.5 14.5 Change Period (Y+Rc), s 6.0 6.0 6.4 6.4 Max Green Setting (Gmax), s 39.6 39.6 38.0 38.0 Max Q Clear Time (g_c+I1), s 6.5 10.3 4.3 3.1 Green Ext Time (p_c), s 2.1 2.1 0.7 0,7 Intersection Summary HCM 2010 Ctrl Delay 10.4 HCM 2010 LOS B Notes K:IFTL_TPT01043629001-Mana Wynwood SAP 1Calcs\Synchro\Existing AM.syn Timings 18: NW 20th Street & NW 2nd Avenue Existing A.M. Peak Hour Lane Group EBL EBT WBT SBL SBT 06 o7 Lane Configurations ' +T 4' 11 1 Volume (vph) 131 467 341 137 7 Turn Type Perm NA NA Perm NA Protected Phases 5 1 3 6 7 Permitted Phases 5 3 Detector Phase 5 5 1 3 3 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 4.0 Minimum Split (s) 27.0 27.0 27.0 30.0 30.0 27.0 10.4 Total Split (s) 33.0 33.0 60.0 30.0 30.0 27.0 30.0 Total Split (%) 36.7% 36.7% 66.7% 33.3% 33.3% 30% 33% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.4 2.4 2.4 2.4 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.4 6.4 Lead/Lag Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Recall Mode Max Max Max Max Max Max Max Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0°/°), Referenced to phase 1:WBT and 5:EBTL, Start of Green Natural Cycle: 85 Control Type: Pretimed Splits and Phases: 18: NW 20th Street & NW 2nd Avenue # 13 18 T 33 ! 1(R) 60s 30s 418 #19 #19+ 1 06 #19 ^007 ! -11i. 005 (R) 33s 27s 30s K:\FTL_TPT0\043629001-Mana Wynwood SAP1Calcs\SynchrolExisting AM.syn HCM Signalized Intersection Capacity Analysis 18: NW 2Oth Street & NW 2nd Avenue Existing A.M. Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1 +11 li i Volume (vph) 131 467 6 0 341 47 0 0 0 137 7 224 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.4 6.4 Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 Frpb, pedlbikes 1.00 1.00 0.99 1.00 0.98 Flpb, pedlbikes 0.98 1.00 1.00 0.99 1.00 Frt 1.00 1.00 0.98 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1731 3531 3451 1759 1553 Flt Permitted 0.51 1.00 1.00 0.95 1.00 Satd. Flow (perm) 934 3531 3451 1759 1553 Peak -hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 138 492 6 0 359 49 0 0 0 144 7 236 RTOR Reduction (vph) 0 1 0 0 12 0 0 0 0 0 174 0 Lane Group Flow (vph) 138 497 0 0 396 0 0 0 0 144 69 0 Confl. Peds. (#!hr) 18 10 10 18 11 5 5 11 Turn Type Perm NA NA Perm NA Protected Phases 5 1 3 Permitted Phases 5 3 Actuated Green, G (s) 27.0 27.0 54.0 23.6 23.6 Effective Green, g (s) 27.0 27.0 54.0 23.6 23.6 Actuated g!C Ratio 0.30 0.30 0.60 0.26 0.26 Clearance Time (s) 6.0 6.0 6.0 6.4 6.4 Lane Grp Cap (vph) 280 1059 2070 461 407 Ws Ratio Prot 0.14 c0.11 0.04 'Ws Ratio Perm c0.15 c0.08 vlc Ratio 0.49 0.47 0.19 0.31 0.17 Uniform Delay, di 25.9 25.7 8.1 26.7 25.6 Progression Factor 1.04 1.05 0.00 1.00 1.00 Incremental Delay, d2 6.0 1.5 0.2 1.8 0.9 Delay (s) 32.9 28.5 0.2 28.4 26.5 Level of Service C C A C C Approach Delay (s) 29.4 0.2 0.0 27.2 Approach LOS C A A C Intersection Summary HCM 2000 Control Delay 20.5 HCM 2000 Level of Service HCM 2000 Volume to Capacity ratio 0.35 Actuated Cycle Length (s) 90.0 Sum of lost time (s) intersection Capacity Utilization 59.3% ICU Level of Service Analysis Period (min) 15 c Critical Lane Group K:IFTL_TPTO1043629001-Mara Wynwood SAP\Calcs\SynchrotExisting AM.syn Timings 19: NW lst Place & NW 20th Street Existing A.M. Peak Hour 4-- I Lane Group EBT WBT NBL NBT 01 03 07 Lane Configurations ftk /I+ Volume (vph) 611 365 24 5 Turn Type NA NA Perm NA Protected Phases 5 7 5 6 1 3 7 Permitted Phases 6 Detector Phase 5 7 5 6 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 4.0 Minimum Split (s) 27.0 27.0 27.0 27,0 30.0 10.4 Total Split (s) 33.0 27.0 27.0 60.0 30.0 30.0 Total Split (%) 36.7% 30.0% 30.0% 67% 33% 33°A Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.4 2.4 2.0 2.4 2.4 Lost Time Adjust (s) 0.0 0.0 0,0 Total Lost Time (s) 6.0 6.4 6.4 Lead/Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Recall Mode Max Max Max Max Max Max Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 1:WBTL and 5:EBTL, Start of Green Natural Cycle: 85 Control Type: Pretimed Splits and Phases: 19: NW 1st Place & NW 20th Street 18 = 13 I �# 03 01(R) 60 s 30 s # 18 --- 19 5 (R) =19 t06 =19 --*07 P 33 s ■27 s 30 s K:\FTL TPTO1043629001-Mana Wynwood SAP\Calcs\SynchrolExisting AM.syn HCM Signalized Intersection Capacity Analysis 19: NW 1st Place & NW 20th Street Existing A.M. Peak Hour f Movement EBL Lane Configurations Volume (vph) 0 Ideal Flow (vphpl) 1900 Total Lost time (s) Lane Util. Factor Frpb, pedlbikes Flpb, ped/bikes Frt Flt Protected Satd. Flow (prat) Fit Permitted Satd. Flow (perm) Peak -hour factor, PHF 0.97 Adj. Flow (vph) 0 RTOR Reduction (vph) 0 Lane Group Flow (vph) 0 Confl. Peds. (#lhr) 28 Turn Type Protected Phases Permitted Phases Actuated Green, G (s) Effective Green, g (s) Actuated g/C Ratio Clearance Time (s) Lane Grp Cap (vph) vfs Ratio Prot Ws Ratio Perm vlc Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 4 k 4\ 4/ EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 1t t I 611 0 0 365 7 24 5 19 0 0 0 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 6.0 6.0 6.4 6.4 0.95 0.95 1.00 0.95 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1,00 1.00 1.00 0.88 1.00 1.00 0.95 1.00 3539 3526 1767 3075 1.00 1.00 0.95 1.00 3539 3526 1767 3075 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 630 0 0 376 7 25 5 20 0 0 0 0 0 0 1 0 0 15 0 0 0 0 630 0 0 382 0 25 10 0 0 0 0 15 15 28 1 3 3 1 NA NA Perm NA 57 5 6 6 57.0 27.0 20.6 20.6 50.6 27.0 20.6 20.6 0.56 0.30 0.23 0.23 6.0 6.4 6.4 1989 1057 404 703 c0.18 c0.11 0.00 00.01 0.32 0.36 0.06 0.01 10.5 24.7 27.1 26.8 0.05 1.00 1.00 1.00 0.4 1.0 0.3 0.0 0.9 25.7 27.4 26.9 A C C C 0.9 25.7 27.2 0.0 A C C A 11.1 0.26 90,0 44.5% 15 HCM 2000 Leve€ of Service Sum of lost time (s) ICU Level of Service 18.8 A K:1FTL_TPT01043629001-Mana Wynwood SAP\Calcs\Synchro\Existing AM.syn Timings 20: N Miami Avenue & NW 20th Street Existing A.M. Peak Hour Lane Group EBL EBT EBR WBT WBR NBL NBT SBL SBT Lane Configurations Ili + r + if 4 +it Volume (vph) 78 284 183 297 156 3 164 162 1002 Turn Type Perm NA Perm NA Perm Perm NA Perm NA Protected Phases 2 6 8 4 Permitted Phases 2 2 6 8 4 Detector Phase 2 2 2 6 6 8 8 4 4 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 Total Split (s) 34.0 34,0 34.0 34.0 34.0 26.0 26.0 26.0 26.0 Total Split (%) 56.7% 56.7% 56.7% 56,7% 56.7% 43.3% 43.3% 43.3% 43.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.3 2.3 2.3 2.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6,0 6.0 6.0 6.0 6.3 6.3 Lead/Lag Lead -Lag Optimize? Recall Mode Max Max Max Max Max Max Max Max Max Intersection Summary Cycle Length: 60 Actuated Cycle Length: 60 Offset: 48 (80%), Referenced to phase 2:EBTL and 6:WBT, Start of Green Natural Cycle: 60 Control Type: Pretimed Splits and Phases: 20: N Miami Avenue & NW 20th Street 1 "1.02 (R) T 04 34 s 26 s8 4- P 06(R) 34s i 26s K:IFTL_TPTO1043629001-Marra Wynwood SAPICalcs\Synchro\Existing AM.syn HCM 2010 Signalized Intersection Summary 20: N Miami Avenue & NW 20th Street Existing A.M. Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SIR Lane Configurations " + lir I- r 414 41 Volume (veh/h) 78 284 183 0 297 156 3 164 14 162 1002 79 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow veh/hlln 186.3 186.3 186.3 0.0 186.3 186.3 190.0 186.3 190.0 190.0 186.3 190.0 Lanes 1 1 1 0 1 1 0 2 0 0 2 0 Cap. veh/h 447 869 736 0 869 737 62 951 81 199 846 67 Arrive On Green 0.47 0.47 0.47 0.00 0.47 0.47 0.33 0.33 0.33 0.33 0.33 0.33 Sat Flow, veh/h 912 1863 1576 0 1863 1578 0 2897 245 375 2577 205 Grp Volume(v), veh/h 82 299 193 0 313 164 90 0 101 639 0 670 Grp Sat Flow(s),vehlh/In 912 1863 1576 0 1863 1578 1491 0 1650 1499 0 1658 Q Serve(g_s), s 3.8 6.1 4.5 0.0 6.5 3.7 0.0 0.0 2.6 17.1 0.0 19.7 Cycle Q Clear(gc), s 10.3 6.1 4.5 0.0 6.5 3.7 19.7 0.0 2.6 19,7 0.0 19.7 Prop In Lane 1.00 1.00 0.00 1.00 0.03 0.15 0.27 0.12 Lane Grp Cap(c), veh/h 447 869 736 0 869 737 552 0 542 568 0 544 WC Ratio(K) 0.18 0.34 0.26 0.00 0.36 0.22 0.16 0.00 0.19 1.12 0.00 1.23 Avail Cap(c_a), veh/h 447 869 736 0 869 737 552 0 542 568 0 544 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0,00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 13.5 10.2 9.7 0.0 10.3 9.5 14.4 0.0 14.4 22.0 0,0 20.2 Incr Delay (d2), slveh 0.9 1.1 0.9 0.0 1.2 0.7 0.6 0.0 0.8 76.6 0.0 119.5 Initial Q Delay(d3),slveh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 °Toile Back of Q (50%), veh!In 0.9 2.7 1.7 0.0 2.9 1.4 1.0 0.0 1.1 20.3 0.0 25,6 Lane Grp Delay (d), s(veh 14.4 11.2 10.6 0.0 11.4 10.2 15.0 0.0 15.2 98.6 0.0 139.6 Lane Grp LOS B B B B B B B F F Approach Vol, vehlh 574 477 191 1309 Approach Delay, slveh 11.5 11.0 15.1 119.6 Approach LOS B B B F Timer Assigned Phs 2 6 8 4 Phs Duration (G+Y+Rc), s 34.0 34.0 26.0 26,0 Change Period (Y+Rc), s 6.0 6.0 6.3 6.3 Max Green Setting (Gmax), s 28.0 28.0 19.7 19.7 Max Q Clear Time (g_c+11), s 12.3 8.5 21.7 21.7 Green Ext Time (p c), s 1.4 1.4 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 67.1 HCM 2010 LOS E Notes K:1FTL_TPTQ1043629001-Mana Wynwood SAPICaIcs\Synchro\Existing AM.syn HCM 2010 TWSC 39: NW 5th Place & NW 20th Street Existing A.M. Peak Hour Intersection Intersection Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 55 530 34 7 361 9 20 5 8 5 11 42 Conflicting Peds, Or 2 0 6 6 0 2 5 0 1 1 0 5 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None - None - None Storage Length 65 65 - Veh in Median Storage, # 0 0 0 - 0 Grade, % 0 0 0 - 0 Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 59 564 36 7 384 10 21 5 9 5 12 45 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 399 0 0 605 0 0 922 1118 311 816 1131 208 Stage 1 - 704 704 409 409 Stage 2 - 218 414 - 407 722 - Follow-up Headway 2.22 - 2.22 - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Capacity-1 Maneuver 1156 - 969 - 225 206 685 269 202 798 Stage 1 - 394 438 590 594 Stage 2 - 764 591 592 429 Time blocked -Platoon, % - Mov Capacity-1 Maneuver 1150 964 195 192 679 248 189 791 Mov Capacity-2 Maneuver 294 297 - 363 298 Stage 1 372 414 - 557 587 Stage 2 698 584 - 545 405 Approach EB WB NB SB HCM Control Delay, s 0.7 0.2 16.8 12.2 HCM LOS C B Minor Lane / Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) HCM Lane WC Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes 341 1150 - 964 - - 559 0.103 0.051 - 0.008 - 0.11 16.8 8.298 - 8.764 - 12.2 C A A B 0.341 0.161 0.023 0.37 : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K,1FTL_TPT01043629001-Mana Wynwood SAP\Calcs\SynchrolExisting AM.syn HCM 2010 TWSC 40: NW 6th Avenue & NW 29th Street Existing A.M. Peak Hour Intersection Intersection Delay, slveh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, vehlh 24 437 50 8 266 5 13 13 6 1 14 8 Conflicting Peds, #Ihr 0 0 2 2 0 0 0 0 1 1 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None - - None - None Storage Length 0 Veh in Median Storage, # 0 0 0 0 Grade, % 0 0 0 0 Peak Hour Factor 84 84 84 84 84 84 84 84 84 84 84 84 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 29 520 60 10 317 6 15 15 7 1 17 10 Major/Minor Major1 Major2 Minorl Minor2 Conflicting Flow All 324 0 0 581 0 0 795 951 293 666 978 164 Stage 1 - 608 608 340 340 Stage 2 - 187 343 - 326 638 - Follow-up Headway 2.22 - 2.22 3.52 4.02 3.32 3.52 4.02 3.32 Pot Capacity-1 Maneuver 1233 989 278 258 703 345 249 852 Stage 1 - 450 484 648 638 Stage 2 - 797 636 661 469 Time blocked -Platoon, % - Mov Capacity-1 Maneuver 1231 - 987 - 250 246 701 313 237 850 Mov Capacity-2 Maneuver - 250 246 - 313 237 Stage 1 - 434 467 - 625 630 Stage 2 - - 757 628 - 609 452 Approach EB WB NB SB HCM Control Delay, s HCM LOS 0.5 0.2 18.8 17.3 C C Minor Lane! Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (vehlh) 250 296 1231 - 987 - - 321 HCM Lane V/C Ratio 0.041 0.094 0.023 - 0.01 - 0.085 HCM Control Delay (s) 20 18.4 7.994 0.1 - 8.683 0 - 17.3 HCM Lane LOS CC A A A A C HCM 95th %tile Q(veh) 0.129 0.308 0.071 0.029 - 0.278 Notes Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:1FTL TPT01043629001-Mana Wynwood SAPICaIcs\Synchro\Existing AM.syn HCM 2010 TWSC 41: NW 5th Place & NW 21st Terrace Existing A.M. Peak Hour Intersection Intersection Delay, slveh 6.2 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 3 29 17 1 50 18 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 3 32 18 1 54 20 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 35 0 57 19 Stage 1 19 Stage 2 38 Follow-up Headway - - 2.218 3.518 3.318 Pot Capacity-1 Maneuver - - 1576 950 1059 Stage 1 - 1004 - Stage 2 - 984 Time blocked -Platoon, % - Mov Capacity-1 Maneuver - - 1576 940 1059 Mov Capacity-2 Maneuver 940 Stage 1 1004 Stage 2 973 Approach HCM Control Delay, s HCM LOS EB 0 WB 6.9 Minor Lane f Major Mvmt NBLn1 EBT EBR WBL WBT NB 9 A Capacity (veh/h) 969 1576 - HCM Lane V/C Ratio 0.076 0.012 HCM Control Delay (s) 9 7.311 0 HCM Lane LOS A A A HCM 95th %tile 4(veh) 0.247 0.036 Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined k:1FTL_TPT01043629001-Mana Wynwood SAP\Calcs\SynchrolExisting AM.syn PM Peak Hour Timings 1: NW 5th Avenue & NW 29th Street Lane Group EBL EBT WBL WBT NBU NBL NBT SBL SBT Existing P.M. Peak Hour Lane Configurations 4T 41 00 Volume (vph) 96 325 37 461 14 92 187 23 47 Turn Type Perm NA Perm NA Perm Perm NA Perm NA Protected Phases 6 2 4 8 Permitted Phases 6 2 4 4 8 Detector Phase 6 6 2 2 4 4 4 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 33.7 33.7 33.7 33.7 20.5 20.5 20.5 26.1 26.1 Total Split (s) 40.9 40.9 40.9 40.9 34.1 34.1 34.1 34.1 34.1 Total Split (%) 54.5% 54.5% 54.5% 54.5% 45.5% 45.5% 45.5% 45.5% 45.5% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 0.7 0.7 0.7 0.7 0.1 0.1 0.1 0.1 0.1 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.7 4.7 4.1 4.1 Lead/Lag Lead -Lag Optimize? Recall Mode None None C-Min C-Min None None None None None Intersection Summary Cycle Length: 75 Actuated Cycle Length: 75 Offset: 0 (0%), Referenced to phase 2:WBTL, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Solits and Phases: 1: NW 5th Avenue & NW 29th Street 01) 04 02 40.9s 134,1s T 08 -111'06 40,9s i 134,1s i K:IFTL_TPT01043629001-1Vlana Wynwood SAP\Calcs\SynchrolExisting PM.syn HCM 2010 Signalized Intersection Summary 1: NW 5th Avenue & NW 29th Street Existing P.M. Peak Hour ,-- t Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT Lane Configurations 413) 41* 414 4 Volume (vehfh) 96 325 49 37 461 64 14 92 187 59 23 47 Number 1 6 16 5 2 12 7 4 14 3 8 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 0.99 0.99 1.00 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow vehlh/In 190.0 186.3 190.0 190.0 186.3 190.0 190.0 186.3 190.0 190.0 186.3 Lanes 0 2 0 0 2 0 0 2 0 0 2 Cap,vehlh 313 833 123 189 1154 156 356 555 174 256 385 Arrive On Green 0.40 0.40 0,40 0.13 0.13 0.13 0.28 0.28 0.28 0,28 0.28 Sat Flow,, vehlh 310 2085 309 106 2890 391 574 1965 616 293 1364 Grp Volume(v), vehlh 236 0 292 333 0 299 210 0 169 79 0 Grp Sat Flow(s),vehlhlin 1065 0 1639 1763 0 1624 1574 0 1580 1657 0 Q Serve(g s), s 0.8 0.0 3.6 0.0 0.0 4.7 1.0 0.0 2.4 0.0 0.0 Cycle Q Clear(g_c). s 5.5 0.0 3.6 4.6 0.0 4.7 2.7 0.0 2.4 0.9 0.0 Prop In Lane 0,46 0.19 0.13 0.24 0.49 0.39 0.33 Lane Grp Cap(c), vehlh 615 0 655 851 0 649 639 0 446 641 0 V!C Ratio(X) 0.38 0.00 0.45 0.39 0.00 0.46 0.33 0.00 0.38 0.12 0.00 Avail Cap(c_a), vehlh 1688 0 2145 2366 0 2126 1837 0 1714 1855 0 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1,00 Upstream Filter(I) 1.00 0.00 1.00 0.95 0.00 0.95 1.00 0.00 1,00 1.00 0.00 Uniform Delay (d), slveh 5,9 0.0 6.1 9.2 0.0 9.3 8.0 0.0 8.0 7.4 0,0 Incr Delay (d2), slveh 0.1 0.0 0.2 1.3 0.0 2.2 0.2 0.0 0.4 0.1 0.0 Initial Q Delay(d3),slveh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50°/0), vehlln 0.7 0.0 1.0 2.0 0.0 2.0 0.9 0.0 0.7 0.3 0.0 Lane Grp Delay (d), siveh 6.1 0.0 6.2 10.5 0.0 11.5 8.3 0.0 8.4 7.5 0.0 Lane Grp LOS A A B B A A A Approach Vol, vehlh 528 632 379 163 Approach Delay, slveh 6.2 10.9 8.3 7.6 Approach LOS A B A A Timer Assigned Phs 6 2 4 8 Phs Duration (G+Y+Rc), s 15.7 15.7 11.9 11.9 Change Period (Y+Rc), s 4.7 4.7 4.1 4.1 Max Green Setting (Gmax), s 36.2 36.2 30.0 30.0 Max Q Clear Time (g c+I1), s 7.5 6.7 4.7 3.2 Green Ext Time (p_c), s 2.7 2.7 2.8 2.8 Intersection Summary HCM 2010 Ctrl Delay 8.6 HCM 2010 LOS A Notes K:1FTL_TPT01043629001-Mana Wynwood SAP\CaIcs\SynchrolExisting PM.syn HCM 2010 Signalized Intersection Summary 1: NW 5th Avenue & NW 29th Street Existing P.M. Peak Hour 4, Movement SBR La Configurations Volume (veh/h) 75 Number 18 Initial Q (Qb), veh 0 Ped-Bike Adj(A_pbT) 0.99 Parking Bus Adj 1.00 Adj Sat Flow vehlhlln 190.0 Lanes 0 Cap, vehlh 403 Arrive On Green 0.28 Sat Flow, vehlh 1429 Grp Volume(v), vehlh 84 Grp Sat Flow(s),vehlh/In 1429 Q Serve(g_s), s 1.2 Cycle Q Clear(g_c), s 1.2 Prop In Lane 1.00 Lane Grp Cap(c). veh/h 403 VIC Ratio(X) 0.21 Avail Cap(c_a), veh/h 1550 HCM Platoon Ratio 1.00 Upstream Filter(I) 1.00 Uniform Delay (d), slveh 7.6 Ina- Delay (d2), slveh 0.2 Initial Q Delay(d3),slveh 0.0 Vile Back of Q (50%), vehlln 0.3 Lane Grp Delay (d), slveh 7.8 Lane Grp LOS A Approach Vol, vehlh Approach Delay, slveh Approach LOS Timer Assigned Phs Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I 1), s Green Ext Time (pc), s Intersection Summary K:IFTL_TPT0t043629001-Mana Wynwood SAPICaIcs\SynchrolExisting PM.syn Timings 2: NW 2nd Avenue & NW 29th Street Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 414 ' I 11 '4, Volume (vph) 80 311 91 408 56 407 21 162 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 6 2 4 8 Permitted Phases 6 2 4 8 Detector Phase 6 6 2 2 4 4 8 8 Switch Phase Minimum initial (s) 7.0 7.0 7,0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 33.1 33.1 33.1 33.1 24.2 24.2 24.2 24.2 Total Split (s) 46.0 46.0 46.0 46.0 29.0 29.0 29.0 29.0 Total Split (%) 61.3% 61.3% 61.3% 61.3% 38.7°/0 38.7% 38.7% 38.7% Yellow Time (s) 4.0 4.0 4.0 4,0 4.0 4.0 4.0 4.0 All -Red Time (s) 0.1 0.1 0.1 0,1 0.2 0.2 0.2 0.2 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.1 4.1 4.2 4.2 4.2 4.2 LeadfLag Lead -Lag Optimize? Recall Mode C-Min C-Min C-Min C-Min None None None None Intersection Summary__ Cycle Length: 75 Actuated Cycle Length: 75 Offset: 40 (53%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 2: NW 2nd Avenue & NW 29th Street Existing P.M. Peak Hour t c4 1 C2(P.) 46s ! 29s 96s i 29s i K:1FTL_TPTO1043629001-Mana Wynwood SAP\Calcs\Synchro\Existing PM.syn HCM 2010 Signalized Intersection Summary 2: NW 2nd Avenue & NW 29th Street Existing P.M. Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 1 ) Volume (vehfh) 80 311 45 91 408 60 56 407 63 21 162 46 Number 1 6 16 5 2 12 7 4 14 3 8 18 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Fed -Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 0.99 0.98 0.99 0.98 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow veh/h/In 190.0 186.3 190.0 190.0 186.3 190.0 186.3 186.3 190.0 186.3 186.3 190.0 Lanes 0 2 0 0 2 0 1 1 0 1 1 0 Cap, veh/h 239 733 103 241 782 113 618 677 105 413 600 169 Arrive On Green 0.32 0.32 0.32 0.32 0,32 0.32 0.43 0.43 0,43 0.43 0.43 0.43 Sat Flow, vehfh 282 2257 316 309 2406 347 1149 1572 243 901 1393 392 Grp Volume(v), vehfh 211 0 238 286 0 291 58 0 485 22 0 214 Grp Sat Flow(s),vehlh/In 1218 0 1636 1432 0 1631 1149 0 1815 901 0 1785 Q Serve(g_s), s 0.4 0.0 3.9 1.9 0.0 5.0 1.2 0.0 7.1 0.7 0.0 2.6 Cycle Q Clear(g_c), s 5.4 0.0 3.9 5.8 0.0 5.0 3.8 0.0 7.1 7.7 0.0 2,6 Prop In Lane 0.39 0.19 0.33 0.21 1.00 0.13 1.00 022 Lane Grp Cap(c),vehfh 543 0 532 606 0 530 618 0 782 413 0 769 V!C Ratio(X) 0.39 0.00 0.45 0.47 0.00 0.55 0.09 0.00 0.62 0.05 0.00 0.28 Avail Cap(c_a), vehfh 1742 0 2018 1928 0 2011 961 0 1324 682 0 1303 HCM Piatoon Ratio 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.96 0.00 0.96 0.29 0.00 0.29 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), slveh 8.8 0.0 9.1 9.5 0.0 9.4 7.5 0.0 7.5 10.5 0.0 6.3 lner Delay (d2), slveh 2.0 0.0 2.6 0.8 0,0 1.2 0.0 0.0 0.6 0.0 0.0 0.1 Initial Q Delay(d3),slveh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %Ile Back of Q (50%), vehfh 1.4 0.0 1.6 1.6 0.0 1.7 0.2 0.0 2.4 0.1 0.0 0.9 Lane Grp Delay (d), slveh 10.8 0.0 11.7 10.2 0.0 10.6 7.5 0.0 8.1 10.5 0.0 6.4 Lane Grp LOS 8 B B B A A B A Approach Vol, veh/h 449 577 543 236 Approach Delay, slveh 11.3 10.4 8.0 6.8 Approach LOS B B A A Tuner Assigned Phs 6 2 4 8 Phs Duration (G+Y+Rc), s 15.1 15.1 18.8 18.8 Change Period (Y+Rc), s 4.1 4.1 4.2 4.2 Max Green Setting (Gmax), s 41.9 41.9 24.8 24.8 Max Q Clear Time (g c+I1), s 7.4 7.8 9.1 9.7 Green Ext Time (p_c), s 2.3 2.3 3.5 3.5 Intersection Summary HCM 2010 Ctrl Delay 9.4 HCM 2010 LOS A Notes K:1FTL_TPTQ1043629001-Mana Wynwood SAPICaIcs\Synchro\Existing PM.syn Timings 3: N Miami Avenue & NW 29th Street/NE 29th Street Lane Group EBL EBT WBL WBT NBT SBT Lane Configurations 414 41 ft+ 4 Volume (vph) 97 277 69 348 1152 533 Turn Type Perm NA Perm NA NA NA Protected Phases 4 8 6 2 Permitted Phases 4 8 Detector Phase 4 4 8 8 6 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 24.0 24.0 24,0 24.0 24.0 24.0 Total Split (s) 54.0 54.0 54.0 54.0 96.0 96.0 Total Split (%) 36.0% 36.0% 36,0% 36.0% 64.0% 64.0% Yellow Time (s) 4.0 4.0 4.0 4,0 4.0 4.0 Ail -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None C-Min C-Min Intersection Summary Existing P.M. Peak Hour Cycle Length: 150 Actuated Cycle Length: 150 Offset: 88 (59%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 55 Control Type: Actuated -Coordinated Splits and Phases: 3: N Miami Avenue & NW 29th Street/NE 29th Street 1 # 02 070 -10'04 96 s 54 s F 1 to6 (R) oS 96s i 54s K:1PTL_TPTO1043629001-Mana Wynwood SAP\Calcs\Synchro\Existing PM.syn HCM 2010 Signalized Intersection Summary 3: N Miami Avenue & NW 29th Street/NE 29th Street Existing P.M. Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4T 4 t Volume (veh/h) 97 277 46 69 348 133 0 1152 100 0 533 155 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.99 0.99 0.99 0.99 1.00 0.99 1.00 1.00 Parking Bus Adj 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 Adj Sat Flow vehlh/In 190.0 186.3 190.0 190.0 186.3 190.0 0.0 186.3 190.0 0.0 186.3 190.0 Lanes 0 2 0 0 2 0 0 2 0 0 2 0 Cap, veh/h 239 607 102 171 733 270 0 1488 129 0 1223 354 Arrive On Green 0.68 0.68 0.68 0.34 0.34 0.34 0.00 0.44 0.44 0.00 0.44 0.44 Sat Flow, veh/h 398 1773 299 264 2141 789 0 3379 293 0 2777 803 Grp Volume(v), veh/h 171 0 258 295 0 266 0 648 630 0 364 338 Grp Sat Flow(s),vehlhfln 832 0 1637 1653 0 1542 0 1863 1809 0 1863 1717 Q Serve(g_s), s 3.5 0.0 4.0 1.7 0.0 7.6 0.0 16.5 16.5 0.0 7.5 7.6 Cycle Q Clear(g_c), s 11.1 0.0 4.0 7.2 0.0 7.6 0.0 16.5 16.5 0.0 7,5 7.6 Prop In Lane 0.58 0.18 0.24 0.51 0.00 0.16 0.00 0.47 Lane Grp Cap(c), veh/h 388 0 560 646 0 528 0 820 796 0 820 756 VIC Ratio(X) 0.44 0.00 0.46 0.46 0.00 0.50 0,00 0.79 0.79 0.00 0.44 0,45 Avail Cap(c_a), veh/h 993 0 1424 1473 0 1341 0 3037 2949 0 3037 2800 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.97 0.00 0.97 1.00 0.00 1.00 0.00 0.83 0.83 0.00 1.00 1.00 Uniform Delay (d), sfveh 7.7 0.0 6.4 14.2 0.0 14.4 0.0 13.2 13.3 0.0 10.7 10.8 Incr Delay (d2), slveh 0.6 0.0 0.4 0.4 0.0 0.6 0.0 6.4 6.6 0.0 1.7 1.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %Ile Back of Q (50%), vehfln 1.0 0.0 1.2 2.9 0.0 2.7 0.0 7.9 7.8 0.0 3.3 3.1 Lane Grp Delay (d), slveh 8.3 0.0 6.8 14.6 0.0 15,0 0.0 19.6 19.9 0.0 12.5 12.7 Lane Grp LOS A A B B B B B B Approach Vol, veh/h 429 561 1278 702 Approach Delay, slveh 7.4 14.8 19.7 12.6 Approach LOS A B B B Timer Assigned Phs 4 8 6 2 Phs Duration (G+Y+Rc), s 24.9 24.9 30.3 30.3 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 48.0 48.0 90.0 90.0 Max Q Clear Time (g_c+11), s 13.1 9.6 18.5 9.6 Green Ext Time (p_c), s 5.8 5.8 5.8 5.8 intersection Summary HCM 2010 Ctrl Delay 15.3 HCM 2010 LOS B Notes K:IFTL_TPTO1043629001-Mans Wynwood SAPICalcs\Synchro\Existing PM.syn HCM 2010 TWSC 4: NW 5th Avenue & NW 25th Street Existing P.M. Peak Hour Intersection Intersection Delay, slveh 6.1 Movement WBL WBR NBT NBR SBL SBT Vol, vehlh 54 64 141 0 0 124 Conflicting Peds, #!hr 11 3 0 10 10 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - Veh in Median Storage, # 0 0 - 0 Grade, % 0 - 0 - 0 Peak Hour Factor 86 86 86 86 86 86 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 63 74 164 0 0 144 MajorlMinor Minorl Major1 Major2 Conflicting Flow At 268 103 0 0 175 0 Stage 1 180 Stage 2 88 Follow-up Headway 3.52 3.32 2.22 Pot Capacity-1 Maneuver 699 932 - 1399 Stage 1 833 - Stage 2 925 Time blocked -Platoon, Mov Capacity-1 Maneuver 687 916 - 1387 Mov Capacity-2 Maneuver 687 - Stage 1 825 - - - - Stage 2 917 - - - Approach HCM Control Delay, s HCM LOS Minor Lane f Major Mvmt Capacity (veh/h) HCM Lane VIC Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes WB 10.5 B NB 0 SB 8.9 NBU NBT NBR WBLn1 SBU SBL SBT 795 942 1387 - 0.173 0.009 - - 10.5 8.9 8.9 B A A 0.621 0.026 0 - : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:1FTL_TPT01043629001-Mans Wynwood SAP1CaIcs\SynchrolExisting PM.syn HCM 2010 TWSC 5: NW 2nd Avenue & NW 25th Street Existing P.M. Peak Hour Intersection Intersection Delay, s/veh 2.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, vehlh 0 0 0 23 19 30 24 540 27 25 294 33 Conflicting Peds, #Ihr 38 0 18 18 0 38 149 0 48 48 0 149 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - - None - None - - None Storage Length - Veh in Median Storage, # 0 0 - 0 - 0 Grade, % 0 0 - 0 0 Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 25 20 32 26 581 29 27 316 35 Major/Minor Minorl Majorl Major2 Conflicting Flow All 1073 1090 782 352 0 0 648 Stage 1 685 685 - - - Stage 2 388 405 - - - Follow-up Headway 3.518 4.018 3.318 2,218 - 2.218 Pot Capacity-1 Maneuver 244 215 394 1207 - 938 Stage 1 500 448 - Stage 2 686 598 - - Time blocked -Platoon, % - Mov Capacity-1 Maneuver 191 # 0 334 1057 - - 822 Mov Capacity-2 Maneuver 191 # 0 Stage 1 466 # 0 Stage 2 576 # 0 Approach WB NB SB HCM Control Delay, s 25,5 0.3 0.7 HCM LOS D Minor Lane I Major Mvmt NBL NBT NBR WBLn1 SBL SBT SBR Capacity (vehlh) 1057 - 252 822 HCM Lane VIC Ratio 0,024 - - 0.307 0.033 HCM Control Delay (s) 8.491 0 - 25.5 9.528 0 HCM Lane LOS A A D A A HCM 95th %tile Q(veh) 0.075 - - 1.258 0.101 Notes 0 : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:1FTL_TPTO1043629001-Mana Wynwood SAP 1Calcs\Synchro\Existing PM.syn HCM 2010 TWSC 6: NW 6th Avenue & NW 24th Street Existing P.M. Peak Hour Intersection Intersection Delay, slveh 1.7 Movement WBL WBR NOT NBR SBL SBT Vol, vehlh 22 15 121 11 9 74 Conflicting Peds, #/hr 0 1 0 5 5 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 82 82 82 82 82 82 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 27 18 148 13 11 90 Major/Minor Minorl Majorl Major2 Conflicting Flow All 267 160 0 0 162 0 Stage 1 155 - - Stage 2 112 - Follow-up Headway 3.518 3.318 - 2.218 Pot Capacity-1 Maneuver 722 885 - 1417 Stage 1 873 - Stage 2 913 - Time blocked -Platoon, °/o Mov Capacity-1 Maneuver 713 881 - 1411 Mov Capacity-2 Maneuver 713 - - Stage 1 872 - Stage2 902 - - Approach HCM Control Delay, s HCM LOS Minor Lane / Major Mvmt WB 9.9 A NB 0 NBT NBR WBLn1 SBL SBT SB 0.8 Capacity (vehlh) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes 773 1411 - 0.058 0.008 9.9 7.571 0 A A A - 0.186 0.024 Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error: Computation Not Defined K:1FTL_TPTO1043629001-Mana Wynwood SAP1Calcs\Synchro\Existing PM.syn HCM 2010 TWSC 7: NW 5th Avenue & NW 24th Street Existing P.M. Peak Hour Intersection Intersection Delay, slveh 1.4 Movement EBL HT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, vehlh 21 5 5 0 0 0 6 79 31 24 48 24 Conflicting Peds, #/hr 15 0 6 6 0 15 8 0 4 4 0 8 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - None Storage Length Veh in Median Storage, # 0 0 - - 0 - 0 - Grade, % 0 0 - - 0 - 0 - Peak Hour Factor 83 83 83 83 83 83 83 83 83 83 83 83 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 25 6 6 0 0 0 7 95 37 29 58 29 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 258 343 66 102 0 0 133 0 0 Stage 1 196 196 - - - Stage 2 62 147 - - - Follow-up Headway 3.52 4.02 3.32 2.22 - 2.22 Pot Capacity-1 Maneuver 709 578 984 1488 - 1449 Stagel 818 737 - - - Stage 2 953 774 - - - Time blocked -Platoon, % Mov Capacity-1 Maneuver 688 # 0 965 1478 - 1439 Mov Capacity-2 Maneuver 688 # 0 - - - Stage 1 808 # 0 - - - Stage 2 936 # 0 - - - Approach HCM Control Delay, s HCM LOS EB 10.2 B NB 0.4 Minor Lane l Major Mvmt NBL NBT NBR EBLn1 SBU SBL SBT SBR Capacity (vehlh) 1478 - 728 - 1439 HCM Lane V!C Ratio 0.005 - 0.051 - 0.02 HCM Control Delay (s) 7.448 0 10.2 HCM Lane LOS A A 8 HCM 95th %tile Q(veh) 0.015 - - 0.162 - 0.061 Notes SB 0 : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:1FTL_TPT01043629001-Mana Wynwood SAP\Calcs\SynchrolExisting PM.syn HCM 2010 TWSC 8: NW 2nd Avenue & NW 24th Street Existing P.M. Peak Hour Intersection Intersection Delay, slveh 1.7 Movement EBL EBR NBL NBT SBT SBR Vol, vehlh 34 67 0 565 315 0 Conflicting Peds, #lhr 1 2 126 0 0 126 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - Veh in Median Storage, # 0 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 37 73 0 614 342 0 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 958 471 344 0 - 0 Stage 1 344 - - Stage2 614 - - Follow-up Headway 3.518 3.318 2.218 - - PotCapacity-1 Maneuver 285 593 1215 - Stage 1 718 - - Stage 2 540 Time blocked -Platoon, % - Mov Capacity-1 Maneuver 284 530 1087 Mov Capacity-2 Maneuver 284 Stage 1 717 Stage 2 539 Approach EB NB SB HCM Control Delay, s 17 0 0 HCM LOS C Minor Lane / Major Mvmt NBU NBL NBT EBLn1 SBT SBR Capacity (vehlh) - 1087 - 410 HCM Lane V/C Ratio - - 0.268 HCM Control Delay (s) - - 17 HCM Lane LOS C HCM 95th %tile Q(veh) 0 - 1.067 Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:FTL_TPTO1043629001-Mana Wynwood SAP\Calcs\SynchrolExisting PM.syn HCM 2010 TWSC 9: NW 6th Avenue & NW 23rd Street Existing P.M. Peak Hour Intersection Intersection Delay, s/veh 1.6 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 34 8 140 7 3 90 Conflicting Peds, #/hr 0 0 0 1 1 0 Sign Control Stop Stop Free Free Free Free RT Channelized None - None - None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 86 86 86 86 86 86 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 40 9 163 8 3 105 Major/Minor Minorl Majorl Major2 Conflicting Flow Ail 279 168 0 0 171 0 Stage 1 167 - - - Stage 2 112 - - Follow-up Headway 3.518 3.318 2.218 Pot Capacity-1 Maneuver 711 876 - - 1406 Stage 1 863 Stage 2 913 - Tirne blocked -Platoon, % Mov Capacity-1 Maneuver 709 875 1405 Mov Capacity-2 Maneuver 709 - - Stage 1 863 - - - Stage 2 910 - - Approach HCM Control Delay, s HCM LOS Minor Lane f Major Mvmt WB 10.2 B NB 0 NBT NBR WBLn1 SBL SBT SB 0.2 Capacity (vehlh) HCM Lane VIC Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes 736 1405 - 0.066 0,002 10.2 7.569 0 B A A 0.213 0.007 Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:IFTL_TPT01043629001-Mana Wynwood SAP\Calcs\SynchrolExisting PM.syn HCM 2010 TWSC 10: NW 5th Avenue & NW 23rd Street (South) Existing P.M. Peak Hour Intersection Intersection Delay, s/veh 2.4 Movement EBL EBR NBL NBT SBT SBR Vol, vehlh 23 2 0 13 12 37 Conflicting Peds, #!hr 0 0 7 0 0 7 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - 0 Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 73 73 73 73 73 73 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 32 3 0 18 16 51 Major/Minor Minor2 Majors Major2 Conflicting Flow All 25 23 16 0 - 0 Stage 1 16 - Stage 2 9 - Follow-up Headway 3.519 3.319 2,218 - - Pot Capacity-1 Maneuver 989 1053 1602 - Stage 1 1006 - Stage 2 1013 - Time blocked -Platoon, % Mov Capacity-1 Maneuver 989 1047 1593 - Mov Capacity-2 Maneuver 989 - - Stage 1 1006 - - Stage 2 1013 Approach EB NB SB HCM Control Delay, s 8.8 0 0 HCM LOS A Minor Lane/ Major Mvmt NBL NBT EBLn1 SBU SBT SBR Capacity (vehlh) 1593 993 HCM Lane VIC Ratio - - 0.034 HCM Control Delay (s) 0 8.8 HCM Lane LOS A A HCM 95th %tile Q(veh) 0 - 0.107 Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:\FTL_TPT01043629001-Mana Wynwood SAP\Calcs\Synchro\Existing PM.syn HCM 2010 TWSC 11: NW 5th Avenue & NW 23rd Street (North) Existing P.M. Peak Hour Intersection Intersection Delay, slveh 7.2 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 10 80 30 0 0 42 Conflicting Peds, #/hr 3 13 0 9 9 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - Veh in Median Storage, # 0 0 - 0 Grade, % 0 0 - 0 Peak Hour Factor 78 78 78 78 78 78 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 13 103 38 0 0 54 Major/Minor Minorl Majorl Major2 Conflicting Flow All 98 41 0 0 51 0 Stage 1 54 Stage 2 44 - - - Follow-up Headway 3.52 3.32 Pot Capacity-1 Maneuver 890 1021 Stage 1 962 Stage 2 973 Time blocked -Platoon, % Mov Capacity-1 Maneuver 874 1002 - - 1541 Mov Capacity-2 Maneuver 874 Stage 1 952 Stage 2 966 Approach HCM Control Delay, s HCM LOS WB 9.1 A NB 0 SB 8.4 Minor Lane / Major Mvmt NBU NBT NBR WBLn1 SBU SBL SBT Capacity (vehlh) 986 1073 1541 HCM Lane V/C Ratio - - 0,117 0.008 - HCM Control Delay (s) - 9.1 8.4 8.4 HCM Lane LOS A A A HCM 95th %tile Q(veh) - - 0.396 0.025 0 - Notes Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:1FTL_TPT01043629001-Mana Wynwood SAP\Caics\SynchrolExisting PM.syn HCM 2010 TWSC 13: NW 6th Avenue & NW 22nd Street Existing P.M. Peak Hour Intersection Intersection Delay, siveh 0.5 Movement WBL WBR NBT NBR SBL SBT Vol, vehlh 11 2 144 9 0 115 Conflicting Pads, #Ihr 0 0 0 1 1 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 - 0 - 0 Grade, % 0 0 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, °/° 2 2 2 2 2 2 Mvmt Flow 13 2 169 11 0 135 MaiorfMinor Minorl Majorl Major2 Conflicting Flow All 310 176 0 0 180 0 Stage 1 175 Stage 2 135 Follow-up Headway 3.518 3.318 - 2.218 Pot Capacity-1 Maneuver 682 867 - - 1396 Stage 1 855 - - - Stage 2 891 - - Time blocked -Platoon, % - Mov Capacity-1 Maneuver 681 866 - - 1395 Mov Capacity-2 Maneuver 681 - Stage 1 855 - Stage 2 890 Approach WB NB SB HCM Control Delay, s 10.2 0 0 HCM LOS B Minor Lane 1 Major Mvmt NBT NBR WBLn1 SBL SBT Capacity (veh/h) HCM Lane WC Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes 704 1395 - 0.022 - 10.2 0 B A - 0,067 0 Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:1FTL_TPTO1043629001-Mana Wynwood SAP1Calcs\Synchro\Existing PM.syn HCM 2010 TWSC 14: NW 5th Avenue & NW 22nd Street Existing P.M. Peak Hour Intersection Intersection Delay, slveh 2.9 Movement EBL EBR NBL NBT SBT SBR Vol, vehlh 10 0 0 0 0 14 Confiicting Peds, #Ihr 0 0 19 0 0 19 Sign Control Stop Stop Free Free Free Free RT Channeiized - None - None - None Storage Length 0 - - Veh in Median Storage, # 0 - 0 0 - Grade, % 0 - 0 0 - Peak Hour Factor 75 75 75 75 75 75 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 13 0 0 0 0 19 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 9 28 19 0 0 Stage 1 9 - Stage 2 0 - - Follow-up Headway 3.518 3.318 2.218 - Pot Capacity-1 Maneuver 1011 1047 1597 - - Stage 1 1014 - - Stage 2 - - Time blocked -Platoon, % - Mov Capacity-1 Maneuver 1011 1030 1572 - Mov Capacity-2 Maneuver 1011 - - - Stage 1 1014 Stage 2 Approach EB NB SB HCM Control Delay, s 8.6 0 0 HCM LOS A Minor Lane! Major Mvmt NBL NBT EBLn1 SBU SBT SBR Capacity (vehlh) 1572 - 1011 HCM Lane VIC Ratio - - 0.013 HCM Control Delay (s) 0 - 8.6 HCM Lane LOS A A HCM 95th %tile Q(veh) 0 - 0.04 Notes Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:\FTL_TPTO1043629001-Mana Wynwood SAPICalcs\SynchrolExisting PM.syn HCM 2010 TWSC 15: NW 3rd Avenue & NW 22nd Street Existing P.M. Peak Hour Intersection Intersection Delay, s/veh 6.5 Movement EBT EBR WBL WBT NBL NBR Vol, vehlh 8 16 23 11 33 52 Conflicting Peds, #Ihr 0 6 6 0 9 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None None Storage Length - 100 0 Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 84 84 84 84 84 84 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 10 19 27 13 39 62 Major/Minor Majorl Major2 Minorl Conflicting Flow Ali 0 0 38 0 96 34 Stage 1 - 28 Stage 2 - 68 Follow-up Headway - 2.218 - 3.518 3.318 Pot Capacity-1 Maneuver - 1572 903 1039 Stage 1 - - 995 Stage 2 - - 955 Time blocked -Platoon, % - - - Mov Capacity-1 Maneuver - 1564 - 877 1026 Mov Capacity-2 Maneuver - 877 Stage 1 - 988 Stage 2 - 934 Approach HCM Control Delay, s HCM LOS EB WB NB 0 5 8.9 A Minor Lane! Major Mvmt NBLn1 NBLn2 EBT EBR WBL WBT Capacity (vehlh) 877 1026 - 1564 - HCM Lane VIC Ratio 0.045 0.06 - 0.018 HCM Control Delay (s) 9.3 8.7 - 7.343 0 HCM Lane LOS A A A A HCM 95th %tile Q(veh) 0.141 0.192 - 0.053 - Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:1FTL_TPT01043629001-Mana Wynwood SAPICalcs\Synchro\Existing PM.syn HCM 2010 TWSC 16: NW 2nd Avenue & NW 22nd Street Existing P.M. Peak Hour Intersection Intersection Delay, s/veh 1.2 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 47 6 5 370 220 26 Conflicting Peds, #Ihr 3 0 24 0 0 24 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 100 0 Veh in Median Storage, # 0 - 0 0 - Grade, % 0 - 0 0 - Peak Hour Factor 88 88 88 88 88 88 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 53 7 6 420 250 30 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 700 292 283 0 0 Stage 1 268 - Stage 2 432 - Follow-up Headway 3.518 3.318 2.218 Pot Capacity-1 Maneuver 405 747 1279 Stage 1 777 - - Stage 2 655 - Time blocked -Platoon, % Mov Capacity-1 Maneuver 401 730 1253 Mov Capacity-2 Maneuver 401 Stage 1 775 Stage 2 649 Approach HCM Control Delay, s HCM LOS EB 14.8 B NB 0.1 Minor Lane! Ma or Mvmt NBL NBT EBLn1 EBLn2 SBT SBR SB 0 Capacity (vehlh) 1253 - 401 730 HCM Lane VIC Ratio 0.005 - 0.133 0.009 HCM Control Delay (s) 7.886 0 15.4 10 HCM Lane LOS A A C B HCM 95th %tile Q(veh) 0.014 - 0.456 0.028 Notes Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:1FTL_TPT01043629001-Mang Wynwood SAP\Caics\SynchrolExisting PM.syn Timings 17: NW 3rd Avenue & NW 20th Street Existing P.M. Peak Hour Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations' 1 + r 4 Volume (vph) 46 417 85 492 134 55 188 4 16 Turn Type Perm NA Perm NA Perm NA Perm Perm NA Protected Phases 6 2 4 8 Permitted Phases 6 2 4 4 8 Detector Phase 6 6 2 2 4 4 4 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 28.0 28.0 28.0 28.0 24.4 24.4 24.4 24.4 24.4 Total Split (s) 45.6 45.6 45.6 45.6 44.4 44.4 44.4 44.4 44.4 Total Split (%) 50.7% 50.7% 50.7% 50.7% 49.3% 49.3% 49.3% 49.3% 49.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2,0 2.0 2.0 2.0 2.4 2.4 2.4 2.4 2.4 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.4 6.4 6.4 Lead/Lag Lead -Lag Optimize? Recall Mode C-Min C-Min C-Min C-Min None None None None None Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 55 Control Type: Actuated -Coordinated Splits and Phases: 17: NW 3rd Avenue & NW 20th Street 1 4702 S.) s 04 45.6s 44.4s t�6 01) #s08 45.6 s i 44.4 s K:IFTL_TPT01043629001-Mana Wynwood SAP1Calcs\Synchro\Existing PM.syn HCM 2010 Signalized Intersection Summary 17: NW 3rd Avenue & NW 20th Street Existing P.M. Peak Hour Movement ESL EST EBR WBL WBT WBR NBL NOT NBR SBL SOT SBR Lane Configurations ft 4 *I r 4 Volume (vehlh) 46 417 26 85 492 20 134 55 188 4 16 26 Number 1 6 16 5 2 12 7 4 14 3 8 18 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Fed -Bike Adj(A_pbT) 0.98 0.94 0.97 0.94 0.98 0.98 0.99 0.98 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flaw vehlhlln 186.3 186.3 190.0 186.3 186.3 190.0 190.0 186.3 186.3 190,0 186.3 190.0 Lanes 1 2 0 1 2 0 0 1 1 0 1 0 Cap,veh/h 415 1472 92 477 1510 61 400 132 386 116 164 231 Arrive On Green 0.43 0,43 0.43 0.14 0.14 0.14 0.25 0.25 0.25 0.25 0.25 0.25 Sat Flow, vehlh 806 3456 216 864 3545 144 959 531 1555 50 662 930 Grp Volume(v), vehlh 53 257 252 98 297 292 217 0 216 53 0 0 Grp Sat Flow(s),vehlhlln 806 1863 1809 864 1863 1827 1491 0 1555 1642 0 0 Q Serve(g_s), s 1.9 3.5 3.5 4.0 5.5 5.5 3.8 0.0 4.6 0.0 0.0 0.0 Cycle Q Clear(g_c), s 7.4 3.5 3.5 7.5 5.5 5.5 4.7 0.0 4.6 0.9 0.0 0,0 Prop In Lane 1,00 0.12 1.00 0.08 0.71 1.00 0.09 0.57 Lane Grp Cap(c), vehlh 415 793 770 477 793 778 532 0 386 511 0 0 VIC Ratio(X) 0.13 0.32 0.33 0.21 0.37 0.38 0.41 0.00 0.56 0.10 0.00 0.00 Avail Cap(c_a), vehlh 911 1938 1882 1008 1938 1901 1620 0 1552 1696 0 0 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.95 0.95 0.95 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), slveh 10.5 7.3 7.3 14.3 11.8 11.8 12.4 0.0 12.5 11.1 0.0 0.0 Incr Delay (d2), s/veh 0.6 1.1 1.1 0.9 1.3 1.3 0.2 0.0 0.5 0.0 0.0 0.0 Initial Q Delay(d3),slveh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 Voile Back of Q (50%), vehlln 0.4 1.5 1.4 1.0 2.6 2.6 1.5 0.0 1.6 0.3 0.0 0.0 Lane Grp Delay (d), slveh 11.2 8.4 8.4 15.2 13.0 13.1 12.6 0.0 13.0 11.1 0.0 0.0 Lane Grp LOS B A A B BBB B B Approach Vol, veh/h 562 687 433 53 Approach Delay, slveh 8.6 13.4 12.8 11.1 Approach LOS A B B B Tuner Assigned Phs 6 2 4 8 Phs Duration (G+Y+Rc), s 22.2 22,2 15.8 15.8 Change Period (Y+Rc), s 6.0 6.0 6.4 6.4 Max Green Setting (Gmax), s 39.6 39.6 38.0 38.0 Max Q Clear Time (g_c+11), s 9.4 9.5 6.7 2.9 Green Ext Time (pc), s 2.4 2.4 1.4 1.5 Intersection Summary HCM 2010 Ctrl Delay 11.6 HCM 2010 LOS B Notes K:1FTL_TPTO1043629001-Mana Wynwood SAP\Calcs\SynchrolExisting PM.syn Timings 18: NW 20th Street & NW 2nd Avenue Existing P.M. Peak Hour -0 1- t Lane Group EBL EBT WBT SBL SBT 06 e7 Lane Configurations ''fir flfrr Volume (vph) 157 421 461 100 2 Turn Type Perm NA NA Perm NA Protected Phases 5 1 3 6 7 Permitted Phases 5 3 Detector Phase 5 5 1 3 3 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 4.0 Minimum Split (s) 27.0 27.0 27.0 30.0 30.0 27.0 10.4 Total Split (s) 33.0 33.0 60.0 30.0 30.0 27.0 30.0 Total Split (%) 36.7% 36.7% 66.7% 33.3% 33.3% 30% 33% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.4 2.4 2.4 2.4 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.4 6.4 LeadlLag Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Recall Mode Max Max Max Max Max Max Max Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 78 (87%), Referenced to phase 1:WBT and 5:EBTL, Start of Green Natural Cycle: 85 Control Type: Pretimed Splits and Phases: 18: NW 20th Street & NW 2nd Avenue =18 # 18 * 03 E 01 (R) 60s 30s 18 #19 A. (€t) #19 106 #19 07 R 05 33 s 27 s 30 s K.\FTL_TPT01043629001-Mana Wynwood SAP1Calcs\Synchro\Existing PM.syn HCM Signalized Intersection Capacity Analysis 18: NW 20th Street & NW 2nd Avenue Existing P.M. Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ,I vi T Volume (vph) 157 421 9 0 461 119 0 0 0 100 2 157 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6,4 6,4 Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 Frpb, pedlbikes 1.00 1.00 0.96 1.00 0.98 Flpb, pedlbikes 0.93 1.00 1.00 0.99 1.00 Frt 1.00 1.00 0.97 1,00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1643 3519 3285 1759 1553 Fit Permitted 0.36 1.00 1.00 0.95 1.00 Satd. Flow (perm) 627 3519 3285 1759 1553 Peak -hour factor, PHF 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph) 178 478 10 0 524 135 0 0 0 114 2 178 RTOR Reduction (vph) 0 1 0 0 26 0 0 0 0 0 131 0 Lane Group Flow (vph) 178 487 0 0 633 0 0 0 0 114 49 0 Conti. Peds. (#/hr) 89 55 55 89 8 5 5 8 Turn Type Perm NA NA Perm NA Protected Phases 5 1 3 Permitted Phases 5 3 Actuated Green, G (s) 27.0 27.0 54.0 23.6 23.6 Effective Green, g (s) 27.0 27.0 54.0 23.6 23.6 Actuated g/C Ratio 0.30 0.30 0.60 0.26 0.26 Clearance Time (s) 6.0 6.0 6.0 6.4 6.4 Lane Grp Cap (vph) 188 1055 1971 461 407 vls Ratio Prot 0.14 c0.19 0.03 vis Ratio Perm c0.28 c0.06 vlc Ratio 0.95 0.46 0.32 0.25 0.12 Uniform Delay, di 30.8 25.6 8.9 26.2 25.3 Progression Factor 0.87 0.84 0.01 1.00 1.00 Incremental Delay, d2 52.5 1.4 0.4 1.3 0.6 Delay (s) 79.3 23.0 0.5 27.5 25.9 Level of Service E C A C C Approach Delay (s) 38.1 0.5 0.0 26.5 Approach LOS D A A C Intersection Summary HCM 2000 Control Delay 20.7 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.55 Actuated Cycle Length (s) 90.0 Sum of lost time (s) 18.8 Intersection Capacity Utilization 60.9% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043629001-Mana Wynwood SAP\Calcs\SynchrolExisting PM.syn Timings 19: NW 1st Place & NW 20th Street Existing P.M. Peak Hour Lane Group EBL EBT WBT NBL NBT 01 03 07 Lane Configurations ++ +1 " + Volume (vph) 4 522 503 80 30 Turn Type Perm NA NA Perm NA Protected Phases 5 7 5 6 1 3 7 Permitted Phases 5 7 6 Detector Phase 5 7 5 7 5 6 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 4.0 Minimum Split (s) 27.0 27.0 27.0 27,0 30,0 10.4 Total Split (s) 33.0 27.0 27.0 60.0 30.0 30.0 Total Split (%) 36.71% 30.0% 30.0% 67% 33% 33% Yellow Time (s) 4.0 4.0 4.0 4,0 4.0 4.0 All -Red Time (s) 2.0 2.4 2.4 2.0 2.4 2.4 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.4 6.4 Lead/Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Recall Mode Max Max Max Max Max Max Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 78 (87%), Referenced to phase 1:WBTL and 5:EBTL, Start of Green Natural Cycle: 85 Control Type: Pretimed Splits and Phases: 19: NW 1st Place & NW 20th Street 18 !o 1(R) R18 • 03 60s 30s 18 :19 --M� S (R) 419 4` 06 7-19 '"0 p 7 ! 33s 27s 30s K:1FTL_TPT01043629001-Mana Wynwood SAP 1CalcstSynchro\Existing PM.syn HCM Signalized Intersection Capacity Analysis 19: NW 1st Place & NW 20th Street Existing P.M. Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SST SBR Lane Configurations 11' "ir Vi +1 Volume (vph) 4 522 0 0 503 9 80 30 30 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.4 6.4 Lane Util. Factor 0.95 0.95 1.00 0.95 Frpb, pedlbikes 1.00 1.00 1.00 0.99 Flpb, pedlbikes 1.00 1.00 0.99 1.00 Frt 1.00 1.00 1.00 0.93 Flt Protected 1.00 1.00 0.95 1.00 Satd. Flow (prat) 3536 3519 1758 3237 Flt Permitted 0.95 1.00 0.95 1.00 Satd. Flow (perm) 3369 3519 1758 3237 Peak -hour factor, PHF 0.85 0.85 0.85 0.85 0,85 0.85 0.85 0.85 0.85 0.85 0.85 0,85 Adj. Flow (vph) 5 614 0 0 592 11 94 35 35 0 0 0 RTOR Reduction (vph) 0 0 0 0 1 0 0 27 0 0 0 0 Lane Group Flow (vph) 0 619 0 0 602 0 94 43 0 0 0 0 Confl. Peds. (#lhr) 119 43 43 119 5 8 8 5 Turn Type Perm NA NA Perm NA Protected Phases 5 7 5 6 Permitted Phases 5 7 6 Actuated Green, G (s) 57.0 27.0 20.6 20.6 Effective Green, g (s) 50.6 27.0 20.6 20.6 Actuated gIC Ratio 0.56 0.30 0.23 0.23 Clearance Time (s) 6.0 6.4 6.4 Lane Grp Cap (vph) 1894 1055 402 740 Ws Ratio Prot c0.17 0.01 vis Ratio Perm c0.18 c0.05 vlc Ratio 0.33 0.57 0.23 0.06 Uniform Delay, di 10.6 26.6 28.3 27.1 Progression Factor 0.15 1.42 1.00 1.00 Incremental Delay, d2 0.4 2.1 1.4 0.2 Delay (s) 2.1 39.9 29.6 27,3 Level of Service A D C C Approach Delay (s) 2.1 39.9 28,6 0.0 Approach LOS A D C A Intersection Summary HCM 2000 Control Delay 21.7 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.39 Actuated Cycle Length (s) 90.0 Sum of lost time (s) 18.8 Intersection Capacity Utilization 44.5% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group K:IFTL_TPTO1043629001-Mana Wynwood SAP\Calcs\Synchro\Existing PM.syn Timings 20: N Miami Avenue & NW 20th Street Existing P.M. Peak Hour 4- t Lane Group EBL EBT EBR WBT WBR NBL NBT SBL SBT Lane Configurations II + r + r 41 4T Volume (vph) 110 293 82 324 178 16 613 131 298 Turn Type Perm NA Perm NA Perm Perm NA Perm NA Protected Phases 2 6 8 4 Permitted Phases 2 2 6 8 4 Detector Phase 2 2 2 6 6 8 8 4 4 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 24.3 24.3 24.3 24.0 24.0 24.3 24.3 24.3 24.3 Total Split (s) 56.0 56.0 56.0 56.0 56.0 34.0 34.0 34.0 34.0 Total Split (%) 62.2% 62.2% 62.2% 62.2% 62.2% 37.8% 37.8% 37.8% 37.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.3 2.3 2.3 2.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.3 6.3 Lead/Lag Lead -Lag Optimize? Recall Mode Max Max Max Max Max Max Max Max Max Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 78 (87%), Referenced to phase 2:EBTL and 6:WBT, Start of Green Natural Cycle: 50 Control Type: Pretimed Splits and Phases: 20: N Miami Avenue & NW 20th Street 111-002(R) ■ 04 56 s 34 s'} 108 !06(R) 56s i 34s K:IFTL_TPTO\043629001-Mana Wynwood SAP1Calcs\SynchrolExisting PM.syn HCM 2010 Signalized Intersection Summary 20: N Miami Avenue & NW 20th Street Existing. P.M. Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations j + r 1- r 4i 41 Volume (vehfh) 110 293 82 0 324 178 16 613 20 131 298 93 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0,99 1.00 0.99 1.00 0.98 1.00 0.99 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow vehlh/in 186.3 186.3 186.3 0.0 186.3 186.3 190.0 186.3 190.0 190.0 186.3 190.0 Lanes 1 1 1 0 1 1 0 2 0 0 2 0 Cap, vehfh 473 1035 872 0 1035 873 49 922 29 162 383 120 Arrive On Green 0.18 0.18 0.18 0.00 0.56 0.56 0,31 0,31 0.31 0.31 0.31 0.31 Sat Flow, vehfh 864 1863 1570 0 1863 1571 22 2994 95 271 1243 389 Grp Valume(v), vehfh 117 312 87 0 345 189 319 0 371 143 0 412 Grp Sat Fiow(s),vehlhfin 864 1863 1570 0 1863 1571 1435 0 1677 282 0 1622 Q Serve(g_s), s 10.8 13.0 4.1 0.0 9.1 5.5 1.3 0.0 17 7 10.0 0.0 21.2 Cycle Q Clear(g_c), s 19.9 13.0 4.1 0.0 9.1 5.5 22.6 0.0 17.7 27.7 0.0 21.2 Prop In Lane 1.00 1.00 0.00 1.00 0.05 0.06 0.97 0.24 Lane Grp Cap(c), vehlh 473 1035 872 0 1035 873 484 0 516 166 0 499 VIC Ratio(X) 0.25 0.30 0.10 0.00 0.33 0.22 0.66 0.00 0.72 0.86 0.00 0.83 Avail Cap(c a), vehlh 473 1035 872 0 1035 873 484 0 516 166 0 499 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), slveh 28.5 21.7 18.0 0.0 10.9 10.1 26.3 0.0 27.7 41.8 0.0 28.9 Incr Delay (d2), slveh 1.2 0.7 0.2 0.0 0.9 0.6 6.9 0.0 8.4 40.7 0.0 14.5 Initial Q Delay(d3),sfveh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 °/vile Back of Q (50%), vehfl n 2.7 6.7 1.7 0.0 4.1 2.1 6.9 0.0 8.5 5.1 0.0 10.6 Lane Grp Delay (d), slveh 29.8 22.4 18.3 0.0 11,8 10.7 33.2 0.0 36.1 82.5 0.0 43.4 Lane Grp LOS C C B B B C D F D Approach Vol, vehfh 516 534 690 555 Approach Delay, sfveh 23.4 11.4 34.7 53.4 Approach LOS C B C D Timer Assigned Phs 2 6 8 4 Phs Duration (G+Y+Rc), s 56.0 56.0 34.0 34,0 Change Period (Y+Rc), s 6.0 6.0 6.3 6.3 Max Green Setting (Gmax), s 50.0 50.0 27.7 27.7 Max Q Clear Time (g_c+11), s 21.9 11.1 24.6 29.7 Green Ext Time (p_c), s 1.5 1.5 1.9 0,0 Intersection Summary HCM 2010 Ctri Delay HCM 2010 LOS Notes 31.3 K:1FTL_TPTO1043629001-Mana Wynwood SAP\Calcs\Synchro\Existing PM.syn HCM 2010 TINSC 39: NW 5th Place & NW 20th Street Existing P.M. Peak Hour Intersection Intersection Delay, slveh 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, vehlh 58 482 34 12 586 48 41 29 8 8 12 80 Conflicting Peds, #!hr 16 0 9 9 0 16 4 0 6 6 0 4 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - None - None - None Storage Length 65 - - 65 - - - Veh in Median Storage, # 0 0 - 0 - - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 64 536 38 13 651 53 46 32 9 9 13 89 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 710 0 0 579 0 0 1054 1426 309 1129 1418 374 Stagel - - - 689 689 - 710 710 Stage 2 - - - 365 737 - 419 708 Follow-up Headway 2.22 - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Capacity-1 Maneuver 885 - 991 - 180 134 687 159 136 623 Stage 1 - - 402 445 391 435 Stage 2 - - 627 423 582 436 Time blocked -Platoon, % - Mov Capacity-1 Maneuver 873 - 978 135 121 674 128 123 612 Mov Capacity-2 Maneuver - 245 227 243 242 Stagel - 371 410 361 427 Stage 2 - - 505 415 484 402 Approach EB WB NB SB HCM Control Delay, s 1 0.2 26.3 15 HCM LOS D C Minor Lane! Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 254 873 - 978 - - 469 HCM Lane VIC Ratio 0.341 0.074 - 0,014 - - 0.237 HCM Control Delay (s) 26.3 9.452 8.732 - - 15 HCM Lane LOS D A A C HCM 95th %tile Q(veh) 1.453 0.239 - 0,041 - - 0.913 Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:IFTL_TPTO1043629001-Mana Wynwood SAP\CaIcs\Synchro\Existing PM.syn HCM 2010 TWSC 40: NW 6th Avenue & NW 29th Street Existing P.M. Peak Hour Intersection Intersection Delay, slveh 5.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, vehlh 35 464 23 9 601 6 54 61 34 8 7 22 Conflicting Peds, #/hr 5 0 6 6 0 5 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None - - None - None Storage Length - 0 - - - Veh in Median Storage, # 0 - - 0 - 0 - 0 Grade, % 0 - 0 0 - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 38 510 25 10 660 7 59 67 37 9 8 24 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 667 0 0 535 0 0 953 1286 274 1049 1296 340 Stage 1 - 599 599 - 684 684 Stage 2 - - - - 354 687 - 365 612 Follow-up Headway 2.22 - - 2.22 - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Capacity-1 Maneuver 919 - - 1029 - 214 163 724 182 161 656 Stage 1 - - - 455 489 405 447 Stage 2 - - 636 446 627 482 Time blocked -Platoon, % - - - Mov Capacity-1 Maneuver 914 - - 1024 - - 186 151 720 106 149 653 Mov Capacity-2 Maneuver - - 186 151 - 106 149 Stage 1 - - - 428 460 - 381 440 Stage 2 - - - - 589 439 - 475 454 Approach EB WB NB SB HCM Control Delay, s 0.8 0.2 41.9 23.3 HCM LOS E C Minor Lane / Major Mvmt NBLn1 NBLn2 EBL EDT EBR WBL WBT WBR SBLn1 Capacity (vehlh) 186 206 914 1024 - - 237 HCM Lane WC Ratio 0.213 0.603 0.042 - 0.01 - 0.172 HCM Control Delay (s) 29.5 45.9 9.112 0.2 - 8.55 0.1 - 23.3 HCM Lane LOS D E A A A A C HCM 95th %tile Q(veh) 0.777 3.414 0.132 - 0.029 - 0.606 Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined k:1FTL_TPT01043629001-Mana Wynwood SAP\Calcs\Synchro\Existing PM.syn HCM 2010 TWSC 41: NW 5th Place & NW 21st Terrace Existing P.M. Peak Hour Intersection Intersection Delay, s/veh 6.1 Movement EBT EBR WBL WBT NBL NBR Vol, vehlh 4 80 27 4 107 23 Conflicting Peds, #Ihr 0 1 1 0 2 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - 0 Veh in Median Storage, # 0 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 86 86 86 86 86 86 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 5 93 31 5 124 27 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 100 0 120 54 Stage 1 53 Stage 2 - 67 Follow-up Headway - - 2.218 - 3.518 3.318 Pot Capacity-1 Maneuver - 1493 - 876 1013 Stage 1 - - - 970 Stage 2 - - 956 Time blocked -Platoon, °/° Mov Capacity-1 Maneuver - 1492 - 855 1010 Mov Capacity-2 Maneuver - - - 855 Stage 1 - - - 968 Stage 2 - - 935 Approach HCM Control Delay, s HCM LOS EB 0 WB 6.5 Minor Lane! Major Mvmt NBLn1 EBT EBR WBL WBT NB 9.9 A Capacity (vehlh) 879 - - 1492 - HCM Lane VIC Ratio 0.172 - - 0.021 HCM Control Delay (s) 9.9 - - 7.465 0 HCM Lane LOS A A A HCM 95th %tile Q(veh) 0.619 - - 0.064 Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:FTL_TPTO1043629001-Mana Wynwood SAPICalcs\Synchro\Existing PM.syn APPENDIX F: Growth Trend Analysis Historic FDOT Count Station Growth Calculations Historic Growth Rate Comparison Table Historic Trend Analysis (5-year) (Linear) Historic Trend Analysis (10 year) (Linear) 143 SR 5/US-1 - 200 feet south of NE 36th Street -2.08% -3.87% 5005 SR 7/US-441/NW 7th Avenue - 200 feet south of NW 21st Street 0.00% -1.43% 5058 SR 5/US-1 - 200 feet north of NE 29th Street -0.46% -1.94% 5077 SR 25/U5-27/NW 36th Street - 200 feet east of 1-95 13.23% 6.63% Average 2.67% -0.15% FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2012 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 0143 - SR 5/US-1, 200. S NE 36 ST YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2012 29500 C N 15600 S 14500 2011 28500 C N 15500 S 13000 2610 29000 C N 14000 S 15000 2009 31000 C N 16000 S 15000 2468 31500 C N 16500 S 15000 2007 33000 C N 17500 S 15500 2405 29500 C N 16000 S 13500 2005 43500 C N 21000 S 22500 2004 38000 C N 21500 S 16500 2003 43500 C N 21500 S 22000 2002 46500 C N 22500 S 24000 2001 39500 C N 19500 S 20000 2000 47000 C N 24000 S 23000 1999 40000 C N 22500 5 17500 1998 47000 C N 24000 S 23000 1997 38500 C N 19000 S 19500 9.00 55.70 10.60 9.00 55.10 8.60 8..98 54.08 8.60 8.99 53.24 2.10 9.09 55.75 2.60 8.01 54.34 2.70 7.97 54.22 2.60 8.80 53.80 4.40 9.00 53.30 4.40 8.80 53.40 6.10 9.80 52.30 4.00 8.20 53.50 5.50 8.20 53.10 3.20 9.10 52.70 4.90 9.30 52.70 2.50 9.10 64.50 2.30 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE 8 = SECOND YEAR. ESTIMATE; T = THIRD YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 I5 STANDARDK, PRIOR YEARS ARE K30 VALUES • TRAFFIC TRENDS SR 5/US-1 -- 200 feet south of NE 36th Street County: Station #: Highway: 35000 30000 25000 ai ? 20000 w-. r I— 15000 �;, 10000 as L Qt 5000 0 2008 Observed Count Fitted Curve 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 k fill! i l 2013 2018 2023 Year 2028 2033 2038 **Annual Trend Increase: Trend R-squared: Trend Annual Historic Growth Rate: Trend Growth Rate (2012 to Design Year): Printed: -650 63.1% -2.08% -2.27% 7-May-15 Straight Line Growth Option Miami -Dade 143 SR 5/US-1 Year Traffic (ADT/AADT) Count* Trend** 2008 31500 31200 2009 31000 30600 2010 29000 29900 2011 28500 29300 2012 29500 28600 2020 Opening Year Trend 2020 N/A 23400 2030 Mid -Year Trend 2030 N/A 16900 2040 Design Year Trend 2040 N/A 10400 TRANPLAN Forecasts/Trends "Axle -Adjusted TRAFFIC TRENDS SR 5/US-1 -- 200 feet south of NE 36th Street County: Station #: Highway: Miami -Dade 143 SR 5/US-1 50000 40000 C Observed Count Fitted Curve p 30000 - — 1 a7 a> :E 20000 - a) E 10000 it •� 0 iiiiiiAiiiiiiii—Iiiiiiiii 0 2003 2008 2013 2018 2023 2028 2033 2038 as a) co -10000 — m -20000 — -30000 Year . Annual Trend Increase: -1,588 Trend R-squared: 67.6% Trend Annual Historic Growth Rate: -3.87% Trend Growth Rate (2012 to Design Year): -5.97% Printed: 7-May-15 Straight Line Growth Option Year Traffic (ADT!AADT) Count* Trend** 2003 43500 40800 2004 38000 39300 2005 43500 37700 2006 29500 36100 2007 33000 34500 2008 31500 32900 2009 31000 31300 2010 29000 29700 2011 28500 28100 2012 29500 26600 2020 Opening Year Trend 2020 N/A 13900 2 30 Mid -Year Trend 2030 N/A -2000 2040 Design Yea Trend 2040 N/A -17900 TRANPLAN Forecasts/Trends 'Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2012 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 5005 - SR 7/US-441/NW 7 AV, 200' S OF NW 21 ST. YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2012 22500 C N 12500 S 10000 9.00 55.70 6.00 2011 21400 C N 11500 S 9900 9.00 55.10 7.86 2010 23000 C N 12000 S 11000 8.98 54,08 7.10 2009 22500 C N 12000 S 16500 8.99 53.24 5.40 2008 22000 C N 11500 S 10500 9.09 55.75 4.70 2007 25500 C N 13500 S 12000 8.01 54.34 5.40 2006 18600 C N 9800 S 8800 7.97 54.22 3.30 2005 25000 C N 1350.0 S 11500 8.80 53.80 2.40 2004 30500 C N 15000 S 15500 9.00 53.30 9.50 2003 21900 C N 12000 S 9900 8.80 53.40 5.70 2002 203.00 C N 11000 S 9360 9_80 52.30 5.10 2001 19400 C N 10500 S 6900 8.20 53.50 5.40 2000 21000 C N 11000 S 10000 8.20 53.10 9.80 1999 26000 C IS 15000 S 11000 9.10 52.7❑ 4..20 1998 21000 C N 11000 S 10000 9.30 52.70 3.30 1997 19600 C N 10500 S 9100 9.10 64.50 2.70 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDPIIDK, PRIOR YEARS ARE K30 VALUES TRAFFIC TRENDS SR 7/US-441/NW 7th Avenue -- 200 feet south of NW 21st Street County: Station #: Highway: Miami -Dade 5005 SR 7/U5-441/NW 7th Avenue Average Daily Traffic (VehicleslDay) 25000 20000 15000 10000 5000 0 IIIIM0bserved Count +Fiited Curve 2008 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 2013 2018 2023 Year 2028 2033 2038 ** Annual Trend Increase: Trend R-squared: Trend Annual Historic Growth Rate: Trend Growth Rate (2012 to Design Year): Printed: -10 0.1 % 0.00% -0.05% 7-May-15 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2008 22000 22300 2009 22500 22300 2010 23000 22300 2011 21400 22300 2012 22500 22300 2020 Opening Year Trend 2020 N/A 22200 2030 Mid -Year Trend 2030 N/A 22100 2040 Design Yea Trend 2040 N/A 22000 TRANPLAN Forecasts/Trends "Axle -Adjusted TRAFFIC TRENDS SR 7IUS-4411NW 7th Avenue -- 200 feet south of NW 21st Street County: Station #: Highway: Miami -Dade 5005 SR 7/US-441/NW 7th Avenue Average Daily Traffic (Vehicles/Day) 35000 30000 — 25000 — '- 20000 - 15000 — 10000 - 5000 0 GEM Observed Coun Fitted Curve I I I 2003 2008 2013 2018 2023 2028 2033 2038 Year **Annual Trend Increase: Trend R-squared: Trend Annual Historic Growth Rate: Trend Growth Rate (2012 to Design Year): Printed: -364 12.1% - 1.43% - 1.68% 7-May-15 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2003 21900 24900 2004 30500 24600 2005 25000 24200 2006 18600 23800 2007 25500 23500 2008 22000 23100 2009 22500 22700 2010 23000 22400 2011 21400 22000 2012 22500 21700 2020 Opening Year Trend 2020 N/A 18700 2030 Mid -Year Trend 2030 N/A 15100 2040 Design Year Trend 2040 N/A 11500 TRANPLAN Forecasts/Trends *Axle -Adjusted FLORIDA DEPARTMENT OP TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2012 HISTORICAL AADT REPORT COUNTY a 87 - MTAMI-DADE SITE: 5058 - SR 5/US-1, 200' N NE 29 ST YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2012 37000 C N 19500 S 17500 9.00 55.70 5.80 2011 26500 C N 14000 S 12500 9.00 55.10 4.50 2010 32000 F N 15000 S 17000 8.98 54.08 4.40 2009 33000 C N 15500 S 17500 B.99 53.24 3.40 2008 34500 C N 17500 S 17000 9.09 55.75 3.70 2007 33500 C N 16000 S 17500 8.01 54.34 3.10 2005 29000 C N 15000 S 14000 7.97 54.22 4.90 2005 34500 C N 16500 S 18000 8.80 53.80 1.80 2004 43000 C N 21500 S 21500 9.00 53.30 6.20 2003 37500 C N 18000 S 19500 8.80 53.40 4.80 2002 38500 C N 19000 S 19500 9.80 52.30 3.40 2001 39000 C N 19000 S 20000 8.20 53.50 5.30 2000 42500 C N 23000 S 19500 8.20 53.10 3.10 1999 38000 C N 18500 S 19500 9.10 52.70 3.10 1998 41000 C N 21500 S 19500 9.30 52.70 2.50 1997 35000 C N 17500 S 17500 9.10 64.50 2.30 AADT FLAGS_ C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; K = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 I5 STANDARDK, PRIOR YEARS ARE K30 VALUES TRAFFIC TRENDS SR 5/US-1 -- 200 feet north of NE 29th Street County: Station #: Highway: Miami -Dade 5058 SR 5/US-1 Average Daily Traffic (Vehicles/Day) 40000 35000 30000 25000 20000 15000 10000 5000 0 2008 ®Observed Count Fitted Curve I I"''I 11 1 1 I E I I I{ f l l l i l l l l 1 1 1 2013 2018 2023 Year 2028 2033 2038 `* Annual Trend Increase: Trend R-squared: Trend Annual Historic Growth Rate: Trend Growth Rate (2012 to Design Year): Printed: -150 0.4% -0.46% -0.46% 7-May-15 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2008 34500 32900 2009 33000 32800 2010 32000 32600 2011 26500 32500 2012 37000 32300 2020 Opening Year Trend 2020 N/A 31100 2030 Mid -Year Trend 2030 N/A 29600 2040 Design Year Trend 2040 N/A 28100 TRANPLAN Forecasts/Trends 'Axle -Adjusted TRAFFIC TRENDS SR 5I11S-1 -- 200 feet north of NE 29th Street County: Station #: Highway: Miami -Dade 5058 SR 5/US-1 50000 45000 40000 - ar CI m 35000 - 0 o 30000 - U LE 25000 - as r >. 20000 - 0 ar 15000 - cm a 10000 5000 - ®Observed Count Fitted Curve 0 1 1 1 1 1 1 1 1 I 1 I 1 I I i 1 I l it 2003 2008 2013 2018 2023 2028 2033 2038 Year — Annual Trend Increase: Trend R-squared: Trend Annual Historic Growth Rate: Trend Growth Rate (2012 to Design Year): Printed: -724 22.9% -1.94% -2.35% 7-May-15 Straight Line Growth Option Year Traffic (ADT/AADT) Count* Trend** 2003 37500 37300 2004 43000 36600 2005 34500 35900 2006 29000 35100 2007 33500 34400 2008 34500 33700 2009 33000 33000 2010 32000 32200 2011 26500 31500 2012 37000 30800 2020 Opening Year Trend 2020 N/A 25000 2030 Mid -Year Trend 2030 N/A 17800 2040 Design Year Trend 2040 N/A 10500 TRANPLAN Forecasts/Trends "Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2012 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 5077 - SR 25/FJS-27/NW 36 STD 200. E I-95 YEAR AADT ➢IRECTION 1 DIRECTION 2 *10 FACTOR ➢ FACTOR T FACTOR 2012 22000 C E 11000 W 11000 2011 21500 C E 11500 W 10000 2010 23500 C E 13000 W 10500 2009 17100 C E 8700 W 8400 2008 13900 C E 7500 W 6400 2007 15600 C E 9700 W 5900 2006 13500 C E 7700 W 5800 2005 14900 C E 8400 W 6500 2004 17200 C E 8500 W 8700 2003 14700 C E 8100 W 6600 2002 16000 C E 7700 W 6300 2001 14500 C E 7800 W 6700 2000 14600 C E 7500 W 7100 1999 15200 C E 7600 W 7600 1998 12900 C E 6700 W 6200 1997 11100 C E 6000 W 5100 9.00 55.70 4.20 9.00 55.10 4.10 8.98 54.08 4.10 8.99 53.24 4.20 9.09 55.75 3.00 8.01 54.34 3.70 7.97 54.22 4.50 8.80 53.80 5.30 9.00 53.30 5.30 8.80 53.40 6.10 9.80 52.30 11.00 8.20 53.50 6.10 8.20 53.10 13.40 9.10 52.70 3.50 9.30 52.70 16.00 9.10 64.50 21.40 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S =SECONID YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARD], PRIOR YEARS ARE K30 VALUES TRAFFIC TRENDS SR 25/US-27/NW 36th Street -- 200 feet east of 1-95 County: Station #: Highway: Miami -Dade 5077 SR 25/US-27/NW 36th Street Average Daily Traffic (Vehicles/Day) 90000 80000 — 70000 — 60000 50000 — 40000 — 30000 — 20000 — 10000 0 ®Observed Count Fitted Curve 2008 2013 2018 2023 2028 2033 2038 Year ". Annual Trend Increase: 2,060 Trend R-squared: 67.0% Trend Annual Historic Growth Rate: 13.23% Trend Growth Rate (2012 to Design Year): 8.69% Printed: 7-May-15 Straight Line Growth Option Year Traffic (ADTIAADT) Count* Trend** 2008 13900 15500 2009 17100 17500 2010 23500 19600 2011 21500 21700 2012 22000 23700 2020 Opening Year Trend 2020 N/A 40200 2030 Mid -Year Trend 2030 N/A 60800 2040 Design Year Trend 2040 N/A 81400 TRANPLAN Forecasts/Trends `Axle -Adjusted TRAFFIC TRENDS SR 25/US-27/NW 36th Street -- 200 feet east of 1-95 County: Station #: Highway: Miami -Dade 5077 SR 25/US-27/NW 36th Street Average Daily Traffic (Vehicles/Day) 50000 45000 — 40000 35000 30000 — 25000 20000 15000 T 10000 - 5000 0 ®Observed Count Fitted Curve 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 k 1 2003 2008 2013 2018 2023 2028 2033 2038 Year Annual Trend Increase: Trend R-squared: Trend Annual Historic Growth Rate: Trend Growth Rate (2012 to Design Year): Printed: 896 55.4% 6.63% 4.19% 7-May-15 Straight Line Growth Option Year Traffic (ADTIAADT) Count* Trend** 2003 14700 13400 2004 17200 14300 2005 14900 15100 2006 13500 16000 2007 15600 16900 2008 13900 17800 2009 17100 18700 2010 23500 19600 2011 21500 20500 2012 22000 21400 2020 Opening Year Trend 2020 N/A 28600 2030 Mid -Year Trend 2030 NIA 37600 2040 Design Year Trend 2040 N/A 46500 TRANPLAN Forecasts/Trends *Axle -Adjusted SERPM Model Plots Area -Wide Growth Rate Calculations from 2005 and 2035 M-D MPO FSUTMS Model Street Name 2005 2035 Difference Annual Growth Growth Rate Rate N-S 1 NW 2nd Avenue 15,298 16,486 1,188 7.77% 0.26% 2 14,845 17,954 3,109 20.94% 0.70% 3 15,958 17,337 1,379 8.64% 0.29% 4 16,957 19,228 2,271 13.39% 0.45% 5 18,919 22,467 3,548 18.75% 0.63% 6 14,482 16,573 2,091 14.44% 0.48% 7 14,587 18,022 3,435 23.55% 0.78% 8 14,061 15,953 1,892 13.46% 0.45% 9 N Miami Avenue 25,377 35,559 10,182 40.12% 1.34% 10 23,424 27,904 4,480 19.13% 0.64% 11 15,711 23,522 7,811 49.72% 1.66% 12 15,711 23,522 7,811 49.72% 1.66% 13 15,043 22,855 7,812 51.93% 1.73% 14 11,910 20,158 8,248 69.25% 2.31% 15 5,004 10,869 5,865 117.21% 3.91% 16 5,091 9,907 4,816 94.60% 3.15% 17 NE 2nd Avenue 14,935 26,986 12,051 80.69% 2.69% 18 14,836 19,599 4,763 32.10% 1.07% 19 14,900 26,905 12,005 80.57% 2.69% 20 8,332 17,458 9,126 109.53% 3.65% 21 Biscayne Boulevard 22,552 34,634 12,082 53.57% 1.79% 22 20,718 30,718 10,000 48.27% 1.61% 23 24,157 , 34,035 9,878 40.89% 1.36% 24 26,337 37,014 10,677 40.54% 1.35% 25 24,498 31,899 7,401 30.21% 1.01% E-W 26 N 20th Street 7,859 18,055 10,196 129.74% 4.32% 27 6,586 11,230 4,644 70.51% 2.35% 28 7,635 13,984 6,349 83.16% 2.77% 29 5,693 9,536 3,843 67.50% 2.25% 30 13,789 21,487 7,698 55.83% 1.86% 31 8,151 14,065 5,914 72.56% 2.42% 32 8,932 15,196 6,264 70.13% 2.34% 33 N 29th Street 19,485 19,482 -3 -0.02% 0.00% 34 17,072 17,079 7 0.04% 0.00% 35 12,276 8,861 -3,415 -27.82% -0.93% 36 13,546 11,947 -1,599 -11.80% -0.39% 37 15,712 18,877 3,165 20.14% 0.67% 38 14,073 8,938 -5,135 -36.49% -1.22% 39 9,442 15,011 5,569 58.98% 1.97% 40 N 36th Street 7,374 17,657 10,283 139.45% 4.65% 41 5,294 12,856 7,562 142.84% 4.76% 42 5,575 12,914 7,339 131.64% 4.39% 43 7,810 13,126 5,316 68.07% 2.27% 44 7,810 13,784 5,974 76.49% 2.55% 45 12,690 17,217 4,527 35.6794 1.19% 46 20,707 24,724 4,017 19.40% 0.65% Total 641,154 893,590 252,436 1.31% K:\FTL_TPT0\043629001-Mans Wynwood SAP \CaIcs\Growth\Growth Rate Summary.xis • N 4 0 Ln Ul 18 1 1r 0 34 209915948 c' 6320 ,8107 1 2727 5737 7398 .off; 4922, 1�1 2 z�? tt 91 383ss 5683 40259 22241 28534- 73 tit 247 669 24670 w � 6944 117 `-� ' 33699 on 6: .03 W 0 4 6744 O. iPP CO • 629 677 1 -s Low Wynwoad/Midtown 2005 Volumes SERPM 6.5.4 00 as 4010 4O))6 5496 8441 N N 3801 `C) 'Fa 9251 W 4.1 01/4 O HJ CP9 10074 cp ,9r10074 dl Crs r 0 iw N 95821/40 12480 CO `° • Mr 6033 6435 N 1/40 N 4 6041 12382 N 43329 u, O 1/40 45186 12690 207 6249 6047 ▪ N W O 1420 2293 <8309 4592 .A 6� i11 Crs 15053 m V 20707 SLU ] I -a v 207 I 60 '5331 5331 V w 4n 4 4.0 r N 60 1/40 h 14010 •:.�.a�a., N 3323 `\\, N 611 `\'2935 65 5 4482 4442 j 1305 0' • Me 17016 N M 114 341 1 d34610180 4096 00 N 1.0 44'1 °` 122600 S34 30534 w 8176' 4182 4101 " 4633 nn, 1273 ✓ a O N 10761 11524 vt rn l.J N 12439 \0 j N C6 5660 w 15559 3`1Po 1.73 94445 (Licensed to Kimsey -Horn and Associates, Inc.) L43. 18:•1 383 9o�by •�kl� - SS ti� 1 16315 19485 6085 70 192I -40259 7374 Wynwood/Midtown 2005 Volumes SERPM 6.5.4 12382 73 1" 9483 1::3 5575 7810 7810 43329 45186 12690 c to ry 20707 m 19485 1557 1714 7635 i 5693 13789 . 991— 2161 v 7079 _. 3289 15948 ° 22-241 5033 20991 �.2?!'91 28534— / m 6320 24670 w `1 6944 117 -8107 5737 3801 fi29 5496 844® ,�.2480 15053 15712 8151 14073 15397 8434 9120 8796 6249 5331 6047 5331 1420 2293 2,8309 '3°S31 30534 4101 10761 16919 19 3 2935 50 1650 16-- 13055 8176'N 4633 N m " o � 10972 19970 611 :7016 10180 9903. 13877 5660 to q03 15559 451 20 - 94445_ 2 ° 12260 12439 (Licensed to Kimley-Horn and Associates, Inc.) 3351 24017 13217 nt 17657 1787 19482 19482 18026 28324 15406 i 14383 54699 12856 17079 13984 Wynwc awn CF 203., Jaumes SERPM 6.5.4 239596q 4298, 5970 3(9776�. a, S812i p3 31627 12394 12605 13165 39543 11947 22696 18877 17217 175 i72612 2472 19196 579 11733 112 2408 2917 2295 15196 388_ 27747 n 0 7704 8162 8343 3566' 3422 7657 8343 iry V N A 2818 263 472'470 5-1 4337 N 29gp3 ..10905 5040766 11450 7161rSZ9 61519 G �25331/81 m 13334 14490 ' 12043 u+ 0 N tn c 12631 11909 t 21735 41200 19159 10818 '8086 527 a, 66 1133387 17279 4142 4142 13081 3991 3991 (Licensed to Kimley-Horn and Associates, Inc.) Traffic Impact Analysis for Submittal to City of Miami 2110 North Miami Avenue Miami, Florida riKimley-Horn and Associates, Inc. ©2014 Kimsey -Horn and Associates, Inc. March 2014 043174007 NOT TO SCALE NW 22nd Street 1 2 r3 e 41 htf' (23) 7 L 15 (23i m r 23 40 NW 21st Street 3� Parking Garage SITE Valet Porte-Cochere Legend - Study Roadway 0 Study Intersection XX AM Peak Hour Net New Trips (XX) AM Peak Hour Valet Trips t L i t .11 11 17 • 3 0 NE 20th Street 1 4 IIPPP7=111F‘Kimley-Hom and Associates, Inc. 02014 t ht 2 0 DrIUOAV 3 Figure 6 Project and Valet Trip Assignment AM Peak Hour 2110 North Miami Avenue City of Miami, Florida NOT TO SCALE NW 22nd Street NW 21st Street 1 4 5 1 Jr6 ,J1 'fir► i14) Lecend - Study Roadway 0 Study Intersection XX PM Peak Hour Net New Tips (XX} PM Peak Hour Valet Trips L 15 (14) r 26 29 (16) Parking Garage SITE J1 Valet Porte-Cochere 5J- (t61 9 Z 01 x 1a1103 !Wenn ❑ Mi'" 1 KimEey-Hom — and Associates, Inc. ©2014 s 6 NE 20th Street 1 4 anuany !wenyvoN 1 Figure 7 Project and Valet Trip Assignment PM Peak Hour 2110 North Miami Avenue City of Miami, Florida APPENDIX H: Trip Generation EXISTING PARCELS Address Folio Owner Mailing Address Lot Size Building size Year Land Use Zoning 550 NW 245T,8I5m1, FL 33127-4328 01-3125-046-0050 MELANIE HOLDINGS LLC 215 COLES STREETJERSEY CITY, NJ 07310 118,514 8,200 1935 4837 WAREHOUSE TERMINAL CR STG: WAREHOUSE OR STORAGE D2-1 2380 NW 5AVEMiami, FL 33127-4310 01-3125-046-0010 MELANIE HOLDINGS LLC! C/O MANAGEMENT INC 215 COLES STJERSEY CITY, NJ 07310 16,828 6,947 1957 2914 WHOLESALE OUTLET: WHOLESALE OUTLET T5 2330 NW 5AVEMIami, FL 331274310 01-3125-046-0030 MELANIE HOLDINGS LLC J C/0 MANAGEMENT INC 215 COLES STJERSEY CITY, NJ 07310 16,828 1,247 1962 1229 MIXED USE-STORE/RESIDENTIAL : MIXED USE - COMMERCIAL T5-0/1 2324 NW 5 AVEMiami, FL 33127-4310 013125-046-0250 MELANIE HOLDINGS LLC / C/O MANAGEMENT INC 215 COLES STJERSEY CITY, NJ 07310 5,200 4,835 1957 4837 WAREHOUSE TERMINAL OR STG: WAREHOUSE OR STORAGE T5-0/1 2308 NW 5 AVEMIami , FL 33127-4310 01-3125-046-0230 MELANIE HOLDINGS LLC / C/0 MANAGEMENT INC 215 COLES STJERSEY CITY, NJ 07310 7,073 5,815 1933 4837 WAREHOUSE TERMINAL OR STG :WAREHOUSE OR STORAGE T5-0 564 NW 23 STMiami, FL 33127-4322 ' 01-3125-035-0470 WYN WOOD HOLDINGS LLC / C/O FRAN MULNICK PARKER ESQ 450 WEST 15 STNEW YORK, NY 10011 13,800 9,956 1973 4132 LIGHT MANUFACTURING : LIGHT MFG & FOOD PROCESSING D2-1 2222 NW 5AVE Miami , FL 33127-4750 01-3125-035-0600 MILANA HOLDINGS LLC 215 JERSEY STJERSEY CITY, NJ 07310 12,876 3,600 1955 4837 WAREHOUSE TERMINAL OR STG : WAREHOUSE OR STORAGE _- --- - --- 545 NW 22 STMiami, FL331274727 01-3125-035-0660 WYNW000-HOLDINGS-LLC PC/0 FRAN MULNICK PARKER ESQ - - 450 WEST 15 STNEW YORK, NY 10011 6,000 10,158 1925 -- 4132 LIGHT MANUFACTURING : LIGHT MFG & FOOD PROCESSING D2-1 2158 NW 5 AVEMiami , FL 33127-4764 013125-035-2980 Oa Really LLC do Fran Mulnick Perke PO BOX 962INDIAN ROCKS BEACH , FL 33785 24,375 18,463 1953 0303 MULTIFAMILY 10 UNITS PLUS : MULTIFAMILY 3 OR MORE UNITS T5-0 318 NW 23 STMiami FL 33127-4318 01-3125-074-0010 MANNIGAN HOLDINGS LLC 215 COLES STREETJERSEY CITY, NJ 07310 379,955 141,452 1972 4837 WAREHOUSE TERMINAL OR STG : WAREHOUSE OR STORAGE 01-C2 7,080 1972 10,591 1998 _ 01-C2 2337 NW 5 AVEMiami, FL 331274309 01-3125-034-0250 MELANIE HOLDINGS LLC C/O M MANAGEMENT INC 215 COLES STREETJERSEY CITY, NJ 07310 46,250 53,535 1967 4132 LIGHT MANUFACTURING : LIGHT MFG & FOOD PROCESSING D1 394 NW 24 STMiami , FL 331274326 01-3125-034-0300 MIZRACHI HOLDINGS LLC 215 COLES STREETJERSEY CITY, NJ 07310 4,875 3,465 1947 4837 WAREHOUSE TERMINAL OR STG : WAREHOUSE OR STORAGE D7 375 NW 23 STMiami , FL 331274317 01-3125-034-0640 MIZRACHI HOLDINGS LLC 215 COLES STREETJERSEY CITY, NJ 07310 4,875 3,570 1949 4837 WAREHOUSE TERMINAL OR STG : WAREHOUSE OR STORAGE Di 2400 NW 5th Avenue, FL 331274826 01-3125-057-0011 MILLIE REALTY LLC 888 NEWARK AVE JERSEY CITY, NJ 07306 8,275 8,820 1955 2914 WHOLESALE OUTLET: WHOLESALE OUTLET T5-0 535 NW 24 ST Miami , FL 33127-4327 013125-000.0200 MILLIE REALTY LLC 318 NW 23 ST MIAMI , FL 33127 USA 18,500 26,964 1923 4132 LIGHT MANUFACTURING: LIGHT MFG & FOOD PROCESSING 555 NW 24 ST Miami , FL 33127-4327 01-3125-057-0140 MILLIE REALTY LLC 318 NW 23 ST MIAMI , FL 33127 USA 6,750 8,200 1955 4132 LIGHT MANUFACTURING: LIGHT MFG & FOOD PROCESSING 333,89E Option 2 Lot Area Area Acres East Lots West Lots total 675,653 SF 476,027 SF 1,151, 680 SF 15.51 10.93 26.44 Previous Current TOTALS 699,930SF 2,099,790 SF 910,183 SF 110,561SF 55,281 SF 110,561 SF 1,050,332 SF 331,684 SF 414,605 SF 331,684 SF 82,921 SF 497,526 SF 188,202 SF 6,833,259 SF High -Rise Apartment ...... . ;... =, .. _.. - �- 770 Dwelling units 0 0 347 spaces 292spaces 166 spaces 17 spaces 199 spaces 2,521 spaces 0 415 spaces 464 spaces 66 spaces 746 spaces 0 699,930 770 770 spaces 1,964 spaces 195 spaces 166 spaces 149 spaces 133 spaces 630 spaces 0 415 spaces 199 spaces 100 spaces 746 spaces 0 High=Rise Residential Condominium/Townhouse ---2,310 - - Dwelling units 314,969 347 1,784,622 1,964 Hotel 1,949 Rooms 546,110 1,169 364,073 780 Retail 276,403 Sf 55,281 Sf 55,281 Sf Market 5,528 49,753 Restaurant/Entertainment 66,337 44,225 Flex Space -Office 1,382,016 Sf 840,266 Sf 210,066 Sf Flex Space -Office Amenities 265,347 66,337 Flex Space -Light industrial/ Assembly 276,403 Sf 207,302 Sf 207.302 Sf Showroom 232,179 99,505 Education/Trade School 33,168 49,753 Art Gallery/Museum/exhibition 248,763 248,763 Existing Exhibition Space -Trade Exhibition Hall 138,202 50,000 TOTAL 2,953,451 3,879,809 Parking Requirement MMIIM_'''' Total parking required for program Total parking requirement with 12 % reduction Total parking with shared Parking- 30% 5,233 spaces 4,605 spaces 3,223 spaces 5,466 spaces 4,810 spaces 3,367 spaces 6,590 spaces, 4,.rl 'Parkin. P >v3derl::.:.. � �� II Provided parking -Podium Provided parking Underground 2,503 spaces 850 spaces 2,513 spaces 734 spaces 6,600 spaces Total Parking Provided 928,894 3,353 spaces 1,134,068 3,247 spaces Dabkowski, Adrian From: Suria Yaffar <suria@zyscovich.com> Sent: Monday, August 10, 2015 11:45 AM To: Dabkowski, Adrian Cc: Manuel del Monte Subject: Current lands use for added south/west parcel-- Mana -Wyn SAP Follow Up Flag: Follow up Flag Status: Flagged Folio: 01-3125-062-0010 Sub -Division: CENTRAL MIAMI G N R A PROJECT NO 1 Property Address 2000 NW 5 PL Miami , FL 33127-4719 2000 NW 5 PL Mailing Address 888 BISCAYNE BLVD STE 100 MIAMI , FL 33132 USA Primary Zone 6101 CEN-PEDESTRIAN ORIENTATIO Primary Land Use 0303 MULTIFAMILY 10 UNITS PLUS : MULTIFAMILY 3 OR MORE UNITS Beds/Baths/Half 130152/0 Floors 2 Living Units 47 Adjusted Area 38,971 Sq.Ft AM Trip Generation 1 2 4 5 6 7 6 ITE TRIP GENERATION CHARACTERISTICS Land Use General Light Industrial Manufacturing Warehousing Residential Candorniniumfrownhouse Specialty Retail Center Wholesale Market Showroom/Exhibition Space ITE Edition 9 9 9 9 9 9 ITE Coda 110 140 150 230 826 860 Scale 9.956 98.855 170.94 350 1.247 15.767 188.2 ITE Units ksf ksf ksf du lksf ksf ksf PEAK HOUR TRIP GENERATION COMPARISON EXISTING AM PEAK HOUR TRIP GENERATION DIRECTIONAL DISTRIB UTION Percent In 88% 78% 79% 17% 0% 67% 0% Out 12% 22% 21% 83% 0% 33% 0% GROSS PROJECT TRIPS In 8 41 88 24 5 0 Out 1 12 23 117 0 3 0 Total 9 53 111 141 0 8 0 INTERNAL CAPTURE Percent 2,9% 29% 2.9% 2.1% 50,0% 50.0% 50.0% IC Trips 5 3 4 0 In 8 41 85 24 0 2 0 EXTERNAL VOLUMES Out Total 1 12 21 114 0 2 9 53 106 138 0 4 0 MULTIMO➢AL REDUCTION Percent 10.0% 10.0 10.0% 10.0% 10.0% 10.0% 10.0% IC Trips 5 11 14 0 0 0 In 7 37 76 22 0 2 0 EXTERNAL VOLUMES Out 11 19 102 0 2 Total 8 48 95 124 0 4 0 PASS -BY CAPTURE Percent 0-0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% P8 Trips 0 0 0 NET NEW PROJECT TRIPS in 7 37 76 22 0 2 0 Out 11 19 102 0 2 0 Total 8 48 95 124 0 4 0 9 10 11 12 ITE Code Equation - 110 Y=0.92(X) 140 Y=0.83'(X)+-29.52 150 LN(Y) = 0.55'LN(X)+1.88 230 LN(Y) = 0.81LN(X)+026 826 Y=0(X) 860 Y=0.51(X) Based on Miami Beach Convention Center Trip Generation, See Detailed Calculations. Please note that Convention Center is assumed closed during the A.M. peak hour.. 2 3 4 5 6 7 8 10 11 Net New Development 16% VOF Reduction Net New Vehicle Trips Net New Vehicle Trips + Transit Trips Person -Trips (1.4 persons per vehicle) 166 158 322 3.7% 12 160 150 310 10.0% 31 144 135 279 0.0% 144 135 279 23 22 45 121 113 234 137 128 265 192 179 371 (No equation or rate provided during this period, Therefore, it is assumed closed) PROPOSED AM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS Lend Use High -Rise Apartment High -Rise Residential CondominiumfTt Hotel Junior/Community College Museum General Office Building General Light Industrial Shopping Center Quality Restaurant Showroom/Exhibition Space ITE Edition 9 9 9 9 9 9 9 9 9 ITE Code 222 232 310 540 580 710 119 820 931 Scale 500 2151 1144 112,92 589.53 1430.3 564.61 177.84 110.56 331.68 ITE Units du du room ksf ksf ksf ksf ksf ksf ksf DIRECTIONAL DISTRIBUTION Percent In 25% 19% 59% 74% 86% 88% 88% 82% 50% Out 75% 81% 41% 26 % 14% 12% 12% 38% 50% 0% GROSS PROJECT TRIPS In 38 124 358 250 166 1.415 508 137 45 0 Out 113 529 248 88 27 193 69 84 45 0 Tote 151 653 606 338 193 1,608 577 221 90 0 INTERNAL CAPTURE Percent 4.1% 4.1 % 13.4% 9.2% 41.1% 9,2% 9.2 % 41.1% 65.6% 41.1% IC Trips a 33 81 0 0 231 0 170 59 0 EXTERNAL VOLUMES In 38 119 357 250 166 1,291 508 16 0 Out 113 501 168 88 27 86 69 35 22 Total 151 620 525 338 193 1,377 577 51 31 MULT1MODAL REDUCTION Percent 10.0% 10.0% 10.0% 10-0% 10.0% 10.0% 10.0% 10.0%e 10.0% 10.0% Trips 15 62 52 34 19 138 58 5 3 0 EXTERNAL VOLUMES In 34 107 321 225 149 1,162 457 14 8 0 Out 102 451 152 79 25 77 62 32 20 Total 138 558 473 304 174 1,239 519 46 28 0 PASS -BY CAPTURE Percent 0.0% 0.0% 90% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0 0% IC Trips 0 0 0 0 0 NET NEW PROJECT TRIPS in 34 107 321 225 149 1,162 457 14 0 Out 102 451 152 79 25 77 62 32 20 0 Total 136 558 473 304 174 1,239 519 46 28 0 12 1TE Code Equation Based on Miami Beach Convention Genter Trip Generation, See Detarled Calculations Please note that Convention Center is assumed closed during the A M. peak hour. Net New Development 16% VOF Reduction Net New Vehicle Trips Net New Vehicle Trips + Transit Trips Person -Trips (1.4 persons per vehicle) 3,041 4,437 574 2,754 1.109 3.863 10.0% 385 2,477 1,000 3,477 2.477 1,000 3,477 396 160 556 2,081 840 2.921 2,356 951 3,307 3.298 1,332 4,630 IN OUT TOTAL NET NEW VEHICLE TRIPS NET NEW PERSON TRIPS 1 960 3,106 727 1,153 2,687 4,259 8/13/2015,8:45 AM PM Trip Generation 1 2 3 4 5 6 7 8 9 10 11 12 PEAK HOUR TRIP GENERATION COMPARISON EXISTING PM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS Land Ilse General Light Industrial Manufacturing Warehousing Residential Condominiumfrownhouse Specialty Retail Center Wholesale Market Showroom/Exhibition Space ITE Edition 9 9 9 9 9 ITE Code 110 140 150 230 826 860 Scale 9.956 98.855 170, 94 350 1.247 15.767 188.2 ITE Units ksf ksf ksf du ksf ksf ksf DIRECTIONAL GROSS INTERNAL DISTRIBUTION PROJECT TRIPS CAPTURE Percent In 12% 36% 25% 67% 44% 53% 48% Out 88% 64 % 75% 33% 56% 4 % 52% In 22 21 113 11 7 45 Out 9 39 63 55 13 7 49 Total Percent 10 6.5% 61 6.5 84 6.5 % 168 16.7% 24 -22.7% 14 22.7% 94 22.7 % IC Trips 0 a 10 28 0 0 30 In 1 22 18 93 11 7 34 EXTERNAL VOLUMES Out 9 39 56 47 13 7 30 Total 10 61 74 140 24 14 64 MULTIMODAL REDUCTION Percent 10.0% 10.0% 10.0% 10.0% 10.0% 10.0% 10.0% IC Trips 1 6 8 14 2 2 6 In 1 20 16 84 10 6 31 EXTERNAL VOLUMES Out 8 35 50 42 12 6 27 Total 9 55 66 125 22 12 58 PASS -BY CAPTURE Percent 0.0% 0.0% 0.0% 00% 34.0 % 0.0% 0.0% Pa Trips 0 0 0 7 0 0 NET NEW PROJECT TRIPS fn 1 20 16 84 7 6 31 Out 8 35 50 42 8 6 27 Total 9 55 66 120 15 12 58 ITE Code Equation 110 Y=0.97(X) 140 Y=0.78'(X)+-15,97 150 LN(Y) = 0.64`LN(X)" 1.14 230 LN(Y) = 0,82°LN(X)+0.32 826 Y=2.4'(X)+21.48 860 Y=0.88(X) Based on Miami Beach Convertor Center Trip Generation, See Detailed Calculations 2 3 4 5 6 7 8 9 10 11 Net New Development 220 16% VOF Reduction Net New Vehicle Trips Net New Vehicle Trips + Transit Trips Person -Trips (1.4 persons per vehicle) ITE TRIP GENERATION CHARACTERISTICS Land Use High -Rise Apartment High -Rise Residential Condominium/if Hotel Junior/Community College Museum General Office Building General Light Industrial Shopping Center Quality Restaurant ShowroomfExhibition Space ITE Edition 9 9 9 9 9 9 9 9 ITE Code 222 232 310 540 580 710 110 820 931 Scale 500 2151 1144 112.92 689.53 1430.3 564.61 177.84 110, 56 331.7 ITE Unlis du room ksf ksf ksf ksf ksf ksf ksf 235 455 14.9 % 68 186 201 387 10.0% 39 168 180 348 2.0% 7 165 26 176 28 341 54 139 148 287 158 168 325 221 235 456 PROPOSED PM PEAK HOUR TRIP GENERATION DIRECTIONAL DISTRIBUTIONM Percent In 61% 62% 51% 58% 16% 17% 12% 48% 67% Out 39% 38°/a 49% 42% 84% 83% 88% 52% 33% 48% 52% GROSS PROJECT TRIPS In 105 463 350 166 20 286 78 423 555 79 Out 67 284 336 121 104 1,394 572 458 273 86 Total 172 747 686 287 124 1,680 650 881 828 165 INTERNAL CAPTURE Percent 42.5% 42.5% 14.6% 4.2% 50 4°/ 4.2% 4.2 % 50-4% 55.8 % 50.4% IC Trips 391 100 a 0 111 0 590 462 0 In 105 223 288 156 20 251 78 207 281 79 EXTERNAL VOLUMES Out 67 133 298 121 104 1,318 572 84 85 86 Total 172 356 586 287 124 1.569 650 291 366 165 MULTIMODAL REDUCTION Percent 10.0% 10.0% 10.0°% 10.0% 10.0% 10.0% 10.0% 10.0% 10.0% 10.0 % Trips 17 36 59 29 12 157 65 29 37 16 In 95 200 259 149 18 226 70 186 252 71 EXTERNAL VOLUMES Out 60 120 268 109 94 1,106 515 76 77 78 Total 155 320 527 258 112 1.412 585 262 329 149 PASS -BY CAPTURE Percent 0.0% 0.0% 0.0% 0.0% 0.0 % 0.0% 0.0% 34.0% 44,0 % 0.0% iC Trips 0 0 0 0 0 0 89 145 0 NET NEW PROJECT TRIPS In 95 200 259 149 18 226 70 123 141 71 Out 60 120 268 109 94 1,186 515 50 43 78 Total 155 320 527 258 112 1,412 585 173 184 149 12 ITE Code Equation 110 Y=1 431X)+-157 36 Based on Miami Beach C;onvention Center Trip Generation, See Detailed Calculations Net New Development Net New Vehicle Trips Net New Vehicle Trips + Transit Trips Person -Trips (1.4 persons per vehicle) 2,525 3,595 1,654 1,698 2668 4,566 457 1,526 2,583 234 1,352 2,523 3,875 216 404 620 1,135 2,119 3,255 1,306 2,406 3,712 1.828 3,369 5.197 IN OUT TOTAL NET NEW VEHICLE TRIPS 997 1,971 2,968 NET NEW PERSON TRIPS 1,607 3,134 4,741 8/13/2015,8:46 AM Existing Mana Wynwood Showroom/Exhibition Space 17th Street Garage Traffic Analysis Time Period Total Vehicles per Day P.M. Peak Hour Total P.M. Peak Hour Entry Volume P.M. Peak Hour Exit Volume Traffic Percentage During P.M. Peak Hour P.M. Peak Hour Entry Percentage P.M. Peak Hour Exit Percentage Average Convention Day 8,986 738 361 377 8% 49% 51% Typical Weekday 5,450 448 196 252 8% 44% 56% Convention Traffic 3,536 290 165 125 8% 57% 43% City Hall Garage Traffic Analysis Time Period Total Vehicles per Day P.M. Peak Hour Total P.M. Peak Hour Entry Volume P.M. Peak Hour Exit Volume Traffic Percentage During P.M. Peak Hour P.M. Peak Hour Entry Percentage P.M. Peak Hour Exit Percentage Average Convention Day 1,676 199 10 189 12% 5% 95% Typical Weekday 1,207 161 6 155 13% 4% 96% Convention Traffic 469 38 4 34 896 11% 89% P-Loti1 Total Vehicles per Day Calculated P.M. Peak Hour Total Calculated P.M. Peak Hour Entry Volume Calculated P.M. Peak Hour Exit Volume Traffic Percentage During P.M. Peak Hour P.M. Peak Hour Entry Percentage P.M. Peak Hour Exit Percentage Convention Traffic 2,117 189 77 112 9% 41% 59% Miami Beach Total Convention Center Traffic 6,122 517 246 271 8% 48% 52% Total Convention Center Square -Footage 1,037,227 SF Trip Generation Rate per 1,000 square -feet 5.9023 0.4984 0.2372 0.2613 8% 48% 52% Existing Mana Wynwood Showroom/Exhibition Space 188,202 SF Existing Mana Wynwood Showroom/Exhibition Trip Generation 1,111 94 45 I 49 8% I 48% 52% Note: (1) P-Lot in operation only during convention. P-Lot P.M. peak hour volumes were calculated based on peak hour data from City Hall Garage and 17th Street Garage. K:\FTL ' '3629001-Mana Wynwood SAP\Calcs\Trip Gen\convention Center\Option 2 Modified\ Existing Trip Generatlen.xls Proposed Mana Wynwood Showroom/Exhibition Space Time Period Total Vehicles per Day P.M. Peak Hour Total P.M. Peak Hour Entry Volume P.M. Peak Hour Exit Volume Traffic Percentage During P.M. Peak Hour P.M. Peak Hour Entry Percentage P.M. Peak Hour Exit Percentage Average Convention Day 8,986 738 361 377 8% 49% 51% Typical Weekday 5,450 448 196 252 3% 44% 56% Convention Traffic 3,536 290 165 125 8% 57% 43% City Hall Garage Traffic Analysis Time Period Total Vehicles per Day P.M. Peak Hour Total P.M. Peak Hour Entry Volume P.M. Peak Hour Exit Volume Traffic Percentage During P.M. Peak Hour P.M. Peak Hour Entry Percentage P.M. Peak Hour Exit Percentage Average Convention Day 1,676 199 10 189 12% 5% 95% Typical Weekday 1,207 161 6 155 13% 4% 96% Convention Traffic 469 38 4 34 8% 11% 89% P-Lot!'! Total Vehicles per Day Calculated P.M. Peak HourTata! Calculated P.M. Peak Hour Entry Volume Calcuiated P.M. Peak Hour Exit Volume Traffic Percentage During P.M. Peak Hour P.M. Peak Hour Entry Percentage P.M. Peak Hour Exit Percentage Convention Traffic 2,117 189 77 112 9% 41% 59% Miami Beach Total Convention Center Traffic 6,122 517 246 271 8% 48% 52% Total Convention Center Square -Footage 1,037,227 SF Trip Generation Rate per 1,000 square -feet 5.9023 0.4984 0.2372 0.2613 8% 48% 52% Proposed Mana Wynwood Showroom/Exhibition Space 331,684 SF Proposed Mana Wynwood Showroom/Exhibition Trip Generation 1,958 165 79 C 87 8% 48% 52% Note: (1) P-Lot in operation only during convention. P-Lot P.M. peak hour volumes were calculated based on peak hour data from City Hall Garage and 17th Street Garage. K:\FTL_TPTO\043629001-Mana Wynwood 5AP\Cakcs\Trip Gen4Convention Center\Option 2 Modified\Proposed Trip Generetion.xis Internal Capture Reduction Calculations Methodology for A.M. Peak Hour and P.M. Peak Hour based on the Trip Generation Handbook, 3rd Edition, published by the Institute of Transportation Engineers Methodology for Daily based on the average of the Unconstrained Rates for the A.M. Peak Hour and P.M. Peak Hour SUMMARY (EXISTING) I— n ZRestaurant GROSS TRIP GENERATION Land Use Daily A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Enter Exit Office 137 36 44 111 Retail 5 3 63 69 Cinema/Entertainment Residential 24 117 113 55 Hotel 0 0 166 156 220 235 OUTPUT INTERNAL TRIPS Land Use Daily A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Enter Exit Office 0 0 3 2 3 7 Retail 0 0 3 1 11 19 Restaurant 0 0 0 0 0 0 Cinema/Entertainment 0 0 0 0 0 0 Residential 0 0 0 3 20 8 Hotel 0 0 0 0 0 0 0 6 6 34 34 OUTPUT Total % Reduction 0.0% 3.7% 14.9% Office 2.9% 6.5% Retail 50.0% 22.7% Restaurant Cinema/Entertainment Residential 2.1% 16.7% Hotel OUTPUT EXTERNAL TRIPS Land Use Daily A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Enter Exit Office 0 0 134 34 41 104 Retail 0 0 2 2 52 50 Restaurant 0 0 0 0 0 0 Cinema/Entertainment 0 0 0 0 0 0 Residential 0 0 24 114 93 47 Hotel 0 0 0 0 0 0 0 0 160 150 186 201 Internal Capture Reduction Calculations Methodology for A.M. Peak Hour and P.M, Peak Hour based on the Trip Generation Handbook, 3rd Edition, published by the Institute of Transportation Engineers Methodology for Daily based on the average of the Unconstrained Rates for the A.M. Peak Hour and P.M. Peak Hour SUMMARY (PROPOSED) GROSS TRIP GENERATION Daily A.M. Peak Hour P.M. Peak Hour Land Use Enter Exit Enter Exit Enter Exit H Office 2,173 350 530 2,087 D Retail 303 111 522 648 a' Restaurant 45 45 555 273 Cinema/Entertainment Residential 162 642 568 351 Hotel 358 248 350 336 0 0 3,041 1,396 2,525 3,695 INTERNAL TRIPS OUTPUT Daily A.M. Peak Hour - P.M. Peak Hour Land Use Enter Exit Enter Exit Enter Exit Office 0 0 124 107 35 76 Retail 0 0 121 49 216 374 Restaurant 0 0 36 23 274 188 Cinema/Entertainment 0 0 0 0 0 0 Residential D 0 5 28 240 151 Hotel 0 0 1 80 62 38 I 0 0 287 287 827 827 OUTPUT Tote! %Reduction 0.0% 12.9% 26.6% Office 9.7% 4.2% Retail 41.1% 50.4% Restaurant 65.6% 55.8% Cinema/Entertainment Residential 4.1% 42.5% Hotel 13.4% 14.6% EXTERNAL TRIPS OUTPUT Daily A.M. Peak Hour P.M. Peak Hour Land Use Enter Exit Enter Exit Enter Exit Office 0 0 2,049 243 495 2,011 Retail 0 0 182 62 306 274 Restaurant 0 0 9 22 281 85 Cinema/Entertainment 0 0 0 0 0 0 Residential 0 0 157 614 328 200 Hotel 0 0 357 168 288 298 0 0 2,754 1,109 1,698 2,868 APPENDIX I: Cardinal Trip Distribution Cardinal Distribution for TAZ 495 Year 2035 Applied Percentages 11.95% 14.01% 12% 14% 12.16% 5.27% 12% 5% 13.34% 10.95% 13% 11% 16.59% 15.73% 17% 16% MIAMI-DADE 2035 DIRECTIONAL DISTRIBUTION ORIGIN ZONE SUMMARY PERCENT NNE 20.04 ENE 8.05 CARDINAL ESE 12.99 SSE 4.8 DIRECTIONS SSW 12.13 WSW 11.34 WNW 13.86 NNW 16.8 TOTAL 477 3177 TRIPS 1731 763 883 697 1097 1710 1760 2192 10,833 PERCENT 15.98 7.04 8.15 6.43 10.13 15.79 16.25 20.23 478 3178 TRIPS 437 290 484 436 528 558 531 435 3,699 PERCENT 11.81 7.84 13.08 11.79 14.27 15.09 14.36 11.76 479 3179 TRIPS 10261 5323 5379 4509 7899 6431 6936 8169 54,907 PERCENT 18.69 9.69 9.8 8.21 14.39 11.71 12.63 14.88 480 3180 TRIPS 2096 919 1377 1323 1844 1534 1610 1631 12,334 PERCENT 16.99 7.45 11.16 10.73 14.95 12.44 13.05 13.22 481 3181 TRIPS 2195 890 1383 1843 2397 1818 1668 1722 13,916 PERCENT 15.77 6.4 9.94 13.24 17.22 13.06 11.99 12.37 482 3182 TRIPS 337 183 251 360 520 395 307 286 2,639 PERCENT 12.77 6.93 9.51 13.64 19.7 14.97 11.63 10.84 483 3183 TRIPS 460 221 284 457 622 541 419 448 3,452 PERCENT 13.33 6.4 8.23 13.24 18.02 15.67 12.14 12.98 484 3184 TRIPS 636 290 418 400 556 385 455 489 3,629 PERCENT 17.53 7.99 11.52 11.02 15.32 10.61 12.54 13.47 485 3185 TRIPS 161 75 94 135 159 179 182 173 1,158 PERCENT 13.9 6.48 8.12 11.66 13.73 15.46 15.72 14.94 486 3186 TRIPS 842 417 387 479 648 745 669 941 5,128 PERCENT 16.42 8.13 7.55 9.34 12.64 14.53 13.05 18.35 487 3187 TRIPS 857 394 537 373 542 596 801 774 4,874 PERCENT 17.58 8.08 11.02 7.65 11.12 12.23 16.43 15.88 488 3188 TRIPS 383 242 411 221 219 476 821 503 3,276 PERCENT 11.69 7.39 12.55 6.75 6.68 14.53 25.06 15.35 489 3189 TRIPS 437 308 712 418 360 672 984 611 4,502 PERCENT 9.71 6.84 15.82 9.28 8 14.93 21.86 13.57 490 3190 TRIPS 283 155 348 295 225 301 416 262 2,285 PERCENT 12.39 6.78 15.23 12,91 9.85 13.17 18.21 1147 491 3191 _ TRIPS 107 50 77 671 661 310 111 105 2,092 PERCENT 5.11 2.39 3.68 32.07 31.6 14,82 5.31 5.02 492 3192 TRIPS 68 36 76 123 88 142 131 56 720 PERCENT 9.44 5 10.56 17.08 12.22 19.72 18.19 7.78 493 3193 TRIPS 628 217 415 957 688 1215 1199 657 5,976 PERCENT 10.51 3.63 6.94 16.01 11.51 20.33 20.06 10.99 494 3194 TRIPS 817 392 848 1480 1038 1465 824 644 7,508 PFRCFNT 1 f1 RR 5 77 1174 1471 11 F11 1451 1447 R SR 495 3195 TRIPS 604 227 472 678 715 575 524 515 4,3100j i PERCENT 14.01 5.27 10.95 15.73 16.59 13.34 12.16 11.95 494 3190 I11IV' 133 S9 /8 1/4 209 lb/ 129 131 1,08 PERCENT 12.31 5.46 7.22 16.11 19.35 15.46 11.94 12.13 497 3197 TRIPS 100 48 51 156 176 135 104 101 871 PERCENT 11.48 5.51 5.86 17.91 20,21 15.5 11.94 11.6 498 3198 TRIPS 775 375 667 1854 2232 1383 957 958 9,201 PERCENT 8.42 4.08 7.25 20.15 24.26 15.03 10.4 10.41 499 3199 TRIPS 165 50 88 175 198 260 172 214 1,322 PERCENT 12.48 3.78 6.66 13.24 14.98 19.67 13.01 16.19 500 3200 TRIPS 1692 781 904 2169 1651 2912 2279 2124 14,512 PERCENT 11.66 5.38 6.23 14.95 11.38 20.07 15.7 14.64 501 3201 TRIPS 426 230 206 540 555 726 604 674 3,961 PERCENT 10.75 5.81 5.2 13.63 14.01 18.33 15.25 17.02 502 3202 TRIPS 213 67 132 276 447 467 256 346 2,204 PERCENT 9.66 3.04 5.99 12.52 20.28 21.19 11.62 15.7 503 3203 TRIPS 1878 539 792 822 3808 3895 2266 2673 16,673 PERCENT 11.26 3.23 4.75 4.93 22.84 23.36 13.59 16.03 504 3204 TRIPS 1210 537 697 557 2222 2386 2221 2240 12,070 PERCENT 10.02 4.45 5.77 4.61 18.41 19.77 18.4 18.56 505 3205 TRIPS 2665 1213 1142 2154 2867 3862 4544 3625 22,072 PERCENT 12.07 5.5 5.17 9.76 12.99 17.5 20.59 16.42 506 3206 TRIPS 961 357 291 364 1576 1688 1523 1372 8,132 PERCENT 11.82 4.39 3.58 4.48 19.38 20.76 18.73 16.87 507 3207 TRIPS 185 125 175 138 366 1389 946 447 3,771 PERCENT 4.91 3.31 4.64 3.66 9.71 36.83 25.09 11.85 508 3208 TRIPS 91 446 261 70 231 181 284 166 1,730 PERCENT 5.26 25.78 15.09 4.05 13.35 10.46 16.42 9.6 509 3209 TRIPS 225 125 57 27 270 800 594 568 2,666 PERCENT 8.44 4.69 2.14 1.01 10.13 30.01 22.28 21.31 510 3210 TRIPS 138 122 193 96 272 309 508 258 1,896 B-15 APPENDIX J: Volume Development Worksheets Existing and Future Background TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 29th Street and NW 5th Avenue COUNT DATE: May 13, 2015 AM PEAK HOUR FACTOR: 0.95 PM PEAK HOUR FACTOR: 0.89 "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements 0 52 341 89 0 17 153 30 37 17 13 31 69 67 Peak Season Correction Factor 1 030 1 030 1.030 1.030 1,030 1.030 1.030 1030 1.030 1030 1.030 1,030 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS 361 92 I 0 I 18 I 168 I 31 0 38 I 16 I 13 1 0 I 32 I 71 1 90 I "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 0 93 316 48 0 36 448 62 14 89 182 57 22 73 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1 030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS I 6 1 96 J 325 I 49 1 0 I 07 I 461 I 64 I 187 I 59 I 0 I 23 I 47 I 75 I "AM BACKGROUND TRAFFIC" EBU EEL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 0 0 0 0 Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.3% 13% 1.3% 1.3% 1.3% 1.3% 1.3% 1 3% 13% 1.3% 1,3% 1.3% 1.3% t3% 1.3% 1.3% AM BACKGROUND TRAFFIC GROWTH 0 8 49 13. 0 3 23 4 0 5 3 2 0 4 10 13 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 0 0 Years To Buildout 10 10 10 10 10 10 ID 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.3% 1.3% 1.3% 1.3% 13% 13% 13% 1.3% 13% 13% 1.3% 1.3% 1,3% 1.03/4 1.3% 1.3% PM BACKGROUND TRAFFIC GROWTH 0 13 45 7 0 5 64 9 2 13 26 6 0 3 710 0 109 I 370 56 0 42 525 I 73 16 105 I 213 67 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 29th Street and NW 2nd Avenue COUNT DATE: May 13, 2015 AM PEAK HOUR FACTOR: 0.96 PM PEAK HOUR FACTOR: 0.97 "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements Peak Season Correction Factor 1030 40 1.030 279 1.030 33 1.030 0 1.030 97 1.030 169 1,030 32 1 030 1030 17 1.030 174 1.030 37 1.030 1.030 63 1.030 310 1.030 1 030 AM EXISTING CONDITIONS 0 41 287 34 0 100 174 33 18 i79 0 65 319 35 "PM EXISTING TRAFFIC" PM Raw Turning Movements EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NET NBR SBU SBL SBT SBR 0 78 302 44 0 BB 396 50 395 61 0 20 157 45 Peak Season Correction Factor 1.030 1,030 1.030 1030 1030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS 80 311 45 9 91 406 60 56 407 63 O 21 162 46 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue TOTAL "VESTED" TRAFFIC 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 Years To 8u11dout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1 3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1 3% 1 3% 1.3% AM BACKGROUND TRAFFIC GROWTH 0 6 40 5 0 14 24 5 0 3 25 5 0 9 44 5 L AM NOWPROJECT TRAFFIC 47 —1 327 39 114 198 38 0 21 `I 204 43 O 74 363 40 rononr T EBR WBU WBL WET WBR NBU NBL NET NBR SBU SBL SBT SBR 2110 North Miami Avenue TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 Years To Buildout 10 10 10 10 10 10 10 i0 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 13% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1-3% PM BACKGROUND TRAFFIC GROWTH 0 ii 43 6 0 13 57 B 0 8 57 9 0 3 23 s PM NON -PROJECT TRAFFIC 0 91 354 51 0 104 465 66 0 64 464 O 24 185 52 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: N 29th Street and N Miami Avenue COUNT DATE: May 13, 2015 AM PEAK HOUR FACTOR: 0.9E PM PEAK HOUR FACTOR: 0.98 "AM EXISTING TRAFFIC" AM Raw Turning Movements EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 42 257 78 0 57 192 52 0 300 28 1,233 93 Peak Season Correction Factor 1.030 1.030 1 030 1.030 1 030 1 030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 L AM EXISTING CONDITIONS I 0 I 43 I 275 I 80 I 0 I 59 I 198 I 54 I 0 I D I 309 f 29 [ 0 I 0 I 1,270 I 96 "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SHT SBR PM Raw Turning Movements Peak Season Correction Factor 0 1 030 94 1.030 269 7.030 45 1.030 0 1.030 67 1.030 338 129 1.030 , 1.030 1.030 0 1.030 1,118 1.030 07 1.030 ❑ 1.030 0 1.030 517 1.030 150 1.030 PM EXISTING CONDITIONS 0 I 97 I 277 I 46 ] 0 69 I 348 1 133 I 0 11,152 I 100 I 0 I 0 I 533 I 155 I "AM BACKGROUND TRAFFIC" 2110 North Miami Avenue EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR TOTAL "VESTED" TRAFFIC 0 0 D 0 0 0 0 0 0 0 D 3 Years To Buildout 10 10 i0 10 10 10 10 13 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.3% 1.3% 1.3% 1.3% 1.3% ' 1.3% 1.3% 1.3% 1.3% 1.3% 1 3% 1 3% 1345 1.3% 1.3% 1.3% AM BACKGROUND TRAFFIC GROWTH 0 6 38 11 0 8 28 8 0 0 43 4 0 0 177 13 AM NON•PROJECT TRAFFIC 0 49 313 91 07 225 62 0 0 352 33 0 0 1,447 I 109 "PM BACKGROUND TRAFFIC" EAU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue TOTAL "VESTED" TRAFFIC ❑ 0 0 0 0 0 0 0 0 0 Years To Buildout Yearly Growth Rate 10 1.3% 10 1.3% 19 1.3% 10 1.3% 10 1.3% 10 1.3% 10 1.3% 10 1.3% 10 1.3% 10 13% 10 1.315 10 1.3% 10 .3% 10 1.3% 10 1.3% 10 1.3% PM BACKGROUND TRAFFIC GROWTH 13 39 10 48 18 ❑ 0 160 14 0 74 22 PM NON -PROJECT TRAFFIC 0 110 316 52 D 79 396 151 0 1,312 114 0 667 1T7 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 25th Street and NW 5th Avenue COUNT DATE: May 13, 2015 AM PEAK HOUR FACTOR: 0.82 PM PEAK HOUR FACTOR: 0.86 "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WET WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements 0 0 0 11 0 14 0 42 0 3 a 68 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1 030 1.030 1,030 1.030 1.030 1.030 1.030 1 030 1 03D 1930 1.030 AM EXISTING CONDITIONS 0 0 D 0 11 14 0 43 0 3 70 "PM EXISTING TRAFFIC" PM Raw Turning Movements Peak Season Correction Factor EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 0 1 030 1.030 1.030 0 1.030 1.030 52 1.030 1.030 62 1.030 2 1030 0 1.030 137 1.030 1.030 7 1.030 1,030 120 1.030 0 1 030 PM EXISTING CONDITIONS 0 0 54 64 2 0 141 0 1 7 124 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 a Years To Bulldout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 90 Yearly Growth Rate 1.3% 1.3% 1.3% 13% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 13% 1.3% 1.3% 1.3% 1.3% 1.3% AM BACKGROUND TRAFFIC GROWTH 1 0 0 0 0 0 2 0 2 0 0 6 0 0 0 10 0 AM NON -PROJECT TRAFFIC 0 0 D 13 0 16 D 49 0 3 BD 0 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SET SBR 2110 North Miami Avenue TOTAL "VESTED" TRAFFIC 0 0 D 0 0 0 0 0 0 0 0 0 0 Years To Bulldout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.3% 1.3% 1.3% 1.3% 1.3% 13% 1.3% 1,3% 1.3% 1.3% 1.3% 1 3% 1 3% 1.3% 1.3% 1.3% PM BACKGROUND TRAFFIC GROWTH D D 0 0 0 s 0 9 0 0 20 0 1 0 17 0 PM NON.PROJECT TRAFFIC 0 0 D 62 73 2 161 141 0 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 25th Street and NW 2nd Avenue COUNT DATE: May 13, 2015 AM PEAK HOUR FACTOR: 0.93 PM PEAK HOUR FACTOR: 0.94 "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements Peak Season Correction Factor 1.030 0 1 030 1.030 1.030 0 1 030 27 1.033 19 1.030 42 1.030 0 1.030 21 1.030 200 1.030 24 1.030 1.030 B0 1,030 355 1.030 18 1 030 L AM EXISTING CONDITIONS 0 a 0 23 20 43 F 22 206 25 82 366 19 "PM EXISTING TRAFFIC" PM Raw Turning Movements EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 22 18 29 23 524 28 0 24 255 32 Peak Season Correction Factor 1.030 1.03D 1.030 1,030 1.030 [ 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1030 1.030 1.030 1.030 PM EXISTING CONDITIONS D a 23 _ 19 30 0 24 54a 27 a 25 294 33 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NEL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue TOTAL "VESTED" TRAFFIC 0 0 0 3 0 0 0 Years To Buildout 10 10 10 10 10 1a 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1,3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% '1.3% 1.3% 1.3% 1.3% 13% 1.3% 1.3% 1,3% 1.3% AM BACKGROUND TRAFFIC GROWTH 0 0 0 0 0 4 3 6 0 3 29 3 0 11 51 3 AM NON -PROJECT TRAFFIC a 0 0 a 32 49 a 25 235 28 93 417 22 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NER SBU SBL SBT SBR 2110 North Miami Avenue TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.3% 1.3% 1.3% 1.3% 13% 1.3% 1.3% 13% 13% 1.3% 1.3% 1.3% 1.3% 13% 1.3% 1.3% PM BACKGROUND TRAFFIC GROWTH 0 0 0 0 0 3 3 4 0 3 75 4 0 3 41 5 PM NON -PROJECT TRAFFIC 0 0 0 0 26 22 34 0 27 615 31 a 2a 1 335 36 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 24th Street and NW 6th Avenue COUNT DATE: May 13, 2015 AM PEAK HOUR FACTOR: 0.81 PM PEAK HOUR FACTOR: 0.82 "AM EXISTING TRAFFIC" AM Raw Turning Movements Peak Season Correction Factor EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR ❑ 1.03D 1 039 0 1 030 a 1.030 1.030 1.030 ❑ 2 1.030 , 1.030 0 1.030 1 030 87 1.030 12 1.030 0 1.03❑ 16 78 1.030 1 030 0 1.030 AM EXISTING CONDITIONS a 0 0 1 a 2 a I 90 12 16 61 0 "PM EXISTING TRAFFIC" PM Raw Turning Movements EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NET NBR SBU SBL SBT SBR 0 ❑ 0 0 21 0 15 0 0 117 11 72 0 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1,030 1.030 1.030 1.030 1 _.330 1.030 1.030 1.030 1.030 1,030 PM EXISTING CONDITIONS I 0 I D I a I 0 I 22 10 0 I 0 I 121 11 I 0 { 9 74 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue TOTAL "VESTED" TRAFFIC 0 ❑ 0 0 O 0 0 0 D Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1 3% 1.3% 1.3% 1.3% 1.3% 1.3% 1 3% 1 3% 1.3% 1.3% 1.3% 13% 1 3% 1.3% 1.3% 1.3% AM BACKGROUND TRAFFIC GROWTH 0 0 0 0 0 0 ❑ 0 0 0 13 2 0 2 11 ❑ AM NON -PROJECT TRAFFIC f`." 0 0 ❑ 2 O 103 14 O 18 92 0 BU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenua TOTAL "VESTED'" TRAFFIC 0 ❑ ❑ 0 0 a 0 ❑ ❑ 0 0 0 a 0 0 0 Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1,3% 13% 13% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% PM BACKGROUND TRAFFIC GROWTH 0 0 a 0 0 3 0 2 0 0 17 2 0 1 10 0 PM NON -PROJECT TRAFFIC 0 0 0 25 17 0 138 1 13 e 10 84 0 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 24th Street and NW 5th Avenue COUNT DATE: May 13, 2016 AM PEAK HOUR FACTOR: 0.74 PM PEAK HOUR FACTOR: 0.83 "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements 4 3 0 0 25 20 0 35 25 10 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1,030 1.030 1.030 1,030 1.030 1.030 1_030 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS D 9 4 0 0 0 26 21 36 26 10 J "PM EXISTING TRAFFIC" PM Raw Turning Movements EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 20 5 0 77 30 20 23 47 23 Peak Season Correction Factor 1.030 1.030 1.030 1.030 j 1.030 1.030 1030 1 030 1.030 1.030 , 1.030 1,030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS 21 5 5 0 0 0 6 79 31 r a1 24 46 24 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue TOTAL "VESTED" TRAFFIC O 0 0 0 0 0 Years To Buildout 10 10 10 10 10 10 10 15 10 10 10 10 ID 10 10 10 Yearly Growth Rate 1.3% 1.3% 1 3% 1.3 % 1.3% 1,3% 1.3% 1.3% 1,3% 1,3% 1.3% 1.3% 1.3% 1.3% 1 3% 1 3% AM BACKGROUND TRAFFIC GROWTH D 1 1 D 0 0 0 tl 0 1 4 3 0 5 4 1 AM NON -PROJECT TRAFFIC O 10 6 3 0 D 6 30 24 0 41 30. 11 "PM BACKGROUND TRAFFIC" 2110 North Miami Avenue EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NET NBR SBU SBL SBT SBR TOTAL "VESTED" TRAFFIC O 0 a 0 0 D 0 0 0 Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 13% 1.3% 1.3% 1.30% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1 3% 1.3% 1,3% PM BACKGROUND TRAFFIC GROWTH 3 I 1 0 11 4 3 7 3 PM NON -PROJECT TRAFFIC 24 6 0 0 I - 0 SO 35 24 27 55 27 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 24th Street and NW 2nd Avenue COUNT DATE: May 13, 2015 AM PEAK HOUR FACTOR: 0.91 PM PEAK HOUR FACTOR: 0.92 "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WET WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements Peak Season Correction Factor 1.030 9 1.030 0 1.030 41 1.030 n 1030 0 1.030 1.030 0 1.030 1.030 0 1 030 247 1.030 1.030 1.030 0 1.030 395 1.030 0 1.030 AM EXISTING CONDITIONS 1 0 1 42 1 0 1 0 I 0 I 0 1 0 1 0 I 2541 0 1 1 1 0 1 407 1 0 "PM EXISTING TRAFFIC" PM Raw Turning Movements L Peak Season Correction Factor EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR. 0 1 030 33 1.030 0 1.030 65 1.030 1.030 0 1.030 0 1.030 1036 1030 1.030 PM EXISTING CONDITIONS 1 0 1 34 1 q 1671 1 0 1 g 1 0 1 1 1 0 549 1.030 1.030 1 030 1.030 306 1.030 0 1.030 565 , 0 0 I 0 1 315 10 WBL WBT WBR NBU NBL NET NBR SBU SBL SET SBR 2010 North Miami Avenue TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Years To Buildout 10 10 10 t0 t0 10 10 10 10 10 to t0 10 t0 10 10 Yearly Growth Rate 1.3% 1.3% 1-3% 1.3% 1.3% 1.3% 1.3% 1.3% 1-3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 13% AM BACKGROUND TRAFFIC GROWTH D 1 0 6 0 0 0 0 0 0 35 0 0 0 57 0 AM NON•PROJECT TRAFFIC 0 10 0 48 0 0 0 0 0 0 289 I 0 1 I 0 464 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WET WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 0 0 0 0 Years To Buildout 10 10 to t0 10 10 t0 to to 10 10 10 t0 10 10 10 Yearly Growth Rate 1.3% 1.3% 1.3% 1.3% 13% 1.3% 1,3% 1.3% 1.3% 1-3% 1 3% 13% 1.3% 1.3% 1.3% 1.3% PM BACKGROUND TRAFFIC GROWTH 0 5 0 9 0 0 0 0 0 0 79 0 0 0 44 0 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 23rd Street and NW 6th Avenue COUNT DATE: May 13, 2015 AM PEAK HOUR FACTOR: 0.74 PM PEAK HOUR FACTOR: 0.86 "AM EXISTING TRAFFIC" EBU EBL EST EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements 0 0 9 0 4 Q 96 4 0 4 76 0 Peak Season Correction Factor 1 030 1.030 1.030 1.030 1.030 1.030 1 030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1,030 1.030 AM EXISTING CONDITIONS I Q I Q I Q 1 0 I 0 I 9 I 0 1 4 1 0 I 0 4 0 4 QI "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SET SBR PM Raw Turning Movements D 0 0 0 33 8 0 0 136 7 0 3 87 3 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1,030 1.030 1,030 1.030 1.030 1.030 1.030 1 030 PM EXISTING CONDITIONS 0 0 tl 9 I 34 I 0 r 8 0 Q 1 140 17 1 0 1 3 1 90 [ "AM BACKGROUN T FFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue TOTAL "VESTED" TRAFFIC 0 4 0 0 3 0 0 0 0 0 Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.3% 1.3% 1.3% 1,3% 1,3% 1.3% 1 3% 1.3% 1.3% 13% 13% 1.3% 1 3% 1.3% 1.3% 1 3% AM BACKGROUND TRAFFIC GROWTH 0 0 0 0 0 1 D 1 0 0 14 1 0 1 11 0 AM NON -PROJECT TRAFFIC tl 0 0 Q 0 10 0 5 0 0 113 5 0 5 09 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 0 0 3 0 Years To Buildout 10 10 10 ID 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1,3% 1.3% 1,3% 1.3% 1 3% 1.3% 13% 1 3% 13% 1.3% 1.3% 1,3% 1.3% 1.3% 1.3% 13% PM BACKGROUND TRAFFIC GROWTH 0 0 0 0 0 5 0 1 0 0 19 1 0 0 13 0 PM NON -PROJECT TRAFFIC 0 0 0 0 0 I 39 0 9 I 0 0 159 8 0 3 103 0 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 23rd Street and NW 5th Avenue (South) COUNT DATE: May 13, 2015 AM PEAK HOUR FACTOR: 0.61 PM PEAK HOUR FACTOR: 0.73 "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements ❑ 0 0 0 0 10 2 15 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1,030 1.030 1 030 1.030 1.030 1.039 1.030 1.030 1 330 1-030 AM EXISTING CONDITIONS a 0 0 0 0 10 0 2 15 "PM EXISTING TRAFFIC" PM Raw Turning Movements Peak Season Correction Factor EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 1.030 22 1.030 0 1.030 2 1.030 ' 0 1 030 1.030 1.030 0 1.030 1.030 0 1.030 13 1030 ❑ 1.030 1.030 ❑ 1.030 12 1.030 36 1.030 PM EXISTING CONDITIONS 23 a 2 0 0 0 13 a a e 37 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue TOTAL "VESTED" TRAFFIC D 0 D 0 0 0 0 Years To Buikdout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.3% 1.3% 1.3% 1-3% 1-3% 1.3% 1 3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 13% 1.3% 1.3% AM BACKGROUND TRAFFIC GROWTH 0 1 0 0 0 0 3 0 ❑ 0 1 0 0 0 2 2 AM NON -PROJECT TRAFFIC J 0 9 a 0 0 0 0 0 0 2 0 13 17 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 0 0 Years To Buildout t0 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 13% 1.3% 1,3% 1.3% 1.3% 1.3% 1.3% 1.3% 13% 13% PM BACKGROUND TRAFFIC GROWTH 0 3 0 0 0 0 0 0 0 0 2 0 1 0 2 5 PM NON -PROJECT TRAFFIC 26 0 1 2 a 9 0 15 7 0 14 42 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 23rd Street and NW 5th Avenue (North) COUNT DATE: May 13, 2015 AM PEAK HOUR FACTOR: 0.72 PM PEAK HOUR FACTOR: 0.76 "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements 0 20 0 18 0 26 0 Peak Season Correction Factor 1 030 1,030 1.030 1.030 1,030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS 10 I a I 0 I 0 I 0 I 0 I 0 I 30 10 9 I 0 10 I 27 10 "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 0 0 0 0 10 0 78 29 0 8 0 41 0 Peak Season Correction Factor 1.030 1.030 1 030 1-030 1.030 1030 1.030 }.030 1.030 1.030 1.030 1,030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS 10 I 0 I 0 a 10 D I BO I 1 I 0 I 30 I 0 8 I 0 I 42 I 0 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue TOTAL "VESTED" TRAFFIC 0 0 a 0 a 0 0 0 Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.3% 1.3% 1.3% 1.3% 1.3% 13% 1,3% 1.3% 1-3% 1.3% 1-3% 13% 1.3% 1.3% 1,3% 1-3% AM BACKGROUND TRAFFIC GROWTH 0 0 0 0 0 0 4 3 0 4 C AM NON -PROJECT TRAFFIC 0 0 0 0 0 0 34 a 0 22 0 0 31 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenuo TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 0 Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 13% 1.3% 1.3% 1,3% 1.3% 1.3% 1,3% 1.3% PM BACKGROUND TRAFFIC GROWTH 0 0 0 0 11 0 PM NON -PROJECT TRAFFIC la a D D J o I 0 91 1 34 0 9 0 48 0 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 23rd Street and NW 2nd Avenue COUNT DATE: May 13, 2015 AM PEAK HOUR FACTOR: 0.91 PM PEAK HOUR FACTOR: 0.87 "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SET SBR AM Raw Turning Movements 0 0 0 0 0 19 271 0 383 26 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1 030 1.030 1030 1.030 1.030 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS 0 a O 0 20 279 0 394 27 "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 0 0 0 29 555 0 1 0 280 56 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1,030 1.030 1.030 1.030 1030 1.030 030 1,030 PM EXISTING CONDITIONS "AM BACKGROUND TRAFFIC" a 0 0 0 30 572 a 288 58 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 0 0 0 0 Years To Buildout 10 10 10 10 14 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.3% 1.3% 1.3% 1 3% 1 3% 13% 1.3% 1 3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1,3% 1.3% AM BACKGROUND TRAFFIC GROWTH 0 0 0 0 0 0 0 0 0 3 3s 0 0 0 55 4 AM NON -PROJECT TRAFFIC "PM BACKGROUND TRAFFIC" 0 ❑ a 0 a ❑ 0 23 318 0 449 31 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue TOTAL "VESTED" TRAFFIC O 0 0 0 a 0 a 0 0 0 Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 10 io 10 10 Yearly Growth Rate 1.3% 1.3% 1.3% 1,3% 1.3% 13% 13% 1.3% 13% 4.3% 1,3% 1.3% 1.3% 1.3% 1.39E 1.3% PM BACKGROUND TRAFFIC GROWTH 0 0 0 0 0 0 0 0 0 4 80 0 0 0 40 0 PM NON -PROJECT TRAFFIC 0 O a ❑ a 34 652 0 UL_ 32a 66 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 22nd Street and NW 6th Avenue COUNT DATE: May 13, 2015 AM PEAK HOUR FACTOR: 0.78 PM PEAK HOUR FACTOR: 0.85 "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements Peak Season Correction Factor 0 1.030 1.030 0 L030 1.030 1.030 7 1.030 1.030 2 1 1.030 1.030 1.030 99 1.030 4 1.030 0 1.030 2 1.030 82 1.030 1.030 "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 0 0 11 2 0 140 0 112 0 Peak Season Correction Factor 1.030 1.030 1.030 1 030 1 030 1.030 1.030 1,030 1.030 1,030 1.030 1.030 1.030 1.030 1,030 1,030 PM EXISTING CONDITIONS 10 I 0 I D I 0 I 0 I 11 10 I 0 0 144 9 I 0 I 0 I 115 I 0 I "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SET SBR 2110 North Miami Avenue TOTAL "VESTED" TRAFFIC 0 0 0 0 0 D 0 a Years To Buildout Yearly Growth Rate AM BACKGROUND TRAFFIC GROWTH 10 1.3% 0 10 1.3% 0 10 1.3% 0 1D 1.3% 0 10 1-3% 0 10 1-3 % 10 13% 10 13% D 10 1.3% 0 10 1.3% 0 10 1.3% 14 10 10 13% 1,3% 0 10 13% 10 13% 12 10 3% 0 AM NON -PROJECT TRAFFIC 0 0 0 1 0 0 9 0 2 0 0 116 5 0 2 96 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 0 0 0 Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1 3% 1.3 13% 1 34E 1.3% 1.3% 1.3% 13% 1.3% PM BACKGROUND TRAFFIC GROWTH D 0 0 2 _ 0 0 0 0 20 0 16 PM NON -PROJECT TRAFFIC 0 0 0 0 0 13 0 1 2 0 0 1 164 10 0 0 131 I 0 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 22nd Street and NW 5th Avenue COUNT DATE: May 13, 2015 AM PEAK HOUR FACTOR: 0.48 PM PEAK HOUR FACTOR: 0.75 "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements 0 3 0 0 0 0 0 0 0 0 10 Peak Season Correction Factor 1 030 1.030 1.630 1.03D 1,030 1.030 1.030 1.030 1.030 1.030 1.030 1 030 1-030 1 030 1,030 1.030 AM EXISTING CONDITIONS 0 8 0 D a a 0 a a 0 2 D 0 10 "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements Peak Season Correction Factor 1.030 10 0 1930 1,030 0 1.030 0 1030 0 1 030 0 1.033 D 1.030 D 1.030 1.030 1.030 0 1.030 6 1.030 1.030 0 1.930 14 1.030 PM EXISTING CONDITIONS 10 D 0 0 a 0 a 0 r D 14 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SHL SBT SBR 2110 North Miami Avenue TOTAL "VESTED" TRAFFIC 0 0 0 ❑ 0 0 0 0 6 Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 13% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1,3% 1-3% 13% 1390 13% 1.3% 1.3% 1.3% 1.3% AM BACKGROUND TRAFFIC GROWTH 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 AM NON -PROJECT TRAFFIC 8 0 0 0 0 2 0 1 11 "PM BACKGROUND TRAFFIC"' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue TOTAL "VESTED" TRAFFIC o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Years To Buildout 10 10 t0 10 t3 10 10 1D 10 10 10 10 10 10 10 10 Yearly Growth Rate 13% 1 3% 1.3% 1.3% 1.3% 13% 1.3% 1.3% 1.3% 1.3% 1.3% 3.3% 1.31 13% 1.3% 1,310 PM BACKGROUND TRAFFIC GROWTH 0 1 9 0 0 0 0 0 0 0 0 0 1 0 0 PM NON -PROJECT TRAFFIC 0 0 0 a 7 0 15 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 22nd Street and NW 3rd Avenue COUNT DATE: May 13, 2015 AM PEAK HOUR FACTOR: 0.87 PM PEAK HOUR FACTOR: 0.84 "AM EXISTING TRAFFIC" EBU EEL EBT EBR WBU WBL WET WBR NBU NBL NET NBR SBU SBL SBT SBR AM Raw Turning Movements 0 0 22 30 0 11 21 0 0 24 0 13 0 0 0 9 Peak Season Correction Factor 1.03D 1 030 1.030 1.D30 1 030 1.030 1.030 1_D30 1.030 1 030 1.039 1 930 1_030 1.D30 1.030 1 030 AM EXISTING CONDITIONS 0 0 I 23 I 31 0 I 11 I 22 I 0 I 0 25 I 0 I 19 I 0 I 0 0 I 0 I "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SET SBR PM Raw Turning Movements 0 0 5 16 0 22 11 0 0 32 0 50 0 0 0 0 Peak Season Correction Factor 1 030 1.030 1 030 1030 1.030 1.030 1.030 1,030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS 10 I 0 I 8 I 16 I 0 I 23 I 11 I 0 I 0 33 0 52 10 I 0 I 0 I 0 1 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WET WBR NBU NBL NBT NBR SBU SBL SET SBR 2110 North Miami Avenue 2 4 TOTAL "VESTED" TRAFFIC 0 0 2 0 0 0 4 0 0 0 0 9 0 0 ❑ 9 Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.3% 1.3% 1.3% 13% 1.3% 1:3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1,3% AM BACKGROUND TRAFFIC GROWTH 0 0 3 4 0 2 3 0 0 3 0 3 0 0 0 0 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NET NBR SBU SBL SBT SBR 2116 North Miami Avenue 4 3 TOTAL "VESTED" TRAFFIC 0 0 4 0 0 D 3 0 0 0 0 0 0 0 0 9 Years To Bulldout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.3% 1.3% 1.3% 1.3% 1,3% 1,3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1,3% PM BACKGROUND TRAFFIC GROWTH 0 0 1 2 0 3 2 0 0 5 0 7 0 0 0 0 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 22nd Street and NW 2nd Avenue COUNT DATE: May 13, 2015 AM PEAK HOUR FACTOR: 0.94 PM PEAK HOUR FACTOR: 0.88 BU EBL EBT EBR WBU WBL WBT WBR NBU NBL NET NBR SBU SBL SBT SBR AM Raw Turning Movements 0 22 0 8 0 0 0 0 0 4 211 0 0 0 345 21 Peak Season Correction Factor 1 030 1030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1 030 1030 1.030 1.030 1.030 1.030 1030 AM EXISTING CONDITIONS "PM EXISTING TRAFFIC" 23 tl 0 0 4 217 0 355 22 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 0 46 0 a 0 0 0 D 0 5 359 0 0 0 214 25 Peak Season Correction Factor 1.030 1 030 1.030 1:030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1-030 1.030 1.030 1.030 PM EXISTING CONDITIONS 0 47 0 6 0 0 5 370 a 0 220 26 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue 2 4 TOTAL 'VESTED" TRAFFIC 0 2 0 0 0 0 a 0 0 a a D D D 0 4 Years To Buildaut 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.3% 1.3% 1.3% 1,3% 1.3% 13% 13% 13% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 13% AM BACKGROUND TRAFFIC GROWTH 0 3 0 1 0 0 0 0 0 1 30 0 0 0 49 3 AM NON -PROJECT TRAFFIC "PM BACKGROUND TRAFFIC" 0 28 9 a 0 5 247 0 a 404 29 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue 4 3 TOTAL "VESTED" TRAFFIC 0 4 0 D 0 D 0 D 0 0 0 0 0 0 9 3 Years To Buildout 13 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.3% 1.3% 1.3% 1.3% 1,3% 1.3% 13% 1-3% 1 3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% PM BACKGROUND TRAFFIC GROWTH 0 7 0 1 0 0 0 0 0 1 51 0 0 0 31 4 PM NON -PROJECT TRAFFIC 0 55 L o l 7 0 0 0 0 0 I 6 421 0 0 251 33 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 20th Street and NW 3rd Avenue COUNT DATE: May 13, 2015 AM PEAK HOUR FACTOR: 0.95 PM PEAK HOUR FACTOR: 0.87 "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements 23 463 30 114 397 10 38 20 116 3 26 32 Peak Season Correction Factor 1.030 1,030 1.030 1,030 1,030 1.039 1.030 1,030 1.030 1,03B 1.030 1,030 1.039 1.03n 1.030 1 030 AM EXISTING CONDITIONS "PM EXISTING TRAFFIC" PM Raw Turning Movoments Peak Season Correction Factor 0 I 24 I 477 I 31 I 0 I 117 I 409 I 10 I 0 I 39 I 21 I 113 I 0 I 3 I 27 33 EBU EBL 0 1.030 45 1.030 EBT 405 1 030 EBR WBU WBL WBT WBR NNU NBL. NBT NEB 25 030 1.030 83 1.030 478 1 030 19 1.030 1030 130 1.030 53 1930 183 1.030 SBU SBL 1030 4 1.030 SBT 16 1.030 SBR 25 1.039 PM EXISTING CONDITIONS "AM BACKGROUND TRAFFIC" I 0 I 46 I 417 I 26 I 0 I 85 I 492 I 20 ( 0 I 134 I 65 I 186 I 0 I 4 I 16 I 26 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 0 0 Years To Buildout Yearly Growth Rate AM BACKGROUND TRAFFIC GROWTH 10 1.3% 0 10 1,3% 3 10 1.3% 66 10 1,3% 4 10 1.3% 0 10 1.3% 16 10 1.3% 57 10 1.3% 10 1.3% 0 10 1.3% 5 10 1,3% 10 1.3% 16 10 1.3% 0 10 1.3% 0 10 1.3% 4 1C 1.3% 5 AM NON -PROJECT TRAFFIC 27 543 35 0 133 466 11 I 44 I 24 129 0 3 31 38 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SET SBR 2110 North Miami Avenue TOTAL "VESTED" TRAFFIC 3 0 0 6 0 0 0 Years To Buildout Yearly Growth Rate PM BACKGROUND TRAFFIC GROWTH 10 1.3% 0 10 1.3% B 10 1.3% 5B 10 1.3% 4 10 1.3% 0 10 1.3% 12 10 1.3% BB 10 1.3% 3 10 1.3% 0 10 1.3% 19 10 1.3% 6 10 1.3% 26 10 1.3% 10 1.3% 10 1.3% 2 10 1.3% 4 C PM NON -PROJECT TRAFFIC 0 52 475 I 30 I 0 1 97 560 23 J 0 I 153 L 83. J. 214 0 5 18 30 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 20th Street and NW 2nd Avenue COUNT DATE: May 13, 2015 AM PEAK HOUR FACTOR: 0.95 PM PEAK HOUR FACTOR: 0.86 "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements 0 127 453 6 0 331 46 0 0 0 133 7 217 Peak Season Correction Factor 1 030 1 030 1.030 1.030 1.030 1.030 1.030 1.430 1.030 1,030 1.030 1 030 1.030 1,030 1.030 1.030 AM EXISTING CONDITIONS 0 131 467 fi a 341 47 a 0 0 137 7 224 "PM EXISTING TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SB SBT SBR PM Raw Turning Movements Peak Season Correction Factor 1.030 152 1.030 409 1.030 9 1.030 o a 1_030 1 030 448 1.030 116 1.030 1.030 0 1.030 0 1.030 0 1.030 1 030 97 1.030 1.030 152 1.030 PM EXISTING CONDITIONS 57 I 421 I 6 I 0 I a I 461 I 119 I 0 I 0 T 0 1 o 0 I too I 2 I 167 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SHL SBT SBR 2110 North Miami Avenue TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.3% 1.3% 1.3%. 1.3% 1.3% 1.3% 1.309 1-3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% AM BACKGROUND TRAFFIC GROWTH 0 18 65 1 0 0 47 7 a o a 0 0 19 1 31 AM NON -PROJECT TRAFFIC 149 033 7 a 388 64 0 0 155 a 255 "PM BACKGROUND TRAFFIC" COI col cos COO WQI I WQI WRT WRQ PJRII MPH NRT NRR COI I CRI CRT CRP 2110 North Miami Avenue TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 to 10 Yearly Growth Rate 1 3% 1.3% 1.3% 1,3% 1.3% 1.3% 1.399 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% PM BACKGROUND TRAFFIC GROWTH 0 22 59 1 0 0 64 17 0 0 0 0 0 14 0 22 PM NON -PROJECT TRAFFIC 0 179 480 10 a 0 525 136 8 a 0 114 2 179 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 20th Street and NW 1st Place COUNT DATE: May 13, 2015 AM PEAK HOUR FACTOR: D.97 PM PEAK HOUR FACTOR: D.05 "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NET NBR SSU SBL SBT SBR AM Raw Turning Movements 0 593 0 354 7 23 5 18 0 0 0 0 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.03D 1.930 1,030 1.030 1 030 t_030 1 030 1.030 1 030 1.030 1 030 1.030 AM EXISTING CONDITIONS 0 I 611 I 0 0 , 395 I 7 24 5 19 0 0 I 0 I D I "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NEW NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements Peak Season Correction Factor 0 1.030 4 1.030 507 1A30 0 1.030 1.030 0 1,030 486 1.03D 9 1.030 0 1.030 78 28 1.030 1.030 29 1.030 0 1,030 0 030 0 1.030 0 1.030 PM EXISTING CONDITIONS I 0 I 4 I 522 I 0 I 0 I 0 I 903 I 9 I 0 I 80 I 30 I 30 I 0 I 0 I 0 I 0 "AM BACKGROUND TRAFFIC" 2110 North Miami Avenue EBU EBL EBT EBR WBU WBL WBT WBR NBU NAL NBT NBR SBU SBL SBT SBR TOTAL "VESTED" TRAFFIC 0 0 0 9 0 0 0 0 0 0 D 0 Years To Buildout 1a 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.3% 1.3% 13% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.316 1.3% 1.3% 1.3% AM BACKGROUND TRAFFIC GROWTH 0 0 85 0 0 0 ' 51 1 0 3 1 3 D 0 D 0 AM NON -PROJECT TRAFFIC 0 0 696 0 0 I 0 I 416 0 0 27 6 [ 22 0 "PM BACKGROUND TRAFFIC" 2110 North Miami Avenue EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SET SBR TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 0 Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 13% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% PM BACKGROUND TRAFFIC GROWTH 0 1 73 0 0 0 70 1 0 11 4 4 0 0 0 0 PM NON -PROJECT TRAFFIC 0 5 595 0 0 0 573 10 0 91 34 0 0 I 0 0 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: N 20th Street and N Miami Avenue COUNT DATE: May 13, 2015 AM PEAK HOUR FACTOR: 0.95 PM PEAK HOUR FACTOR: 0.94 "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements 76 276 178 0 288 151 4 3 159 14 0 157 973 77 Peak Season Correction Factor AM EXISTING CONDITIONS 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1 030 1.030 183 I 0 I 0 I 297 I 15tr 0 I 3 T 164 I 14 1 0 I 162 11,002 I 79 "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 0 107 284 80 0 0 315 173 0 16 595 19 0 127 289 9C Peak Season Correction Factor 1.030 1.030 1 030 1.030 1.030 1.030 5.030 1.034 1.030 1.030 1,030 1.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS I 0 f 1io I 293 I a2 I o I D I 3241 1ra I 4 I 16 I s13 I 29 10 1131 129a I 93 I "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue 3 13 5 20 TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 0 3 0 0 13 0 0 5 28 0 Years To Buildout Yearly Growth Rate AM BACKGROUND TRAFFIC GROWTH 10 1.3% 0 10 1.3% 11 10 1.3% 39 10 1.3% 25 10 1.3% 10 1 3% 0 10 1.3% 41 10 1.3% 22 10 13% 0 10 1,3% 10 1 3% 10 1.3% 23 2 10 1 3% 10 1.3% 23 10 1.3% 139 10 1.3% 11 AM NON -PROJECT TRAFFIC 0 89 323 208 0 0 338 181 0 3 200 I 16 0 I 190 1,169 90 I "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU W8L WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue 8 29 5 24 TOTAL "VESTED" TRAFFIC 0 0 0 0 4 0 0 8 0 0 29 0 0 5 24 0 Years To Buildout 10 1C 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1,3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% PM BACKGROUND TRAFFIC GROWTH 0 15 41 11 0 0 45 25 0 2 85 3 0 18 41 13 PM NON -PROJECT TRAFFIC 1 0 129 334 93 0 0 369 209 18 727 23 0 154 I 363 106 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 20th Street and NW 56h Place COUNT DATE: August 13, 2015 AM PEAK HOUR FACTOR: 0.94 PM PEAK HOUR FACTOR: 0.9 "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SET SBR AM Raw Turning Movements Peak Season Correction Factor 0 1.050 52 1.050 595 1.050 32 1.050 1.050 1,050 344 1.050 9 1.050 0 1.050 19 1.050 1.050 1.050 1.050 5 1.050 10 1.050 40 1.050 AM EXISTING CONDITIONS 55 530 34 7 301 9 0 20 5 42 "PM EXISTING TRAFFIC" PM Raw Turning Movements EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SST SBR 55 459 32 11 558 46 39 28 3 0 8 11 76 Peak Season Correction Factor 1.050 1 050 1.050 1.050 1.050 1.050 1.050 1.050 1.050 1,050 1.050 1 050 1.050 1 050 1.050 1 050 PM EXISTING CONDITIONS 58 402 34 0 12 566 48 41 29 8 0 12 80 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.3% 1 3% 1.3% 1.3% 1 3% 1.3% 1.314 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1,3% 1.3% AM BACKGROUND TRAFFIC GROWTH 3 8 74 5 0 1 50 1 0 3 1 1 0 1 2 6 AM NON -PROJECT TRAFFIC "PM BACKGROUND TRAFFIC" 2110 North Miami Avenue TOTAL "VESTED" TRAFFIC 63 604 39 0 8 411 10 L o 23 B 0 13 48 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 0 0 0 0 a 0 Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.3% 1.3% 1.3% 1.3% 1.3% 13% 1 3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% PM BACKGROUND TRAFFIC GROWTH 0 6 67 5 0 2 61 7 0 6 4 1 0 1 2 11 PM NON -PROJECT TRAFFIC 0 BB 549 39 14 667 55 47 33 0 14 91 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 29th Street and NW 6th Avenue COUNT DATE: August 13, 2015 AM PEAK HOUR FACTOR:. 0.84 PM PEAK HOUR FACTOR: 0.91 "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements 23 416 48 0 5 253 5 12 12 0 13 Peak Season Correction Factor 1.050 1.050 1.050 1.05D 1.050 1,050 1.050 1.050 1 050 1.050 1.050 1.050 1.050 1 050 1 :050 1.050 I AM EXISTING CONDITIONS I D I 24 I 437 I 50 I 0 I 8 I 266 I 5 13 13 6 1 14 I 8 "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 33 442 22 0 9 572 6 51 58 32 a 21 Peak Season Correction Factor 1.050 1.050 1.050 1.050 1.050 1.050 1.050 1.050 1.050 1.050 1.050 1.050 1.050 1.050 1.050 1.050 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue TOTAL 'VESTED"TRAFFIC 0 a 0 0 Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 to Yearly:9rowth Rate 13% 1 3% 1.3% 1.3% 1 3% 13% 1.3% 1.3% 1.3% 13% 1 3% 1,3% 1 3% 1.3% -1.3% 1.3% AM BACKGROUND TRAFFIC GROWTH 0 3 81 7 0 1 37 1 0 2 2 1 D 0 2 1 AM NON•PROJECT TRAFFIC 27 498 67 0 9 303 6 0 16 15 7 0 1 16 9 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue TOTAL "VESTED" TRAFFIC D 0 0 a 0 c 0 Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.3% 1.3% 13% 1,3 1.3% 13% 1.3% 1.3. 1 3% 13% 13% 13% 1.3% 1_3% 13% 1.3% PM BACKGROUND TRAFFIC GROWTH 0 5 64 3 0 84 a. a 0 3 PM NON -PROJECT TRAFFIC 0 40 528 26 0 685 7 0 62 69 39 D I 9 8 25 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 21st Terrace and NW 5th Place COUNT DATE: August 13, 2015 AM PEAK HOUR FACTOR: 0.92 PM PEAK HOUR FACTOR: 0.86 "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements Peak Season Correction Factor 1.050 1.050 3 1.050 28 1.050 0 1.050 16 1.050 1.050 0 1050_ 0 1 050 40 1 050 0 1050 17 1.050 0 1 050 3 1.050 t050 0 1.050 "PM EXISTING TRAFFIC" PM Raw Turning Movements EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 0 4 76 0 26 4 0 102 0 22 Peak Season Correction Factor 1050 1.050 1.050 1 050 1050 1.050 1.050 1:050 1.050 1.050 1.050 1.050 1.050 1,050 1.050 1.050 PM EXISTING CONDITIONS 0 0 I 4 I EO I O I 27 I 4 0 o f 107 1 0 1 23 I o "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 0 0 0 Years To Buildout to 10 10 10 10 10 10 10 1C 10 10 10 10 10 10 10 Yearly Growth Rate 13% 1.3% 1-331, 13% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 13% 1.3% 13% 1.3% 13% 1.3% AM BACKGROUND TRAFFIC GROWTH 0 0 0 4 0 2 0 0 0 7 0 3 0 0 0 0 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue TOTAL 'VESTED" TRAFFIC 0 0 0 0 0 a 0 0 0 0 0 0 Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.3% 1.3% 1,355 3% 1.3 % 1.3% 13% 1.3% 1.3% 1.3% 1.335 1.3% 1 3% 1.3% 1.3% 1.3% PM BACKGROUND TRAFFIC GROWTH a 0 4 0 0 15 3 Future Total with Diversions TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 29th Street and NW 5th Avenue COUNT DATE: May 13, 2015 AM PEAK HOUR FACTOR: D.95 PM PEAK HOUR FACTOR: 0.69 "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SET SBR AM Raw Turning Movements 0 52 341 89 0 17 163 30 0 37 17 13 0 31 69 87 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS 0 I 54 351 1 92 I 0 18 I 138 I 31 I 0 I 38 I 18 I 13 I 0 I 32 I 71 I no I "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 0 93 316 48 0 33 446 62 14 B9 162 57 0 22 46 73 Peak Season Correction Factor 1.330 1.030 1.030 1.030 1.030 1.030 ' 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1 030 1.030 1.030 PM EXISTING CONDITIONS 0 I 96 I 375-1 49 I 0 I 37 I 461 I 64 I 14 I 92 167 r 59 r 0 I 23 47 [ 75 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SET SBR 2110 North Miami Avenue From 23rd Street {Exiting) To 23rd Street (Entering) TOTAL "VESTED" TRAFFIC 0 0 0 0 D o 0 0 D D o a 0 0 0 0 Years To Buildcut 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1,3% 1.3% 1.3% 1.3% 1.3% 1.3% 1,3% 1.3% 1.3% 1.3% 1.3% 1.3% 1,3% 1,3% 13% 1.3% AM BACKGROUND TRAFFIC GROWTH 0 7 49 13 0 3 23 4 0 5 3 2 0 4 10 13 AM NON -PROJECT TRAFFIC 0 62 400 105 0 21 191 35 0 43 21 15 0 36 61 703 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2119 North Miami Avenue From 23rd Street (Exiting) To 23rd Street (Entering) TOTAL "VESTED" TRAFFIC 0 D 0 0 D 0 0 0 0 0 0 D 0 0 0 0 Years To Bulldout 10 to 10 10 14 14 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.3% 13% 1.3% 1.3% 1.3% 1.3% 1.3% 13% 1.3% 1.3% 1.3% 13% 13% 13% 13% 13% PM BACKGROUND TRAFFIC GROWTH 0 13 45 7 D 5 64 9 2 13 26 8 0 3 7 10 PM NON -PROJECT TRAFFIC D I 109 370 56 0 42 525 73 18 105 213 97 0 28 54 65 "PROJECT DISTRUBUTION" LAND USE TYPE EBU ESL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Net New Distribution Entering 0015 9.0,5 50 Exiting 8,0% 50% 9.0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EST EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Pass - By Trips Net New 157 175 56 36 B6 96 AM TOTAL PROJECT TRAFFIC 0 0 0 157 0 179 0 0 0 5s 35 68 0 0 96 0 AM TOTAL TRAFFIC 82 400 262 Q 197 I 191 35 0 101 I 57 01 0 20 179 103 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Pass - By Trips Net New 64 90 158 99 177 50 PM TOTAL PROJECT TRAFFIC 60 90 158 99 177 60 PM TOTAL TRAFFIC I 0 109 370 136 0 732 525 I 73 I 16 263 312 244 0 26 104 85 INTERSECTION: COUNT DATE: AM PEAK HOUR FACTOR: PM PEAK HOUR FACTOR: "AM E%1STING TRAFFIC" TRAFFIC VOLUMES AT STUDY INTERSECTIONS NW 29th Street and NW 2nd Avenue May 13, 2015 0.96 0.97 EBU EBL EBT EBR WBU WBL WET WEB NBU NEL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements 0 40 279 33 0 97 169 32 0 17 174 37 0 53 i 310 34 Peak Season Correction Factor 1.030 1030 1.030 1.030 1.030 1.030 1.034 1.030 1.030 1.030 1.030 1.030 1 030 1 030 4.030 1.030 AM EXISTING CONDITIONS I o I 41 I 267 I I 10o 1 174 _1 33 1 D I 16 I 179 I 36 I 0 I 65 I 319 1 33 1 "PM EX STING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements D 7$ 302 44 a 95 396 58 0 54 395 61 0 20 157 45 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1,030 1,030 1.030 1030 , 1 030 1.030 1.030 1.030 PM EXISTING CONDITIONS I D I 80 1 311 I 45 I 0 I 9s I 408 I 60 I 0 I 50 I 407 I 63 I 2 I 21 I 162 I 46 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2116 North Miami Avenue From 23rd Street (Exiting) To 23rd Street (Entering) TOTAL "VESTED" TRAFFIC o 0 0 0 0 D 0 0 a o 0 0 0 0 0 0 Years To Buildout 10 13 s0 so 10 10 10 s0 10 s0 s0 t0 10 10 10 10 Yearly Growth Rate 1 3% 1.3% 1,3% 1.3% 1.3% 1.3% 1.39/ 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.001 1,3%„ 1.3% AM BACKGROUND TRAFFIC GROWTH 0 6 40 5 0 14 24 5 0 3 25 5 0 9 44 5 AM NON -PROJECT TRAFFIC 1 0 47 327 39 0 114 195- 38 I 0 21 204 43 0 74 363 ` 40 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue From 23rd Street (Exiting) To 23rd Street (Entering) TOTAL "VESTED" TRAFFIC 0 0 0 0 0 4 D 3 0 D 0 0 0 0 0 0 Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.35E 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1,3% 13% 1.3% 1.3% 1,3% 1.336 1.3% PM BACKGROUND TRAFFIC GROWTH 0 11 43 6 0 13 57 6 0 6 57 9 0 3 23 6 PM NON -PROJECT TRAFFIC 0 91 354 51 0 104 465 65 0 64 464 72 0 24 105 1 52 "PROJECT DISTRUBUTIDN" ND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SET SBR Pass -By Distribution Entering Exiting Net New Distribution Entering 3.012 9.0% 5,0% Exiting 9.0% 50% 3.0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WET WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Pass - By Trips Net New 66 59 176 35 22 96 AM TOTAL PROJECT TRAFFIC D 0 66 ' 0 0 59 175 0 0 0 36 22 0 0 98 0 AM TOTAL TRAFFIC D 47 393 39 D 173 374 36 I 0 21 240 65 0 74 I 461 4D "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 177 30 90 99 50 PM TOTAL PROJECT TRAFFIC 177 30 9D 95 59 50 PM TOTAL TRAFFIC 0 91 531 61 D 134 555 26 0 64 563 131 0 24 235 52 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: N 29th Street and N Miami Avenue COUNT DATE: May 13, 2615 AM PEAK HOUR FACTOR: 0.96 PM PEAK HOUR FACTOR: 0.98 "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements 0 42 267 78 0 57 192 52 C ' 0 300 28 0 3 1,233 93 Peak Season Correction Factor 1,03E 1 1.03E 1.33E 1 030 1.33E 1.03E 1.030 1,030 1.030 1.030 1.030 1.030 1.93E 1.03E 1,030 1.030 AM EXISTING CONDITIONS I 0 I 43 I 275 I 80 1 0 I 50 I 198 I 54 I 0 I 0 I 309 I 29 I 0 I 0 I 1,270 I 96 "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 0 94 280 45 9 67 338 129 0 0 1,1'18 97 0 0 517 150 Peak Season Correction Factor 7.030 1,030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS I 0 I 97 I 277 I 46 I 0 I 69 I 0 j _.0 11,152 1. 100 I 0 I 0 I 533 I 159 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue From 23rd Street (Exiting} To 23rd Street (Entering} TOTAL "VESTED" TRAFFIC p 0 0 0 0 0 0 9 9 9 0 0 0 0 0 0 Years To Buildout i9 t0 t0 10 t0 10 10 10 10 10 70 10 10 10 10 10 Yearly Growth Rate 1.3% 1.3% 13% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 13% 1.3% 1.3% 1.3% 1.3% AM BACKGROUND TRAFFIC GROWTH 3 6 36 11 0 a 26 6 0 0 43 4 0 0 177 13 AM NON -PROJECT TRAFFIC 0 40 313 9t 0 I 67 226 62 0 0 352 33 r 0 0 1.447 100 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NEL NBT NBR SBU SBL SBT SBR 2116 North Miami Avenue From 23rd Street (Exittngl To 23rd Street (Entering) TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Years To Buildout t0 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.3% 1.3% 1.3% 1.3% 1.3% 7.3% 13% 1 3% 1 3% 1.3% 1.3% 73% 7.3% 7.3% 1.3% 1.3% PM BACKGROUND TRAFFIC GROWTH 0 13 39 4 0 10 40 18 0 0 150 14 0 0 74 22 PM NON -PROJECT TRAFFIC 0 110 315 52 0 79 396 151 0 0 11,312 114 0 0 507 177 f "PROJECT DISTRUBUTION" LAND USE TYPE ERU EFIL EBT EBR WBU WBL WET WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Net New Distribution Entering 3.0% 6.3% 6.0% 6.0% Exiting 6.0% 6,0% 6 006 30% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT ERR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SOT SBR Project Pass - By Trips Net New a4 44 58 118 44 22 118 118 AM TOTAL PROJECT TRAFFIC 0 44 44 a 0 96 118 0 0 0 44 22 0 0 116 116 AM TOTAL, TRAFFIC 0 93 357 I 81 0 r 125 f 344 62 0 0 396 0 0 I 1.565 227 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SST SBR Project Pass • Bar Trips Net New 118 118 30 60 118 59 60 60 PM TOTAL PROJECT TRAFFIC 118 118 33 60 118 59 60 50 PM TOTAL TRAFFIC 0 226 434 62 I 0 109 456 161 0 0 1,430 173 0 0 657 237 INTERSECTION: COUNT DATE: AM PEAK HOUR FACTOR: PM PEAK HOUR FACTOR: "AM EXISTING TRAFFIC" TRAFFIC VOLUMES AT STUDY INTERSECTIONS NW 25th Street and NW 5th Avenue May 13, 2015 0.92 0.86 EBU EBL EBT EBR WBU WBL WET WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements 0 0 0 0 0 51 0 1d 0 0 42 0 3 0 69 0 Peak Season Correction Factor 1 030 1030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1,030 1.030 1430 1 030 1.039 5030 1.030 AM EXISTING CONDITIONS 10 I 0 I 0 I 0 0 I 11 I a I i4 I 0 I 0 I 43 0 I 3 70 I 0 J EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 0 0 0 a 0 52 0 62 2 0 1 137 0 7 0 120 0 Peak Season Correction Factor 1 03C 1030 1,030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1 030 1.030 1030 1.030 1.030 1.030 PM EXISTING CONDITIONS I o I a I 0 I 0 I 0 I 54 I 0 I 04 I 2 I 0 I 141 I 0 I 7 I 0 I 124 I a i "AM SACKGROU NO TRAFFIC" EBU EEL EBT EBR WBU WBL WET WBR NBU NBL NET NBR SBU SBL SET SBR 2110 North Miami Avenue From 23rd Street (Exiting) To 23rd Street (Entering) TOTAL "VESTED" TRAFFIC D 0 D D 0 0 0 0 0 D 0 0 0 a 0 0 Years To Buildout 10 10 10 19 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate AM BACKGROUND TRAFFIC GROWTH 1.3% 1.3% 1.3% 1.3% 1.315 1.3% 2 1.3% 1.3% i3% a% 3% 1.3% 0 1,3% 1.3% 1.3% 10 1.3% AM NON-PROJEGT TRAFFIC D 0 0 0 9 I 13 9 16 0 0 49 I D I 3 0 80 0 "PM BAC KGRDUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue From 23rd Street (Exiting) To 23rd Street (Entering) TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 0 0 (7 0 0 0 0 0 a 0 Years To Buildout t0 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.3% 1.3% 1.3% 1.3% 1.3% 13% 13% 1.3% 1.3% 1.3% 1.3% 1.3% 1.315 1.3% 1.3% 1.3% PM BACKGROUND TRAFFIC GROWTH 0 0 0 0 0 0 0 9 0 0 20 0 1 0 17 0 PM NON.PROJECT TRAFFIC a 0 a 0 0 62 0 73 2 0 161 8 0 141 1 "PROJECT DISTRUBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SET SBR Pass -By Distribution Net New Distribution Entering Exiting Entering 22.0% Exiting "AM PROJECT TRAFFIC" E 220 % EBU EBL EST ERR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Pass - By Trips Net New lac 431 AM TOTAL PROJECT TRAFFIC 0 0 0 0 a a a I a 3 D 160 9 a 0 431 0 AM TOTAL TRAFFIC 0 0 D a 0 13 D I 16 I 3 0 203 0 3 D 511 a "PM PROJECT TRAFFIC" LAND USE TYPE EBU EEL EBT EBR WBU WBL WET WBR NBU NBL NOT NBR SBU SBL SET SBR Project Trips Pass - By Net New PM TOTAL PROJECT TRAFFIC 434 434 220 220 PM TOTAL TRAFFIC 0 01 D I 0 I 0 62 9 73 2 D 595 0 6 Note: 11) PHF adjusted to 0,92 to reflect snore consistent peak tour traffic new as a result of protect construction 0 361 I 0 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 25th Street and NW 2nd Avenue COUNT DATE: May 13,2015 AM PEAK HOUR FACTOR: 0.93 PM PEAK HOUR FACTOR: 0.94 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NOT NBR SBU SBL SBT SBR AM Raw Turning Movements 0 0 0 0 0 27 19 42 0 21 200 24 0 80 355 18 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1-030 1.030 1 030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS 1 0 I ❑ I 0 I 0 I a I 29 I 20 I 43 I 0 I 22 I 206 I 25 [ 0 1 82 I 366 r 19 "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements a 0 0 0 0 22 18 29 0 23 524 26 0 24 285 32 Peak Season Correction Factor 1.030 1.030 1.030 1,030 1 030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1 030 1.030 PM EXISTING CONDITIONS 0 0 I 0 I 0 I 0 I 23 I 19 I 30 I a I 24 I 540 I 27 I 0 I 25 794 I 33 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NOR SBU SBL SBT SBR 2110 North Miami Avenue From 23rd Street (Exiting) To 23rd Street' Entering) TOTAL "VESTED" TRAFFIC 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Years To Buildaut 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.376 1.3% 1.3% 13% 13% 13% 1,3% 1.3% 1.3% 1.3% 1,3% 1.3% 1.3% 1.3% 1.3% 1-3% AM BACKGROUND TRAFFIC GROWTH 0 0 0 0 0 4 3 5 0 3 29 3 0 11 S1 a AM NON -PROJECT TRAFFIC a 0 0 0 0 32 1 23 48 0 25 235 28 a 93 417 22 "PM HACKGRON ND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue From 23rd Street (Exiting) To 23rd Street (Entering) TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 1C 10 10 10 Yearly Growth Rate 1.3% 1.3% 1.3% 1.301 1.3% 1.3% 1.3% 1,3% 1.3% 1,3% 1 331 1374 13% 13% 1.3% 1.3% PM BACKGROUND TRAFFIC GROWTH 0 0 ' 0 0 a 3 3 4 0 3 75 4 0 3 41 5 PM NON -PROJECT TRAFFIC 0 0 0 0 0 26 22 34 27 115 31 0 28 336 38 J "PROJECT DISTRUBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WET WBR NBU NBL NBT NBR SBU SBL SET SBR Pass -By Distribution Net New Distribution Entering Exiting Entering Exiting 80% 80% "AM PROJECT TRAFFIC" TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Pass - By Trips Net New 58 _ 157 AM TOTAL PROJECT TRAFFIC 0 0 0 a o 0 0 0 a 2 50 0 0 0 157 0 AM TOTAL TRAFFIC 0 a 0 1 0 0 32 23 49 0 T 25 293 29 0 93 574 22 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NOR SBU SBL SBT SBR Project Trips Pass - By Net New 158 SO PM TOTAL PROJECT TRAFFIC 158 80 PM TOTAL TRAFFIC a 0 I 0 0 0 20 22 34 27 773 31 0 28 415 38 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 24th Street and NW 6th Avenue COUNT DATE: May 13, 2015 AM PEAK HOUR FACTOR: 0.92 ''' PM PEAK HOUR FACTOR: "AM EXISTING TRAFFIC" 0.92'„ EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements 0 0 a 0 0 1 0 2 0 0 87 12 0 16 79 0 Peak Season Correction Factor 1 033 1030 1 030 1 030 1-030 1 03a 7.039 1 1 030 1 030 1-030 1.030 1 030 1.030 1-930 1-030 1.030 AM EXISTING CONDITIONS el D I al a I D J 1 J 0 I 2 I a J D I 9a I 12 I a I 16 I 61 I D I "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements I 0 0 0 0 0 21 0 15 0 0 117 11 0 9 72 0 Peak Season Correction Factor I 1 030 1 030 1.930 1030 1.030 1 039 1 030 1.039 1030 1 030 1.030 1 039 1.030 1 030 1 030 1030 PM EXISTING CONDITIONS [ D I al a I 01 D I 22 I 0 I 15 I a 1 0 I 121 J 11 J a 1 9 J 74 J 1 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue From 23rd Street (Exiting) 5 3 .3 To 23rd Street (Entering) 3 3 -3 TOTAL "VESTED" TRAFFIC ❑ 0 a ❑ ❑ 5 a 3 ❑ ❑ -3 3 0 3 .3 0 Years To Buiidout 10 13 10 10 1D 10 10 10 10 10 10 10 10 10 10 10 Yeaiiy Growth Rate 111% 13% 73% 1.3% 1.3% 13,A 1_3% 13% 10% 1310 13% 73% 13% 11110 13% 13% AM BACKGROUND TRAFFIC GROWTH a a a o D 0 a o 0 0 13 2 9 2 11 0 AM NON -PROJECT TRAFFIC 0 a 0 0 6 0 5 a 0 100 17 0 21 69 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue From 23rd Street (Exiting) 20 0 -5 To 23rd Street (Entering) 4 2 .2 TOTAL "VESTED" TRAFFIC 9 6 p 0 D 20 0 5 0 D -5 4 0 2 -2 0 Years To Buiidout 1c 10 10 10 10 10 10 10 19 10 10 10 10 19 10 10 Yearly Growth Rate 1.3% 1.3% 13% 1 3% 1.3% 1.3% 1.3% 1 3% 1 3% t.3% 1.3% 1.3% 1 3 ; 13% 1.3% 1.373 PM BACKGROUND TRAFFIC GROWTH I 0 a 0 0 0 3 0 z 0 0 17 2 0 1 10 0 PM NON -PROJECT TRAFFIC I a 0 0 0 0 45 0 22 5 0 I 133 1_ 17 J D_ L 12 L 82 0 "PROJECT DISTRUBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Net New Distribution Entering 1_0Y, 2 010 2 0% Exiting 20% 2.0% 1 "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New AM TOTAL PROJECT TRAFFIC 20 20 14 14 I 9 15 15 7 7 30 39 39 39 AM TOTAL TRAFFIC 0 a 0 0 0 26 0 19 I 0 0 115 24 9 69 128 0 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 30 40 20 24 20 PM TOTAL PROJECT TRAFFIC 39 I 4D 20 25 20 PM TOTAL TRAFFIC a 0 0 0 0 54 0 51 4 9 0 173 37 a 32 102 0 Note: (1) PNF adjusted to 0 92 to reflect more consistent peak hour traffic flow as a result of project construction TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 24th Street and NW Sth Avenue COUNT DATE: May 13, 201S AM PEAK HOUR FACTOR: 0.92 "' PM PEAK HOUR FACTOR: 0.92 "I "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NET NBR SBU SBL SST SBR AM Raw Turning Movements 0 0 4 3 0 0 0 0 0 5 25 20 0 35 25 1D Peak Season Correction Factor 1.030 1.03D 1,030 1,030 1030 1.030 1.030 1 030 1030 1.030 1 030 1.030 1.030 1,030 1,030 1,030 AM EXISTING CONDITIONS I 0 19 I 3 3 I d I 0 I a 0 I 5 I 26 I 21 I 0 I 36 I 26 I ID "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WET WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 0 20 5 5 0 0 0 0 0 8 77 30 20 23 47 23 Peak Season Correction Factor 1,030 1.030 1.030 1.030 1 030 1 030 1 030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS is 21 I 5 I 5 I 0 I 0 I0 I 0 I 0 1 6 I 79 I 11 I 21 I 241 46 I 24 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue From 23rd Street (Exiting) 4 -5 To 23rd Street (Entering) -9 9 TOTAL "VESTED" TRAFFIC 0 4 0 0 D 0 4 0 0 0 -5 0 0 0 -9 0 Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.3% 1.3% 1.1% 1-3% 1336 1 3% 1.336 1,3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% AM BACKGROUND TRAFFIC GROWTH a 1 1 0 0 0 0 0 0 1 3 0 5 4 1 AM NON -PROJECT TRAFFIC 0 14 5 3 0 0 01 0 0 5 24 0 j 41 21 20 "PM BACKGROUND TRAFFIC" EBU ESL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SET SBR 2110 North Miami Avenue From 23rd Street (Exiting) 13 1 -13 To 23rd Street (Entering) -21 21 TOTAL "VESTED" TRAFFIC 0 13 0 1 0 0 0 0 0 0 -13 0 0 0 -21 21 Years To BUlldout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 ID 10 Yearly Growth Rate 1,3%. 1.3% 1.3% 1,3% 1.3% 1.310 1.3% 1.3% 1.336 _1.3% 1,336 1,3% 1.3% 1.3% 1.3% 1.3% PM BACKGROUND TRAFFIC GROWTH 0 3 1 1 D 0 4 0 0 1 11 4 3 3 7 3 PM NON -PROJECT TRAFFIC I 0 37 6 7 0 0 1 9 0 7 77 35 24 27 34 46 "PROJECT DISTRUBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Net New Distribution Entering Exiting Entering Exiting "AM PROJECT TRAFFIC" LAND USE TYPE 5.0% 7.0% 15.0% 15.0% 7.030 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Pass - By Trips G Net New 61 97 109 294 137 AM TOTAL PROJECT TRAFFIC 0 91 a a 0 0 0 0 0 97 109 0 0 0 244 137 AM TOTAL TRAFFIC 0 65 5 1 0 I 0 0 0 0 103 134 24 0 I 41 315 157 "PM PROJECT TRAFFIC°' LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New PM TOTAL PROJECT TRAFFIC 138 136 SO 50 296 296 150 150 70 70 PM TOTAL TRAFFIC 0 175 6 7 0 0 0 0 0 57 373 35 24 37 104 118 Note: (1) PHF adjusted to 0.92 to reflect more consistent peak hour traffic flow as a result of project construction TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 24th Street and NW 2nd Avenue COUNT DATE: May 13, 2015 AM PEAK HOUR FACTOR: 0.91 PM PEAK HOUR FACTOR: 0.92 "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SET SBR AM Raw Turning Movements 0 e 0 41 0 0 0 D 0 0 247 0 1 0 395 0 Peak Season Correction Factor 1.030 1.000 1030 1.030 1-030 1 030 1.C3C "' 030 030 1 930 1.030 1 030 103a 1 030 1039 1 039 AM EXISTING CONDITIONS I 0 I a I 44 I D I 0 0 0 I 0 I 0 I 2s1 I 0 0 407 I D "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 0 33 0 65 D 0 0 0 1 e 549 0 0 0 303 0 Peak Season Correction Factor 1-030 1 030 1.030 1,030 1.030 1 030 1 030 1 039 1030 1030 1.030 1.030 1 030 1033 1 030 1 039 PM EXISTING CONDITIONS I 0 I 34 I 0 I 67 I 01 0 D I 0 I 1 I 0 . 565 I 01 0 a 315 1 0-1 M BAGKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NET •NBR SBU SBL SBT SBR 2110 North Miami Avenue From 23rd Street [Exiting) To 23rd Street (Entering) TOTAL "VESTED" TRAFFIC 0 0 D D D 0 0 0 D 0 0 0 0 0 9 0 Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.3% 1.3% 1.305 13% 1.3% 1.39''3 1393 13% 1 3% 1.3% 1.314 1_3% 1393 13% 1 3% 1.35% AM BACKGROUND TRAFFIC GROWTH D 1 9 s D c D 9 D 9 35 0 0 0 57 0 AM NON -PROJECT TRAFFIC 0 10 0 46 0 D D D 0 285 0 1 0 464 0 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue _ From 23rd Street (Exiting) To 23rd Street (Entering) TOTAL "VESTED" TRAFFIC 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Years To Buildout 10 10 10 10 10 10 1n i3 13 1D 10 10 19 10 10 10 Yearly Growth Rate 1.3% 1 3% 1.3% 1 3% 1.3% 1..31 1.3% 1.3% 1.3% 1.3% 1.3%% 1.3% 1.3% 1.3% 1.351 1.3% PM BACKGROUND TRAFFIC GROWTH 0 5 D 9 0 c " 0 0 0 79 0 0 0 44 0 PM NON -PROJECT TRAFFIC O 39 76 0 0 0 0 1 1 0 1 644 0 0 D 359 0 "PROJECT DISTRUBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting 6D% 5011 "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NOR SBU SBL SST SBR Project Pass - By Trips Net New 58 157 AM TOTAL PROJECT TRAFFIC 0 0 0 0 0 0 0 D 0 0 58 0 0 0 _157 0 AM TOTAL TRAFFIC O 10 46 D D 0 0 347 0 0 521 0 "FM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 156 80 PM TOTAL PROJECT TRAFFIC 156 a0 PM TOTAL TRAFFIC O 39 76 0 0 1 0 802 0 0 0 439 0 INTERSECTION: COUNT DATE: AM PEAK HOUR FACTOR: PM PEAK HOUR FACTOR: "AM EXISTING TRAFFIC" TRAFFIC VOLUMES AT STUDY INTERSECTIONS NW 23rd Street and NW 6th Avenue May 13, 2015 0.92'" 0.86 EBU EBL EBT EBR WBU WBL WBT WBR NBU NB1- NET NBR SBU SBL SET SBR AM Raw Turning Movements 0 0 0 0 0 9 0 4 0 0 9s 4 0 4 76 0 Peak Season Correction Factor t.030 1,030 1.030 1.030 t.D30 1,030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS O I 0 I 0 I 0 I 0 I 9 I 0 1 4 -1_._P 1 0 199 I 4 I 4 78 1 0 "PMEXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NEL NBT NBR SBU SBL SET SBR PM Raw Turning Movements D o 0 a 0 33 0 a D 0 136 7 0 3 37 0 Peak Season Correction Factor 1.030 1.030 1.030 1030 t.030 1.030 1.030 1A30 1.03D 1.030 1.030 1.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS ' o I_ o I o l o 1 o I 34 L o [ a I D I o I 140 I 7 I o l a J 9D I 0 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue From 23rd Street (Exiting) -t0 -5 2 9 To 23rd Street (Entering) 3 -3 -5 2 TOTAL "VESTED" TRAFFIC 0 0 0 0 0 -10 0 -s 0 0 5 -5 0 -5 7 0 Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.315 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% AM BACKGROUND TRAFFIC GROWTH 0 14 AM NON -PROJECT TRAFFIC O 0 0 0 I 0 0 0 0 0 D 118 0 D 0 96 0 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue From 23rd Street (Exiting] -39 -9 4 20 To 23rd Street (Entering( 4 -a -3 1 TOTAL "VESTED" TRAFFIC e 0 0 0 0 -30 0 -9 0 0 6 -6 a -3 21 0 Years To Bulidout 10 10 '10 10 10 10 10 10 10 10 10 10 10 113 10 10 Yearly Growth Rate 1.3% 1.3% 1,3% 1.015 1.3% 1.3% 1,3% 1.315 1 3% 13% 1.3% 1 3% 1.354. 13% 1 3h 1.013 PM BACKGROUND TRAFFIC GROWTH 0 0 0 0 0 5 0 1 0 0 15 1 0 0 13 0 PM NON -PROJECT TRAFFIC O 0 0 D 0 0 0 0 0 0 167 0 0 0 1 124 I 0 "PROJECT DISTRUBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NEB SBU SBL SBT SBR Pass -Hy Distribution Net New Distribution Entering Exiting Entering Exiting "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NET NBR 56U SBL SBT SBR Project Pass - By Trips Net New AM TOTAL PROJECT TRAFFIC 0 0 0 0 D D 0 0 D 0 0 0 0 0 D 0 AM TOTAL TRAFFIC 0 0 0 D D 0 0 118 0 0 0 96 [ 0 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New PM TOTAL PROJECT TRAFFIC PM TOTAL TRAFFIC I 0 0 0 0 0 0 I 0 0 0 0 167 0 0 124 0 Nate: (1) PHF adjusted to 0.92 to reflect more consistent peak hour traffic now as a result of project canstruotlon INTERSECTION: COUNT DATE: AM PEAK HOUR FACTOR: PM PEAK HOUR FACTOR: "AM EXISTING TRAFFIC" TRAFFIC VOLUMES AT STUDY INTERSECTIONS NW 23rd Street and NW 5th Avenue (South) May 13, 2015 0.92n' 0.92 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements 0 8 0 0 0 0 0 0 0 0 10 0 2 0 11 16 Peak Season Correction Factor 1-030 1 030 1 030 1 030 1.030 1 030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS 0 I 8 0 1 0 I 0 I 0 I 0 L 0 ] 0 _I 0 I 10 I 0 I 2 I 0 i1 I to "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 0 22 0 2 ❑ ❑ 0 0 0 0 13 0 e 0 12 36 Peak Season Correction Factor 103❑ 1.03❑ 1.030 1.030 1.030 1.030 1.030 ' 1.030 1.03D 1.030 1.03D 1.030 1.030 i 1.030 1.030 1 030 PM EXISTING CONDITIONS 1 0 1 23 10 1 2 1 0 I 0 I 0 _ 0 _I 0 I 0 I 13 1 0 I 6 I 0 I 12 I 37 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SOT SBR 2110 North Miami Avenue From 23rd Street (Exiting) -9 5 To 23rd Street (Entering) 8 -17 TOTAL "VESTED" TRAFFIC 0 -_ 0 0 0 0 D o ❑ ❑ s 0 0 0 B -17 Years To Buiidout Yearly Growth Rate AM BACKGROUND TRAFFIC GROWTH 10 13% 10 13% 10 1.3% 10 1,3% 0 10 1.3% 10 1.3% ❑ 1.3% 10 1.3% 10 1.3% 10 1.3% 10 1.3% 10 1.3% 10 1.3% 10 1.3% 1D 1,3% 2 10 1.3% AM NON -PROJECT TRAFFIC 0 0 D 0 D D D 0 0 0 18 0 2 0 21 D 1 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue From 23rd Street (Exiting) -20 -2 13 1 To 23rd Street (Entering( 21 -42 TOTAL "VESTED" TRAFFIC 0 -20 0 -2 0 0 0 0 0 0 13 0 0 D 22 -42 Years To Buildout to 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth hate 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1,3% 1 3% 1.3% 1.36'' 1 310 13% 1.3% 1.3% PM BACKGROUND TRAFFIC GROWTH D 3 0 D 0 0 0 0 0 0 2 0 1 D 2 5 PM NON -PROJECT TRAFFIC I 0 0 0 I D 0 0 0 I 0 2 0 28 0 7 D 39 0 "PROJECT DISTRUBUTiON" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Net New Distribution Entering Exiting Entering Exiting "AM PROJECT TRAFFIC" LAND USE TYPE Project Trips Pass - By EBU EBL EBT EBR WBU WBL WET WBR NBU NBL NBT NBR SBU SBL SBT SBR Net New AM TOTAL PROJECT TRAFFIC AM TOTAL TRAFFIC 0 0 0 0 0 0 0 0 1 0 0 16 0 2 0 21 01 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New PM TOTAL PROJECT TRAFFIC PM TOTAL TRAFFIC D 0 0 0 0 I 9 I 0 0 0 0 I 20 0 7 0 35 I 0 Note: 11) PHF adjusted 10 0.92 to reflect more cansistent peak hour traffic Now as a result of project construction TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 23rd Street and NW 5th Avenue (North) COUNT DATE. May 13, 2015 AM PEAK HOUR FACTOR: 0.92 "' PM PEAK HOUR FACTOR: 0.92 "I "AM EXISTING TRAFFIC" EBU EBL EST ERR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements 0 0 0 0 0 0 0 20 0 0 18 0 1 0 20 0 Peak Season Correction Factor 1.030 1,030 1.030 1.030 1,030 1,030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS 101 0 i 0 a J D J D. 0 J 3D I D I D I 19 I D I D 27 I 0 "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SET SBR PM Raw Turning Movements 0 0 0 0 0 10 0 78 1 0 29 0 8 0 41 0 Peak Season Correction Factor , 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.03D 1.030 1,030 1,030 1,030 1.030 1 030 1.030 PM EXISTING CONDITIONS 0 I a J D I 0 I a I is I 0 I 8o I 7 a I 3a I a I al 0 I 42 I 0 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WET WBR NBU NBL NET NBR SBU SEL SBT SBR 2110 North Miami Avenue From 23rd Street (Exiting) -B To 23rd Street (Entering) .9 TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 0 0 0 0 -5 0 0 0 -9 0 Years To Buildout 10 10 10 70 10 10 10 10 10 1D iD 10 10 10 10 1D Yearly Growth Rate 1.3% 13% 1.3% 7.3% 1.3% 1.3% 1.3% 1,3% 1.3% 1.3% 1.3% 1.33'. 1.3% 13% 1.3% 1.3% AM BACKGROUND TRAFFIC GROWTH 0 0 0 0 0 0 0 4 0 0 3 0 0 0 4 0 AM NON -PROJECT TRAFFIC 0 a 9 a a a a 34 0 a 17 0 1 0 22 D "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SET SBR 2110 North Miami Avenue From 23rd Street (Exiting) -13 1 To 23rd Street (Entering) -21 TOTAL "VESTED" TRAFFIC D 0 0 0 0 D a 0 0 0 13 0 0 0 -2D 0 Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 141 10 10 10 Yearly Growth Rate 1.3% 1.3% 1.3% 1_3% 73'.. 13% 1,3°h 13% 1.3% 1.3% 1.34'__ 1.3% 13% 1.3% 1.3% 1,3% PM BACKGROUND TRAFFIC GROWTH 0 11 0 4 0 I PM NON -PROJECT TRAFFIC D 0 0 0 0 11 0 97 1 0 21 0 9 0 28 0 "PROJECT DISTRUBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WER NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting _ Net New Distribution Entering 5.0% 0.0'/ 70% Exiting a Cr;., 7.0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NET NBR SBU SBL SBT SBR Project Trips Pass - By Net New AM TOTAL PROJECT TRAFFIC a 58 58 148 148 157 157 137 137 AM TOTAL TRAFFIC a 0 a I 0 0 a I 0 92 a I a 195 0 157 159 0 "PM PROJECT TRAFFIC" LAND USE TYPE Project Pass - By Trips Net New PM TOTAL PROJECT TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SEL SET SBR 156 158 188 138 130 80 70 70 PM TOTAL TRAFFIC 0 a 0 I 0 I 11 D I 249 1 D I 209 ' 0 80 98 I a Not {1) PHF adjusted to 0.92 to reflect more consistent peak hour traffic Dow as a result of project construction TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 23rd Street and NW 2nd Avenue COUNT DATE: May 13, 2018 AM PEAK HOUR FACTOR: 0.91 PM PEAK HOUR FACTOR: 0.87 "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WET WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements 0 0 0 0 0 0 0 0 D 19 271 0 0 0 383 28 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1-030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS f 0 1 0 1 o ( D 1 0 1 0 f 0 f 0 f 0 1 20 f 279 1 0 f 0 J 0 1 3s4 1 27 f "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NOR SBU SBL SBT SBR PM Raw Turning Movements 0 0 0 0 0 0 0 0 0 29 555 0 1 0 280 58 Peak Season Correction Factor 1.030 1.030 1.03D 1,030 1.030 1.030 1.030 1.030 1.030 1.030 1.039 1.030 1.030 1.030 1.03C 1.030 PM EXISTING CONDITIONS J a{ a I D f 0 f a f o f o I 0 I D I oD I sr2 I o f 1 I D 12ae I 5a I "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WEL WET WBR NBU NBL NET NOR SBU SBL SET SBR 2110 North Miami Avenue From 23rd Street (Exiting) To 23rd Street )Entering) TOTAL "VESTED" TRAFFIC o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 to 10 10 10 _ Yearly Growth Rate 1.3% 1.3% 1.335 1.3% 1.3% 1-3% 1-3% 1.3% 1 3% 1.3% 1.3% 1.331 1.3% 1.3% 1.3% 1.355 AM BACKGROUND TRAFFIC GROWTH 0 D 0 0 0 0 0 0 0 3 39 0 0 0 55 4 AM NON -PROJECT TRAFFIC 0 0 0 0 a 0 0 0 0 f 23 J 318 0 I 0 0 449 31 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NET NBR SBU SBL SBT SBR North Miami Avenue _2110 From 23rd Street (Exiting) To 23rd Street (Entering) TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a Years To Buildout 1D 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1,3% 1,3% 1.3% 1 3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.335 1.3% 1.3% 1.3% 1.3% 1 3% PM BACKGROUND TRAFFIC GROWTH 0 0 0 o a 0 0 0 0 4 BD 0 0 0 40 3 PM NON -PROJECT TRAFFIC a a 0 0 f 0 f Di 0 0 34 652 0 0 326 66 "PROJECT DISTRUBUTION" D USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering 67.058 -67015 -330% 330% Exiting 67.035 33.0% Net New Distribution Entering _ 1.008 18.0% 7.0% 1.0:5 Exiting 1.0% 190% 1.0% 7.035 "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project I Pass - By 78 39 73 -78 -39 39 Trips Net New 7 151 380 51 137 20 AM TOTAL PROJECT TRAFFIC 0 65 D 190 D 0 a a 0 438 -27 0 a D 96 59 AM TOTAL TRAFFIC 0 93 0 190 f 0 0 0 0 a 461 291 0 8 0 547 90 1 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Pass - By 73 39 78 -73 -32 39 Trips Net New 20 364 200 133 70 10 PM TOTAL PROJECT TRAFFIC 98 413 278 60 31 49 PM TOTAL TRAFFIC 0 98 9 403 0 0 0 0 312 712 0 j 1 0 151 115 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 22nd Street and NW tth Avenue Proposed: NW23rd Street and NW 6th Avenue COUNT DATE: May 13, 2015 AM PEAK HOUR FACTOR: 0.92 la PM PEAK HOUR FACTOR: 0.85 "AM EXISTING TRAFFIC" EBU EEL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements 0 1 0 0 ❑ 0 7 0 2 0 0 99 4 0 2 52 0 Peak Season Correction Factor 1.030 1 030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 103,0 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS I 9 I 0 0 D I D I 7 I D I 2 I D I D I 102 I 4 , 0 i 2 I 64 I 4 I "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 0 0 0 0 0 11 0 2 0 0 140 9 0 0 113 0 Peak Season Correction Factor 1.030 1.030 1 030 1,03E 1,030 1.03E 1.030 P:030 1.030 1.030 1,030 1.030 1,030 1.030 1.030 1.030 PM EXISTING CONDITIONS I D I D I D I 0 I 0 111 10 I 2 I 0 I 0 1144 19 I D I o I iI6 I o I "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue From 23rd Street (Exiting) 5 2 -5 To 23rd Street (Entering) 0 2 TOTAL 'VESTED"TRAFFIC 0 0 0 0 0 5 0 2 0 0 0 2 0 2 -5 0 Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1 3% 1.3% 1.3% 1 355 1.3% 1 3% 1.3% 1.3% 1.3% 1.3% 1.3% 1,3% 1.3% 1,3% 1.3% 1.3% AM BACKGROUND TRAFFIC GROWTH 0 0 0 0 0 1 0 0 0 a 14 1 0 0 12 0 AM NON -PROJECT TRAFFIC I 0 0 0 0 0 13 I 0 4 0 L 0 I 116 7 0 4 91 0 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue From 23rd Street (Exiting) 19 4 -19 To 23rd Street (Entering) 4 1 TOTAL "VESTED" TRAFFIC 0 0 0 0 D 19 0 4 0 0 0 0 1 -19 0 Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 '10 Year€y Growth Rate 1.3% 1.3% 1,3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.34E 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% PM BACKGROUND TRAFFIC GROWTH 0 0 a 0 0 2 0 0 0 0 20 1 0 0 16 0 PM NON -PROJECT TRAFFIC I 0 0 0 4 0 32 0 6 I 0 0 164 14 0 1 I 112 0 "PROJECT DISTRUBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Net New Distribution Entering Exiting Entering Exiting 20% 1.0E 1.0% 1.0% 2.0% 1.0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WST WBR NBU NEL NET NBR SBU SBL SBT SBR Project Pass - By Trips Net New 46 7 34 20 AM TOTAL PROJECT TRAFFIC 0 0 0 0 0 a 0 46 0 0 7 0 0 34 20 0 AM TOTAL TRAFFIC 9 D 0 0 0 13 0 59 0 D 123 7 0 39 111 0 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New PM TOTAL PROJECT TRAFFIC 40 40 20 20 49 49 PM TOTAL TRAFFIC 0 0 0 I 0 0 32 I 0 46 0 0 134 14 ,I 0 J 50 L 121 v Note (1l PHF adjusted to 0.92 to reflect more co tent peak hour traffic now as a result of project contraction TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 22nd Street and NW 5th Avenue Proposed: NW 23rd Street and NW 5th Avenue COUNT DATE: May 13, 2015 AM PEAK HOUR FACTOR: 0.92 11 PM PEAK HOUR FACTOR: 0.92 "' "AM EXISTING TRAFFIC"' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR 5BU SBI. SET SBR AM Raw Turning Movements 0 a 0 0 0 0 0 0 0 9 2 9 0 ' D 1 10 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1030 1 030 1 030 1 030 1.030 1.430 1.039 1.930 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS 1 D I a 1 0 1 0 1 0 1 D 1 0 1 0 I 0 1 D 1 2 1 D I D loll' t0 "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WET WBR NBU NBL NBT NOR SBU SBL SET SBR PM Raw Turning Movements 0 10 0 0 9 0 0 0 0 0 0 0 8 9 0 14 Peak Season Correction Factor 1 030 1-030 t 030 1 030 1030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.630 1.0313 1.030 PM EXISTING.CONDITIONS I a Ito I D I 0 I 0 I 0 I 0 I 0 } 0 I D I 1 I 0 I 6 I 0 I 0 I 74 I "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2116 North Miami Avenue From 23rd Street (Exiting) 5 To 23rd Street (Enteringi e TOTAL "VESTED" TRAFFIC 0 s 0 0 D 0 0 0 0 0 0 0 0 0 0 D Years To Buildaut 10 19 10 10 10 10 10 10 10 10 10 10 10 10 10 t9 Yearly Growth Rate 13% 13% 1.3% 13% 1_3% 1.3% 1.3% 13% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% AM BACKGROUND TRAFFIC GROWTH 0 0 0 0 AM NON -PROJECT TRAFFIC O 14 0 0 0 0 0 I a I 0 0 2 0 0 0 T 1 19 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue _ From 23rd Street (Exiting) 13 1 1 To 23rd Street (Entering} 21 TOTAL "VESTED" TRAFFIC 0 13 0 1 0 9 0 0 0 0 0 0 ❑ 0 1 21 Years To Buildout 10 10 10 10 10 10 10 10 1D 10 10 10 10 10 1D 10 Yearly Growth Rate 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1,3% PM BACKGROUND TRAFFIC GROWTH 0 1 D D D D ❑ D 0 0 0 0 1 0 0 2 PM NON -PROJECT TRAFFIC O 24 3 1 0 0 0 0 0 0 0 0 7 a 1 37 "PROJECT DISTRUBUTION" LAND USE TYPE Pass -By Distribution Entering EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Exiting Net New Distribution Entering Exiting 23.0.3 2i.0% 7.0% ED% 6.0% 2.0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SET SBR Project Pass - By I Trips Net New 189 412 180 133 AM TOTAL PROJECT TRAFFIC o o a 189 0 0 0 0 D 412 180 0 0 0 133 0 AM TOTAL TRAFFIC D 14 0 189 0 0 D 0 412 I 182 0 I D j 0 L 134 19 "PM PROJECT TRAFFIC" LAND USE TYPE Project Trips Pass - By EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NOT NBR SBU SBL SBT SBR Net New 513 210 188 99 PM TOTAL PROJECT TRAFFIC 513 210 188 49 PM TOTAL TRAFFIC O 24 I 0 514 0 0 0 0 0 210 188 0 7 0 10D 37 Nate: 11) PHF adjusted to 0.82 to reflect more consistent peak tour traffic flow as a result of project car Traction TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 22nd Street and NW 3rd Avenue COUNT DATE: May 13, 2015 AM PEAK HOUR FACTOR: 0.87 PM PEAK HOUR FACTOR: 0.92 "AM EXISTING TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements 0 0 22 30 0 11 21 0 0 24 0 18 0 0 0 0 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS I 0 I a I 23 I 31 P a I 11 I 22 I 0 f 0 I z6 1 o I is 19 10 I 9 I 0 J "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 0 9 6 16 9 22 11 0 0 32 0 50 0 0 0 0 Peak Season Correction Factor 1.030 1 030 1.033 1.030 I 1.030 . 1.030 1.030 1.030 1,030 1.030 1.030 1.030 I 1.030 1 1.030 I 1.030 I 1.033 PM EXISTING CONDITIONS I a I 0 re I 16 10 I 23 I 11 10 I n I 33 1 a l 52 10 I DI DID "AM BACKGROUND TRAFFIC" EBU EBL BHT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue 2 4 From 23rd Street (Exiting( To 23rd Street (Entering( TOTAL "VESTED" TRAFFIC 0 0 2 0 a 0 4 0 0 0 0 0 0 0 0 0 Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.3% 1.3% 13% 1.3% 1.3% 1.3% 1.3% 1.093 1.3% 1.3% 1 3% 13% 1.3% 1.3% 1.3% 1.3% AM BACKGROUND TRAFFIC GROWTH 0 0 3. 4 0 2 3 0 0 3 ❑ 3 0 0 0 0 AM. NON -PROJECT TRAFFIC a a I 26 35 5 13 29 0 0 I 28 f 0 22 0 0 0 0 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue 4 3 From 23rd Street (Exiting( To 23rd Street (Entering( TOTAL "VESTED" TRAFFIC 0 a 4 0 0 0 3 0 0 0 0 0 0 0 0 0 Years To Bnildout 10 10 10 10 10 t0 10 :ID 10 10 1e 10 10 10 10 10 Yearly Growth Rate L 7 3% 13% 1.3% 13% 1.3% 1.3% 1,3% 1.3% 1.3% 1,3% 1.3%13% 1.3% 1.3% 1.3% 1.3% PM BACKGROUND TRAFFIC GROWTH 0 0 1 2 0 0 2 0 0 5 0 1 0 0 0 0 PM NON -PROJECT TRAFFIC I a a 13 I 18 0 26 j 16 L 0 j 0 36 0 59 0 0 0 0 "PROJECT DISTRUBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Net New Distribution Entering 10% 5:0% 260% 50% Exiting 5.0% 260% 5..0% 1.0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU ESL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Pass - By Trips Net New 64 189 36 125 510 97 AM TOTAL PROJECT TRAFFIC 0 0 54 169 0 36 125 0 0 51n o 97 0 0 0 0 AM TOTAL TRAFFIC j 0 !1 92 1 224 0 49 154 0 0 536 a 119 0 0 I 0 a "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SST SBR Project Pass - By Trips Net New 128 513 99 79 260 50 PM TOTAL PROJECT TRAFFIC 120 513 99 79 260 50 PM TOTAL TRAFFIC 0 0 I 141 I 53.1 j 0 125 95 0 0 298 0 109 0 0 a 0 Note: 111 PHF adjusted to 0.92 to reflect more consistent peak hour traffic flow as a result of project construction TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 22nd Street and NW 2nd Avenue COUNT DATE: May 13. 2015 AM PEAK HOUR FACTOR: 0.94 PM PEAK HOUR FACTOR: 0.58 EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Fuming Movements 0 22 0 B 0 0 0 0 0 4 211 0 0 0 I 345 21 Peak Season Correction Factor 1 030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1 930 1.030 M 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS 1 0 1 23 I 0 I 8 1 0 1 0 I 0 I 0 I D 1 4 1 217 0 I 0 1 0 1 355 1 22 -1 EBL EBT EBR WBU WBL WBT WBR NBU NBL NET NBR SBU SBL SET SBR PM Raw Turning Movements 0 46 0 6 0 0 0 0 0 5 359 0 0 0 214 25 Peak Season Correction Factor 1930 1.030 1.030 1.030 1.030 ' 1.030 1-030 1-030 1.030 1 030 1.030 1.030 1.030 1.030 1.030 1,030 PM EXISTING CONDITIONS 0 1 47 I D I 6 J 0 0 I 0 I D I 0 1 5 I 370 I 0 I 0 I 0 I 220 I 25 1 "OM R8(: KC: R[113N17 TRAFFIC." EBL EBT EBR WBU WBL WET WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue 2 4 From 23rd Street {Exiting} To 23rd Street (Entering} TOTAL "VESTED" TRAFFIC 0 2 0 0 0 0 0 0 D D 0 0 0 0 0 4 Years To 6uild0ut 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.356 1.3% 1.395 1.3% 1.3% 1.356 1.31.E 1 3% 1 3% 1.3% 1.3% 1.3% 1.396 1.3% 1.3% 5.3% AM BACKGROUND TRAFFIC GROWTH 0 3 0 1 0 0 0 0 0 1 30 0 0 0 49 3 AM NON -PROJECT TRAFFIC O 28 0 9 0 0 0 0 0 5 2471 0 I 0 0 404 29 "PM BACKGROUND TRAFFIC" EBU EEL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2114 North Miami Avenue 4 3 From 23rd Street (Exiting( To 23rd Street lEnteringl TOTAL "VESTED" TRAFFIC 0 4 0 0 0 0 0 0 0 0 0 0 0 0 ' 0 3 Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.3% 1.3% 1.356 1.356 1.3% 1 356 1.3% 1,3% 1.3% 13% 1.3% 1.3% 1.356 1-3% 1.3q 1 3% PM BACKGROUND TRAFFIC GROWTH 0 7 0 1 0 0 0 0 0 1 51 0 0 0 31 4 PM NON -PROJECT TRAFFIC • SB I 0 7 0 0 0 1 0 0 6 421 0 0 0 251 33 "PROJECT DISTRUBUTION" WBU WBL WBT WBR NBU NBL NET NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Net New Distribution Entering 4.0% 3.05 10.0%. Exiling 10.0% 4.0% 00% "AM PROJECT TRAFFIC" BT EBR WBU WBL WBT WBR NBU NBL NET NBR SBU SBL SBT SBR Project Pass - By Trips Net New 73 29 76 157 56 195 AM TOTAL PROJECT TRAFFIC 0 73 0 29 0 0 0 0 0 78 137 0 0 0 58 196 AM TOTAL TRAFFIC O 101 0 36 0 0 0 0 0 83 404 0 0 0 402 225 "PM PROJECT TRAFFIC" LAND USE TYPE Project Trips Pass - Sy EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Net New 197 79 37 60 15B 100 PM TOTAL PROJECT TRAFFIC 197 79 37 SO 156 100 PM TOTAL TRAFFIC O 256 0 06 1 0 0 D 0 0 43 5011 D I 0 10 409 133 INTERSECTION: COUNT DATE: AM PEAK HOUR FACTOR: PM PEAK HOUR FACTOR: "AM EXISTING TRAFFIC" TRAFFIC VOLUMES AT STUDY INTERSECTIONS NW 20th Street and NW 3rd Avenue May 13, 2015 0.95 0.87 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements a 23 463 30 0 114 397 10 0 38 20 110 0 3 26 32 Peak. Season Correction Factor 1.030 1.030 1.030 1,030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS 0 24 I 477 I 31 L 0 J 117 I 409 1 10 I 0 I 39 I 21 1 113 I 0 I 3 I 27 I 33 "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 0 45 ' 405 25 0 53 478 19 0 130 53 183 0 4 16 25 Peak Season Correction Factor 1.030 1.030 1.033 1.030 1.030 1.030 1.030 1.030 1,030 1.030 1.030 1.030 1.030 1.030 1,030 1.030 PM EXISTING CONDITIONS I 0 I 46 I 417 I 26 I 0 I 85 I 492 I 20 I 0 I 134 I 55 I 196 I 0 1 4 I 16 I 26 "AM BACKGROUND TRAFFIC" EBU ESL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue From 23rd Street Exiting To 23rd Street (Entering! TOTAL "VESTED" TRAFFIC 0 0 a 0 0 0 0 a 0 0 0 0 0 a a 0 Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.3% 1.356 1.345 1.356 1.356 13% 1.3% 1.3% 1.356 1,3% 1.3% 1.3% 1.3% 1.3% 1,3i'% 1.35% AM BACKGROUND TRAFFIC GROWTH a 3 66 4 0 10 57 1 0 5 a 1s 0 0 4 0 AM NON -PROJECT TRAFFIC 0 27 I 543 35 0 133 466 11 0 44 24 129 0 3 31 36 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue From 23rd Street (Exiting) To 23rd Street (Entering) TOTAL 'VESTED" TRAFFIC 0 0 0 0 0 0 0 a 0 3 0 0 0 0 0 a Years To Buildout 10 10 10 10 10 10 10 10 1a 10 10 10 10 1a 10 10 Yearly Growth Rate 1 3'.% 1.3% i_31'.; 1 3% 1 3% 1.3% 1.3% 1.3% 1.3`J 13% 1.3% 1.3% 1.3% 1,3% 1.9% 1.3% PM BACKGROUND TRAFFIC GROWTH 0 6 50 4 0 12 05 3 0 10 8 26 0 1 2 4 PM NON -PROJECT TRAFFIC 0 52 475 30 0 I 97 560 23 0 153 I_ 63 214 0 5 18 30 J "PROJECT DISTRURUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Net New Distribution Entering Exiling Entering Exiting 12.0% 6.0% 6,035 140% 5 011 14.0% s,0% 12.9% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NET NBR SBU SBL SBT SBR Protect Pass • By Trips Net New 235 44 118 274 50 102 36 87 AM TOTAL PROJECT TRAFFIC 6 235 44 0 0 0 118 274 0 0 96 0 0 102 36 97 AM TOTAL TRAFFIC 3 262. I 587 35 0 133 564 285 0 44 122 129 0 105 67 125 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass • By Net New PM TOTAL PROJECT TRAFFIC 120 120 118 118 60 60 140 140 53 276 276 99 99 237 237 PM TOTAL TRAFFIC 0 172 593 30 0 97 620 163 0 153 113 214 0 281 117 267 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 20N1 Street and NW 2nd Avenue COUNT DATE: May 13, 2015 AM PEAK HOUR FACTOR: 0.95 PM PEAK HOUR FACTOR: 0.88 "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SEU SBL SET SBR AM Raw Turning Movements 0 127 453 6 0 4 331 46 0 0 0 0 0 133 7 217 Peak Season Correction Factor 1.030 1.030 1,030 1.030 1.030 1.030 1-030 1.030 1 030 1030 1 030 1 030 1.030 1.030 1 030 1.039 L AM EXISTING CONDITIONS 0 I 131 I 467 I s 10 I a I 341 I 47 I n I 01 al 01 0 1 137 17 I 224 "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 0 152 409 9 0 0 440 110 0 0 0 0 0 97 2 152 Peak Season Correction Factor 1 930 1-030 1.030 1 030 1 030 1 030 1.030 1.030 1 030 1.030 1030 1.030 1,030 1,030 1.030 1.030 PM EXISTING CONDITIONS I 0 I 157 I 421 I 9 I 0 I 0 I 441 I 119 I 0 I 0 I 5 I 0 I 0 I 100 I 2 I 157 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue From 23rd Street (Exiting] To 23rd Street (Entering). TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.3% 1.3% 1.3% 1.3% 1.3% 1359 1.3`3 1.3% 1.3% 1.3% 1.3% 1.3% 1,34 1.3% 1.3% 1.3% AM BACKGROUND TRAFFIC GROWTH 0 15 00 1 0 0 47 7 0 0 0 0 0 10 1 31 AM NON -PROJECT TRAFFIC O 149 532 7 0 0 386 I 54 0 0 0 0 0 I 156 8 255 I "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NOT NBR SBU SBL SBT SBR 2110 North Miami Avenue From 23rd Street (Exiting) To 23rd Street (Entering) TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 1d 10 10 10 Yearly Growth Rate 1.3% 1.3% 1,3% 1.3% 1.3% 1.359 1,3% 1.3% 1.3% 1.3% 1.339 1.300 1.3% 1.3% 1.3% 1.3% PM BACKGROUND TRAFFIC GROWTH 0 22 59 1 0 0 54 17 0 0 0 0 0 14 0 22 PM NON -PROJECT TRAFFIC O 179 480 I 19 _ 0 I 0 l 525 136 0 0 0 0 0 114 2 I 179 "PROJECT DISTRUBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NOR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Net New Distribution Entering 20.059 12.0 % Exiting 13-0% 7.0% 12.0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WET WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Pass - By Trips Net New 95 61 392 235 87 AM TOTAL PROJECT TRAFFIC 0 0 95 61 0 0 392 235 0 a a a 0 87 0 0 "PM PROJECT TRAFFIC" LAND USE TYPE Project Trips Pass - By Net New EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 256 138 199 117 237 PM TOTAL PROJECT TRAFFIC 256 133 199 117 237 PM TOTAL TRAFFIC O 179 736 148 0 0 724 253 0 0 0 0 0 351 2 179 INTERSECTION: COUNT DATE: AM PEAK HOUR FACTOR: PM PEAK HOUR FACTOR: "AM EXISTING TRAFFIC" TRAFFIC VOLUMES AT STUDY INTERSECTIONS NW 20th Street and NW 1st Place May 13, 2015 0-97 0.85 EBU EBL EBT EBR WBU WBL WET WBR NBU NBL NBT NBR SBU SBL SBT SBR AM RawTuming Movements Peak Season Correction Factor 1.030 1.030 593 1.030 1.030 1 030 1.030 354 1.030 7 1,030 1,030 23 1.030 1.030 16 1.030 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS 1 0 I 0 I 011 I DI al 0 I 365 I 7 L 0 I 24 I 0 1 19 I 0 I 0 1 0 I 0 "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WET WBR NBU NBL NET NBR SBU SBL SBT SBR PM Raw Turning Movements Peak Season Correction Factor 1.030 4 1.030 507 1.030 18130 1,030 0 1.030 438 1.030 1.030 1.030 78 1.030 29 1.030 29 1.030 1.030 1-030 1 030 1 030 PM EXISTING CONDITIONS I 0 I 4 522 I D I 0 I 0 I 003 I 9 I 0 1 00 I 30 30 I 0 I 0 I D I 0 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NEL NBT NBR SBU SBL SET SBR 2110 North Miami Avenue From 23rd Street (Exiting) To 23rd Street (Entering) TOTAL "VESTED' TRAFFIC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Yearn To Buildout 10 10 10 10 10 to 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.3 13% 1.3% 1 3% 1,3% 1.3% 1.3% 1.3% 1,3% 1.3% 1 3% 1.3% 1.314 1. 3% 1,3% 1.3 4 AM BACKGROUND TRAFFIC GROWTH 0 0 05 0 0 0 51 1 0 3 1 3 0 0 0 0 AM NON -PROJECT TRAFFIC 0 I 0 09e 0 I 0 0 416 8 0 27 22 0 0 0 0 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SAL SOT SBR 2110 North Miami Avenue From 23rd Street (Exiting) _ To 23rd Street (Entering) TOTAL" NESTED" TRAFFIC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Years To Buildout 10 to 10 10 10 10 10 10 to 10 10 10 10 10 10 10 _ Yearly Growth Rate 1.3% 1.3% 1.381 1.3% 1.3% 1.3% 1.3% 1.3% 1 3% 13% 1.3% 1.3% 1.3% 1.3% 1.3% 1.311 PM BACKGROUND TRAFFIC GROWTH a 1 73 a 0 0 70 1 0 11 4 4 0 0 0 0 PM NON -PROJECT TRAFFIC I 0 5 599 I 0 0 0 573 10 0 91 34 34 0 0 0 1 0 "PROJECT DISTRUBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Net New Distribution Entering 25.0% 7.0% Exiling "AM PROJECT TRAFFIC" LAND USE TYPE 25.0% EBU EBL EBT EBR WBU WEL WBT WBR NBU NEL NOT NBR SBU SBL SBT SBR Project Trips Pass - By Net New AM TOTAL PROJECT TRAFFIC 182 162 490 490 137 437 AM TOTAL TRAFFIC B B7B 0 0 L 0 906 I a D 164 6 22 0 0 0 0 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 493 247 70 PM TOTAL PROJECT TRAFFIC 493 247 70 PM TOTAL TRAFFIC 0 5 1,088 0 0 0 030 40 0 101 34 34 0 0 0 D INTERSECTION: COUNT DATE: AM PEAK HOUR FACTOR: PM PEAK HOUR FACTOR: "AM EXISTING TRAFFIC" TRAFFIC VOLUMES AT STUDY INTERSECTIONS N 20th Street and N Miami Avenue May 13, 2015 0.95 0.94 EBU EEL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements 0 76 276 178 0 0 288 151 0 3 159 14 0 157 073 77 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS 0 I 78 I 244 I 183 I 01 D 1 297 I 166 I 0 L 3 I 154 I 14 I 162 I 1.002 I 79_ "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 0 tm 284 00 0 0 375 173 0 16 595 10 0 127 289 90 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS I 0 L 110 I 293 I 82 1 0 I D I 324 I 178 I 0 I 16 I 613 I 20 I 0 1 131 I 298 I 93 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue 3 13 5 20 From 23rd Street (Exiting} To 23rd Street (Entering} TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 a 3 0 0 13 D a 5 28 0 Years To Buildout 10 10 10 10 10 10 10 to 10 10 10 10 10 ' 10 10 10 Yearly Growth Rate 1.3% 1.3% 1.3% 1.3% 1.3% 1.301 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% AM BACKGROUND TRAFFIC GROWTH D 11 33 25 0 0 41 22 0 0 23 2 0 23 139 11 AM NON -PROJECT TRAFFIC ▪ 39 323 208 0 0 338 181 0 3 200 16 0 190 1,169 90 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WIT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue 0 20 s 24 From 23rd Street (Exiting) To 23rd Street (Entering) TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 0 B 0 D 29 0 0 5 24 0 Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.3% 1.3% 1.3% 1.3% 1.3% 1,3% 1,3% 1,3% 1.3% 1.3% 1.3% 1,3% 1.3% 1.3% 1,3% 1.356 PM BACKGROUND TRAFFIC GROWTH 0 15 41 11 0 0 45 25 0 0 65 3 0 18 41 13 PM NON -PROJECT TRAFFIC O 125 334 93 0 0 l 369 209 0 18 727 23 0 154 363 106 'PROJECT DISTRUBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Net New Distribution Entering Exiting Entering Exiting 11.0% 14.0% 11.0`11 14.0% 8.0% 6.0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WET WBR NBU NBL NBT NBR EBU SBL SBT SBR Project Trips Pass - By Net New AM TOTAL PROJECT TRAFFIC B4 80 102 102 216 216 274 274_. 113 116 44 44 4 AM TOTAL TRAFFIC O 89 403 319 L 0 _0 554 131 0 277 316 16 0 190 I 1,213 90 I "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SET SBR Project Pass - By Trips Net New 217 276 110 140 60 117 PM TOTAL PROJECT TRAFFIC 217 276 11D 143 6D 117 PM TOTAL TRAFFIC O 125 551 369 0 1 0 1 479 209 0 158 787 23 0 154 480 196 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 21st Terrace and Project Driveway COUNT DATE: May 13, 2015 AM PEAK HOUR FACTOR: 0.92 PM PEAK HOUR FACTOR: 0.92 "AM EXISTING TRAFFIC" EBU EBL EBT111 EBR WBU WBL WBTI11 WBR NBU NBL NBT NOR SBU SBL SBT SBR AM Raw Turning Movements Peak Season Correction Factor 1.030 1-030 52 1 030 1030 1.030 I 45 1,030 1.030 1.030 1.030 1.030 1.030 1.030 1 030 1 030 1 030 1.030 AM EXISTING CONDITIONS I I I 54 I I 146 1 I "PM EXISTING TRAFFIC" EBU EBL EBTj1I EBR WBU WEL WBTI11 WBR NBU NBL NBT NBR SBU SBL SET SBR PM Raw Turning Movements 24 43 Peak Season Correction Factor 1 030 1.030 1030 1.930 1030 1.030 1.030 1.030 1.030 030 1.030 1.030 1.030 1,030 1.939 1.039 PM EXISTING CONDITIONS I I 25 I 44 I "AM BACKGROUND TRAFFIC" EBU EBL EBTj11 EBR WBU WBL WBTI1} WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Mlaml Avenue From 23rd Street (Exiting) To 23rd Street {Entering) TOTAL VESTED TRAFFIC 0 0 Yearn TO Bnildoot 1D 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.3% 1.3% 1,3% 1.3% 1.3% 1.3% 1.3% 1 3% 1,3% 1,3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3,A AM BACKGROUND TRAFFIC GROWTH 8 s "PM BACKGROUND TRAFFIC" EBU EBL FETUS ERR WBU WBL WBTI1' WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue from 23rd Street {Exiting) To 23rd Street (Entering) TOTAL "VESTED" TRAFFIC 0 0 Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.3% 13% 1,310 1.315 1 3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1 3% 13% 1,351 1.3% PM BACKGROUND TRAFFIC GROWTH 3 6 PM NON -PROJECT TRAFFIC "PROJECT DISTRUBUTION" LAND USE TYPE EBU EBL EBT1�1 EBR WBU WBL WBT171 WBR NBU NBL NBT NBR SBU SBL SBT SBR Pans -By Distribution Net New Distribution Entering Exiting Entering Exiting "AM PROJECT TRAFFIC" LAND USE TYPE 1.0% 4 0°8 4.01 5,0% 59% 1.0% EBU EBL EBTI11 EBR WBU WBL WBTt1} WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 20 29 79 98 36 AM TOTAL PROJECT TRAFFIC 20 00 79 48 36 7 AM TOTAL TRAFFIC 20 I 91 36 7 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBTj1' EBR WBU WBL WBT11I WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New PM TOTAL PROJECT TRAFFIC 10 19 79 79 40 4o- s9 60 99 99 20 20 PM TOTAL TRAFFIC 10 107 I BO 50 B9 20 Note: (1) Turning movement volumes determined from traffic count at NW 22nd Street and NW 3rd Avenua TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 23rd Street (South( and East Project Driveway COUNT DATE: May 13, 2015 AM PEAK HOUR FACTOR: D.92 PM PEAK HOUR FACTOR: 0.92 "AM EXISTING TRAFFIC" AM Raw Tuming Movements EBU EBL EBT7j EBR WBU WBL WBTui WBR NBU NBL NBT NBR SBU SBL SBT SBR 7 10 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.034) 1.030 7030 1030 1 030 1 030 1.030 1.030 AM EXISTING CONDITIONS I I l 7 I 1 I I 10 1 I I I I I I I I I "PM EXISTING TRAFFIC" EBU EBL EBTr1) EBR WBU WBL W13T71 WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements Peak Season Correction Factor 1130 1 030 10 1.030 1.030 1.030 11.030 14 1.030 1.030 1.030 1.030 1.030 7.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS I I 10 I I I L14 I I I I I I I I I I "AM BACKGROUND TRAFFIC" EBU EBL EBT0J EBR WBU WBL WBT11l WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue From 23rd Street (Exiting) To 23rd Street (Entering) TOTAL "VESTED" TRAFFIC 0 0 Years To Buiidout. 10 10 10 10 10 10 10 10 1n 10 10 "A 10 10 70 10 Yearly Growth Rate 1.3`k 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1,3% 1.3% 1.3% 1.3% AM BACKGROUND TRAFFIC GROWTH 1 1 "PM BACKGROUND TRAFFIC" EBU EBL EBT11I EBR WBU WBL WBT71 WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue From 23rd Street (Exiting) To 23rd Street (Entering) TOTAL "VESTED" TRAFFIC Years To Bulldout 10 10 10 10 10 10 10 40 10 10 10 10 10 10 10 Yearly Growth Rate 11.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 13% 13% 1 3% 1 3% 13% 1 373 1.3% PM BACKGROUND TRAFFIC GROWTH 2 "PROJECT DISTRUBUTION" LAND USE TYPE EBU EBL EBTti EBR WBU WBL WBTI'i WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Net New Distribution Entering 2.0% 13.0% 83% Exiting 180% B.0% 2.0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT71 EBR WBU WBL WBT11I WBR NBU NBL NET NBR SBU SBL SBT SBR Project Trips Pass - By Net New 39 131 255 157 55 15 AM TOTAL PROJECT TRAFFIC 39 131 255 157 5B 15 AM TOTAL TRAFFIC 39 439 28B 157 58 15 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT113 EBR WBU WBL WBT11 WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 20 355 130 B0 158 30 PM TOTAL PROJECT TRAFFIC 20 355 130 B0 158 33 PM TOTAL TRAFFIC 20 356 145 50 158 39 1 Note: (1) 70ming movement Volumesdetermined from tic count at NW 22nd Street and NW 5th Avenue and NW 22nd Street and NW 6th Avenue TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 23rd Street (South) and Internal Driveway COUNT DATE: May 13, 2015 AM PEAK HOUR FACTOR: 0.92 PM PEAK HOUR FACTOR: 0.92 "AM EXISTING TRAFFIC" EBU EBL EBT11 EBR WBU WBL WBT30 WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements Peak Season Correction Factor 1.030 1.030 1.030 1,034 1.030 1.030 10 1,030 1.030 1.036 1.030 1.030 1.030 1 030 1 030 1.030 AM EXISTING CONDITIONS I I 1 7 J [ 1 1 10 1 I 'PM EXISTING TRAFFIC" EBU EBL EBTI11 EBR WBU WBL WBTf1j WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 10 14 Peak Season Correction Factor 1_030 1.030 1.030 1 030 1036 7030 1.030 1 1,030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS 1 1 1 10 1 1 I I 14 07 I "AM BACKGROUND TRAFFIC" 2110 North Miami Avenue EBU EBL EBTj1j EBR WBU WBL WBTi4l WBR NBU NBL. NBT NBR SBU SBL SBT SBR From 23rd Street (Exiting) To 23rd Street (Entering) 1'DTAL 'VESTED" TRAFFIC Years To Buildaut 10 10 10 10 10 10 10 10 10 10 16 10 10 10 10 Yearly Growth Rate AM BACKGROUND TRAFFIC GROWTH 13% 1.3% 1_3% 1.33% 13% 1.3% 1.3% 1.3% 1.3% 1.354 1.3 % 1.3% 1:3% 1.3% "PM BACKGROUND TRAFFIC" EBU EBL EBT2' E R WSU WBL WBT1' WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue From 23rd Street (Exiting) To 23rd Street (Entering) TOTAL "VESTED" TRAFFIC Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate PM BACKGROUND TRAFFIC GROWTH 1 3% 1.3% 1.3% 1,3% 1.3% 1.3% 1 31', 2 13% 1.3% 13% 93% 1 3% 1.3% 1.3% 1.3% 1.3% "PROJECT DISTRUBUTION" LAND USE TYPE EBU EBL EBTl11 EBR WBU WBL WBT11 WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Net New Distribution Entering 6.0% 7.0% 20% 20% Exiting 20% 60% 2.0% 12.0% "AM PROJECT TRAFFIC" LAND USE TYPE Project Trips Pass - By Net New AM TOTAL PROJECT TRAFFIC EBU EEL EBT1' 14 14 44 44 EBR WBU WBL WBT111 WBR NBU NBL NBT NBR SBU SBL SBT SBR 118 118 152 152 126 126 35 39 AM TOTAL TRAFFIC 14 I 52 129 I 152 126 "PM PROJECT TRAFFIC" LAND USE TYPE Project Trips Pass - By Net New PM TOTAL PROJECT TRAFFIC EBU EBL EBT"t EBR WBU WBL WBT1'} WBR NBU NBL NBT NBR SBU SBL SET SBR 39 39 118 19n 60 an 100 109 257 267 20 20 PM TOTAL TRAFFIC 39 129 76 109 I 257 20 I Note: i1) Turning movement Volumes determined From traffic Count a1 NW 22nd Street and NW 5th Avenu6 and NW 22nd Street and NW 6th Avenue TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 23rd Street (South) and West Project Driveway COUNT DATE: May 13, 2015 AM PEAK HOUR FACTOR: 0.92 PM PEAK HOUR FACTOR: 0.92 "AM EXISTING TRAFFIC" EBU EBL EBTi11 EBR WBU WBL WBTI`t WBR NBU NBL NET NBR SBU SBL SET SBR AM Raw Tuming Movements Peak Season Correction Factor 1 030 1 030 7 1.030 1 030 1.030 1.030 10 1.030 1.030 1.030 1.030 1.030 1,030 1.030 1.030 1.030 1030 AM EXISTING CONDITIONS 1 1 1 7 1 1 1 1 1a 1 I I 1 1 1 J L "PM EXISTING TRAFFIC" PM Raw Tuming Movements E8U EBL EBT111 EBR WBU WBL WBTi1} WBR NBU NBL NBT NBR SBU SBL SBT SBR 10 14 Peak Season Correction Factor 1.030 1.030 1,030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS 1 1 1 to 1 1 1 1 14 1 "AM BACKGROUND TRAFFIC" 2110 North Miami Avenue EBU EBL EBTI'1 EBR WBU WBL WBTI'1 WBR NBU NBL NET NBR SBU SBL SET SBR From 23rd Street (Exiting) To 23rd Street (Entering) TOTAL "VESTED" TRAFFIC Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearty Growth Rate AM BACKGROUND TRAFFIC GROWTH 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% AM NON -PROJECT TRAFFIC a 11 "PM BACKGROUND TRAFFIC" EBU EBL EBT1'1 EBR WBU WBL WBT"i WBR NBU NBL NBT NBR SEW SBL SBT SBR 2110 North Miami Avenue From 23rd Street (Exiting) To 23rd Street (Entering) TOTAL VESTED TRAFFIC Years To Buildout 10 10 1e 10 10 10 10 10 10 10 10 10 10 10 13 10 Yearly Growth Rate PM BACKGROUND TRAFFIC GROWTH 1 3% 3% 13% 1 3% 1.3% 1.3% 1.3% 2 1.3% 1.3% 1.3% 1.3% 1.3% 1.3°6 1.3% 1.3°'a 1.3% "PROJECT DISTRUBUTION" LAND USE TYPE EBU EBL EBT{1° EBR WBU WBL WBTI'1 WBR NBU NBL NBT NOR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "AM PROJECT TRAFFIC" LAND USE TYPE 1,0% 2.0% 20% 6 G'.3 10:3 EBU EBL EBT111 ERR WBU WBL WBTI0 WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New AM TOTAL PROJECT TRAFFIC 20 20 14 14 39 39 110 118 44 44 7 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT11'1 EBR WBU WBL WBTI'i WBR NBU NBL NBT NOR SBU SBL SBT SBR Project Trips Pass - By Net New PM TOTAL PROJECT TRAFFIC 10 1D 39 39 20 20 60 60 118 118 20 20 PM TOTAL TRAFFIC ID 50 36 60 118 20 1 Note: 111 Turning movement volumes determinedfrom traffic count at NW 22nd Sneet and NW 5th Avenue and NW 22nd Street and NW 6th Avenue TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 6th Avenue and Project Driveway COUNT DATE: May 13, 2015 AM PEAK HOUR FACTOR: 0.92 PM PEAK HOUR FACTOR: 0.92 "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT111 NBR SBU SBL SBT{1j SBR. AM Raw Turning Movements 100 32 Peak Season Correction Factor 1.03D 1.030 1.030 1.939 1.030 1.030 1.030 1030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS 1 1 11031 J 1 1 84 1 "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT111 NBR SBU SBL 5BT11f SBR PM Raw Turning Movements Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1,030 1.030 13s 1.030 1.030 1-030 1.030 103 1.030 1,030 C PM EXISTING CONDITIONS 1 1 1 1 1 1 1 J 1 139 1 1 1 1 106 1 1 "AM BACKGROUND TRAFFIC' EBU EBL EBT EBR WBU WEIL WBT WBR NBU NBL WTI* NBR SBU SBL SBTl11 SBR 2110 North Miami Avenue From 23rd Street (Exiting) To 23rd Street {Entering} TOTAL "VESTED" TRAFFIC a Years To Bui1dout 10 10 10 ID 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate AM BACKGROUND TRAFFIC GROWTH 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 14 3% 1-3% 1 3% 12 1 3 % EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT1'1 NBR SBU SBL SBTf11 SBR "PM BACKGROUND TRAFFIC" 2110 North Miami Avenue From 23rd Street (Exiting/ To 23rd Street `Entering/ TOTAL "VESTED" TRAFFIC Years To Buitdout 10 10 10 10 10 10 10 10 10 1D 10 10 10 iD 10 10 Yearly Growth Rate PM BACKGROUND TRAFFIC GROWTH 1.3% 1,3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3.1 1.3% 1.3% 1.3% 19 1.3% 1.3% 1.3% 1.3% 15 1.331 I "PROJECT DISTRUBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WEFT WBR NBU NBL NBTi11 NBR SBU SBL SETj11 SBR Pass -By Distribution Net New Distribution Entering Exiting Entering Exiting 2.0 % 1.0% 2 0% 2.0% 1.D% 2,0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT111 NBR SBU SBL SBTi11 SBR Project Pass - By Trips Net New AM TOTAL PROJECT TRAFFIC 15 15 7 7 15 15 35 39 20 2c 39 39 L AM TOTAL TRAFFIC 15 1 7 132 39 20 1 139 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT ERR WBU WBL WBT WBR NBU NBL NBT1'° NBR SBU SBL SBT1J1 SBR Project Trips Pass - By Net New PM TOTAL PROJECT TRAFFIC 39 39 20. 20 30 39 20 20 10 10 19 PM TOTAL TRAFFIC 39 1 20 J 197 20 10 140 1 Note: (11 Turning movement volumes determined tram traffic count at NW 22nd Street and NW 6th Avenue and NW 241h Street end NW 6th Avenue TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 24th Street and West Project Driveway COUNT DATE: May 13, 2015 AM PEAK HOUR FACTOR: 0.92 PM PEAK HOUR FACTOR: 0.92 "AM EXISTING TRAFFIC" EBU EBL EBTt' EBR WBU WBL WBT11 WBR NBU NBL NBT NBR SBU SBL SET SBR AM Raw Tuning Movements Peak Season Correction Factor 1.030 1.030 22 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1 030 1 030 1.030 1.030 AM EXISTING CONDITIONS 1 1 I 23 I I 1 "PM EXISTING TRAFFIC" PM Raw Turning Movements Peak Season Correction Factor EBU EBL EBT1} EBR WBU WBL WBT11 WBR NBU NBL NBT NBR SBU SEL SBT SBR 1.030 I 25 1.030 1 1.030 1.1130 1.030 1.030 33 1.030 1 030 1.030 1.030 1 930 1.030 1.030 1.030 1.033 1.030 PM EXISTING CONDITIONS 1 I 26 I I 1 1 34 1 1 1 "AM BACKGROUND TRAFFIC" EBU EBL EBT'1 EBR WBU WBL WBT11 WBR NBU NBL NBT NBR SBU SEL SBT SBR 2110 North Miami Avenue From 23rd Street )Exiting) To 23rd Street (Entering) TOTAL "VESTED" TRAFFIC Years To Buildout 10 10 10 10 ie 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate AM BACKGROUND TRAFFIC GROWTH 1.3.% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3`2 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1,39t 1 310 1 3 % AM NON -PROJECT TRAFFIC 26 10 "PM BACKGROUND TRAFFIC" EBU EBL EBT11 ERR WBU WBL WBT�'I WBR NEU NBL NET NBR SBU SBL SOT SBR 2110 North Miami Avenue From 23rd Street (Exiting) To 23rd Street )Entering) TOTAL "VESTED" TRAFFIC Years To Buitdout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate PM BACKGROUND TRAFFIC GROWTH 1.3% 1.3% 1.3% 4 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 13% 1.31. "PROJECT DISTRUBUTION" LAND USE TYPE Pass -By Distribution Net New Distribution Entering Exiting Entering Exiting "AM PROJECT TRAFFIC" LAND USE TYPE Project Trips Pass - By Net New AM TOTAL PROJECT TRAFFIC EBU EBL EBT1i EBR WBU WBL WBT11 WEB NBU NBL NBT NBR SBU SEL SBT SBR 2.0% 1.0% 5,0% 1.0% 2.051 5.00. EBU EBL EB'T11 EBR WBU WSL WBT°i WBR NBU NBL NOT NBR SBU SBL SBT SBR 7 7 39 39 98 99 19 19 15 15 35 AM TOTAL TRAFFIC 33 39 fi® 29 15 36 "PM PROJECT TRAFFIC" LAND USE TYPE Project Trips Pass - By Net New PM TOTAL PROJECT TRAFFIC EBU ESL EBT" ERR WBU WBL WBT1i WBR NBU NBL NBT NBR SBU SBL SBT SBR 29 20 20 20 50 50 39 39 9g 99 PM TOTAL TRAFFIC 50 20 50 48 39 99 I Note. (1) Turning movement volumes determined from traffic countat NW 2401. Street and NW 5th Avenue and NW 2419 Street and NW5rh Avenue TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 24th Street and Internal Driveway COUNT DATE: May 13, 201S AM PEAK HOUR FACTOR: 0.92 PM PEAK HOUR FACTOR: 0.92 "AM EXISTING TRAFFIC" EBU EBL EBR WEU WBL WET"' WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements 22 Peak Season Correction Factor 1.030 1 030 1.030 030 1.030 1.030 1.030 1.030 1.030 1.030 1030 1.030 1.030 1,030 1.030 1.030 AM EXISTING CONDITIONS I I 19 I I I I I I I "PM EXISTING TRAFFIC" EBU EBL EBT{11 EBR WBU WBL WBT411 WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 25 33 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1 630 1 030 1.030 1.030 1 030 1330 1-030 1.030 1.030 PM EXISTING CONDITIONS I 1 I 26 I I I 34 I I I I I I I I "AM BACKGROUND TRAFFIC" EBU EBL EBT111 EBR WBU WBL WBT7l WBR NBU NRL NBT NBR SBU SBL SET SBR 2110 North Miami Avenue From 23rd Street (Exiting} To 23rd Street (Entering' TOTAL "VESTED" TRAFFIC Years To Bulldout 10 10 10 10 iD 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.3% 1.3% 1.3% 1.3% 1,33', 1.3% 1.3% 1.3% 1.3°% 1,3% 1.3% 1.3% 13% 1 3%. 1.3% 1.300 AM BACKGROUND TRAFFIC GROWTH AM NON -PROJECT TRAFFIC 26 I I 10 I J_ I "PM BACKGROUND TRAFFIC" EBU EBL EBT11) EBR WBU WBL WBT111 WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue From 23rd Street (Exiting) To 23rd Street (Entering) TOTAL "VESTED" TRAFFIC Years To Suildout 10 10 10 10 10 10 10 10 10 r0 10 10 10 io 10 10 Yearly Growth Rate PM BACKGROUND TRAFFIC GROWTH 1.3% 1.3% 1.3% 4 1.3% 1.3% 1.3% 1_3% 13% 1.3% 131 13% 13% 1.3% 1.3% 1.3% 1.3% PM NON -PROJECT TRAFFIC 1 30 1 I I 39 "PROJECT DISTRUBUTION" LAND USE TYPE EBU EBL EBTj11 EBR WBU WBL WBT01 WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Net New Distribution Entering Exiting Entering 1095 5.0% 2.0% Exiting 1.0% 5.0% ".0% 4.0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBTi11 EBR WBU WBL WBT01 WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New AM TOTAL PROJECT TRAFFIC 7 7 36 36 123 129 19 19 90 98 6e 68 AM TOTAL TRAFFIC 33 36 129 29 90 I 69 "PM PROJECT TRAFFIC" LAND USE TYPE Project Trips Pass - By Net Now EBU EBL EBT111 EBR WBU WBL WBTi11 WBR NBU NBL NBT NBR SBU SBL SBT SBR 20 99 178 10 40 99 PM TOTAL PROJECT TRAFFIC 20 99 178 10 49 9e PM TOTAL TRAFFIC 54 I 99 17a 49 49 99 Note: (1) Turning movement volumes determined from traffic count at NW 240 Street and NW Sth Avenue and NW 24th Street and NW 6th Avenue INTERSECTION: COUNT DATE: AM PEAK HOUR FACTOR: PM PEAK HOUR FACTOR: "AM EXISTING TRAFFIC" AM Raw Turning Movements Peak Season Correction Factor TRAFFIC VOLUMES AT STUDY INTERSECTIONS NW 24th Street and East Project Driveway May 13, 2015 0.92 0.92 EBU EBL EBT'} EBR WBU WBL WBT10 WBR NBU NBL NBT NBR SBU SBL SET SBR 030 1.030 1.030 1.030 1.030 11.030 9 1.030 1.030 1.030 1 030 1.030 1.030 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS --®-------------- "PM EXISTING TRAFFIC" EBU EBL EBT11 EBR WBU WBL WBT11 WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 25 33 Peak Season Correction Factor 1.030 1.030 1.030 1 030 1 030 1.030 1,030 1.030 1.030 1.030 1.030 1.030 1 030 1.030 1,030 1.030 PM EXISTING CONDITIONS I 26 I 34 EBT11 EBR WBU WBL WBT11 WBR NBU NBL NET NBR SBU SBL SBT SBR 2110 North Miami Avenue From 23rd Street (Exiting) To 23rd Street (Entering) TOTAL "VESTED" TRAFFIC 0 0 Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.3% 1.3% 1.3% 1.3si 1.3% 1 3% 1.3% 1.3% 1.3% 1.3% 1,3% 1.3% 1 3% 1.3% 1.3% 1.3W AM BACKGROUND TRAFFIC GROWTH 3 1 EBT11 EBR WBU WBL WST`I WBR NBU NBL NBT NBR SBU SBL SBT S R 2110 North Miami Avenue From 23rd Street (Exiting) To 23rd Street lEntering) TOTAL "VESTED" TRAFFIC a 0 Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.3% 1.3% 1.3% 1.3% 1.3% 1,3% 1 3 % 13% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3°4 PM BACKGROUND TRAFFIC GROWTH 4 "PROJECT DISTRUBUTION" LAND USE TYPE Pass -By L Distribution Net New Distribution Entering Exiting Entering Exiting "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT11 EBR WBU WBL WBT1' MIBR NBU NBL NBT NBR SBU SBL SBT SBR 2.0% 5.0% 7.0% 5.0% 7.0% 2.0% EBU EBL EBT1 EBR WBU WBL WBTi9 WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New AM TOTAL PROJECT TRAFFIC 36 36 39 30 137 137 97 97 51 51 15 15 AM TOTAL TRAFFIC 62 39 137 107 I 51 15 "PM PROJECT TRAFFIC" LAND USE TYPE Project Pass -By Trips Net New PM TOTAL PROJECT TRAFFIC EBU EBL EB1411 EBR WBU WBL WBT11 WBR NBU NBL NBT NBR SBU SBL SBT SBR SD 99 20 20 70 70 50 50 133 138 3g 39 PM TOTAL TRAFFIC 129 20 70 99 538 39 Note: (11 Touring mevemenlvnlumea determined from traffic taunt at NW 241.11 Street and NW 5th Avenue and NW 24Ih Street and NW 6th Avenue TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 23rd Street (North) and West Protect Driveway COUNT DATE: May 13, 2015 AM PEAK HOUR FACTOR: 0.92 PM PEAK HOUR FACTOR: 0.92 "AM EXISTING TRAFFIC" EBU EBL EBT'5 EBR WBU WEL WBTI') WBR NBU NBL NET NBR SBU SBL SBT SBR AM Raw Turning Movements 37 Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1,030 1.030 1.030 1 030 1.030 1.030 1.030 AM EXISTING CONDITIONS 1 1 1 a 1 1 1 I 38 1 1 1 1 1 I I 1 1 1 "PM EXISTING TRAFFIC" EBU EBL EBT111 E R WBU WEL WBTn1 WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements Peak Season Correction Factor 1.030 1.030 1,030 1.030 1.030 1.030 52 1.030 1.030 1.030 t.030 1.030 1.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS 1 1 1 I 1 1. 1 34 1 1 1 I 1 1 "AM BACKGROUND TRAFFIC" EBU EBL EBT"'1 EBR WBU WEL WET" WBR NBU NBL NET NBR SBU SBL SBT SBR 2110 North Miami Avenue From 23rd Street (Exiting) To 23rd Street (Entering) TOTAL "VESTED" TRAFFIC Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate AM BACKGROUND TRAFFIC GROWTH 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% AM NON -PROJECT TRAFFIC 43 "PM BACKGROUND TRAFFIC" EBU EBL EBTI11 EBR WBU WEL WBTI'1 WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue From 23rd Street (Exiting) To 23rd Street;Entering) TOTAL "VESTED" TRAFFIC Years To Buildout 10 10 16 10 16 10 10 10 10 10 10 10 10 10 Yearly Growth Rate PM BACKGROUND TRAFFIC GROWTH 1.3% 1.3 % 1.3% 1.3% 1.3% 1.3% 1.331 12 1.3% 1.3% 1.3% 1.3% 1.3% 1.34% 1,3% 1.3% 1.3% C PM NON -PROJECT TRAFFIC 0 95 "PROJECT D1STRUBUTION" LAND USE TYPE ERU EBL EBT"" EBR WBU WEL WBT71 WER NEU NBL NBT NBR SBU SBL SOT SBR Pass -By Distribution Entering 73:0% Exiting 73.0% Net New Distribution Entering 5.0% 3.0% 76.0% Exiting 5,0% 3.0% 16.0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBTP1 EBR WBU WBL WBT'1 WBR NBU NEL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New 98 50 86 314 3.6 85 116 AM TOTAL PROJECT TRAFFIC 98 99 399 36 22 201 AM TOTAL TRAFFIC 98 59 399 79 I 22 I 201 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT'I EBR WBU WBL WBT11} WBR NEU NBL NET NBR SBU SAL SET SBR Project Trips Pass • By 85 85 Net New PM TOTAL PROJECT TRAFFIC 53 50 30 30 160 245 99 99 59 59 315 420 Note: 11) Turning movement volumes determined from traffic count at NW 23rd Street and NW 5th Avenue (North) and NW 23rd street and NW 2nd Avenue TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 23rd Street (North) and East Project Driveway COUNT DATE: May 13, 2015 AM PEAK HOUR FACTOR: 0.92 PM PEAK HOUR FACTOR: 0,92 "AM EXISTING TRAFFIC" AM Raw Turning Movements Peak Season Correction Factor EBU EBL EBTI1l EBR WBU WBL W13T4" WBR NBU NBL NBT NBR SBU SBL SBT SBR 1-070 1 630 1 030 1.030 1.030 1.030 37 1.030 1.030 1.030 1.030 1.030 1-030 1-030 1.030 1.030 1.030 AM EXISTING CONDITIONS IGI I I I 36 "PM EXISTING TRAFFIC" PM Raw Turning Movements Peak Season Correction Factor EBU EBL EBT117 EBR WBU WBL WBTt11 WBR NBU NBL NBT NBR SBU SBL SBT SBR 1.030 1.030 1.030 1.030 1.020 1.030 92 1.03C 1030 1 030 1_030 1.030 1,030 1 030 1.030 1.030 1.030 PM EXISTING CONDITIONS I I I 34 I er.1 CG!`Ill:-onolun TaaFctr" EEL EBT11 EBR WBU WBL WBT11l WBR NBU NBL NBT NBR SBU SBL SET SBR 2110 North Miami Avenue From 23rd Street (Exiting) To 23rd Street (Entering) TOTAL "VESTED" TRAFFIC o 0 Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 _ Yearly Growth Rate 1.3% 1.3% 1.35.c. 1.3% 1.3% 1.3% 1.3% 1-3% 1 3 % 1 3% 12% 1.3% 1.3% 1.3% 1.3% 1.3% AM BACKGROUND TRAFFIC GROWTH 0 5 EBL E13T111 EBR WBU WBL WBTj5 WBR NBU NBL NBT NEB SBU SBL SET SBR 2110 North Miami Avenue From 23rd Street [Exiting} To 23rd Street (Entering} TOTAL VESTED TRAFI'tC 0 0 Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1,3% 13% 1 3% 1.3% 1.3% 1.3% 1.3% 13% 1.3% 1.3% 13% 1.3% 1 3% 13% 1.3% 191:7i. PM BACKGROUND TRAFFIC GROWTH 0 12 "PROJECT DISTRUBUTfON" TYPE EBU EBL EBTI'1 EBR WBU WBL WBT111 WBR NBU NBL NBT NBR SBU SSL SBT SBR Pass -By Distribution Entering 27.0% 73.01 _ Exiting 73.0% 27.011 J Net New Distribution Entering 1.0% 4-0% 3,0% 16.0% I Exiting 16.0% 1.0% I e 0. 3.0% I "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT" EBR WBU WBL WBT2 WBR NBU NEL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New AM TOTAL PROJECT TRAFFIC 85 136 76 221 76 32 59 91 65 321 406 29 29 32 22 54 AM TOTAL TRAFFIC 221 76 1 91 449 29 54 "PM PROJECT TRAFFIC" LAND USE TYPE Project Trips Pass - By Net New PM TOTAL PROJECT TRAFFIC EBU EBL EBT0 EBR WBU WBL WBT1�1 WBR NBU NBL NET NBR SBU SBL SET SBR 65 325 410 40 40 32 30 62 85 180 265 73 79 32 59 91 PM TOTAL TRAFFIC 1 4i0 40 62 361 79 91 Note: .(1) Turning movement volumes determined from traffic taunt at NW 23rd Street and NW 5th Avenue (Notdt} and NW 23rd Street and NW 2nd Avenue TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 2nd Avenue and Project Driveway COUNT DATE: May 13, 2015 AM PEAK HOUR FACTOR: 0.92 PM PEAK HOUR FACTOR: 0.92 "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WET WBR NBU NBL NBTI'1 NBR 5BU SBL. SBT''1 SBR AM Raw Turning Movements Peak Season Correction Factor 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 262 1.030 1.030 1.030 1.030 375 1.030 1.030 L AM EXISTING CONDITIONS I I I I I I I I I I I 276 I I I I ads I I "PM EXISTING TRAFFIC" EBU ESL EST EBR WBU WBL WET WBR NBU NBL NBT2' NBR SBU SBL SBTI11 SBR PM Raw Turning Movements Peak Season Correction Factor 1.030 1.030 1.030 1.034 1.030 1.030 1.030 1.030 1.030 1.030 495 1.030 1.030 1.03n 1.030 200 1.430 1.030 PM EXISTING CONDITIONS I I I I I I I I 1514 I 1 i I 263 I "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WET WBR NBU NBL NBTF11 NOR SBU SBL SBT1 SBR 2110 North Miami Avenue From 23rd Street (Exiting) To 23rd Street (Entering) TOTAL "VESTED" TRAFFIC Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate AM BACKGROUND TRAFFIC GROWTH 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 13% 1:3% 1_30.e 1.3`4 38 1.3% 1,3% 13% 1.3% 54 1.3% AM NON -PROJECT TRAFFIC I 308 440 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBTf11 NBR SBU SBL SBT11' SBR 2110 North Miami Avenue From 23rd Street (Exiting) To 23rd Street (Entering) TOTAL VESTED TRAFFIC Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate PM BACKGROUND TRAFFIC GROWTH 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.310 1.3% 1.3% 1.3% 71 1.3% 1.3% 1.3% 1.3% 37 1.3% "PROJECT DISTRUBUTION" LAND USE TYPE EBU EBL EBT 'EBR WBU WBL WBT WBR NBU NBL NBT311 NBR SBU SBL SBT111 SBR Pass -By Distribution Entering Exiting Net New Distribution Entering 10% 8.0% 8,0% 2.0% Exiting 2.0% 1.0% 80% 1.0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBTM NOR SBU SBL SBT{11 SBR Project Trips Pass -By Net New AM TOTAL PROJECT TRAFFIC 15 16 20 20 215 215 215 215 39 38 AM TOTAL TRAFFIC 15 7 I 20 Pa 665 39 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EEL EBT EBR WBU WBL WBT WBR NBU NBL NBT11' NBR SBU SBL SBT111 SBR Project Trips Pass - By Net New PM TOTAL PROJECT TRAFFIC 39 39 20 20 10 10 238 238 238 238 20 29 PM TOTAL TRAFFIC 39 20 10 819 543 20 Note: 11) Turning movement volumes determined From traffic count at NW 22nd Street and NW 2nd Avenue arrd NW 23rd Street and N W 2nd Avenue TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 22nd Street and Project Driveway COUNT DATE: May 13, 2015 AM PEAK HOUR FACTOR: 0.92 PM PEAK HOUR FACTOR: 0.92 "AM EXISTING TRAFFIC" EBU EBL EBT1'1 EBR WBU WBL WBT1' WBR NBU NBL NET NER SBU SBL SBT SBR AM Raw Turning Movements Peak Season Correction Factor 1 030 1.030 35 1.030 1.030 1.030 1.03C 29 1.030 1.030 1.030 1,030 1.030 1.030 1 C30 1 030 1.030 1.030 l AM EXISTING CONDITIONS I 35 I 1 30 I "PM EXISTING TRAFFIC" EBU EBL EBT01 EBR WBU WBL WET" WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements Peak Season Correction Factor 1.030 1.030 55 1.030 1.030 1.030 1.030 32 1.030 1.030 1030 1030 1 030 1030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS I I 1 00 1 1 I I 33 I I 1 I "AM BACKGROUND TRAFFIC" BU EBL EBT41 EBR WBU WBL WBT11} WBR NBU NBL NET NBR SBV SBL SBT SBR 2110 North Miarni Avenue From 23rd Street )Exiting) To 23rd Street (Entering) TOTAL "VESTED" TRAFFIC o 0 Years To BUildoot 10 10 10 10 10 10 10 10 10 10 10 10 13 10 10 10 Yearly Growth Rate 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1,3% 13 % 1.3% 13% 1.3% 1.3% 1,3% 1.3% 1.3% AM BACKGROUND TRAFFIC GROWTH 5 4 AM NON -PROJECT TRAFFIC 41 r 1 34 I "PM BACKGROUND TRAFFIC" EBU EBL ESTI'I EBR WBU WBL WBTf11 WBR NBU NBL NET NBR SBU SBL SBT SBR 2110 North Miami Avenue I From 23rd Street (Exiting) To 23rd Street 'Entering) TOTAL "VESTED" TRAFFIC 0 o Years To Buildout 10 10 10 10 t0 t0 10 10 10 t0 10 10 16 10 10 _ 10 Yearly Growth Rote 1.3% 1.3% 13% 1.3% 1.3% 1 314 1.313 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1-3% 1.315 PM BACKGROUND TRAFFIC GROWTH 8 5 "PROJECT DISTRUBUTION" LAND USE TYPE Pass -By Distribution Net New Distribution Entering Exiting Entering Exiting "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT1�1 EBR WBU WBL WBTI0 WBR NBU NBL NBT NOR SBU SBL SBT SBR 50% 6.0% 8.0% 8.0% 8,010 9.0 % EBU EBL EBT10 EBR WBU WBL WBT01 WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New AM TOTAL PROJECT TRAFFIC 117 117 44 44 118 118 106 156 58 56 43 43 AM TOTAL TRAFFIC 117 85 152 156 I 58 43 I "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT111 EBR WBU WBL WBYI11 WBR NBU NBL NET NBR SBU SBL SBT SBR Project Trips Pass - By Net New PM TOTAL PROJECT TRAFFIC 60 68 118 118 00 85 70 77 158 158 119 118 PM TOTAL TRAFFIC 50 153 98 77 158 118 Note: (1) Turning movement vok4mes determined from traaic count at NW 22nd Street and NW Ind Avenue and N W 23ed Street end NW Ind Avenue TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 6th Avenue and Project Driveway COUNT DATE: May 13, 2015 AM PEAK HOUR FACTOR: 0.92 PM PEAK HOUR FACTOR: 0.92 "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT111 NBR SSU SBL SOT"' SBR AM Raw Turning Movements Peak Season Correction Factor 1.030 1.030 1 030 1.030 1.030 1 030 1 030 1 030 1.030 1.030 10 1.030 1.030 1,030 1.030 11 1,030 1.030 AM EXISTING CONDITIONS I 1 1v 1 1 1 1 11 1 "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NEW NBL NBT711 NBR SBU SBL SBT111 SBR PM Raw Turning Movements Peak Season Correction Factor 1.030 1.030 1.030 1,030 1.030 1.030 1.030 1.030 ton. 1.030 12 1.030 1.030 1,030 1.030 14 1.03D 1.030 PM EXISTING CONDITIONS I I I 1 I. 12 1 l 1 I 14 I "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT"} NBR SBU SBL SBT11} SBR 2110 North Miami Avenue From 23rd Street (Exiting) To 23rd Street (Entering) TOTAL "VESTED" TRAFFIC Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate AM BACKGROUND TRAFFIC GROWTH 1,3% 1.3% 1.336 1,3,0 1.3% 1.3% 1.336 1.3% 1.3% 1.3% 1.3%. 1.30. 1.3% 1,3% 1.3% 2 1.3% AM NON -PROJECT TRAFFIC 11 13 "FM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBTI11 NBR SSU SBL SBTI91 SBR 2110 North Miami Avenue From 23rd Street (Exiting) To 23rd Street (Entering) TOTAL "VESTED" TRAFFIC Years To Buildout 10 10 10 10 10 1D 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate PM BACKGROUND TRAFFIC GROWTH 1.3% 1.3% 1.3% 13% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 2 1.3% "PROJECT DISTRUBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBTDI NBR SBU SBL SBT111 SBR Pass -By Distribution Entering Exiting Net New Distribution Entering 5.0% 2.0% 1.0% 0.0% Exiting 2.0% 1.0% 6.0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT111 NBR SBU SSL SBT°'1 SBR Project Trips Pass - By Net New AM TOTAL PROJECT TRAFFIC 15 16 7 7 141 141 30 39 20 20 118 1113 AM TOTAL TRAFFIC 15 7 152 I 39 20 131 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT111 NBR SBU SBL S8T111 SBR Project Trips Pass - By Net New PM TOTAL PROJECT TRAFFIC 30 39 20 20 180 168 20 20 10 10 60 60 PM TOTAL TRAFFIC 39 20 182 20 10 76 Note: (1) Turning movement volumes determined from traffic count a1 NW 23rd Street and NW 5th Avenue (southl and W 22nd Street and NW 5th Avenue TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 23rd Street (South} and NW 2nd Avenue COUNT DATE: May 13, 2015 AM PEAK HOUR FACTOR: 0.92 PM PEAK HOUR FACTOR: 0.92 "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL W T WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Tuming Movements Peak Season Correction Factor 1 1.030 1.030 1.030 1.030 1-030 1-030 1.030 i030 1_030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS T I 1 1 1 1 1 1 1 1 1 1 1 1 I 9 I "PM EXISTING TRAFFIC" PM Raw Turning Movements EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Peak Season Correction Factor 1.030 1.030 1.034 1.030 1 030 1030 1.030 1 036 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS 1 1 1 1 1 1 1 1 1 1 1 1 1 I "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SET SBR 2110 North Miami Avenue From 23rd Street (Exiting) To 23rd Street (Entering) TOTAL "VESTED" TRAFFIC Years To Buildout 10 10 10 10 10 10 10 10 10 10 10 10 90 10 10 Yearly Growth Rate 1,30 1 313 1.333 1.3% 13% 1.3% 1.3% 13% 1.3% 1.3% 1,3% 1.3% 1.3% 1.3% 1.3% 1.3% AM BACKGROUND TRAFFIC GROWTH AM NON -PROJECT TRAFFIC "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT N R SBV SBL SBT SBR 2110 North Miami Avenue From 23rd Street (Exiting) To 23rd Street (Entering) TOTAL "VESTED" TRAFFIC Years To Buildout 90 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate PM BACKGROUND TRAFFIC GROWTH 13% 1.3% 1.3`1 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3 % 13r PM NON -PROJECT TRAFFIC "PROJECT DISTRUBUTION" LAND USE TYPE 1_ �'C EBU ESL EBT EBR WBU WBL WBT WBR NB IL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering _ V Exiting r`C^', Net New Distribution Entering 2 nse 8.0% 8.0% Exiting �� 8.0% 2.0% 10.0% 0.0% "AM PROJECT TRAFFIC" LAND USE TYPE Project Trips Pass • By EBU EOL EBT EBR WBU`WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Net New AM TOTAL PROJECT TRAFFIC 30 35 196 1ss 215 215 15 15 73 73 215 215 AM TOTAL TRAFFIC "PM PROJECT TRAFFIC" LAND USE TYPE Project Trips Pass - By Net New PM TOTAL PROJECT TRAFFIC o EB�T EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 20 100 233 39 196 238 20 100 236 39 196 238 39 196 1 216 15 1 73 215 PM TOTAL TRAFFIC 20 100 235 39 196 T 238 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 22nd Street (North) and NW 2nd Avenue COUNT DATE: May 13, 2015 AM PEAK HOUR FACTOR: 0.92 PM PEAK HOUR FACTOR: 0.92 "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SET SBR AM Raw Turning Movements Peak Season Correction Factor 1.033 1.030 1.030 1.030 1.030 1.030 1.030 1.030 1.D30 1.030 1,030 1.030 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS 1 1 1 1 1 "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WHY WBR NBU NBL NBT NBR SBU SOL SBT SBR PM Raw Turning Movements Peak Season Correction Factor 1.030 1.030 1.039 1.030 1.03D 1.030 1.030 1.930 1.030 030 1.030 1 030 1 030 1.030 1 030 1 030 PM EXISTING CONDITIONS I 1 1 I 1 1 1 I 1 1 1 1 1 1 I "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WET WBR NBU NBL NBT NOR SBU SBL SBT SBR 2110 North Miami Avenue From 23rd Street (Exiting) To 23rd Street (Entering) TOTAL "VESTED" TRAFFIC Years To Buitdout Yearly Growth Rate 10 1.33 10 1.33, 10 1.3% 10 13! 10 13% 10 1.3% 10 1.3% 10 1,3% 1C 1.3% 10 3 . 1D 1_3% 10 1.3% 10 13% 10 13% 10 13% 10 3% AM BACKGROUND TRAFFIC GROWTH AM NON -PROJECT TRAFFIC "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NET NBR SBU SBL SBT SBR 2110 North Miami Avenue From 23rd Street 'Exiting) To 23rd Street (Entering] TOTAL "VESTED" TRAFFIC Years To Bulldout Yearly Growth Rate 10 1.3% 10 13% 1D 1.3% 19 1.3% 10 73% 10 1.3% 10 1 3% 10 1.3 10 10 1.3% 10 1.3% 10 1,3% 10 1.3% 10 1.3% 10 1.3% 10 1.3% PM BACKGROUND TRAFFIC GROWTH PM NON -PROJECT TRAFFIC "PROJECT DISTRUBUTION" LAND USE TYPE 1 l_ J 1( EBU EBL EBT EBR WBU WBL WBT WBR NBU !NET NBR SBU SBL SBT SBR Pass-ey Distribution Entering Exiting Q��` ♦�,T Net New Distribution Entering _ 2.0% 1.(�.✓ a.o% g0% Exiting 8.0% 2.0% 1,0% B.0% "AM PROJECT TRAFFIC" LAND USE TYPE Project Trips Pass • By Net New EBU EBL EBT EBR WBU 101PWBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM TOTAL PROJECT TRAFFIC AM TOTAL TRAFFIC "PM PROJECT TRAFFIC" LAND USE TYPE Project Trips Pass • By Net New PM TOTAL PROJECT TRAFFIC ?:C)� EBU4EBLL EBT EBR WBU WBL WBT WSR NBU NBL NBT NOR SBU SBL SBT SBR Ib 39_ 20 215 15 7 215 39 215 15 7 215 L34%411 139 I 20 215 15 7 I 215 20 20 10 1D 230 230 39 39 20 20 23B 230 Pass -By Distribution Net New Distribution TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 22nd Street (South) and NW 5th Avenue COUNT DATE: May 13, 2015 AM PEAK HOUR FACTOR: 0.92 PM PEAK HOUR FACTOR: 1192 "AM EXISTING TRAFFIC" AM Raw Turning Movements Peak Season Correction Factor EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 1.030 1.030 1,030 1 030 034 1.930 1039 1 030 1 030 1 039 1.030 1.030 1.030 1.030 1.030 1.030 AM EXISTING CONDITIONS 1 1 1 1 1 1 1 1 1 1 I 1 JIII "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NSU NBL NBT NBR SOU SBL SBT SBR PM Raw Turning Movements Peak Season Correction Factor 1.C30 1.030 1 030 1030 1032 1 039 1.030 1 030 1.C30 3.030 1033 1.030 1.030 1.030 1.030 1.030 PM EXISTING CONDITIONS I I I I I I "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SOU SBL SBT SBR 2110 North Miami Avenue From 23rd Street (Exiting} To 23rd Street (Entering} TOTAL "VESTED" TRAFFIC Years To Buildout 10 10 10 10 10 10 10 10 10 19 10 10 10 10 10 10 Yearly Growth Rate 1.3% 1.335 1 3'!, 13% 3333 1313 1.3% 1 3% 13% 1.3% 1,3% 1.33'5 1.330 1.314 1.061 1.333 AM BACKGROUND TRAFFIC GROWTH AM NON -PROJECT TRAFFIC "PM BACKGROUND TRAFFIC" 2110 North Miami Avenue EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NET NBR SBU SBL SBT SBR From 23rd Street (Exiting) To 23rd Street (Entering) TOTAL "VESTED" TRAFFIC Years To Buildout 10 10 10 10 10 1C 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate PM BACKGROUND TRAFFIC GROWTH 1 33 131, 1_334 1,331 1,3% 1.313 1.3"a 1.335 1.333 1.3% 1.355 1.3% 1.3% 1333 PM NON -PROJECT TRAFFIC "PROJECT DISTRUBUTION" LAND USE TYPE EBU EBL EST EBR WBU WBL WBT WBR NBU 7` Entering Exiting Entering Exiting 405% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU]. BT WBR NBU NBL NBT NBR SBU SBL SBT SBR 28. 195 4 4c NBT NBR SBU SBL SBT $BR 5.0% 4.035 1.031 28.0% 5.096 Project Trips Pass - By Net New AM TOTAL PROJECT TRAFFIC 79 79 555 55B 35 36 29 29 224 224 98 98 AM TOTAL TRAFFIC 79 556 36 29 1. 1 224 98 "PM PROJECT TRAFFIC" LAND USE TYPE EB cLa EBT EBR WBU WBL WBT WBR NBU NBL NBT NOR SBU SBL SBT SBR Project Trips Pass - By Net New PM TOTAL PROJECT TRAFFIC 40 40 299 299 99 99 79 79 992 562 50 50 PM TOTAL TRAFFIC 40 299 99 79 1 552 56 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 5th Place and North Project Driveway COUNT DATE: May 13, 2015 AM PEAK HOUR FACTOR: 0.92 PM PEAK HOUR FACTOR: 0.92 "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements Peak Season Correction Factor 1 030 1030 1-030 1.030 1 030 1 030 1.030 1 030 1 030 1030 60 1030 1030 1 030 1-030 50 1-030 1 030 AM EXISTING CONDITIONS I 1 1 1 1 1 I 1 I 1 681 I I I 52 I I "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 127 99 Peak Season Correction Factor 1 330 1.030 1030 1 030 1 030 1 030 1030 1.030 1.030 1 030 1030 1.030 1.030 1.033 1030 1.030 PM EXISTING CONDITIONS I I I I I I I I 1 I 131 I I 192 I "AM BACKGROUND TRAFFIC' EBU EBL EMT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue From 23rd Street )ExIting) To 23rd Street (Entering) TOTAL "VESTED" TRAFFIC Years To Buildout 10 10 10 10 10 10 10 10 10 1n 10 10 10 10 10 Yearly Growth Rate 13% 13% 1.3%. 13% 1 30 13% 3% 1.3% 1.3% 1 MI.. 1,3% 13%.. 1.3% 1.3% 3% 1.3,E AM BACKGROUND TRAFFIC GROWTH 7 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR 2110 North Miami Avenue From 23rd Street (Exiting) To 23rd Street (Entering) TOTAL "VESTED" TRAFFIC Years To Buildout to 10 10 10 10 to 10 10 t0 10 10 10 10 10 10 to Yearly Growth Rate 133.15 13% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% PM BACKGROUND TRAFFIC GROWTH 10 14 PM NON -PROJECT TRAFFIC 109 116 "PROJECT DISTRUBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NEL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Net New Distribution Entering 1.0% 5.0% Exiting 0.0% 1.0% 1.0% "AM PROJECT TRAFFIC" LAND USE TYPE Project Trips Pass - By EBU EBL EST EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Net New AM TOTAL PROJECT TRAFFIC 30 36 7 19 19 20 20 98 93 AM TOTAL TRAFFIC I 36 7 19 97 97 93 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SET SBR Project Trips Pass - By Net New PM TOTAL PROJECT TRAFFIC 99 99 23 29 10 10 10 10 19 19 50 50 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 5th Place and South Project Driveway COUNT DATE: May 13, 2015 AM PEAK HOUR FACTOR: 0.92 PM PEAK HOUR FACTOR: 0.92 "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT HER SBU SBL 5BT SBR AM Raw Turning Movements 66 50 Peak Season Correction Factor 1 030 1 930 1.030 1 030 1 030 1,030 1.930 1.030 1.030 1.030 1.037 i 030 t_n30 7 030 1030 1 030 AM EXISTING CONDITIONS I I I I I I I I 1 1 60 1 1 1 52 1 1 "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 127 99 Peak Season Correction Factor 1030 1.03D 1,030 1 030 1.030 1.030 1.030 1030 1.039 4.030 1-030 1 030 1 030 1 030 1 C30 1 030 PM EXISTING CONDITIONS 1 f 11311 102 "AM BACKGROUND TRAFFIC" EBU EBL EBT EER WBU WBL WBT W8R NBU NBL NET NBR SBU SBL SET SBR 2110 North Miami Avenue Fram 23rd Street (Exiting} To 23rd Street (Entering) TOTAL "VESTED" TRAFFIC 0 0 ®®®®�®®®®® Years ToD Buildout 10 10 10 10 1D 10 Yearly Growth Rate 1.3%' 1.3°h 1.3% 1.368 1,3% 1.310 AM BACKGROUND TRAFFIC GROWTH AM NON -PROJECT TRAFFIC L 1 77 59 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SET SBR 2110 North Miami Avenue From 23rd Street (Exiting) To 23rd Street (Entering) TOTAL "VESTED" TRAFFIC D D Years To Suildout t0 10 1.0 10 17 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1396 1.333 1.3% 1.3% 1.3% 1.310 1,333 13 0 13% 13% 1 3% 1 3% 1,310 1.333 1.3% 1.3% PM BACKGROUND TRAFFIC GROWTH 16 14 "PROJECT DISTRUBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WET WBR NBU NBL NBT NBR SBU SBL SET SBR Pass -By Distribution Net New Distribution Entering Exiting Entering 29i Exiting 6.0 % 2.0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NET NBR SBU SBL SBT SBR Project Trips Pass - By Net New AM TOTAL PROJECT TRAFFIC 44 44 113 115 39 39 15 15 "PM PROJECT TRAFFIC" LAND USE TYPE Project Trips Pass - By EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Net New 118 60 20 39 PM TOTAL PROJECT TRAFFIC 116 60 20 39 PM TOTAL TRAFFIC 118 155 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 20th Street and NW 5th Place COUNT DATE: August 13, 2015 AM PEAK HOUR FACTOR: 0.94 PM PEAK HOUR FACTOR: 0.9 "AM EXISTING TRAFFIC" AM Raw Turning Movements Peak Season Correction Factor EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SST SBR 1,050 52 1.050 505 1.050 32 1.050 1.050 1.050 344 1.050 1 050 t050 19 1050 1.050 1.050 1.050 1.050 10 1,050 40 1.050 AM EXISTING CONDITIONS 1 55 1 530. 1 34 1 1 7 1 361 1 9 1 I 20 I 5 1 3 1 1 5 1 11 I 42 I "PM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM. Raw Turning Movements Peak Season Correction Factor 050 55 1.050 459 1.050 32 1.050 1.050 11 1.050 555 1.050 46 1.050 1 050 39 1.050 25 1.050 1,050 1.054 1.050 11 1.050 76 1.050 PM EXISTING CONDITIONS 1 56 -1 492 1 34 I 1 12 1 586 1 4a 1 1 41 1 29 1 B 1 1 3 1 12 1 60 1 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR. NBU NBL NET NBR SB 2110 North Miami Avenue From 23rd Street (Exiting) To 23rd Street (Entering) TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 0 0 0 0 (I 0 Years To Buildout 10 10 10 10 10 1❑ 10 10 10 10 10 10 10 10 10 i 10 Yearly Growth Rate 13% 1.3% 1,315 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 13% 13% 1.3% 1.3% 1.3% 1.3% AM BACKGROUND TRAFFIC GROWTH 0 74 5 1 50 t 3 1 1 1 2 0 AM NON -PROJECT TRAFFIC 63 I 604 39 l 8 411 10 1 23 6 9 6 13 I 46 I "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL 2110 North Miami Avenue From 23rd Street (Exiting) To 23rd Street (Entering) TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 0 0 0 0 0 0 Years To Buildout to t0 10 to 10 t0 10 t0 10 10 t0 10 10 10 10 10 Yearly Growth Rate 1.3% 1.3°'% 13% 1-3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 13% 1.3% 1.3% 1.3% PM BACKGROUND TRAFFIC GROWTH 6 57 5 2 81 7 9 4 1 1 2 11 PM NON -PROJECT TRAFFIC 66 549 39 I 14 687 55 47 33 9 I 1 9 14 91 "PROJECT DISTRUBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WET WBR NBU NBL NBT NBR SBU SBL SBT 5 Pass -By Distribution Entering - - Exiting Net New Distribution Entering 2.055 12,0% 8.0% Exiting 12.0% 60% 2.0% "AM PROJECT TRAFFIC" LAND USE TYPE Project Trips Pass - By EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Net New 39 235 67 118 44 15 AM TOTAL PROJECT TRAFFIC 39 87 118 44 0 15 AM TOTAL TRAFFIC 102 839 39 r 6 496 128 23 50 13 1 63 J "PM PROJECT TRAFFIC" LAND USE TYPE Project Trips Pass - By EBU EBL EBT EBR WBU WBL WET WBR NBU NBL NBT NBR SBU SBL SBT SBR Net New 20 120 237 60 118 39 PM TOTAL PROJECT TRAFFIC 2a 120 237 60 11B 39 PM TOTAL TRAFFIC 86 669 39 14 904 116 1 47 33 5 127 14 139 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 29th Street and NW 6th Avenue COUNT DATE: August 13, 2015 AM PEAK HOUR FACTOR: 0.84 PM PEAK HOUR FACTOR: 0.91 WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Tuming Movements 23 416 48 8 253 5 12 12 8 1 13 8 Peak Season Correction Factor 1050 1.050 1.050 1.050 1-050 1 050 1.050 1.050 1.050 1,050 1 050 ' 1.050 1.050 1.05A 1.059 1 050 AM EXISTING CONDITIONS I 24 1 437 I 50 I I 6 I 265 I 5 I I 13 I 13 I 6 J 1 I 14 ! 8 iur_-r�e cem^ BT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 33 442 22 9 572 6 51 58 32 8 7 21 Peak Season Correction Factor 1.050 1.050 1.060 1.050 1-050 1050 1.050 1.050 1.050 1-050 1 050 1.050 1.050 1.050 1 050 1 050 PM EXISTING CONDITIONS I 35 I 464 I 23 I 9 I 601 1 5 I 54 151 I 34 I I 8 I 7 I 22 L EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR ^ _ 2110 North Miami Avenue __- -- From 23rd Street (Exiting) To 23rd Street (Entering) TOTAL "VESTED" TRAFFIC 0 0 0 0 0 0 0 0 0 0 0 0 Years To Buildaut 10 10 10 10 10 10 10 10 10 10 10 1n 10 10 10 10 Yearly Growth Rate 1.3% 1.3% 1.3% 1.3% 1-341 1 3% 1.3% 1.3% 1.3% 1.3% 1.3% 1,3% 1.3% 1.3% 1 3% 1.3% AM BACKGROUND TRAFFIC GROWTH 3 61 7 1 37 1 2 2 1 0 2 1 AM NON -PROJECT TRAFFIC 27 493 57 I 9 363 6 15 I 15 1 7 1 16 9 WBL WBT WBR NBU NBL NBT NBR SBU SBL SET SBR 2110 North Miami Avenue From 23rd Street (Exiting' t To 23rd Street (Entering) TOTAL "VESTED"TRAFFIC 0 D 0 0 0 0 0 0 0 D 0 0 Years To Buildout 10 to 10 10 10 10 10 t0 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.3%% 13% 1,3% 1 3% 1.3% 1.3% 1.3% 1344 1 3% 1.310 1.3% 1.346 1.3% 1 3% 1.3% 1.3% PM BACKGROUND TRAFFIC GROWTH 5 64 3 1 84 1 a 8 5 1 1 3 PM NON -PROJECT TRAFFIC I 40 526 26 10 666 7 62 I 69 39 8 25 "PROJECT DISTRUBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SET SBR Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting "AM PROJECT TRAFFIC" 8.0% 4 015 8.D41 4 C46 R WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Pass - By ^` Trips Net New 157 78 53 76 AM TOTAL PROJECT TRAFFIC 0 157 78 0 58 D 76 0 D 9 9 0 AM TOTAL TRAFFIC 27 655 135 9 361 6 93 15 I 7 16 9 "PM PROJECT TRAFFIC" BT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR ~ Project Pass - By Trips Net New 80 40 159 _ 79 PM TOTAL PROJECT TRAFFIC 69 40 105 _ 79 PM TOTAL TRAFFIC 40 606 I 56 50 843 I 7 141 69 39 _I 6 25 TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 21st Terrace and NW 5th Place COUNT DATE: August 13, 2015 AM PEAK HOUR FACTOR: 0.92 PM PEAK HOUR FACTOR: 0.86 "AM EXISTING TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Raw Turning Movements Peak Season Correction Factor AM EXISTING CONDITIONS 1.050 1.050 1.050 28 1.050 1fi 1.050 1.050 1.050 1.050 1.050 48 1.050 , 1.050 1.050 1.050 1.050 1.050 1.050 I 1 0 1 3 1 1 1 17 1 1 1 0 1 I 50 10 1 18 I 1 o I a 1 0 1 "PM EXISTING TRAFFIC' EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SRT SBR PM Raw Turning Movements 4 70 28 102 22 Peak Season Correction Factor 1.050 1.050 1.050 1.050 1.050 1.050 1.050 1.050 1.050 1.050 1.050 1.050 1.050 1.050 1.050 1.050 PM EXISTING CONDITIONS 1 0 I 4 1 80 1 1 27 1 4 1 0 1 I 107 I 0 I 23 I ill I I "AM BACKGROUND TRAFFIC" 2110 North Miami Avenue EBU EBL EBT EBR WBU WBL WET WBR NBU NEL NBT NBR SBU SBL SBT SBR From 23rd Street (Exiting) To 23rd Street (Entering) TOTAL "VESTED" TRAFFIC Years To Buildout 10 10 10 10 10 10 10 10 10 12 10 10 10 10 10 10 Yearly Growth Rate AM BACKGROUND TRAFFIC GROWTH 1.3% 1.3% 1.3% 1.3% 1.3% 1.3% 2 1.3% 1.3% 0 1.3% 1.3% 7 1.3% 1.3% 1.3% 1.3 % 1.3:% 0 1.3% AM NON -PROJECT TRAFFIC 0 3 1 33 19 I 1 c 57 0 21 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SET SBR 2110 North Miami Avenue From 23rd Street (Exiting) To 23rd Street (Entering) TOTAL "VESTED" TRAFFIC Years To Sulidout 10 19 10 10 10 10 10 10 10 10 10 10 10 Yearly Growth Rate 1.3% 1.3% 13% 1.3% 1,351c 1.3% 1.3% 1.315 1.3% 1.3% 1.3% 1.3% 1,3% 1.3% 1.3% 1.3% PM BACKGROUND TRAFFIC GROWTH 11 4 9 15 PM NON -PROJECT TRAFFIC 0 5 01 I 31 5 I 0 122 0 I 28 1 a 0 "PROJECT DISTRUBUTION" LAND USE TYPE EBU EBL EAT EBR WBU WBL WET WBR NBU NBL NET NBR SBU SBL SOT SBR Pass -By Distribution Entering Exiting Net New Distribution Entering Exiting 1.0% 4.0% 1.0% 1 01 1.0% 4.0%, "AM PROJECT TRAFFIC" LAND USE TYPE EBU EEL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass • By Net New 20 a6 7 49 AM TOTAL PROJECT TRAFFIC 20 B6 7 49 AM TOTAL TRAFFIC 0 1 3 53 I 135 1 I 0 64 0 I 70 0 0 0 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Project Trips Pass - By Net New PM TOTAL PROJECT TRAFFIC 10 10 60 60 20 20 89 89 _ PM TOTAL TRAFFIC a 5 101 91 5 0 1 142 5 115 1 0 0 APPENDIX K: Future Background Conditions Analysis AM Peak Hour Timings Future Background 1: NW 5th Avenue & NW 29th Street A.M. Peak Hour Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 4+ 414 4t 41) Volume (vph) 62 400 21 191 43 21 36 81 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 6 2 4 8 Permitted Phases 6 2 4 8 Detector Phase 6 6 2 2 4 4 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 33.7 33.7 33.7 33.7 20.5 20.5 26.1 26.1 Total Split (s) 40.9 40.9 40.9 40.9 34.1 34.1 34.1 34.1 Total Split (%) 54.5% 54.5% 54.5% 54.5% 45.5% 45.5% 45.5% 45.5% Yeliow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 0.7 0.7 0.7 0.7 0.1 0.1 0.1 0.1 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.7 4,7 4.1 4.1 Lead/Lag Lead -Lag Optimize? Recall Mode None None C-Min C-Min None None None None Intersection Summary Cycle Length: 75 Actuated Cycle Length: 75 Offset: 0 (0%), Referenced to phase 2:WBTL, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 1: NW 5th Avenue & NW 29th Street 04 #- 1 e2 (R) 40.9 s 1 134..1 s 1 7 48 -111'06 40,9s I 134.1s K:\FTL_TPT01043629001-Maria Wynwood SAP\Calcs\SynchrolFuture Background AM.syn HCM 2010 Signalized Intersection Summary Future Background 1: NW 5th Avenue & NW 29th Street A.M. Peak Hour 4\ Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4T 41 Volume (veh/h) 62 400 105 21 191 35 43 21 15 36 81 103 Number 1 6 16 5 2 12 7 4 14 3 8 18 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.99 0.99 1.00 0.99 0.99 0.99 0.99 0.99 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow vehlhlln 190.0 186.3 190.0 190.0 186.3 190.0 190.0 186.3 190.0 190.0 186.3 190.0 Lanes 0 2 0 0 2 0 0 2 0 0 2 0 Cap,vehlh 241 884 226 200 985 174 547 282 213 269 441 429 Arrive On Green 0.36 0.36 0.36 0.12 0.12 0.12 0.30 0.30 0.30 0.30 0.30 0.30 Sat Flow, veh/h 206 2468 632 107 2750 487 916 936 706 289 1463 1421 Grp Valurne(v), veh/h 320 0 277 138 0 122 48 0 35 123 0 108 Grp Sat Flow(s),vehlh!In 1729 0 1576 1740 0 1603 999 0 1559 1752 0 1421 Q Serve(g_s), s 0.0 0.0 3.5 0.0 0.0 1.8 0,6 0.0 0.4 0.0 0.0 1.5 Cycle Q Clear(g_c), s 3,4 0.0 3.5 1.7 0.0 1.8 2.1 0.0 0.4 1.3 0.0 1.5 Prop In Lane 0,20 0.40 0.16 0.30 0.94 0.45 0.31 1.00 Lane Grp Cap(c), veh/h 787 0 564 784 0 574 572 0 470 711 0 429 V/C Ratio(X) 0.41 0.00 0.49 0.18 0.00 0.21 0.08 0.00 0.08 0.17 0.00 0.25 Avail Cap(c_a), veh/h 2501 0 2206 2423 0 2244 1601 0 1808 2140 0 1648 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.98 0.00 0.98 1.00 0.00 1.00 1,00 0.00 1.00 Uniform Delay (d), slveh 6.4 0.0 6.5 8.1 0.0 8.1 7.3 0.0 6.5 6.8 0.0 6.8 Incr Delay (d2), slveh 0.1 0.0 0.2 0.5 0.0 0.8 0.0 0.0 0.0 0.1 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 °/vile Back of Q (50%), veh/In 1.1 0.0 1.0 0.7 0.0 0.6 0,2 0.0 0.1 0.4 0.0 0.4 Lane Grp Delay (d), slveh 6.6 0.0 6.7 8.6 0.0 8.9 7.4 0.0 6.5 6.8 0.0 7.1 Lane Grp LOS A A A A A A A A Approach Vol, veh/h 597 260 83 231 Approach Delay, slveh 6.6 8.7 7.0 6.9 Approach LOS A A A A Timer Assigned Phs 6 2 4 8 Phs Duration (G+Y+Rc), s 14,0 14.0 11.9 11.9 Change Period (Y+Rc), s 4.7 4.7 4.1 4.1 Max Green Setting (Gmax), s 36.2 36.2 30.0 30.0 Max Q Clear Time (g_c+11), s 5.5 3.8 4.1 3.5 Green Ext Time (p_c), s 1.9 1.9 1.6 1.6 Intersection Summary HCM 2010 Ctrl Delay 7.2 HCM 2010 LOS A Notes K:IFTL_TPTO1043629001-Mana Wynwood SAP\Calcs\SynchrolFuture Background AM.syn Timings Future Background 2: NW 2nd Avenue & NW 29th Street A.M. Peak Hour Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 41 41 ¶ 1 ) Volume (vph) 47 327 114 198 21 204 74 363 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 6 2 4 8 Permitted Phases 6 2 4 8 Detector Phase 6 6 2 2 4 4 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 33.1 33.1 33.1 33.1 24.2 24.2 24.2 24.2 Total Split (s) 46.0 46.0 46.0 46.0 29.0 29.0 29.0 29.0 Total Split (%) 61.3% 61.3% 61.3% 61.3% 38.7% 38.7% 38.7% 38.71% Yellow Time (s) 4.0 4,0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.1 4.1 4.2 4.2 4.2 4.2 Lead/Lag Lead -Lag Optimize? Recall Mode C-Min C-Min C-Min C-Min None None None None Intersection Summary Cycle Length: 75 Actuated Cycle Length: 75 Offset: 40 (53%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 2: NW 2nd Avenue & NW 29th Street Io � 02 (R) 46 s 29s I #I o8 II -0'36 (R) 46s I 29s i K:1FTL_TPTO1043629001-Mana Wynwood SAP\Calcs\Synchro\Future Background AM.syn HCM 2010 Signalized Intersection Summary Future Background 2: NW 2nd Avenue & NW 29th Street A.M. Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 441 'I 1 1 t Volume (vehlh) 47 327 39 114 198 38 21 204 43 74 363 40 Number 1 6 16 5 2 12 7 4 14 3 8 18 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1,00 0.99 1.00 0.99 1.00 0.99 Parking Bus Adj 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow vehlh/ln 190.0 186.3 190.0 190.0 186.3 190.0 186.3 186.3 190.0 186.3 186.3 190.0 Lanes 0 2 0 0 2 0 1 1 0 1 1 0 Cap,veh/h 210 918 107 379 564 113 452 597 127 574 660 73 Arrive On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.40 0.40 0.40 0.40 0.40 0,40 Sat now, veh/h 202 2831 331 555 1741 348 960 1488 316 1113 1646 183 Grp Volume(v), veh/h 228 0 203 177 0 188 22 0 257 77 0 420 Grp Sat Flow(s),vehlh/In 1730 0 1634 1013 0 1631 960 0 1804 1113 0 1829 Q Serve(g_s), s 0.0 0.0 2.9 2.3 0.0 2.7 0.6 0.0 3.0 1.6 0.0 5.4 Cycle Q Clear(g_c), s 2.9 0.0 2.9 5.2 0.0 2.7 5.9 0.0 3.0 4.6 0.0 5.4 Prop In Lane 0.21 0.20 0.67 0.21 1.00 0.18 1.00 0.10 Lane Grp Cap(c), vehlh 706 0 530 528 0 529 452 0 723 574 0 733 V/C Ratio(X) 0.32 0.00 0.38 0,34 0,00 0,35 0.05 0,00 0.36 0.13 0.00 0.57 Avail Cap(c_a), veh/h 2442 0 2267 1776 0 2263 855 0 1482 1042 0 1502 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.97 0.00 0.97 0.73 0.00 0.73 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 7.9 0.0 7.9 8.7 0.0 7,8 9.3 0.0 6.3 7,9 0.0 7.0 Incr Delay (d2), sfveh 1.2 0.0 2.0 1.3 0.0 1.4 0.0 0.0 0.2 0.1 0.0 0.5 Initial Q Delay(d3),slveh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %Pe Back of Q (50%), veh/ln 1.2 0.0 1.1 1.1 0.0 1.0 0.1 0.0 1.0 0.4 0.0 1.9 Lane Grp Delay (d), s/veh 9.0 0.0 9.9 9.9 0,0 9.2 9.4 0.0 6.5 8.0 0.0 7.6 Lane Grp LOS A A A A A A A A Approach Vol, vehlh 431 365 279 497 Approach Delay, slveh 9.5 9.5 6.8 7.6 Approach LOS A A A A Timer Assigned Phs 6 2 4 8 Phs Duration (G+Y+Rc), s 13.9 13.9 16.3 16.3 Change Period (Y+Rc), s 4.1 4.1 4.2 4.2 Max Green Setting (Gmax), s 41.9 41,9 24.8 24.8 Max Q Clear Time (g c+I1), s 4.9 7.2 7.9 7.4 Green Ext Time (p_c), s 1.7 1,7 3.5 3.5 Intersection Summary HCM 2010 Ctri Delay 8.4 HCM 2010 LOS A Notes K,IFTL_TPT01043629001-Mana Wynwood SAP\Calcs\Synchro\Future Background AM.syn Timings Future Background 3: N Miami Avenue & NW 29th Street/NE 29th Street A.M. Peak Hour Lane Group EBL EBT WBL WBT NBT SBT Lane Configurations 4' 4t +T +1 Volume (vph) 49 313 67 226 352 1447 Turn Type Perm NA Perm NA NA NA Protected Phases 4 8 6 2 Permitted Phases 4 8 Detector Phase 4 4 8 8 6 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Spilt (s) 24.0 24.0 24.0 24.0 24.0 24.0 Total Split (s) 39.0 39.0 39.0 39.0 36.0 36.0 Total Split (%) 52.0% 52.0% 52.0% 52.0% 48.0% 48.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None C-Min C-Min Intersection Summary Cycle Length: 75 Actuated Cycle Length: 75 Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Soffits and Phases: 3: N Miami Avenue & NW 29th Street/NE 29th Street a2 (R) 36s 39s o6 (R.) F Oa 366s 1 39s K:\FTL_TPT01043629001-Mana Wynwood SAP\Calcs\Synchro\Future Background AM.syn HCM 2010 Signalized Intersection Summary Future Background 3: N Miami Avenue & NW 29th Street/NE 29th Street A.M. Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 41, 4t+ Ti 11+ Volume (veh/h) 49 313 91 67 226 62 0 352 33 0 1447 109 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.99 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow veh/h/In 190,0 186,3 190.0 190.0 186.3 190.0 0.0 186.3 190.0 0.0 186.3 190.0 Lanes 0 2 0 0 2 0 0 2 0 0 2 0 Cap, veh/h 139 692 194 184 522 143 0 1656 153 0 1687 127 Arrive On Green 0.10 0.10 0.10 0.29 0.29 0.29 0.00 0.49 0.49 0.00 0.49 0.49 Sat Flow, vehlh 210 2369 664 311 1787 491 0 3361 310 0 3422 257 Grp Volume(v), veh/h 248 0 224 158 0 212 0 202 199 0 816 805 Grp Sat Flow(s),vehfh/In 1673 0 1569 988 0 1602 0 1863 1807 0 1863 1817 0 Serve(g_s), s 1.5 0.0 7.6 2,4 0.0 6.0 0.0 3.5 3.5 0.0 22.1 22.5 Cycle Q Clear(g_c), s 7.5 0.0 7.6 10.0 0.0 6.0 0.0 3,5 3.5 0.0 22.1 22.5 Prop In Lane 0.21 0.42 0.44 0.31 0.00 0.17 0.00 0.14 Lane Grp Cap(c),vehlh 567 0 458 382 0 468 0 918 891 0 918 895 VJC Ratio(X) 0.44 0.00 0.49 0.41 0.00 0.45 0.00 0.22 0.22 0.00 0.89 0.90 Avail Cap(c_a), vehlh 1050 0 928 775 0 947 0 1002 972 0 1002 977 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.98 0.00 0.98 1.00 0.00 1.00 0.00 0.98 0.98 0.00 1.00 1.00 Uniform Delay (d), s/veh 21.1 0.0 21.3 16.9 0.0 16.1 0.0 8.0 8.1 0.0 12.8 12.9 Incr Delay (d2), s/veh 0.4 0.0 0.6 0.5 0.0 0.5 0.0 0.5 0.6 0.0 12.5 13.7 Initial 0 Delay(d3),sfveh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %wile Back of Q (50%), vehfin 3.5 0.0 3.3 1.9 0.0 2.3 0.0 1.5 1.5 0.0 12.0 12.1 Lane Grp Delay (d), s/veh 21.5 0.0 21.9 17.4 0.0 16.6 0.0 8.6 8.6 0.0 25.3 26.6 Lane Grp LOS C C B B A A C C Approach Vol, vehlh 472 370 401 1621 Approach Delay, s/veh 21.7 17.0 8.6 26.0 Approach LOS C B A C Timer Assigned Phs 4 8 6 2 Phs Duration (G+Y+Rc), s 22.3 22.3 33.5 33.5 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 33.0 33.0 30,0 30.0 Max 0 Clear Time (g_c+I1), s 9.6 12.0 5.5 24.5 Green Ext Time (p_c), s 4.4 4.3 6.0 3.0 Intersection Summary HCM 2010 Ctrl Delay HCM 2010 LOS Notes 21.7 K:1FTL_TPTO1043629001-Mana Wynwood SAP\Calcs\SynchrolFuture Background AM.syn HCM 2010 TWSC Future Background 4: NW 5th Avenue & NW 25th Street A.M. Peak Hour Intersection Intersection Delay, slveh 5.7 Movement WBL WBR NBT NBR SBL SBT Vol, vehlh 13 16 49 0 0 80 Conflicting Peds, #/hr 0 0 0 9 9 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - Veh in Median Storage, # 0 - 0 - 0 Grade, % 0 - 0 - 0 Peak Hour Factor 82 82 82 82 82 82 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 16 20 60 0 0 98 Major/Minor Minorl Majorl Major2 Conflicting Flow All 116 39 0 0 60 0 Stage 1 60 Stage 2 56 - Follow-up Headway 3.52 3.32 - - 2.22 Pot Capacity-1 Maneuver 868 1024 - 1542 - Stage 1 955 Stage 2 960 - - - Time blocked -Platoon, % Mov Capacity-1 Maneuver 861 1016 - - 1530 - Mov Capacity-2 Maneuver 861 Stage 1 955 - - Stage 2 953 Approach WB NB HCM Control Delay, s 9 0 HCM LOS A SB 7.9 Minor Lane I Major Mvmt NBT NBR WBLn1 SBEJ SBL SBT Capacity (vehlh) - - 940 1255 1530 HCM Lane VIC Ratio - - 0.038 0.003 HCM Control Delay (s) - 9 - 7.9 7.9 HCM Lane LOS A A A HCM 95th %tile Q(veh) - - 0,117 0.009 0 Notes Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:IFTL_TPT01043629001-Mans Wynwood SAPICalcs\Synchro\Future Background AM.syn HCM 2010 TWSC Future Background 5: NW 2nd Avenue & NW 25th Street A.M, Peak Hour Intersection Intersection Delay, s/veh 3.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, vehlh 0 0 0 32 23 49 25 235 28 93 417 22 Conflicting Peds, #Ihr 5 0 15 15 0 5 29 0 20 20 0 29 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - None Storage Length - - - - Veh in Median Storage, # 0 - 0 0 - 0 - Grade, % 0 - 0 - - 0 - 0 Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 34 25 53 27 253 30 100 448 24 Major/Minor Minorl Majorl Major2 Conflicting Flow All 997 1009 312 472 0 0 298 0 0 Stage 1 337 337 Stage 2 660 672 Follow-up Headway 3.518 4.018 3.318 2.218 - 2.218 Pot Capacity-1 Maneuver 271 240 728 1090 - 1263 Stage 1 723 641 - - Stage 2 514 454 Time blocked -Platoon, % Mov Capacity-1 Maneuver 225 # 0 702 1064 - 1232 Mov Capacity-2 Maneuver 225 # 0 - - Stage 1 693 # 0 - - Stage 2 446 # 0 - - Approach WB NB SB HCM Control Delay, s HCM LOS 18.3 0.7 1,4 C Minor Lane/ Major Mvmt NBL NBT NBR WBLn1 SBL SBT SBR Capacity (vehlh) 1064 382 1232 HCM Lane VIC Ratio 0.025 - 0.293 0.081 HCM Control Delay (s) 8.471 0 - 18.3 8.18 0 HCM Lane LOS A A C A A HCM 95th %tile Q(veh) 0.078 - 1.199 0.265 - Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:1FTL_TPTO1043629001-Mana Wynwood SAP\Calcs\Synchro\Future Background AM.syn HCM 2010 TWSC Future Background 6: NW 6th Avenue & NW 24th Street A.M. Peak Hour Intersection Intersection Delay, s/veh 0.7 Movement WBL WBR NBT NBR SBL SBT Vol, vehlh 1 2 103 14 18 92 Conflicting Peds, #lhr 0 0 0 1 1 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - Veh in Median Storage, # 0 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 81 81 81 81 81 81 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 2 127 17 22 114 Major/Minor Minorl Majorl Major2 Conflicting Flow All 294 137 0 0 144 0 Stage 1 136 - - - Stage 2 158 - - - Follow-up Headway 3.518 3.318 - 2.218 - Pot Capacity-1 Maneuver 697 911 - 1438 Stage 1 890 - - Stage 2 871 - - Time blocked -Platoon, % - - Mov Capacity-1 Maneuver 685 910 - - 1437 Mov Capacity-2 Maneuver 685 Stage 1 890 Stage 2 856 - Approach HCM Control Delay, s HCM LOS WB 9.4 A NB 0 Minor Lane! Major Mvmt NBT NBR WBLn1 SBL SBT Capacity (vehlh) 820 1437 - HCM Lane VIC Ratio 0.005 0.015 - HCM Control Delay (s) 9.4 7.545 0 HCM Lane LOS A A A HCM 95th %tile Q(veh) 0.014 0.047 Notes SB 1.2 : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:IFTL_TPTO1043629001-Mana Wynwood SAPICalcs\Synchro\Future Background AM.syn HCM 2010 TWSC Future Background 7: NW 5th Avenue & NW 24th Street A.M. Peak Hour Intersection Intersection Delay, slveh 3.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 10 5 3 0 0 0 6 30 24 41 30 11 Conflicting Peds, #/hr 0 0 0 0 0 0 1 0 1 1 0 1 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - None - None Storage Length - - - - Veh in Median Storage, # - 0 - 0 - 0 - 0 - Grade, % - 0 - 0 - 0 - 0 - Peak Hour Factor 74 74 74 74 74 74 74 74 74 74 74 74 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 14 7 4 0 0 0 8 41 32 55 41 15 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 195 248 29 55 0 0 73 0 0 Stage1 159 159 Stage 2 36 89 - Follow-up Headway 3.52 4.02 3.32 2.22 - 2.22 Pot Capacity-1 Maneuver 776 653 1039 1548 - 1525 Stage 1 853 765 Stage 2 982 820 Time blocked -Platoon, % Mov Capacity-1 Maneuver 744 # 0 1038 1547 - 1524 Mov Capacity-2 Maneuver 744 # 0 Stage 1 821 # 0 Stage 2 977 # 0 Approach HCM Control Delay, s HCM LOS EB 9,7 A NB 0.7 Minor Lane / Major Mvmt NBL NBT NBR EBLn1 SBL SBT SBR Capacity (veh/h) 1547 - 796 1524 HCM Lane 'I/O Ratio 0.005 - - 0.031 0.036 - HCM Control Delay (s) 7.339 0 - 9.7 7.451 0 HCM Lane LOS A A A A A HCM 95th %tile Q(veh) 0.016 - 0.094 0.113 Notes SB 3.7 : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:1FTL TPT01043629001-Mana Wynwood SAP1Caics\Synchro\Future Background AM.syn HCM 2010 TWSC Future Background 8: NW 2nd Avenue & NW 24th Street A.M. Peak Hour Intersection Intersection Delay, s/veh 1 Movement EBL EBR NBL NBT SBT SBR Vol, vehlh 10 48 0 289 464 0 Conflicting Peds, #/hr 1 5 28 0 0 28 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 11 53 0 318 510 0 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 833 543 515 0 0 Stage 1 515 - Stage 2 318 - Follow-up Headway 3.518 3.318 2.218 - Pot Capacity-1 Maneuver 339 540 1051 - Stage 1 600 - Stage 2 738 - Time blocked -Platoon, % - Mov Capacity-1 Maneuver 336 525 1026 - Mov Capacity-2 Maneuver 336 - - Stage 1 598 - - Stage 2 735 - - Approach EB NB SB HCM Control Delay, s 13.7 0 0 HCM LOS B Minor Lane / Major Mvmt NBL NBT EBLn1 SBU SBT SBR Capacity (vehlh) 1026 - 479 HCM Lane WC Ratio - - 0.133 HCM Control Delay (s) 0 - 13.7 HCM Lane LOS A B HCM 95th %tile Q(veh) 0 - 0.456 Notes Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:1FTL_TPT01043629001-Mana Wynwood SAPICalcs\Synchro\Future Background AM.syn HCM 2010 TWSC Future Background 9: NW 6th Avenue & NW 23rd Street A.M. Peak Hour Intersection Intersection Delay, slveh 0.8 Movement WBL WBR NBT NBR SBL SBT Vol, vehlh 10 5 113 5 5 89 Conflicting Peds, #/hr 0 0 0 1 1 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - Veh in Median Storage, # 0 0 - 0 Grade, % 0 0 0 Peak Hour Factor 74 74 74 74 74 74 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 14 7 153 7 7 120 Major/Minor Minorl Majorl Major2 Conflicting Flow All 290 157 0 0 159 0 Stage 1 156 - - Stage 2 134 - - Follow-up Headway 3.518 3.318 - 2.218 Pot Capacity-1 Maneuver 701 889 - 1420 Stage 1 872 - - Stage 2 892 - - Time blocked -Platoon, % - Mov Capacity-1 Maneuver 697 888 - 1419 Mov Capacity-2 Maneuver 697 - - Stage 1 872 - - Stage 2 887 - Approach HCM Control Delay, s HCM LOS Minor Lane / Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes WB 9.9 A NB 0 NBT NBR WBLn1 SBL SBT 751 1419 - 0.027 0.005 - 9.9 7.549 0 A A A 0.083 0.014 SB 0.4 : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:IFTL_TPTO1043629001-Mana Wynwood SAPICalcs\SynchrolFuture Background AM.syn HCM 2010 TWSC Future Background 10: NW 5th Avenue & NW 23rd Street (South) AM. Peak Hour Intersection Intersection Delay, slveh 1.5 Movement EBL EBR NBL NBT SBT SBR Vol, vehlh 9 0 0 11 13 17 Conflicting Peds, #Ihr 0 0 11 0 0 11 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - 0 Veh in Median Storage, # 0 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 61 61 61 61 61 61 Heavy Vehicles, °/0 2 2 2 2 2 2 Mvmt Flow 15 0 0 18 21 28 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 30 32 21 0 - 0 Stage 1 21 - - Stage2 9 - Follow-up Headway 3,519 3.319 2.218 - - Pot Capacity-1 Maneuver 982 1041 1595 - - Stage1 1001 - - Stage2 1013 - Time blocked -Platoon, % - - Mov Capacity-1 Maneuver 982 1031 1580 - - Mov Capacity-2 Maneuver 982 - Stage 1 1001 - Stage 2 1013 - - Approach EB NB SB HCM Control Delay, s 8.7 0 0 HCM LOS A Minor Lane 1 Major Mvmt NBL NBT EBLn1 SBU SBT SBR Capacity (veh/h) 1580 - 982 HCM Lane WC Ratio - - 0.015 HCM Control Delay (s) 0 - 8.7 HCM Lane LOS A A HCM 95th %tile Q(veh) 0 - 0.046 Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:1FTL_TPTO1043629001-Mana Wynwood SAP\Calcs\Synchro\Future Background AM.syn HCM 2010 TWSC Future Background 11: NW 5th Avenue & NW 23rd Street (North) A.M. Peak Hour Intersection Intersection Delay, slveh 6.2 Movement WBL WBR NBT NBR SBL SBT Vol, vehlh 0 34 22 0 0 31 Conflicting Peds, #!hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - Veh in Median Storage, # 0 0 - 0 Grade, % 0 0 - 0 Peak Hour Factor 72 72 72 72 72 72 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 47 31 0 0 43 MaLorlMinor Minorl Majorl Major2 Conflicting Flow All 55 15 0 0 31 0 Stage 1 31 Stage 2 24 Follow-up Headway 3.52 3.32 - 2.22 Pot Capacity-1 Maneuver 946 1061 - 1580 Stage 1 987 - Stage 2 995 Time blocked -Platoon, % Mov Capacity-1 Maneuver 946 1061 - 1580 Mov Capacity-2 Maneuver 946 Stage 1 987 - Stage 2 995 - Approach WB NB SB HCM Control Delay, s 8.6 0 7.9 HCM LOS A Minor Lane I Major Mvmt NBT NBR WBLn1 SBU SBL SBT Capacity (vehlh) 1061 1236 1580 HCM Lane WC Ratio 0.045 0.001 HCM Control Delay (s) 8.6 - 7.9 7.9 HCM Lane LOS A A A HCM 95th %tile Q(veh) 0.14 0.003 0 Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:IFTL_TPTO1043629001-Mana Wynwood SAPICalcs\Synchro\Future Background AM.syn HCM 2010 TWSC Future Background 13: NW 6th Avenue & NW 22nd Street A.M. Peak Hour Intersection Intersection Delay, s/veh 0.5 Movement WBL WBR NBT NBR SBL SBT Vol, vehlh 8 2 116 5 2 96 Conflicting Peds, #/hr 0 0 0 1 1 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - Veh in Median Storage, # 0 0 - 0 Grade, % 0 0 - 0 Peak Hour Factor 78 78 78 78 78 78 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 10 3 149 6 3 123 MajorlMinor Minorl Majorl Major2 Conflicting Flow All 280 153 0 0 155 0 Stage 1 152 Stage 2 128 Follow-up Headway 3.518 3.318 - 2.218 Pot Capacity-1 Maneuver 710 893 - - 1425 - Stage 1 876 Stage 2 898 Time blocked -Platoon, °/° Mov Capacity-1 Maneuver 708 892 - - 1424 - Mov Capacity-2 Maneuver 708 - - Stage 1 876 - Stage 2 895 - - Approach WB NB HCM Control Delay, s 10 0 HCM LOS B Minor Lane 1 Major Mvmt NBT NBR WBLn1 SBL SBT Capacity (vehlh) - 738 1424 HCM Lane VIC Ratio - 0.017 0.002 HCM Control Delay (s) - 10 7.533 0 HCM Lane LDS B A A HCM 95th %tile Q(veh) - - 0.053 0.005 Notes SB 0.2 : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:\FTL_TPTD1043629001-Mans Wynwood SAP\Calcs\Synchro\Future Background AM.syn HCM 2010 TWSC Future Background 14: NW 5th Avenue & NW 22nd Street A.M. Peak Hour Intersection Intersection Delay, slveh 3.4 Movement EBL EBR NBL NBT SBT SBR Vol, vehlh 9 0 0 2 1 11 Conflicting Peds, #/hr 0 0 9 0 0 9 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - Veh in Median Storage, # 0 - 0 0 Grade, % 0 0 0 Peak Hour Factor 48 48 48 48 48 48 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 19 0 0 4 2 23 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 18 23 25 0 0 Stage 1 14 - - - Stage 2 4 - - - Follow-up Headway 3.518 3,318 2.218 Pot Capacity-1 Maneuver 1000 1054 1589 Stage 1 1009 Stage 2 1019 - Time blocked -Platoon, % Mov Capacity-1 Maneuver 1000 1046 1577 Mov Capacity-2 Maneuver 1000 Stage 1 1009 Stage 2 1019 - Approach EB NB SB HCM Control Delay, s 8.7 0 0 HCM LOS A Minor Lane ! Major Mvmt NBL NBT EBLn1 SOT SBR Capacity (veh!h) 1577 1000 HCM Lane V/C Ratio 0.019 HCM Control Delay (s) 0 8.7 HCM Lane LOS A A HCM 95th %tile Q(veh) 0 0.057 Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:1FTL_TPTO1043629001-Mana Wynwood SAP\Caics\Synchro\Future Background AM.syn HCM 2010 TWSC Future Background 15: NW 3rd Avenue & NW 22nd Street A.M. Peak Hour Intersection Intersection Delay, s(veh 3.5 Movement EBT EBR WBL WBT NBL NBR Vol, vehlh 28 35 13 29 28 22 Conflicting Peds, #/hr 0 10 10 0 1 1 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - 100 0 Veh in Median Storage, # 0 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 32 40 15 33 32 25 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 73 0 116 63 Stage 1 - - - 53 Stage 2 - - - 63 Follow-up Headway - - 2.218 - 3.518 3.318 Pot Capacity-1 Maneuver - - 1527 - 880 1002 Stage 1 - 970 Stage 2 - 960 Time blocked -Platoon. % - Mov Capacity-1 Maneuver - 1514 863 993 Mov Capacity-2 Maneuver - 863 Stage 1 - 969 Stage 2 - 942 Approach HCM Control Delay, s HCM LOS Minor Lane / Major Mvmt Capacity (vehlh) HCM Lane V!C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes EB 0 WB 2.3 NB 9 A NBLn1 NBLn2 EBT EBR WBL WBT 863 993 - - 1514 - 0.037 0.025 - - 0.01 - 9.3 8.7 - - 7,402 0 A A A A 0.116 0.078 - - 0.03 : Volume Exceeds Capacity: $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined i<:1FTL_TPT01043629001-Mana Wynwood SAP\Calcs\Synchro\Future Background AM.syn HCM 2010 TWSC Future Background 16: NW 2nd Avenue & NW 22nd Street A.M. Peak Hour Intersection Intersection Delay, slveh 0.8 Movement EBL EBR NBL NBT SBT SBR Vol, vehlh 28 9 5 247 404 29 Conflicting Peds, #!hr 0 0 12 0 0 12 Sign Control Stop Stop Free Free Free Free RT Channelized None - None - None Storage Length 100 0 - Veh in Median Storage, # 0 0 0 Grade, % 0 - 0 0 Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, °/° 2 2 2 2 2 2 Mvmt Flow 30 10 5 263 430 31 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 718 457 461 0 0 Stage 1 445 - Stage 2 273 - Follow-up Headway 3.518 3.318 2.218 - Pot Capacity-1 Maneuver 396 604 1100 - Stage 1 646 - - Stage 2 773 - - Tirne blocked -Platoon, % - Mov Capacity-1 Maneuver 394 598 1089 Mov Capacity-2 Maneuver 394 - Stage 1 646 - - Stage 2 769 - - - Approach EB HCM Control Delay, s 14 HCM LOS B NB 0.2 Minor Lane / Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR SB 0 Capacity (vehlh) 1089 - 394 598 HCM Lane VIC Ratio 0.005 - 0.076 0.016 HCM Control Delay (s) 8.322 0 14.9 11.1 HCM Lane LOS A A BB HCM 95th %tile Q(veh) 0.015 - 0.244 0.049 Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:1FTL TPTO\043629001-Mana Wynwood SAPICalcs\Synchro\Future Background AM.syn Timings Future Background 17: NW 3rd Avenue & NW 20th Street A.M. Peak Hour Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations +r4 111 114 4 r 4. Volume (vph) 27 543 133 466 44 24 129 3 31 Turn Type Perm NA Perm NA Perm NA Perm Perm NA Protected Phases 6 2 4 8 Permitted Phases 6 2 4 4 8 Detector Phase 6 6 2 2 4 4 4 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 28.0 28.0 28.0 28.0 24.4 24.4 24.4 24.4 24.4 Total Split (s) 45.6 45.6 45.6 45.6 44.4 44.4 44.4 44.4 44,4 Total Split (%) 50.7% 50.7°/0 50.7% 50.7% 49.3°/0 49.3%0 49.3% 49.3% 49.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.4 2.4 2.4 2.4 2.4 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.4 6.4 6.4 Lead/Lag Lead -Lag Optimize? Recall Mode C-Min C-Min C-Min C-Min None None None None None Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 55 Control Type: Actuated -Coordinated W 3rd Avenue & NW 20th Street iii [ o2 (R) T04 45.6 s i 4121.4 s ( [ `* 06 (R) ?° 08 45.6 s i 44.4 s I K:IFTL_TPTO1043629001-Mana Wynwood SAP\Calcs\SynchrolFuture Background AM.syn HCM 2010 Signalized Intersection Summary Future Background 17: NW 3rd Avenue & NW 20th Street A.M. Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ' '9 4'1+ 4' r 4 Volume (vehlh) 27 543 35 133 466 11 44 24 129 3 31 38 Number 1 6 16 5 2 12 7 4 14 3 8 18 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(ApbT) 0.99 0.97 0.99 0.97 0.98 0.98 0.98 0.98 Parking Bus Adj 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow veh/h/In 186.3 186.3 190.0 186.3 186.3 190.0 190.0 186.3 186.3 190,0 186.3 190.0 Lanes 1 2 0 1 2 0 0 1 1 0 1 0 Cap,vehlh 477 1542 100 460 1615 39 344 154 347 104 173 197 Arrive On Green 0.45 0.45 0.45 0.15 0.15 0.15 0.22 0.22 0,22 0.22 0.22 0.22 Sat Flow, vehlh 879 3454 223 798 3618 88 830 688 1545 21 770 879 Grp Volume(v), vehlh 28 308 301 140 253 250 71 0 136 76 0 0 Grp Sat Flow(s),veh/h/ln 879 1863 1814 798 1863 1844 1517 0 1545 1670 0 0 Q Serve(g_s), s 0.8 4.1 4.1 6.2 4.6 4.6 0.0 0.0 2.8 0.0 0.0 0.0 Cycle Q Clear(g_.c), s 5.4 4.1 4.1 10.4 4.6 4.6 1.2 0.0 2.8 1.4 0.0 0.0 Prop In Lane 1.00 0.12 1.00 0.05 0.65 1.00 0.04 0.53 Lane Grp Cap(c). vehlh 477 831 810 460 831 823 498 0 347 474 0 0 V/C Ratio(X) 0.06 0.37 0.37 0.30 0.30 0.30 0.14 0.00 0.39 0.16 0.00 0.00 Avail Cap(c a), vehlh 1009 1959 1908 943 1959 1939 1637 0 1560 1768 0 0 HCM Platoon Ratio 1,00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.98 0.98 0.98 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 8.9 6.9 6.9 15.3 10.8 10.8 11.8 0.0 12.4 11.9 0.0 0.0 Incr Delay (d2), slveh 0.2 1.3 1.3 1.7 0.9 0.9 0.0 0.0 0.3 0.1 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %iie Back of Q (50%), vehlln 0.2 1.7 1.6 1.5 2.0 2.0 0.5 0.0 1.0 0.5 0.0 0.0 Lane Grp Delay (d), slveh 9.1 8.2 8.2 16.9 11,8 11.8 11.8 0.0 12.7 11.9 0.0 0.0 Lane Grp LOS A A A B B B B B B Approach Vol, veh/h 637 643 207 76 Approach Delay, s/veh 8.2 12.9 12.4 11.9 Approach LOS A B B B Timer Assigned Phs 6 2 4 8 Phs Duration (G+Y+Rc), s 22.8 22.8 14.8 14.8 Change Period (Y+Rc), s 6.0 6.0 6.4 6,4 Max Green Setting (Gmax), s 39.6 39.6 38.0 38.0 Max Q Clear Time (g_c+I1), s 7.4 12.4 4.8 3.4 Green Ext Time (p_c), s 2.5 2.5 0.8 0.8 Intersection Summary HCM 2010 Ctrl Delay HCM 2010 LOS Notes 10.9 B K:\FTL_TPTO1043629001-Mana Wynwood SAP\Calcs\Synchro\Future Background AM.syn Timings Future Background 18: NW 20th Street & NW 2nd Avenue A.M. Peak I -lour Lane Group EBL EBT WBT SBL SBT 06 07 Lane Configurations � +T. +t Volume (vph) 149 532 388 156 8 Tum Type Perm NA NA Perm NA Protected Phases 5 1 3 6 7 Permitted Phases 5 3 Detector Phase 5 5 1 3 3 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 4.0 Minimum Split (s) 27.0 27.0 27,0 30.0 30.0 27.0 10.4 Total Split (s) 33.0 33.0 60.0 30.0 30.0 27.0 30.0 Total Split (%) 36.7% 36.7% 66.7% 33.3% 33.3% 30% 33% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Tirne (s) 2.0 2.0 2.0 2.4 2.4 2.4 2.4 Lost Time Adjust (s) 0,0 0.0 0.0 0.0 0.0 Total Lost Tirne (s) 6,0 6.0 6.0 6.4 6.4 Lead/Lag Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Recall Mode Max Max Max Max Max Max Max Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 1:WBT and 5:EBTL, Start of Green Natural Cycle: 85 Control Type: Pretimed 20th Street & NW 2nd Avenue =18 =18 a3 101 (R) 60 s 30 s =18 =19 5 (R) =19 06 =19 - 1107 II -IIP 33s f 27s 30s K:FTL_TPTO\043629001-Mana Wynwood SAP\Calcs\Synchro\Future Background AM.syn HCM Signalized Intersection Capacity Analysis Future Background 18: NW 20th Street & NW 2nd Avenue A.M. Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations + 'I 'fir Volume (vph) 149 532 7 0 388 54 0 0 0 156 8 255 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.4 6.4 Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 Frpb, ped/bikes 1.00 1.00 0.99 1.00 0.98 Flpb, pedlbikes 0.98 1.00 1.00 0.99 1.00 Frt 1.00 1.00 0.98 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prof) 1734 3531 3450 1759 1553 Flt Permitted 0.48 1.00 1.00 0.95 1.00 Satd. Flow (perm) 885 3531 3450 1759 1553 Peak -hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 157 560 7 0 408 57 0 0 0 164 8 268 RTOR Reduction (vph) 0 1 0 0 12 0 0 0 0 0 198 0 Lane Group Flow (vph) 157 566 0 0 453 0 0 0 0 164 78 0 Confl. Peds. (##/hr) 18 10 10 18 11 5 5 11 Turn Type Perm NA NA Perm NA Protected Phases 5 1 3 Permitted Phases 5 3 Actuated Green, G (s) 27.0 27.0 54.0 23.6 23.6 Effective Green, g (s) 27.0 27.0 54.0 23.6 23.6 Actuated g/C Ratio 0.30 0.30 0.60 0.26 0.26 Clearance Time (s) 6.0 6.0 6.0 6.4 6.4 Lane Grp Cap (vph) 265 1059 2070 461 407 vis Ratio Prot 0.16 c0.13 0.05 vls Ratio Perm c0.18 c0.09 vlc Ratio 0.59 0.53 0.22 0.36 0.19 Uniform Delay, di 26.8 26.3 8.3 27.0 25.8 Progression Factor 1.02 1.04 0.00 1.00 1.00 Incremental Delay, d2 9.3 1.9 0.2 2.1 1.1 Delay (s) 36.7 29.2 0.3 29.2 26.8 Level of Service D C A C C Approach Delay (s) 30.8 0.3 0.0 27.7 Approach LOS C A A C Intersection Surnmary HCM 2000 Control Delay 21.2 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.41 Actuated Cycle Length (s) 90.0 Sum of lost time (s) 18.8 Intersection Capacity Utilization 60.3% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043629001-Mana Wynwood SAPICalcs\Synchro\Future Background AM.syn Timings Future Background 19: NW 1st Place & NW 20th Street A.M. Peak Hour 4- t Lane Group EBT WBT NBL NOT 01 03 07 Lane Configurations ft +1 "i +1 Volume (vph) 696 416 27 6 Turn Type NA NA Perm NA Protected Phases 5 7 5 6 1 3 7 Permitted Phases 6 Detector Phase 5 7 5 6 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 4.0 Minimum Split (s) 27.0 27.0 27.0 27.0 30.0 10.4 Total Split (s) 33.0 27.0 27.0 60.0 30.0 30.0 Total Split (%) 36.7% 30.0% 30.0% 67% 33% 33% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.4 2.4 2.0 2.4 2.4 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.4 6.4 LeadlLag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Recall Mode Max Max Max Max Max Max Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 1:WBTL and 5:EBTL, Start of Green Natural Cycle: 85 Control Type: Pretimed Splits and Phases: 19: NW lst Place & NW 20th Street 18 i01(R) 18 $ e3 60s 30s =18 -19 ---Iw 5 (R) i9 4` a6 19 -0 07 i 33 s 27s 30 s K,1FTL_TPT01043629001-Mana Wynwood SAPICaIcs1Synchro\Future Background AM.syn HCM Signalized Intersection Capacity Analysis Future Background 19: NW lst Place & NW 2Oth Street A.M. Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +F ) 114 Volume (vph) 0 696 0 0 416 8 27 6 22 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.4 6.4 Lane Util. Factor 0.95 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1,00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 0.88 Flt Protected 1.00 1.00 0.95 1.00 Satd. Flow (prat) 3539 3526 1767 3079 Flt Permitted 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3539 3526 1767 3079 Peak -hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 0 718 0 0 429 8 28 6 23 0 0 0 RTOR Reduction (vph) 0 0 0 0 1 0 0 18 0 0 0 0 Lane Group Flow (vph) 0 718 0 0 436 0 28 11 0 0 0 0 Conf . Peds. (#Ihr) 28 15 15 28 1 3 3 1 Turn Type NA NA Perrn NA Protected Phases 5 7 5 6 Permitted Phases 6 Actuated Green, G (s) 57.0 27.0 20.6 20.6 Effective Green, g (s) 50.6 27.0 20.6 20.6 Actuated glC Ratio 0.56 0.30 0.23 0.23 Clearance Time (s) 6.0 6.4 6.4 Lane Grp Cap (vph) 1989 1057 404 704 vls Ratio Prot c0.20 c0.12 0.00 vls Ratio Perm c0.02 vlc Ratio 0.36 0.41 0.07 0.02 Uniform Delay, d1 10.8 25.2 27.2 26.9 Progression Factor 0.05 1.00 1.00 1.00 incremental Delay, d2 0.5 1.2 0.3 0.0 Delay (s) 1.0 26,3 27.5 26.9 Level of Service A C C C Approach Delay (s) 1.0 26.3 27.2 0.0 Approach LOS A C C A Intersection Summary HCM 2000 Control Delay 11.3 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0,30 Actuated Cycle Length (s) 90.0 Sum of lost time (s) 18.8 Intersection Capacity Utilization 46.2% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group K:IFTL_TPTO1043629001-Mana Wynwood SAP\Calcs\SynchrolFuture Background AM.syn Timings Future Background 20: N Miami Avenue & NW 20th Street A.M. Peak. Hour f 4- 4\ t Lane Group EBL EBT EBR WBT WBR NBL NBT SBL SBT Lane Configurations 'i rrt tri 4.114 in Volume (vph) 89 323 208 338 181 3 200 190 1169 Turn Type Perm NA Perm NA Perm Perm NA Perm NA Protected Phases 2 6 8 4 Permitted Phases 2 2 6 8 4 Detector Phase 2 2 2 6 6 8 8 4 4 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 Total Split (s) 34.0 34.0 34.0 34.0 34.0 26.0 26.0 26.0 26.0 Total Split (%) 56.7% 56.7% 56.7% 56.7% 56.7% 43.3% 43.3% 43.3°/° 43.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4,0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.3 2.3 2.3 2.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.3 6.3 Lead/Lag Lead -Lag Optimize? Recall Mode Max Max Max Max Max Max Max Max Max Intersection Summary Cycle Length: 60 Actuated Cycle Length: 60 Offset: 48 (80%), Referenced to phase 2:EBTL and 6:WBT, Start of Green Natural Cycle: 70 Control Type: Pretimed Splits and Phases: 20: N Miami Avenue & NW 20th Street 11 -0°2 (R) T 04 34 s 26 s t08 P41-- 06(R) 34 s i 26 s i K;1FTL_TPT01043629001-Mana Wynwood SAP \CalcslSynchro\Future Background AM.syn Timings Future Background Optimized 20: N Miami Avenue & NW 20th Street A.M. Peak Hour } 1- Lane Group EBL EBT EBR WBT WBR NBL NBT SBL SBT Lane Configurations 1 + r + I, 4t 4t Volume (vph) 89 323 208 338 181 3 200 190 1169 Turn Type Perm NA Perm NA Perm Perm NA Perm NA Protected Phases 2 6 8 4 Permitted Phases 2 2 6 8 4 Detector Phase 2 2 2 6 6 8 8 4 4 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 24,3 24,3 24,3 24.3 24.3 24.3 24.3 24.3 24.3 Total Split (s) 26,0 26,0 26,0 26.0 26.0 34.0 34.0 34.0 34,0 Total Split (%) 43.3% 43.3% 43.3°!0 43.3% 43.3% 56.7% 56.7% 56.7% 56.7% Yellow Time (s) 4,0 4.0 4,0 4,0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2,0 2.3 2.3 2.3 2.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.3 6.3 LeadfLag Lead -Lag Optimize? Recall Mode Max Max Max Max Max Max Max Max Max Intersection Summary Cycle Length: 60 Actuated Cycle Length: 60 Offset: 48 (80%), Referenced to phase 2:EBTL and 6:WBT, Start of Green Natural Cycle: 70 Control Type: Pretimed Sciits and Phases: 20: N Miami Avenue & NW 20th Street "1102 (R) 04 26s 345 l0 t06(R) 26s i 31s K:1FTL_TPT01043629001-Mana Wynwood SAP \Calcs\SynchrolFuture Background AM_opt.syn HCM 2010 Signalized Intersection Summary Future Background Optimized 20: N Miami Avenue & NW 20th Street A.M. Peak Hour t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 'i + F + r' 4-4 4T Volume (vehlh) 89 323 208 0 338 181 3 200 16 190 1169 90 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1,00 1.00 1.00 1.00 1.00 1.00 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow vehlh/In 186.3 186.3 186.3 0.0 186.3 186.3 190.0 186.3 190.0 190.0 186.3 190.0 Lanes 1 1 1 0 1 1 0 2 0 0 2 0 Cap, veh/h 270 621 524 0 621 525 62 1362 107 252 1209 95 Arrive On Green 0.33 0.33 0.33 0.00 0,33 0.33 0.46 0.46 0.46 0.46 0.46 0.46 Sat Flow, veh/h 855 1863 1573 0 1863 1576 0 2949 233 382 2619 206 Grp Volume(v), vehlh 94 340 219 0 356 191 110 0 121 761 0 765 Grp Sat Flow(s),vehlh/In 855 1863 1573 0 1863 1576 1529 0 1653 1548 0 1658 Q Serve(g_s), s 6.1 8.9 6.5 0.0 9.5 5.5 0.0 0.0 2.5 25.2 0.0 27.7 Cycle Q Clear(g_c), s 15.6 8.9 6.5 0.0 9.5 5,5 27.7 0.0 2.5 27.7 0.0 27.7 Prop In Lane 1.00 1.00 0.00 1.00 0.03 0.14 0.26 0.12 Lane Grp Cap(c), veh/h 270 621 524 0 621 525 768 0 763 791 0 766 VIC Ratio(X) 0.35 0.55 0.42 0.00 0.57 0,36 0.14 0,00 0.16 0.96 0,00 1.00 Avail Cap(c_a), veh/h 270 621 524 0 621 525 768 0 763 791 0 766 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), slveh 22.9 16.3 15.5 0.0 16.5 15.2 9,4 0.0 9.4 17.3 0.0 16.1 Incr Delay (d2), slveh 3.5 3.5 2.4 0.0 3.8 1.9 0.4 0.0 0.4 24.1 0.0 32.4 Initial Q Delay(d3),slveh 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0,0 %ile Back of Q (50%), vehlln 1.5 4.4 2.7 0.0 4.6 2.2 0.9 0.0 1.0 16.1 0.0 17,1 Lane Grp Delay (d), slveh 26.4 19.8 17.9 0.0 20.3 17.1 9.8 0.0 9,8 41.4 0.0 48.5 Lane Grp LOS C B B C B A A D D Approach Vol, vehlh 653 547 231 1526 Approach Delay, slveh 20.1 19.2 9.8 45.0 Approach LOS C B A D Timer Assigned Phs 2 6 8 4 Phs Duration (G+Y+Rc), s 26.0 26.0 34.0 34.0 Change Period (Y+Rc), s 6.0 6.0 6.3 6.3 Max Green Setting (Gmax), s 20.0 20.0 27.7 27,7 Max Q Clear Time (g c+11), s 17.6 11.5 29.7 29.7 Green Ext Time (pc), s 0.7 1,4 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 32.0 HCM 2010 LOS C Notes K:1FTL_TPTO1043629001-Mana Wynwood SAP\Calcs\Synchro\Future Background AM_opt.syn HCM 2010 Signalized Intersection Summary Future Background 20: N Miami Avenue & NW 20th Street A.M. Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations li 14 r + r 4 T Volume (veh/h) 89 323 208 0 338 181 3 200 16 190 1169 90 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow vehlhlln 186.3 186.3 186.3 0.0 186.3 186.3 190.0 186.3 190.0 190.0 186.3 190.0 Lanes 1 1 1 0 1 1 0 2 0 0 2 0 Cap,vehlh 411 869 736 0 869 737 62 957 76 197 809 64 Arrive On Green 0.47 0.47 0.47 0.00 0.47 0.47 0.33 0.33 0.33 0.33 0.33 0.33 Sat Flow, vehlh 855 1863 1576 0 1863 1578 0 2914 230 368 2465 196 Grp Volume(v), veh/h 94 340 219 0 356 191 109 0 122 722 0 804 Grp Sat Flow(s),vehlhlln 855 1863 1576 0 1863 1578 1491 0 1653 1369 0 1660 Q Serve(g_s), s 4.9 7.1 5.2 0.0 7.6 4.4 0.0 0.0 3.2 16.5 0.0 19.7 Cycie Q Clear(g_c), s 12.4 7.1 5.2 0.0 7.6 4.4 19.7 0.0 3.2 19.7 0.0 19.7 Prop In Lane 1.00 1.00 0.00 1.00 0.03 0.14 0.28 0.12 Lane Grp Cap(c), vehth 411 869 736 0 869 737 551 0 543 526 0 545 WC Ratio(X) 0.23 0.39 0.30 0.00 0.41 0.26 0.20 0.00 0.22 1.37 0.00 1.48 Avail Cap(c_a), vehlh 411 869 736 0 869 737 551 0 543 526 0 545 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 14.7 10.4 9.9 0.0 10.5 9.7 14.5 0.0 14.6 22.7 0.0 20.2 Incr Delay (d2), slveh 1.3 1.3 1.0 0.0 1.4 0.9 0.8 0.0 1.0 179.3 0.0 223.7 Initial Q Delay(d3),slveh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), vehlln 1.1 3.2 2.0 0.0 3.3 1.7 1.2 0.0 1.4 33.8 0.0 41.4 Lane Grp Delay (d), s/veh 15.9 11.8 10.9 0.0 12.0 10.6 15.3 0.0 15.6 201.9 0.0 243.9 Lane Grp LOS B B B B B B B F F Approach Vol, vehlh 653 547 231 1526 Approach Delay, stveh 12.1 11.5 15.4 224.0 Approach LOS B B B F Timer Assigned Phs 2 6 8 4 Phs Duration (G+Y+Rc), s 34.0 34.0 26.0 26.0 Change Period (Y+Rc), s 6.0 6.0 6.3 6.3 Max Green Setting (Gmax), s 28.0 28.0 19,7 19.7 Max Q Clear Time (gc+I1), s 14.4 9.6 21.7 21.7 Green Ext Time (p_c), s 1.6 1.7 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 121.6 HCM 2010 LOS F Notes K:1FTL_TPTO1043629001-Mana Wynwood SAP1Calcs\Synchro\Future Background AM.syn HCM 2010 TWSC Future Background 39: NW 5th Place & NW 20th Street AM. Peak Hour Intersection Intersection Delay, slveh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, vehlh 63 604 39 8 411 10 23 6 9 6 13 48 Conflicting Peds, #/hr 2 0 6 6 0 2 5 0 1 1 0 5 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - None - None - - None Storage Length 65 - 65 - - - - Veh in Median Storage, # - 0 - 0 - 0 0 Grade, % 0 - 0 - 0 0 Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, °/0 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 67 643 41 9 437 11 24 6 10 6 14 51 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 453 0 0 689 0 0 1050 1272 353 929 1288 235 Stage 1 - 802 802 465 465 - Stage 2 - - 248 470 - 464 823 - Follow-up Headway 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Capacity-1 Maneuver 1104 - - 901 - - 181 166 643 222 163 767 Stage 1 - - - 344 395 547 561 Stage 2 - - - 734 558 548 386 Time blocked -Platoon, % Mov Capacity-1 Maneuver 1098 - - 896 - 152 153 637 201 150 760 Mov Capacity-2 Maneuver - - 251 259 319 260 Stage 1 - - 322 369 511 553 Stage 2 - 658 550 496 361 Approach HCM Control Delay, s HCM LOS EB WB NB SB 0.8 0.2 19.1 13.2 C B Minor Lane I Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 295 1098 - 896 - - 508 HCM Lane V/C Ratio 0.137 0.061 - 0.009 0.14 HCM Control Delay (s) 19.1 8.492 - 9.056 - 13.2 HCM Lane LOS C A A B HCM 95th %tile Q(veh) 0.469 0.195 - 0.029 - 0.485 Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:\FTL_TPTO\043629001-Mana Wynwood SAP1Calcs\Synohro\Future Background AM.syn HCM 2010 TWSC Future Background 40: NW 6th Avenue & NW 29th Street A.M. Peak Hour Intersection Intersection Delay, sfveh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, vehlh 27 498 57 9 303 6 15 15 7 1 16 9 Conflicting Peds, #/hr 0 0 2 2 0 0 0 0 1 1 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None - - None - - None Storage Length 0 Veh in Median Storage, # 0 0 - 0 - - 0 Grade, % 0 0 0 - - 0 Peak Hour Factor 84 84 84 84 84 84 84 84 84 84 84 84 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvrnt Flow 32 593 68 11 361 7 18 18 8 1 19 11 MajorlMinor Majorl Major2 Minorl Minor2 Conflicting Flow All 369 0 0 662 0 0 904 1082 333 758 1113 187 Stage 1 - - 692 692 387 387 - Stage 2 - - 212 390 - 371 726 - Follow-up Headway 2.22 - 2.22 3.52 4.02 3.32 3.52 4.02 3.32 Pot Capacity-1 Maneuver 1186 - 922 232 216 663 296 207 823 Stage 1 400 443 608 608 Stage 2 - 770 606 622 428 Time blocked -Platoon, Mov Capacity-1 Maneuver 1184 920 - 202 203 661 260 195 821 Mov Capacity-2 Maneuver 202 203 260 195 Stage 1 382 424 581 598 Stage 2 - - 724 596 562 409 Approach HCM Control Delay, s HCM LOS Minor Lane / Major Mvmt EB WB NB SB 0.5 0.3 22.3 20.2 C C NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (vehlh) HCM Lane VIC Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes 202 247 1184 - 920 - 268 0.059 0.13 0,027 - 0.012 - 0.115 23.9 21.7 8.125 0.2 - 8.959 0.1 20.2 CC A A A A C 0.186 0.442 0.084 - 0.035 - 0.387 : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:IFTL_TPT01043629001-Mana Wynwood SAPICalcs\SynchrolFuture Background AM.syn HCM 2010 TWSC Future Background 41: NW 5th Place & NW 21 st Terrace A.M. Peak Hour Intersection Intersection Delay, slveh 6.3 Movement EBT EBR WBL WBT NBL NBR Vol, vehlh 3 33 19 1 57 21 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None None Storage Length - 0 Veh in Median Storage, # 0 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 3 36 21 1 62 23 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 39 0 63 21 Stage 1 - - 21 Stage 2 - 42 Follow-up Headway - 2.218 - 3.518 3.318 Pot Capacity-1 Maneuver - 1571 - 943 1056 Stage 1 - 1002 Stage 2 - 980 Time blocked -Platoon, % Mov Capacity-1 Maneuver - 1571 - 931 1056 Mov Capacity-2 Maneuver - 931 Stage 1 - - 1002 - Stage 2 - 967 Approach EB WB NB HCM Control Delay, s 0 7 9.1 HCM LOS A Minor Lane l Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (vehlh) 962 - - 1571 - HCM Lane VIC Ratio 0.088 - - 0.013 HCM Control Delay (s) 9.1 - - 7.322 0 HCM Lane LOS A A A HCM 95th %tile Q(veh) 0.289 - - 0.04 Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Nat Defined K:1FTL_TPT01043629001-Mana Wynwood SAP\Calcs\Synchro\Future Background AM.syn PM Peak Hour Timings Future Background 1: NW 5th Avenue & NW 29th Street P.M. Peak Hour Lane Group EBL EBT WBL WBT NBU NBL NBT SBL SBT Lane Configurations 411, + 4t Volume (vph) 109 370 42 525 16 105 213 26 54 Turn Type Perm NA Perm NA Perm Perm NA Perm NA Protected Phases 6 2 4 8 Permitted Phases 6 2 4 4 8 Detector Phase 6 6 2 2 4 4 4 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 33.7 33.7 33.7 33.7 20.5 20.5 20.5 26.1 26.1 Total Split (s) 40.9 40,9 40.9 40.9 34.1 34.1 34.1 34.1 34.1 Total Split (%) 54.5% 54.5% 54.5% 54.5% 45.5% 45.5% 45.5% 45.5% 45.5% Yellow Time (s) 4,0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 0.7 0.7 0.7 0.7 0.1 0.1 0.1 0.1 0.1 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.7 4.7 4.1 4.1 LeadlLag Lead -Lag Optimize? Recall Mode None None C-Min C-Min None None None None None Intersection Summary Cycle Length: 75 Actuated Cycle Length: 75 Offset: 0 (0%), Referenced to phase 2:WBTL, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated : 1: NW 5th Avenue & NW 29th Street to4 ! 02 (R) 90.9s 134.1s ■ 03 -01'06 40.9s i 134.1s i K:1FTL_TPTO1043629001-Mana Wynwood SAPICalcs\Synchro\Future Background PM.syn HCM 2010 Signalized intersection Summary Future Background 1; NW 5th Avenue & NW 29th Street P.M. Peak Hour J -IP- 4-- 4,N.fl `\ t 1' Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT Lane Configurations 410 41i. 4 41 Volume (vehlh) 109 370 56 42 525 73 16 105 213 67 26 54 Number 1 6 16 5 2 12 7 4 14 3 8 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 0.99 0.99 1,00 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow vehlhlln 190.0 186.3 190.0 190.0 186.3 190,0 190.0 186.3 190.0 190.0 186.3 Lanes 0 2 0 0 2 0 0 2 0 0 2 Cap,vehlh 309 860 129 171 1310 177 332 532 167 227 373 Arrive On Green 0,45 0.45 0.45 0.15 0.15 0.15 0.28 0.28 0.28 0.28 0.28 SatFlow,vehlh 317 1890 285 106 2881 389 604 1905 599 299 1336 Grp Volume(v), vehlh 237 0 364 377 0 342 234 0 198 90 0 Grp Sat Flow(s),vehlh/In 848 0 1644 1752 0 1625 1525 0 1583 1635 0 Q Serve(g_s), s 2.8 0.0 5.1 0.0 0.0 6.4 2,4 0.0 3.4 0,0 0.0 Cycle Q Clear(g_c), s 9.1 0.0 5.1 6.1 0.0 6.4 4,1 0.0 3.4 1.2 0.0 Prop In Lane 0.51 0.17 0.12 0.24 0.51 0.38 0.32 Lane Grp Cap(c),vehlh 550 0 747 919 0 739 590 0 443 601 0 V/C Ratio(X) 0.43 0.00 0.49 0.41 0,00 0.46 0.40 0.00 0.45 0.15 0.00 Avail Cap(c_a), vehlh 1232 0 1797 1971 0 1776 1510 0 1434 1537 0 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0,33 0.33 1.00 1,00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.90 0.00 0.90 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 7.0 0.0 6.3 10.3 0.0 10.4 10.0 0.0 9,8 9.0 0.0 Incr Delay (d2), sfveh 0.2 0.0 0.2 1.2 0.0 1.9 0.3 0.0 0.5 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of 0 (50%), vehlln 1.3 0.0 1.6 3.1 0.0 2,9 1.3 0.0 1.1 0.4 0.0 Lane Grp Delay (d), slveh 7.2 0.0 6.5 11.5 0.0 12.3 10.3 0.0 10.4 9.1 0.0 Lane Grp LOS A A B B B B A Approach Vol, veh/h 601 719 432 186 Approach Delay, slveh 6.8 11.9 10.3 9.3 Approach LOS A B B A Timer Assigned Phs 6 2 4 8 Phs Duration (G+Y+Rc), s 19.8 19.8 13.4 13.4 Change Period (Y+Rc), s 4.7 4.7 4.1 4.1 Max Green Setting (Gmax), s 36.2 36.2 30.0 30.0 Max Q Clear Time (g_c+11), s 11.1 8.4 6.1 3.7 Green Ext Time (p_c), s 3.1 3.1 3.2 3.2 Intersection Summary HCM 2010 Ctrl Delay 9.7 HCM 2010 LOS A Notes K.IFTL_TPT01043629001-Mana Wynwood SAP1CaIcs\SynchrolFuture Background PM.syn HCM 2010 Signalized intersection Summary Future Background 1: NW 5th Avenue & NW 29th Street P.M. Peak Hour 4, Movement SBR Laonfigurations Volume (vehlh) 85 Number 18 Initial Q (Qb), veh 0 Ped-Bike Adj(A_pbT) 0.99 Parking Bus Adj 1.00 Adj Sat Flow vehlh/In 190.0 Lanes 0 Cap. vehlh 399 Arrive On Green 0.28 Sat Flow, vehlh 1428 Grp Volume(v), veh/h 96 Grp Sat Flow(s),vehlhlin 1428 Q Serve(g_s), s 1.7 Cycle Q Clear(g_c), s 1.7 Prop In Lane 1.00 Lane Grp Cap(c), veh/h 399 VIC Ratio(X) 0.24 Avail Cap(c_a), veh/h 1294 HCM Platoon Ratio 1.00 Upstream Filter(I) 1.00 Uniform Delay (d), slveh 9.2 Incr Delay (d2), slveh 0.2 Initial Q Delay(d3),s/veh 0.0 °/pile Back of Q (50%), veh/In 0.5 Lane Grp Delay (d), s/veh 9.4 Lane Grp LOS A Approach Vol, vehlh Approach Delay, sfveh Approach LOS Timer Assigned Phs Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary K:1FTL_TPTO\043629001-Mana Wynwood SAP\Calcs\Synchro\Future Background PM.syn Timings Future Background 2: NW 2nd Avenue & NW 29th Street P.M. Peak Hour Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 41, 4 'I+ 1. Volume (vph) 91 354 104 465 64 464 24 185 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 6 2 4 8 Permitted Phases 6 2 4 8 Detector Phase 6 6 2 2 4 4 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7,0 7.0 7.0 7.0 Minimum Split (s) 33.1 33.1 33.1 33.1 24.2 24.2 24.2 24.2 Total Split (s) 46.0 46.0 46.0 46.0 29.0 29.0 29.0 29.0 Total Split (%) 61.3% 61.3% 61.3% 61.3% 38.7% 38.7% 38.7% 38.7% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Tirne (s) 4.1 4.1 4.2 4.2 4.2 4.2 Lead/Lag Lead -Lag Optimize? Recall Mode C-Min C-Min C-Min C-Min None None None None Intersection Summary Cycle Length: 75 Actuated Cycle Length: 75 Offset: 40 (53%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 2: NW 2nd Avenue & NW 29th Street t 04 P ci2 (R) i6s 29s '06 • 03 ! (R) 46 s 1 29 s I K:IFTL_TPT01043629001-Mana Wynwood SAP1Calcs\Synchro\Future Background PM.syn HCM 2010 Signalized Intersection Summary Future Background 2: NW 2nd Avenue & NW 29th Street P.M. Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4i 4t 'I T 1 Volume (vehlh) 91 354 51 104 465 68 64 464 72 24 185 52 Number 1 6 16 5 2 12 7 4 14 3 8 18 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Fed -Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 0.99 0.98 0.99 0.98 Parking Bus Adj 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow vehlhlln 190.0 186.3 190.0 190.0 186.3 190.0 186.3 186.3 190.0 188.3 186.3 190.0 Lanes 0 2 0 0 2 0 1 1 0 1 1 0 Cap,veh/h 232 738 106 229 841 119 556 676 105 330 599 169 Arrive On Green 0.37 0.37 0.37 0,37 0,37 0.37 0.43 0.43 0.43 0.43 0.43 0.43 Sat Flow, vehlh 287 2013 289 301 2293 326 1118 1571 243 848 1392 393 Grp Volume(v), vehlh 211 0 301 304 0 352 66 0 552 25 0 245 Grp Sat Flow(s),vehlh/In 947 0 1642 1284 0 1635 1118 0 1815 848 0 1785 Q Serve(g_s), s 2.4 0.0 5.8 3.0 0.0 7.1 1.7 0.0 10.2 1.0 0.0 3.7 Cycle Q Clear(g_c), s 9.5 0,0 5.8 8.8 0.0 7.1 5.4 0.0 10.2 11.2 0.0 3.7 Prop In Lane 0.45 0.18 0.35 0.20 1.00 0.13 1.00 0.22 Lane Grp Cap(c), veh/h 475 0 602 590 0 600 556 0 781 330 0 768 WC Ratio(X) 0.44 0.00 0.50 0.52 0.00 0.59 0.12 0.00 0.71 0,08 0,00 0.32 Avail Cap(c_a), vehlh 1276 0 1681 1511 0 1674 752 0 1100 479 0 1082 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.94 0.00 0.94 0.32 0,00 0.32 1.00 0,00 1.00 1.00 0.00 1.00 Uniform Delay (d), slveh 10.5 0.0 10.0 10.6 0.0 10.4 9.5 0.0 9.5 14.1 0.0 7.7 Incr Delay (d2), sfveh 2.8 0.0 2.8 1.0 0,0 1.4 0,1 0.0 0.9 0.1 0.0 0.2 Initial Q Delay(d3),slveh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), vehlin 1.6 0.0 2.4 2.0 0.0 2.6 0.4 0.0 3.9 0.2 0.0 1.3 Lane Grp Delay (d), slveh 13.3 0.0 12.8 11.6 0.0 11.8 9.5 0,0 10.4 14.2 0.0 7.9 Lane Grp LOS B B B B A B B A Approach Vol, vehlh 512 656 618 270 Approach Delay, slveh 13.0 11.7 10.3 8.5 Approach LOS B B B A Timer Assigned Phs 6 2 4 8 Phs Duration (G+Y+Rc), s 19.1 19.1 21.8 21.8 Change Period (Y+Rc), s 4.1 4.1 4.2 4.2 Max Green Setting (Gmax), s 41.9 41.9 24.8 24.8 Max Q Clear Time (g c+I1), s 11.5 10.8 12.2 13,2 Green Ext Time (p_c), s 2.7 2.7 3.8 3,6 Intersection Summary HCM 2010 Ctrl Delay 11.2 HCM 2010 LOS B Notes K:IFTL_TPTO1043629001-Mana Wynwood SAP1Calcs\Synchro\Future Background PM.syn Timings Future Background 3: N Miami Avenue & NW 29th Street/NE 29th Street P.M. Peak Hour Lane Group EBL EBT WBL WBT NBT SBT Lane Configurations 4'4 4T4 +t +1 Volume (vph) 110 316 79 396 1312 607 Turn Type Perm NA Perm NA NA NA Protected Phases 4 8 6 2 Permitted Phases 4 8 Detector Phase 4 4 8 8 6 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 24.0 24.0 24.0 24.0 24.0 24.0 Total Split (s) 54.0 54.0 54.0 54.0 96.0 96.0 Total Split (%) 36.0% 36.0% 36.0% 36.0% 64,0% 64.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None C-Min C-Min Intersection Summary Cycle Length: 150 Actuated Cycle Length: 150 Offset: 88 (59%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 3: N Miami Avenue & NW 29th Street/NE 29th Street It 4. 02 (R) �� gas 54s , $ 1a6' ) 41- 08 96s 1 54s 1 K:1FTL. TPTO1043629001-Mana Wynwood SAP\Calcs\Synchro\Future Background PM.syn HCM 2010 Signalized Intersection Summary Future Background 3: N Miami Avenue & NW 29th Street/NE 29th Street P.M. Peak Hour 4\ Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations + t Volume (vehfh) 110 316 52 79 396 151 0 1312 114 0 607 177 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(ApbT) 1.00 0.99 0.99 0.99 1.00 0.99 1.00 1.00 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 Adj Sat Flow vehfhlln 190.0 186.3 190.0 190.0 186.3 190.0 0.0 186.3 190.0 0.0 186.3 190.0 Lanes 0 2 0 0 2 0 0 2 0 0 2 0 Cap, veh/h 225 608 102 169 768 285 0 1591 137 0 1304 381 Arrive On Green 0.74 0.74 0.74 0.37 0.37 0.37 0.00 0.47 0.47 0.00 0.47 0.47 Sat Flow, vent 395 1633 273 297 2062 764 0 3380 292 0 2770 809 Grp Volume(v), vehfh 168 0 319 327 0 312 0 736 719 0 416 384 Grp Sat Flow(s),vehfhlln 659 0 1642 1575 0 1548 0 1863 1809 0 1863 1716 Q Serve(g s), s 7.9 0.0 6.2 5.8 0.0 12.1 0,0 26.4 26,7 0.0 11.6 11.7 Cycle Q Clear(g_c), s 20.0 0.0 6.2 12.0 0.0 12.1 0.0 26.4 26.7 0.0 11.6 11.7 Prop In Lane 0.67 0.17 0.25 0.49 0.00 0.16 0,00 0.47 Lane Grp Cap(c), vehfh 324 0 612 645 0 576 0 877 852 0 877 808 WC Ratio(X) 0.52 0.00 0.52 0.51 0.00 0.54 0.00 0.84 0.84 0.00 0.47 0.48 Avail Cap(c_a), vehfh 587 0 1031 1036 0 971 0 2192 2129 0 2192 2020 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.94 0.00 0.94 1.00 0.00 1.00 0.00 0.72 0.72 0.00 1.00 1.00 Uniform Delay (d), slveh 11.1 0.0 6.9 18.6 0.0 18.9 0.0 17.7 17.8 0.0 13.8 13.8 Incr Delay (d2), sfveh 0.9 0.0 0.5 0.5 0.0 0.6 0.0 7.0 7.5 0.0 1.8 2.0 Initial Q Delay(d3),slveh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 %lle Back of Q (50%), vehlln 1.9 0.0 1.7 4.9 0.0 4.6 0.0 13.1 13.0 0.0 5.4 5.0 Lane Grp Delay (d), siveh 12.0 0.0 7.4 19.1 0.0 19.5 0.0 24.7 25.3 0.0 15.6 15.8 Lane Grp LOS B A B B C C B B Approach Vol, vehfh 487 639 1455 800 Approach Delay, sfveh 9.0 19.3 25.0 15.7 Approach LOS A B C B Timer Assigned Phs 4 8 6 2 Phs Duration (G+Y+Rc), s 34.5 34.5 42.0 42.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 48.0 48.0 90.0 90.0 Max Q Clear Time (g_c+11), s 22.0 14.1 28.7 13.7 Green Ext Time (p_c), s 6.5 6.8 7.3 7.3 Intersection Summary HCM 2010 Ctrl Delay HCM 2010 LOS Notes 19.4 B K:1FTL_TPT01043629001-Mana Wynwood SAP1Calcs\Synchro\Future Background PM.syn HCM 2010 TWSC Future Background 4: NW 5th Avenue & NW 25th Street P.M. Peak Hour Intersection Intersection Delay, slveh 6.3 Movement WBL WBR NBT NBR SBL SBT Vol, vehlh 62 73 161 0 0 141 Conflicting Peds, #/hr 11 3 0 10 10 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - Veh in Median Storage, # 0 0 - 0 Grade, % 0 0 - 0 Peak Hour Factor 86 86 86 86 86 86 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 72 85 187 0 0 164 Major/Minor Minorl Majorl Major2 Conflicting Flow Ali 304 115 0 0 198 0 Stage 1 203 Stage 2 101 Follow-up Headway 3.52 3.32 - 2.22 Pot Capacity-1 Maneuver 664 916 - 1372 Stage 1 811 Stage 2 912 Time blocked -Platoon, % Mov Capacity-1 Maneuver 652 900 - 1361 Mov Capacity-2 Maneuver 652 Stage 1 804 Stage 2 904 Approach WB NB SB HCM Control Delay, s HCM LOS 10.9 0 9.1 B Minor Lane 1 Ma'or Mvmt NBU NBT NBR WBLn1 SBU SBL SBT Capacity (veh/h) - 766 886 1361 HCM Lane V!C Ratio - - 0.205 0.01 HCM Control Delay (s) - 10.9 9.1 9.1 HCM Lane LOS B A A HCM 95th %tile Q(veh) - 0,766 0.032 0 Notes a : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:1FTL_TPTO1043629001-Mana Wynwood SAPICalcs\SynchrolFuture Background PM.syn HCM 2010 TWSC Future Background 5: NW 2nd Avenue & NW 25th Street P.M. Peak Hour Intersection Intersection Delay, s/veh 2.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 0 0 0 26 22 34 27 615 31 28 335 38 Conflicting Peds, #/hr 38 0 18 18 0 38 149 0 48 48 0 149 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - None - None - - None Storage Length - - - Veh in Median Storage, # 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 0 Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvrnt Flow 0 0 0 28 24 37 29 661 33 30 360 41 Major/Minor Minorl Majorl Major2 Conflicting Flow All 1215 1235 865 401 0 0 733 0 0 Stage 1 774 774 - - Stage 2 441 461 - - - Follow-up Headway 3.518 4.018 3.318 2.218 2.218 Pot Capacity-1 Maneuver 200 176 353 1158 - 872 Stage 1 455 408 - - Stage 2 648 565 - Time blocked -Platoon, % Mov Capacity-1 Maneuver 153 # 0 299 1014 764 Mov Capacity-2 Maneuver 153 # 0 - Stage 1 420 # 0 Stage 2 539 # 0 - - Approach HCM Control Delay. s HCM LOS WB NB SB 33.6 0.3 0.7 D Minor Lane / Major Mvmt NBL NBT NBR WBLn1 SBL SBT SBR Capacity (veh/h) 1014 - 212 764 - HCM Lane V/C Ratio 0.029 - 0.416 0.039 HCM Control Delay (s) 8.655 0 - 33.6 9.905 0 HCM Lane LOS A A D A A HCM 95th %tile Q(veh) 0.088 - 1.902 0.123 Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:1FTL_TPTO1043629001-Mana Wynwood SAP\Calcs\SynchrolFuture Background PM.syn HCM 2010 TWSC Future Background 6: NW 6th Avenue & NW 24th Street P.M. Peak Hour Intersection Intersection Delay, slveh 1.8 Movement WBL WBR NBT NBR SBL SBT Vol, vehlh 25 17 138 13 10 84 Conflicting Peds, #fhr 0 1 0 5 5 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - Veh in Median Storage, 4 0 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 82 82 82 82 82 82 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 30 21 168 16 12 102 Major/Minor Minorl Majorl Major2 Conflicting Flow All 304 182 0 0 185 0 Stage 1 177 - - Stage 2 127 - - Follow-up Headway 3.518 3.318 - 2.218 Pot Capacity-1 Maneuver 688 861 - 1390 Stage 1 854 - - - Stage 2 899 - - Time blocked -Platoon, % - Mov Capacity-1 Maneuver 678 857 - - 1384 Mov Capacity-2 Maneuver 678 - Stage 1 853 - - Stage 2 887 - - Approach HCM Control Delay, s HCM LOS Minor Lane / Major Mvmt WB 10.2 B NB 0 NBT NBR WBLn1 SBL SBT SB 0.8 Capacity (veh/h) HCM Lane WC Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes 741 1384 - 0.069 0.009 10.2 7.624 0 B A A 0.222 0.027 : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:1FTL_TPTO1043629001-Mana Wynwood SAP\Calcs\Synchro\Future Background PM.syn HCM 2010 TWSC Future Background 7: NW 5th Avenue & NW 24th Street P.M. Peak Hour Intersection Intersection Delay, s/veh 1.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, vehlh 24 6 6 0 0 0 7 90 35 27 55 27 Conflicting Peds, #/hr 15 0 6 6 0 15 8 0 4 4 0 8 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - None - None - - None Storage Length - - Veh in Median Storage, # - 0 0 - 0 0 Grade, % - 0 0 - 0 0 Peak Hour Factor 83 83 83 83 83 83 83 83 83 83 83 83 Heavy Vehicles, °/° 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 29 7 7 0 0 0 8 108 42 33 66 33 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 291 387 72 114 0 0 151 0 0 Stage 1 220 220 - Stage 2 71 167 - Follow-up Headway 3.52 4.02 3.32 2.22 - 2.22 Pot Capacity-1 Maneuver 676 546 975 1473 - 1428 Stage 1 795 720 - Stage 2 943 759 - - Time blocked -Platoon, % - Mov Capacity-1 Maneuver 655 # 0 956 1463 - 1418 Mov Capacity-2 Maneuver 655 # 0 - Stage 1 785 # 0 - Stage 2 926 # 0 - Approach HCM Control. Delay, s HCM LOS EB 10.5 NB 0.4 Minor Lane ! Major Mvmt NBL NBT NBR EBLn1 SBU SBL SBT SBR Capacity (vehlh) 1463 - 699 - 1418 HCM Lane VIC Ratio 0.006 - 0.062 - 0.023 HCM Control Delay (s) 7.475 0 - 10.5 - HCM Lane LOS A A B HCM 95th %tile Q(veh) 0.017 0.198 - 0.07 Notes SB 0 : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:1FTL_TPT01043629001-Mang Wynwood SAP\Calcs\Synchro\Future Background PM.syn HCM 2010 TWSC Future Background 8: NW 2nd Avenue & NW 24th Street P.M. Peak Hour Intersection Intersection Delay, slveh 2.1 Movement EBL EBR NBL NBT SBT SBR Vol, vehlh 39 76 0 644 359 0 Conflicting Peds, #/hr 1 2 126 0 0 126 Sign Control Stop Stop Free Free Free Free RT Channeiized - None - None - None Storage Length 0 - Veh in Median Storage, # 0 - 0 0 - Grade, % 0 - 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt How 42 83 0 700 390 0 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 1092 519 392 0 0 Stage 1 392 - Stage 2 700 - Follow-up Headway 3.518 3.318 2.218 Pot Capacity-1 Maneuver 237 557 1167 Stage 1 683 - Stage 2 493 Time blocked -Platoon, % Mov Capacity-1 Maneuver 236 498 1044 Mov Capacity-2 Maneuver 236 Stage 1 682 - - Stage 2 492 - Approach EB NB SB HCM Control Delay, s 20.1 0 0 HCM LOS C Minor Lane! Major Mvmt NBU NBL NBT EBLn1 SBT SBR Capacity (veh/h) - 1044 - 362 HCM Lane VIC Ratio - - 0.345 HCM Control Delay (s) - - 20.1 HCM Lane LOS C HCM 95th %tile Q(veh) 0 - 1.506 Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:1FTL, TPTO1043629001-Mans Wynwood SAP\Calcs\Synchro\Future Background PM.syn HCM 2010 TWSC Future Background 9: NW 6th Avenue & NW 23rd Street P.M. Peak Hour Intersection Intersection Delay, slveh 1.7 Movement WBL WBR NBT NBR SBL SBT Vol, vehlh 39 9 159 8 3 103 Conflicting Peds, #lhr 0 0 0 1 1 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 86 86 86 86 86 86 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 45 10 185 9 3 120 Major/Minor Minorl Majors Major2 Conflicting Flow All 317 191 0 0 194 0 Stage 1 190 Stage 2 127 Follow-up Headway 3.518 3.318 Pot Capacity-1 Maneuver 676 851 Stage 1 842 - Stage 2 899 - Time blocked -Platoon, °A Mov Capacity-1 Maneuver 674 850 - 1378 Mov Capacity-2 Maneuver 674 - - Stage 1 842 - - Stage 2 896 - - Approach HCM Control Delay, s HCM LOS Minor Lane / Major Mvmt Capacity (veh/h) HCM Lane WC Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes WB 10.6 B NB 0 NBT NBR WBLn1 SBL SBT 701 1378 0.08 0.003 10.6 7.619 0 B A A - 0.259 0.008 - SB 0.2 : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:IFTL_TPT01043629001-Mana Wynwood SAP 1CaIcslSynchro\Future Background PM.syn HCM 2010 TWSC Future Background 10: NW 5th Avenue & NW 23rd Street (South) P.M. Peak Hour Intersection intersection Delay, slveh 2.3 Movement EBL EBR NBL NBT SBT SBR Vol, vehlh 26 2 0 15 14 42 Conflicting Peds, #Ihr 0 0 7 0 0 7 Sign Control Stop Stop Free Free Free Free RT Channelized None - None - None Storage Length 0 - 0 Vet] in Median Storage, # 0 - 0 0 - Grade, % 0 - 0 0 - Peak Hour Factor 73 73 73 73 73 73 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 36 3 0 21 19 58 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 29 26 19 0 0 Stage 1 19 - Stage 2 10 - - Follow-up Headway 3.519 3.319 2.218 - Pot Capacity-1 Maneuver 984 1049 1597 - - Stage 1 1003 - Stage 2 1012 Time blocked -Platoon, % Mov Capacity-1 Maneuver 984 1043 1588 - Mov Capacity-2 Maneuver 984 - Stage 1 1003 - - Stage 2 1012 - - Approach EB NB SB HCM Control Delay, s 8.8 0 0 HCM LOS A Minor Lane! Major Mvmt NBL NBT EBLn1 SBU SBT SBR Capacity (vehlh) 1688 988 HCM Lane VIC Ratio - 0.039 HCM Control Delay (s) 0 8.8 HCM Lane LOS A A HCM 95th %tile Q(veh) 0 0.121 Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K,1FTL_TPTO1043629001-Mana Wynwood SAP\Calcs\Synchro\Future Background PM.syn HCM 2010 TWSC Future Background 11: NW 5th Avenue & NW 23rd Street (North) P.M. Peak Hour Intersection Intersection Delay, s/veh 7.3 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 11 91 34 0 0 48 Conflicting Peds, #/hr 3 13 0 9 9 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 78 78 78 78 78 78 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 14 117 44 0 0 62 Major/Minor Minorl Majorl Major2 Conflicting Flow All 109 44 0 0 57 0 Stage 1 59 - - Stage 2 50 - - Follow-up Headway 3.52 3.32 2.22 Pot Capacity-1 Maneuver 877 1017 - 1546 Stage 1 956 Stage 2 966 Time blocked -Platoon, Mov Capacity-1 Maneuver 861 998 - - 1534 - Mov Capacity-2 Maneuver 861 Stage 1 946 Stage 2 959 Approach HCM Control Delay, s HCM LOS WB 9.2 A NB 0 SB 8.5 Minor Lane / Major Mvmt NBU NBT NBR WBLn1 SBU SBL SBT Capacity (veh/h) - 981 1031 1534 - HCM Lane V/C Ratio - - 0.133 0.009 - HCM Control Delay (s) - - 9.2 8.5 8.5 HCM Lane LOS A A A HCM 95th %tile Q(veh) - • 0.459 0.029 0 - Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:1FTL_TPT01043629001-Mana Wynwood SAP1Calcs\Synchro\Future Background PM.syn HCM 2010 TWSC Future Background 13: NW 6th Avenue & NW 22nd Street P.M. Peak Hour Intersection Intersection Delay, siveh 0.5 Movement WBL WBR NBT NBR SBL SBT Vol, vehlh 13 2 164 10 0 131 Conflicting Peds, Or 0 0 0 1 1 0 Sign Control Stop Stop Free Free Free Free RT Channelized None - None - None Storage Length 0 - Veh in Median Storage, # 0 0 - 0 Grade, % 0 0 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 15 2 193 12 0 154 Major/Minor Minorl Majorl Major2 Conflicting Flow All 353 200 0 0 205 0 Stage 1 199 - - Stage 2 154 - - Follow-up Headway 3.518 3.318 - - 2.218 Pot Capacity-1 Maneuver 645 841 - - 1366 Stage 1 835 Stage 2 874 Time blocked -Platoon, % Mov Capacity-1 Maneuver 644 840 - - 1365 Mov Capacity-2 Maneuver 644 - Stage 1 835 - Stage 2 873 Approach WB NB SB HCM Control Delay, s 10.6 0 0 HCM LOS B Minor Lane 1 Major Mvmt NBT NBR WBLn1 SBL SBT Capacity (vehlh) - 665 1365 HCM Lane VIC Ratio - 0.027 HCM Control Delay (s) - 10.6 0 HCM Lane LOS B A HCM 95th %tile 4(veh) 0.082 0 Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:IFTL_TPT01043629001-Mans Wynwood SAP\Calcs\Synchro\Future Background PM.syn HCM 2010 TWSC Future Background 14: NW 5th Avenue & NW 22nd Street P.M. Peak Hour Intersection Intersection Delay, slveh 2.8 Movement EBL EBR NBL NBT SBT SBR Vol, vehlh 11 0 0 0 0 16 Conflicting Peds, #/hr 0 0 19 0 0 19 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - Veh in Median Storage, # 0 - 0 0 Grade, % 0 0 0 Peak Hour Factor 75 75 75 75 75 75 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 15 0 0 0 0 21 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 11 30 21 0 - 0 Stage 1 11 - - Stage 2 0 - - - Follow-up Headway 3.518 3,318 2.218 - Pot Capacity-1 Maneuver 1009 1044 1595 - Stage 1 1012 - Stage 2 - - Time blocked -Platoon, % - Mov Capacity-1 Maneuver 1009 1027 1570 - Mov Capacity-2 Maneuver 1009 - - Stage 1 1012 - - Stage 2 - - - - Approach EB NB SB HCM Control Delay, s 8.6 0 0 HCM LOS A Minor Lane / Major Mvmt NBL NBT EBLn1 SBU SBT SBR Capacity (vehfh) HCM Lane WC Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes 1570 - 1009 - 0.015 0 - 8.6 A A 0 0.044 : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:IFTL_TPT01043629001-Mana Wynwood SAP1Calcs\Synchro\Future Background PM.syn HCM 2010 TWSC Future Background 15: NW 3rd Avenue & NW 22nd Street P.M. Peak Hour Intersection Intersection Delay, slveh 6.3 Movement EBT EBR WBL WBT NBL NBR Vol, vehlh 13 18 26 16 38 59 Conflicting Peds, #/hr 0 6 6 0 9 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 100 0 Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 84 84 84 84 84 84 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 15 21 31 19 45 70 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 46 0 116 41 Stage 1 - - 35 - Stage 2 - - 81 - Follow-up Headway - 2.218 3.518 3.318 Pot Capacity-1 Maneuver - 1562 880 1030 Stage 1 - 987 - Stage 2 - - 942 Time blocked -Platoon, °A Mov Capacity-1 Maneuver - 1554 - 852 1017 Mov Capacity-2 Maneuver - - - 852 - Stage 1 - - 980 - Stage 2 - - 919 - Approach HCM Control Delay, s HCM LOS EB 0 WB 4.6 NB 9.1 A Minor Lane / Major Mvmt NBLn1 NBLn2 EBT EBR WBL WBT Capacity (veh/h) 852 1017 - - 1554 - HCM Lane WC Ratio 0.053 0.069 - - 0.02 - HCM Control Delay (s) 9.5 8.8 - - 7.364 0 HCM Lane LOS A A A A HCM 95th %tile Q(veh) 0.168 0.222 - 0.061 Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error: Computation Not Defined K:1FTL_TPTO1043629001-Mana Wynwood SAP\Calcs\SynchrolFuture Background PM.syn HCM 2010 TWSC Future Background 16: NW 2nd Avenue & NW 22nd Street P.M. Peak Hour Intersection Intersection Delay, slveh 1.5 Movement EBL EBR NBL NBT SBT SBR Vol, vehlh 58 7 6 421 251 33 Conflicting Peds, #/hr 3 0 24 0 0 24 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 100 0 - Veh in Median Storage, # 0 - - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 88 88 88 88 88 88 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 66 8 7 478 285 38 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 799 331 326 0 - 0 Stage 1 307 - Stage2 492 - Follow-up Headway 3.518 3.318 2.218 Pot Capacity-1 Maneuver 355 711 1234 - Stage 1 746 - - Stage 2 615 - - Time blocked -Platoon, % - Mov Capacity-1 Maneuver 350 695 1209 - Mov Capacity-2 Maneuver 350 - - Stage 1 744 - - Stage 2 609 - - - Approach EB NB SB HCM Control Delay, s 16.9 0.1 0 HCM LOS C Minor Lane / Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1209 - 350 695 HCM Lane VIC Ratio 0.006 - 0.188 0.011 HCM Control Delay (s) 7.995 0 17.7 10.2 HCM Lane LOS A A CB HCM 95th %tile Q(veh) 0.017 - 0.683 0.035 Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:IFTL_TPTO1043629001-Mana Wynwood SAP1Calcs\Synchro\Future Background PM.syn Timings Future Background 17: NW 3rd Avenue & NW 20th Street P.M. Peak Hour Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 1 ft4 li ft, 4 r Volume (vph) 52 475 97 560 153 63 214 5 18 Turn Type Perm NA Perm NA Perm NA Perm Perm NA Protected Phases 6 2 4 8 Permitted Phases 6 2 4 4 8 Detector Phase 6 6 2 2 4 4 4 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 28.0 28.0 28.0 28.0 24.4 24.4 24.4 24.4 24.4 Total Split (s) 45.6 45.6 45.6 45.6 44.4 44.4 44.4 44.4 44.4 Total Split (%) 50.7°/0 50.7% 50.7010 50.7% 49.3% 49.3% 49.3% 49.3% 49.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Ail -Red Time (s) 2.0 2.0 2.0 2.0 2.4 2.4 2.4 2.4 2.4 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.4 6.4 6.4 Lead/Lag Lead -Lag Optimize? Recall Mode C-Min C-Min C-Min C-Min None None None None None Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 55 Control Type: Actuated -Coordinated Splits and Phases: 17: NW 3rd Avenue & NW 20th Street o4 r 0 2 (R) 45,6s 11144,4s I' 436 (R) 4 08 45,6s j •44.4s K:1FTL_TPT0t043629001-Mana Wynwood SAP\Calcs\Synchro\Future Background PM.syn HCM 2010 Signalized Intersection Summary Future Background 17: NW 3rd Avenue & NW 20th Street P.M. Peak Hour t .1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tti, li ti 4 i 4+ Volume (vehfh) 52 475 30 97 560 23 153 63 214 5 18 30 Number 1 6 16 5 2 12 7 4 14 3 8 18 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.98 0.94 0.98 0.94 0.98 0.98 0.99 0.98 Parking Bus Adj 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow vehfhlln 186.3 186.3 190.0 186.3 186.3 190.0 190.0 186.3 186.3 190.0 186,3 190.0 Lanes 1 2 0 1 2 0 0 1 1 0 1 0 Cap: vehfh 378 1504 93 443 1543 62 410 130 408 110 177 240 Arrive On Green 0.44 0.44 0.44 0.14 0.14 0.14 0.26 0.26 0.26 0.26 0.26 0.26 Sat Flow, vehfh 750 3457 215 812 3547 143 993 495 1556 52 675 915 Grp Volume(v), vehfh 60 294 286 111 338 332 248 0 246 61 0 0 Grp Sat Flow(s),vehlhlln 750 1863 1809 812 1863 1827 1488 0 1556 1642 0 0 Q Serve(g_s), s 2.6 4.3 4.3 5.2 6.8 6.8 4.7 0.0 5.7 0.0 0.0 0.0 Cycle Q Clear(g_c), s 9.4 4.3 4.3 9.6 6.8 6.8 5.9 0.0 5.7 1.1 0.0 0.0 Prop In Lane 1.00 0.12 1.00 0.08 0.71 1.00 0.10 0.56 Lane Grp Cap(c), vehfh 378 811 787 443 811 795 540 0 408 527 0 0 VIC Ratio(X) 0.16 0.36 0.36 0.25 0.42 0.42 0.46 0.00 0.60 0.12 0.00 0.00 Avail Cap(c a), vehlh 777 1802 1750 875 1802 1767 1503 0 1445 1573 0 0 HCM Platoon Raflo 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.92 0.92 0.92 1.00 0.00 1.00 1.00 0.00 0,00 Uniform Delay (d), slveh 11.9 7.8 7.8 16.0 12,8 12.8 13.2 0.0 13.2 11.6 0.0 0.0 Incr Delay (d2), s/veh 0.9 1.3 1.3 1.3 1.5 1.5 0.2 0.0 0.5 0.0 0.0 0.0 Initial Q Delay(d3),sfveh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), veh/In 0.5 1.9 1.9 1.3 3.6 3.5 2.0 0.0 2.0 0.4 0.0 0.0 Lane Grp Delay (d), siveh 12.8 9.0 9,1 17.3 14.3 14.3 13.4 0.0 13.8 11.6 0.0 0.0 Lane Grp LOS B A A BBBB B B Approach Vol, vehfh 640 781 494 61 Approach Delay, sfveh 9.4 14.7 13.6 11.6 Approach LOS A B B B Timer Assigned Phs 6 2 4 8 Phs Duration (G+Y+Rc), s 23.8 23.8 17.1 17.1 Change Period (Y+Rc), s 6.0 6.0 6.4 6.4 Max Green Setting (Gmax), s 39.6 39.6 38.0 38.0 Max Q Clear Time (g_c+I1), s 11.4 11.6 7.9 3.1 Green Ext Time (p_c), s 2.9 2.9 1.7 1.7 Intersection Summary HCM 2010 Ctrl Delay 12.6 HCM 2010 LOS B Notes K:IFTL_TPT01043629001-Mana Wynwood SAP\Calcs\Synchro\Future Background PM.syn Timings Future Background 18: NW 20th Street & NW 2nd Avenue P.M. Peak Hour t Lane Group EBL EBT WBT SBL SBT 06 07 Lane Configurations 114 ilia Volume (vph) 179 480 525 114 2 Turn Type Perm NA NA Perm NA Protected Phases 5 1 3 6 7 Permitted Phases 5 3 Detector Phase 5 5 1 3 3 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 4.0 Minimum Split (s) 27.0 27.0 27.0 30.0 30.0 27.0 10.4 Total Split (s) 33.0 33.0 60.0 30.0 30.0 27.0 30.0 Total Split (%) 36.7%0 36.7% 66.7% 33.3% 33.3% 30% 33% Yellow Time (s) 4.0 4,0 4.0 4.0 4.0 4.0 4.0 Ali -Red Time (s) 2.0 2.0 2.0 2.4 2.4 2.4 2.4 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.4 6.4 Lead/Lag Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Recall Mode Max Max Max Max Max Max Max Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 78 (87%), Referenced to phase 1:WBT and 5:EBTL, Start of Green Natural Cycle: 95 Control Type: Pretimed Splits and Phases: 18: NW 20th Street & NW 2nd Avenue 18 l OR) 18 * C�'s 0 � 60s 30s T 18 19 5 (R) # 19 ~'4"tp6 4-19 '-4ci7 1,BP 33s 27S 30s 1 K:IFTL_TPTO\043629001-Mans Wynwood SAP1Calcs\SynchrolFuture Background PM.syn HCM Signalized Intersection Capacity Analysis Future Background P.M. Peak Hour 18: NW 20th Street & NW 2nd Avenue Movement EBL EBT Lane Configurations 'Ii 114 Volume (vph) 179 480 Ideal Flow (vphpl) 1900 1900 Total Lost time (s) 6.0 6.0 Lane Util. Factor 1.00 0.95 Frpb, pedlbikes 1.00 1.00 Flpb, pedlbikes 0.94 1.00 Frt 1.00 1.00 Fit Protected 0.95 1.00 Satd. Flow (prat) 1663 3519 Flt Permitted 0.31 1.00 Satd. Flow (perm) 543 3519 Peak -hour factor, PHF 0.88 0.88 Adj. Flow (vph) 203 545 RTOR Reduction (vph) 0 1 Lane Group Flow (vph) 203 555 Confl. Peds. (#Ihr) 89 Turn Type Perm NA Protected Phases 5 Permitted Phases 5 Actuated Green, G (s) 27.0 27.0 Effective Green, g (s) 27.0 27.0 Actuated giC Ratio 0.30 0.30 Clearance Time (s) 6.0 6.0 Lane Grp Cap (vph) 162 1055 v!s Ratio Prot 0.16 vls Ratio Perm c0.37 vlc Ratio 1.25 0.53 Uniform Delay, d1 31.5 26.2 Progression Factor 0.88 0.85 incremental Delay, d2 153.6 1.8 Delay (s) 181.4 24.0 Level of Service F C Approach Delay (s) 66.1 Approach LOS E Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group EBR WBL 10 0 1900 1900 0.88 0.88 11 0 0 0 0 0 55 55 32.3 0.69 90.0 64.4% 15 t WBT WBR NBL NBT NBR 525 136 0 0 0 1900 1900 1900 1900 1900 6.0 0.95 0.96 1.00 0.97 1.00 3284 1.00 3284 0.88 0.88 0.88 0.88 0.88 597 155 0 0 0 26 0 0 0 0 726 0 0 0 0 89 8 5 NA 1 54.0 54.0 0.60 6.0 1970 c0.22 0.37 9.2 0.01 0.4 0.6 A 0.6 A HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service 0.0 A 18.8 4, SBL SBT SBR 1 114 2 179 1900 1900 1900 6.4 6.4 1.00 1.00 1.00 0.98 0.99 1.00 1.00 0.85 0.95 1.00 1759 1553 0.95 1.00 1759 1553 0.88 0.88 0.88 130 2 203 0 148 0 130 57 0 5 8 Perm NA 3 3 23.6 23.6 0.26 6.4 461 c0.07 0.28 26.5 1.00 1.5 28.0 C 23.6 23.6 0.26 6.4 407 0.04 0.14 25.4 1.00 0.7 26.1 C 26.9 C K:IFTL_TPT0\043629001-Mana Wynwood SAP\Calcs\Synchro\Future Background PM.syn Timings Future Background 19: NW lst Place & NW 20th Street P.M. Peak Hour Lane Group EBL EBT WBT NBL NBT 01 03 07 Lane Configurations +t + ti Volume (vph) 5 595 573 91 34 Turn Type Perm NA NA Perm NA Protected Phases 5 7 5 6 1 3 7 Permitted Phases 5 7 6 Detector Phase 5 7 5 7 5 6 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 4.0 Minimum Split (s) 27,0 27.0 27.0 27.0 30.0 10.4 Total Split (s) 33.0 27.0 27.0 60,0 30.0 30.0 Total Split (%) 36.7% 30.0% 30.0% 67% 33% 33% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.4 2.4 2.0 2.4 2,4 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.4 6.4 Lead/Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Recall Mode Max Max Max Max Max Max Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 78 (87%), Referenced to phase 1:WBTL and 5:EBTL, Start of Green Natural Cycle: 95 Control Type: Pretimed Splits and Phases: 19: NW 1st Place & NW 20th Street 4:1s �18 $ 03 !01 () 60s 30s #18 #19 "'*05 4-19 f06 419 07 R (R) 33s I 27s 30s K:IFTL_TPT01043629001-Mana Wynwood SAP\Calcs\SynchrolFuture Background PM.syn HCM Signalized Intersection Capacity Analysis Future Background 19: NW lst Place & NW 20th Street P.M. Peak Hour Movement. Lane Configurations Volume (vph) Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frpb, pedlbikes Flpb. pedlbikes Frt Fit Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) efr EBL EBT 5 595 1900 1900 6.0 0.95 1.00 1.00 1.00 1.00 3536 0.95 3366 Peak -hour factor, PHF 0.85 0.85 Adj. Flow (vph) 6 700 RTOR Reduction (vph) 0 0 Lane Group Flow (vph) 0 706 Confl. Peds. (#/hr) 119 Turn Type Perm NA Protected Phases 5 7 Permitted Phases 5 7 Actuated Green, G (s) Effective Green, g (s) Actuated gIC Ratio Clearance Time (s) Lane Grp Cap (vph) vis Ratio Prot vis Ratio Perm vlc Ratio Uniform Delay, d1 Progression Factor Incremental Delay, d2 Delay (s) Level of Service Approach Delay (s) Approach LOS Intersection Summary 57.0 50.6 0.56 1892 c0.21 0.37 10.9 0.15 0.5 2.1 A 2.1 A EBR WBL 0 0 1900 1900 0.85 0.85 0 0 0 0 0 0 43 43 WBT WBR NBL 19 10 91 1900 1900 6.4 1.00 1.00 0.99 1.00 0.95 1758 0.95 1758 573 1900 6.0 0.95 1.00 1.00 1.00 1.00 3520 1.00 3520 0.85 674 1 685 NA 5 27.0 27.0 0.30 6.0 1056 c0.19 0.65 27.4 1.40 2.8 41.1 D 41.1 D 0.85 0.85 12 107 0 0 0 107 119 5 Perm NA 6 6 20.6 20.6 0.23 6.4 402 c0.06 0.27 28.5 1.00 1.6 30.1 C 20.6 20.6 0.23 6.4 740 0.02 0.07 27.2 1.00 0.2 27.3 C 28.9 C NBT NSR SBL SBT SBR 34 34 0 0 0 1900 1900 1900 1900 1900 6.4 0.95 0.99 1.00 0.93 1.00 3237 1.00 3237 0.85 0.85 0.85 0.85 0.85 40 40 0 0 0 31 0 0 0 0 49 0 0 0 0 8 8 5 0.0 A HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 22.2 0.45 90.0 47.0% 15 HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service 18.8 A K:1FTL_TPT01043629001-Mana Wynwood SAPICalcs\Synchro\Future Background PM.syn Timings Future Background 20: N Miami Avenue & NW 20th Street P.M. Peak Hour Lane Group EBL EBT EBR WBT WBR NBL NBT SBL SBT Lane Configurations " + r t r. 4'14 4111, Volume (vph) 125 334 93 369 209 18 727 154 363 Turn Type Penn NA Perm NA Perm Perm NA Perm NA Protected Phases 2 6 8 4 Permitted Phases 2 2 6 8 4 Detector Phase 2 2 2 6 6 8 8 4 4 Switch Phase Minimum Initial (s) 7.0 7,0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 24.3 24.3 24.3 24.3 24.3 24.3 24,3 24.3 24.3 Total Split (s) 56.0 56.0 56.0 56.0 56.0 34.0 34.0 34.0 34.0 Total Split (%) 62.2% 62.2% 62.r/0 62.2% 62.2% 37.8% 37.8% 37.8%0 37.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Ail -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.3 2.3 2.3 2.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.3 6.3 LeadlLag Lead -Lag Optimize? Recall Mode Max Max Max Max Max Max Max Max Max Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 78 (87%), Referenced to phase 2:EBTL and 6:WBT, Start of Green Natural Cycle: 60 Control Type: Pretimed Splits and Phases: 20: N Miami Avenue & NW 20th Street ! 002 (R) 04 56 s 1 34 s 1 08 ! 06 (R) 56s ) 34s K:IFTL_TPTO1043629001-Mana Wynwood SAPICalcs\Synchro\Future Background PM.syn HCM 2010 Signalized Intersection Summary Future Background 20: N Miami Avenue & NW 20th Street P.M. Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 'Pi + ri + r Volume (veh/h) 125 334 93 0 369 209 18 727 23 154 363 106 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.98 1.00 0.99 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow vehlhlln 186.3 186.3 186.3 0.0 186.3 186.3 190.0 186.3 190.0 190.0 186.3 190.0 Lanes 1 1 1 0 1 1 0 2 0 0 2 0 Cap, vehlh 430 1035 872 0 1035 873 43 795 24 82 387 113 Arrive On Green 0.18 0.18 0.18 0.00 0.56 0.56 0.31 0.31 0.31 0.31 0.31 0.31 Sat Flow, vehlh 802 1863 1570 0 1863 1571 0 2584 79 7 1258 368 Grp Volume(v), vehlh 133 355 99 0 393 222 303 0 513 164 0 499 Grp Sat Flow(s),vehlhlln 802 1863 1570 0 1863 1571 983 0 1680 7 0 1626 Q Serve(g_s), s 13.5 14.9 4,7 0.0 10.7 6.6 0.1 0.0 27.4 0.3 0.0 27.6 Cycle Q Clear(g_c), s 24.2 14.9 4,7 0.0 10.7 6.6 27.7 0.0 27.4 27.7 0.0 27.6 Prop in Lane 1.00 1.00 0.00 1.00 0.06 0.05 1.00 0.23 Lane Grp Cap(c), vehlh 430 1035 872 0 1035 873 345 0 517 82 0 500 VIC Ratio(X) 0.31 0.34 0.11 0.00 0.38 0.25 0.88 0.00 0,99 1.99 0.00 1.00 Avail Cap(c_a), veh/h 430 1035 872 0 1035 873 345 0 517 82 0 500 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.00 1.00 1,00 1.00 0.00 1.00 1,00 0.00 1.00 Uniform Delay (d), slveh 31.1 22.4 18.3 0.0 11.3 10.4 26.7 0.0 31.0 45.0 0.0 31.1 Incr Delay (d2), slveh 1.9 0.9 0.3 0.0 1.1 0.7 25.6 0,0 37.8 487.6 0.0 39.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), veh/In 3.1 7.7 1.9 0.0 4.8 2.5 8.0 0.0 16.8 13.0 0.0 16.6 Lane Grp Delay (d), slveh 32.9 23.3 18.5 0.0 12.3 11.1 52.3 0.0 68.8 532.6 0.0 70.7 Lane Grp LOS C C B B B D E F E Approach Vol, veh/h 587 615 816 663 Approach Delay, slveh 24.7 11.9 62,7 184.9 Approach LOS C B E F Timer Assigned Phs 2 6 8 4 Phs Duration (G+Y+Rc), s 56.0 56.0 34.0 34.0 Change Period (Y+Rc),, s 6.0 6.0 6,3 6.3 Max Green Setting (Gmax), s 50.0 50.0 27,7 27.7 Max Q Clear Time (g_c+11), s 26.2 12.7 29.7 29.7 Green Ext Time (p_c), s 1.8 1.8 0,0 0.0 Intersection Summary HCM 2010 Ctrl Delay 72,9 HCM 2010 LOS E Notes K:FTL_TPT01043629001-Mana Wynwood SAP\Calcs\Synchro\Future Background PM.syn HCM 2010 TWSC Future Background 39: NW 5th Place & NW 20th Street P.M. Peak Hour Intersection Intersection Delay, s/veh 3.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, vehWh 66 549 39 14 667 55 47 33 9 9 14 91 Conflicting Peds, #Ihr 16 0 9 9 0 16 4 0 6 6 0 4 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - None Storage Length 65 - 65 - Veh in Median Storage, # 0 - 0 - 0 0 Grade, % 0 - 0 - 0 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 73 610 43 16 741 61 52 37 10 10 16 101 Major/Minor Majorl Major2 Minorl _ Minor2 Conflicting Flow All 808 0 0 659 0 0 1199 1623 349 1285 1615 423 Stage 1 - - 784 784 - 809 809 - Stage 2 - 415 839 476 806 - Follow-up Headway 2.22 - - 2.22 - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Capacity-1 Maneuver 813 - - 925 - 141 102 647 122 103 579 Stage 1 - 352 402 - 340 392 Stage 2 - 585 379 - 539 393 Time blocked -Platoon, % - Mov Capacity-1 Maneuver 802 - 913 99 90 635 92 91 568 Mov Capacity-2 Maneuver - - - 202 190 - 202 205 Stage 1 - - 318 364 - 308 383 Stage 2 - - - 447 370 - 428 355 Approach EB WB NB SB HCM Control Delay, s 1 0.2 36 17.4 HCM LOS E C Minor Lane I Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (vehlh) 212 802 - 913 - - 417 HCM Lane VIC Ratio 0.466 0.091 - 0.017 - 0.304 HCM Control Delay (s) 36 9.94 - 9.011 - - 17.4 HCM Lane LOS E A A C HCM 95th %tile Q(veh) 2.261 0.301 - 0.052 - 1.265 Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds: Error : Computation Not Defined K:1FTL_TPTa1043629001-Mana Wynwood SAPICalcs\Synchro\Future Background PM.syn HCM 2010 TWSC Future Background 40: NW 6th Avenue & NW 29th Street P.M. Peak Hour Intersection Intersection Delay„ slveh 11.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, vehlh 40 528 26 10 685 7 62 69 39 9 8 25 Conflicting Peds, #lhr 5 0 6 6 0 5 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - None - None - None Storage Length - 0 - - Veh in Median Storage, # 0 - 0 0 - 0 Grade, % 0 - 0 0 - 0 Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 44 580 29 11 753 8 68 76 43 10 9 27 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 760 0 0 609 0 0 1085 1464 310 1195 1476 386 Stage 1 - - 682 682 - 779 779 Stage 2 - - - 403 782 - 416 697 - Follow-up Headway 2.22 - 2.22 3.52 4.02 3.32 3.52 4.02 3.32 Pot Capacity-1 Maneuver 848 - 966 171 127 686 142 125 612 Stage 1 - - 406 448 355 404 Stage 2 - - 595 403 585 441 Time blocked -Platoon, % - Mov Capacity-1 Maneuver 844 - 961 142 115 683 58 113 609 Mov Capacity-2 Maneuver - 142 115 58 113 Stage 1 - 374 413 327 396 Stage 2 - 542 395 410 406 Approach HCM Control Delay, s HCM LOS EB 0.9 WB NB SB 0.2 85.5 37.2 F E Minor Lane / Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (vehlh) 142 160 844 - 961 - - 157 HCM Lane WC Ratio 0.32 0.884 0.052 - 0.011 - 0.294 HCM Control Delay (s) 41.8 99.5 9.5 0.3 - 8,789 0.1 37.2 HCM Lane LOS E F A A A A E HCM 95th %tile Q(veh) 1.276 6.211 0.165 - - 0.035 1.153 Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:IFTL_TPT01043629001-Mans Wynwood SAP\Calcs\Synchro\Future Background PM.syn HCM 2010 TWSC Future Background 41: NW 5th Place & NW 21 st Terrace P.M. Peak Hour Intersection Intersection Delay, slveh 6.3 Movement EBT EBR WBL WBT NBL NBR Vol, vehlh 5 91 31 5 122 26 Conflicting Peds, #Ihr 0 1 1 0 2 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None None Storage Length - - 0 - Veh in Median Storage, # 0 - 0 0 - Grade, % 0 0 0 - Peak Hour Factor 86 86 86 86 86 86 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 6 106 36 6 142 30 MajorlMinor Majorl Major2 Minorl Conflicting Flow All 0 0 114 0 139 62 Stage 1 - - - 61 Stage 2 - - 78 Follow-up Headway - - 2,218 - 3,518 3.318 Pot Capacity-1 Maneuver - 1475 - 854 1003 Stage 1 - - - 962 Stage 2 - - - 945 Time blocked -Platoon, % Mov Capacity-1 Maneuver - - 1474 - 831 1000 Mov Capacity-2 Maneuver - - - 831 - Stage 1 - - - 960 - Stage 2 - - - - 921 - Approach HCM Control Delay, s HCM LOS EB 0 WB 6.5 Minor Lane 1 Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (vehlh) 856 - 1474 HCM Lane VIC Ratio 0.201 - 0,024 HCM Control Delay (s) 10.3 - - 7.504 0 HCM Lane LOS B A A HCM 95th %tile Q(veh) 0.748 - 0.075 Notes NB 10.3 B : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error ; Computation Not Defined K:1FTL_TPT01043629001-Mana Wynwood SAP1Calcs\Synchro\Future Background PM.syn APPENDIX L: Future Total Conditions Analysis AM Peak Hour Timings 1: NW 5th Avenue & NW 29th Street Future Total A.M. Peak Hour Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 4 4 +I Volume (vph) 62 400 197 191 101 57 36 179 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 6 2 4 8 Permitted Phases 6 2 4 8 Detector Phase 6 6 2 2 4 4 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 33.7 33.7 33.7 33.7 20.5 20.5 26.1 26.1 Total Split (s) 40.9 40.9 40.9 40.9 34.1 34,1 34.1 34.1 Total Split (°/o) 54.5% 54.5% 54.5% 54.5% 45.51"/D 45.5% 45.5% 45.5°/0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4,0 4.0 4.0 All -Red Time (s) 0.7 0.7 0.7 0.7 0.1 0.1 0.1 0.1 Lost Time Adjust (s) 0.0 0.0 0,0 0.0 Total Lost Time (s) 4.7 4.7 4.1 4.1 Lead/Lag Lead -Lag Optimize? Recall Mode None None C-Min C-Min None None None None Intersection Summary Cycle Length: 75 Actuated Cycle Length: 75 Offset: 0 (0%), Referenced to phase 2:WBTL, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 1: NW 5th Avenue & NW 29th Street 1 04 10 2 (R) 40.9 s 1 34.1s T 08 6 40,9s i 134,1s K:IFTL_TPT01043629001-Mana Wynwood SAP 1Calcs\Synchro\Future Total AM.syn HCM 2010 Signalized Intersection Summary 1: NW 5th Avenue & NW 29th Street Future Total A.M. Peak Hour 41 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 + 41 41 41 Volume (vehlh) 62 400 262 197 191 35 101 57 81 36 179 103 Number 1 6 16 5 2 12 7 4 14 3 8 18 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 0.99 0,98 0.99 0.98 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow vehlhlln 190.0 186.3 190.0 190.0 186.3 190.0 190.0 186.3 190.0 190.0 186.3 190.0 Lanes 0 2 0 0 2 0 0 2 0 0 2 0 Cap, vehlh 179 1006 627 448 739 136 337 182 272 151 547 290 Arrive On Green 0.53 0.53 0.53 0.18 0.18 0.18 0.27 0.27 0.27 0.27 0.27 0.27 Sat Flow, vehlh 163 1893 1179 543 1392 256 686 662 992 199 1994 1056 Grp Volume(v), vehlh 416 0 346 207 0 238 122 0 129 182 0 152 Grp Sat Flow(s),veh/hlln 1758 0 1478 543 0 1648 839 0 1502 1759 0 1489 Q Serve(g_s), s 0.0 0.0 6.5 12.1 0.0 5.7 3.9 0.0 3.1 0.0 0.0 3.7 Cycle Q Clear(g_c), s 6.1 0.0 6.5 18.6 0.0 5.7 7.6 0.0 3.1 3.6 0.0 3.7 Prop In Lane 0.16 0.80 1.00 0.16 0.87 0.66 0.21 0.71 Lane Grp Cap(c), vehlh 1026 0 785 448 0 875 379 0 412 579 0 409 VIC Ratio(X) 0,41 0.00 0.44 0.46 0.00 0.27 0.32 0.00 0.31 0.31 0.00 0.37 Avail Cap(c_a), vehlh 1479 0 1181 647 0 1317 819 0 995 1231 0 987 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(i) 1.00 0,00 1.00 0.88 0.00 0.88 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), sfveh 6.4 0.0 6.5 19.5 0.0 11.1 15.8 0.0 13.0 13.2 0.0 13.3 Incr Delay (d2), slveh 0.1 0.0 0.1 3.0 0.0 0.7 0.4 0.0 0.3 0.2 0.0 0.4 Initial Q Delay(d3),slveh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 °/vile Back of Q (50%), vehlln 2.2 0.0 1.9 2.8 0.0 2.5 1.1 0.0 1.0 1.4 0.0 1.2 Lane Grp Delay (d), slveh 6.5 0.0 6.6 22.6 0.0 11.8 16.1 0.0 13.4 13.4 0.0 13.7 Lane Grp LOS A A C B B B B B Approach Vol, vehlh 762 445 251 334 Approach Delay, slveh 6.6 16.8 14.7 13.6 Approach LOS A B B B Timer Assigned Phs 6 2 4 8 Phs Duration (G+Y+Rc), s 28.8 28.8 16.5 16.5 Change Period (Y+Rc), s 4,7 4.7 4.1 4.1 Max Green Setting (Gmax), s 36.2 36.2 30.0 30.0 Max Q Clear Time (g_c+I1), s 8.5 20.6 9.6 5.7 Green Ext Time (p_c), s 2.8 2.6 2.8 2.9 Intersection Summary HCM 2010 Ctrl Delay 11.5 HCM 2010 LOS B Notes K:IFTL_TPTO1043629001-Mana Wynwood SAP\Calcs\SynchrolFuture Total AM.syn Timings 2: NW 2nd Avenue & NW 29th Street -40 41- t Lane Group EBL EBT WBL W6T NBL NBT SBL SBT Future Total A.M. Peak Hour Lane Configurations a", t "i T Volume (vph) 47 393 173 374 21 240 74 461 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 6 2 4 8 Permitted Phases 6 2 4 8 Detector Phase 6 6 2 2 4 4 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 33.1 33.1 33.1 33.1 24.2 24.2 24.2 24.2 Total Split (s) 46.0 46.0 46.0 46.0 29.0 29.0 29.0 29.0 Total Split (%) 61.3% 61.3% 61.3% 61.3% 38.7% 38.7% 38.7% 38.7% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.1 4.1 4.2 4.2 4.2 4.2 Lead/Lag Lead -Lag Optimize? Recall Mode C-Min C-Min C-Min C-Min None None None None Intersection Summary Cycle Length: 75 Actuated Cycle Length: 75 Offset: 40 (53%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 2: NW 2nd Avenue & NW 29th Street lo4 1�2(R) 46 s 29s '#I08 ! -0136 TO 16s l 29s i K:1FTL_TPT01043629001-Mana Wynwood SAP\Calcs\Synchro\Future Total AM.syn HCM 2010 Signalized Intersection Summary 2: NW 2nd Avenue & NW 29th Street Future Total A.M. Peak Hour ."4 -+ - 4- ifr 4/ Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SOT SBR Lane Configurations 414 41+ '1 1 T+ Volume (vehlh) 47 393 39 173 374 38 21 240 65 74 461 40 Number 1 6 16 5 2 12 7 4 14 3 8 18 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 1.00 0.99 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow vehlh/In 190.0 186.3 190.0 190.0 186.3 190.0 186.3 186.3 190.0 186.3 186.3 190.0 Lanes 0 2 0 0 2 0 1 1 0 1 1 0 Cap,vehlh 171 1148 111 372 720 75 319 570 155 463 683 60 Arrive On Green 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 Sat Flow, veh/h 172 2890 280 569 1813 188 874 1409 383 1053 1688 148 Grp Volume(v), vehlh 259 0 240 257 0 353 22 0 318 77 0 522 Grp Sat Flow(s),veh/h/In 1698 0 1644 909 0 1660 874 0 1792 1053 0 1835 Q Serve(gs), s 0.0 0.0 4.3 7.1 0.0 6.8 0.9 0.0 5.4 2.4 0.0 9.9 Cycle Q Clear(g_c), s 4.1 0.0 4.3 11.5 0.0 6.8 10.8 0.0 5.4 7.8 0.0 9.9 Prop In Lane 0.19 0.17 0.70 0.11 1.00 0.21 1.00 0.08 Lane Grp Cap(c), vehlh 777 0 653 507 0 660 319 0 725 463 0 742 VIC Ratio(X) 0.33 0.00 0.37 0.51 0.00 0.53 0.07 0.00 0.44 0.17 0.00 0.70 Avail Cap(c_a), vehlh 1728 0 1645 1170 0 1662 483 0 1061 660 0 1087 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(i) 0.94 0.00 0.94 0.52 0.00 0.52 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), slveh 8.8 0.0 8.9 11.8 0.0 9.7 14.9 0.0 9.0 11.8 0.0 10.4 Incr Delay (d2), slveh 1.1 0.0 1.5 1.9 0.0 1.6 0.1 0.0 0.3 0.1 0.0 0.9 Initial Q Deiay(d3),slveh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), veb/In 1.8 0.0 1.7 2.2 0.0 2.6 0.2 0.0 1.9 0.6 0.0 3.8 Lane Grp Delay (d), s/veh 9.9 0.0 10.4 13.7 0.0 11.3 14.9 0.0 9.3 12.0 0.0 11.3 Lane Grp LOS A B B B B A B B Approach Vol, veh/h 499 610 340 599 Approach Delay, slveh 10.2 12.3 9.7 11.4 Approach LOS B B A B Timer Assigned Phs 6 2 4 8 Phs Duration (G+Y+Rc), s 20.7 20.7 21.1 21.1 Change Period (Y+Rc), s 4.1 4.1 4.2 4.2 Max Green Setting (Gmax), s 41.9 41.9 24.8 24.8 Max Q Clear Time (g_c+I1), s 6,3 13.5 12.8 11.9 Green Ext Time (p_c), s 2.4 2.4 3.7 3.9 Intersection Summary HCM 2010 Ctrl Delay HCM 2010 LOS Notes K:1FTL_TPTO1043629001-Mana Wynwood SAP1Calcs\Synchro\Future Total AM.syn Timings 3: N Miami Avenue & NW 29th Street/NE 29th Street Future Total A.M. Peak Hour Lane Group EBL EBT WBL WBT NBT SBT Lane Configurations 41) 4t +t ft Volume (vph) 93 357 125 344 396 1565 Turn Type Perm NA Perm NA NA NA Protected Phases 4 8 6 2 Permitted Phases 4 8 Detector Phase 4 4 8 8 6 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 24.0 24.0 24.0 24.0 24.0 24.0 Total Split (s) 39.0 39.0 39.0 39.0 36.0 36.0 Total Split (%) 52.0% 52.0°/0 52.0% 52.0% 48.0% 48.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None C-Min C-Min Intersection Summary Cycle Length: 75 Actuated Cycle Length: 75 Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 3: N Miami Avenue & NW 29th Street/NE 29th Street T a2R) -OM 1 39s 1 } I06(R) oa 36 s I 39 s I ■ K:IFTL_TPTO1043629001-Mann Wynwood SAP\CalcslSynchro\Future Total AM.syn HCM 2010 Signalized Intersection Summary 3: N Miami Avenue & NW 29th Street/NE 29th Street Future Total A.M. Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations M4 4 Volume (vehlh) 93 357 91 125 344 62 0 396 55 0 1565 227 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (0b), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow veh/h/in 190.0 186,3 190.0 190.0 186.3 190.0 0.0 186.3 190.0 0.0 186.3 190.0 Lanes 0 2 0 0 2 0 0 2 0 0 2 0 Cap,veh/h 210 719 183 250 640 118 0 1351 186 0 1345 191 Arrive On Green 0.14 0.14 0,14 0.41 0.41 0.41 0.00 0.42 0.42 0.00 0.42 0.42 Sat Flow, veh/h 335 1754 446 398 1561 287 0 3206 441 0 3192 452 Grp Volume(v), vehlh 220 0 344 181 0 372 0 238 231 0 936 930 Grp Sat Flow(s),veh/hlin 923 0 1612 604 0 1642 0 1863 1784 0 1863 1782 Q Serve(g_s), s 7.8 0.0 14.1 9.8 0.0 12.3 0.0 6.0 6.1 0.0 30.0 30.0 Cycle 0 Clear(g_c), s 20.1 0.0 14.1 23.9 0.0 12.3 0.0 6.0 6.1 0.0 30.0 30.0 Prop In Lane 0.44 0.28 0.72 0.17 0.00 0.25 0.00 0.25 Lane Grp Cap(c), veh/h 451 0 661 334 0 673 0 785 752 0 785 751 WC Ratio(X) 0.49 0.00 0.52 0.54 0.00 0.55 0.00 0.30 0.31 0.00 1.19 1.24 Avail Cap(c_a), veh/h 522 0 747 392 0 761 0 785 752 0 785 751 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.96 0.00 0.96 1.00 0.00 1.00 0.00 0.67 0.67 0.00 1.00 1.00 Uniform Delay (d), slveh 28.2 0.0 24.3 23.9 0.0 16.0 0.0 13.7 13.7 0.0 20.6 20.6 Incr Delay (d2), s/veh 0.6 0.0 0.5 1.0 0.0 0.5 0.0 0.7 0.7 0,0 99.1 118.4 Initial Q Delay(d3),slveh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 %Ile Back of Q (50%), veh/In 4.1 0.0 6.1 3.0 0.0 4.7 0.0 2.8 2.7 0.0 34.7 37.2 Lane Grp Delay (d), slveh 28.8 0.0 24,7 24.9 0.0 16.5 0.0 14.3 14.4 0.0 119.7 139.0 Lane Grp LOS C C C B B B F F Approach Vol, veh/h 564 553 469 1866 Approach Delay, s/veh 26.3 19.3 14.4 129.3 Approach LOS C B B F Timer Assigned Phs 4 8 6 2 Phs Duration (G+Y+Rc), s 35.2 35.2 36.0 36.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 33.0 33.0 30.0 30.0 Max Q Clear Time (g_c+11), s 22.1 25.9 8.1 32.0 Green Ext Time (p_c), s 4.3 3.3 7.3 0.0 Intersection Summary HCM 2010 Ctrl Delay 79.2 HCM 2010 LOS E Notes K:1FTL_TPT0i043629001-Mana Wynwood SAP1Calcs\Synchro\Future Total AM.syn HCM 2010 TWSC 4: NW 5th Avenue & NW 25th Street Future Total A.M. Peak Hour intersection Intersection Delay, slveh 6.4 Movement WBL WBR NBT NBR SBL SBT Vol, vehlh 13 16 209 0 0 511 Conflicting Peds, #/hr 0 0 0 9 9 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - Veh in Median Storage, # 0 0 - 0 Grade, % 0 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Row 14 17 227 0 0 555 Major/Minor Minorl Majorl Major2 Conflicting Flow All 511 123 0 0 227 0 Stage 1 227 - Stage 2 284 - Follow-up Headway 3.52 3.32 - 2.22 Pot Capacity-1 Maneuver 492 905 - 1339 Stage 1 789 - Stage 2 739 - Time blocked -Platoon, °hi - - Mov Capacity-1 Maneuver 488 898 - 1329 Mov Capacity-2 Maneuver 488 - - Stage 1 789 - Stage 2 733 - Approach HCM Control Delay, s HCM LOS WB 10.8 B NB 0 SB 8.7 Minor Lane I Major Mvmt NBT NBR WBLn1 SBU SBL SBT Capacity (veh/h) - - 652 985 1329 - HCM Lane VIC Ratio - - 0.048 0.003 - HCM Control Delay (s) - - 10.8 8.7 8.7 HCM Lane LOS B A A HCM 95th %tile Q(veh) - - 0.152 0.01 0 - Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:IFTL_TPT01043629001-Mana Wynwood SAPICaics\Synchro\Future Total AM.syn HCM 2010 TWSC 5: NW 2nd Avenue & NW 25th Street Future Total A.M. Peak Hour Intersection Intersection Delay, slveh 3.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 0 0 0 32 23 49 25 293 28 93 574 22 Conflicting Peds, #/hr 5 0 15 15 0 5 29 0 20 20 0 29 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - None - None - - None Storage Length - - - - Veh in Median Storage, # 0 - 0 0 - 0 Grade, % - 0 0 0 0 Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 34 25 53 27 315 30 100 617 24 Major/Minor Minorl Majorl Major2 Conflicting Flow All 1228 1240 374 641 0 0 360 0 0 Stage 1 399 399 - - - - Stage2 829 841 - - - Follow-up Headway 3.518 4.018 3.318 2.218 - - 2.218 - Pot Capacity-1 Maneuver 197 175 672 943 - 1199 Stage 1 678 602 Stage 2 429 380 Time blocked -Platoon, % Mov Capacity-1 Maneuver 159 # 0 648 920 - 1170 Mov Capacity-2 Maneuver 159 # 0 Stage 1 645 # 0 - Stage 2 363 # 0 - Approach HCM Control Delay, s HCM LOS WB 24.7 C NB 0.7 Minor Lane 1 Major Mvmt NBL NBT NBR WBLn1 SBL SBT SBR Capacity (veh/h) 920 - - 293 1170 HCM Lane V!C Ratio 0.029 - 0.382 0.085 HCM Control Delay (s) 9.031 0 24.7 8.364 0 HCM Lane LOS A A C A A HCM 95th %tife Q(veh) 0.09 - 1.721 0.28 Notes SB 1.1 : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error: Computation Not Defined K:\FTL_TPT01043629001-Mana Wynwood SAP\CaIcs\Synchro\Future Total AM.syn HCM 2010 TWSC 6: NW 6th Avenue & NW 24th Street Future Total A.M. Peak Hour Intersection Intersection Delay, slveh 2.5 Movement WBL WBR NBT NBR SBL SBT Vol, vehlh 26 19 115 24 60 128 Conflicting Peds, #/hr 0 0 0 1 1 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 - 0 0 Grade, % 0 0 - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 28 21 125 26 65 139 Major/Minor Minor1 Ma'or1 Ma'or2 Conflicting Flow All 408 139 0 0 151 0 Stage 1 138 Stage 2 270 Follow-up Headway 3,518 3.318 - 2.218 Pot Capacity-1 Maneuver 599 909 - 1430 Stage 1 889 Stage 2 775 Time blocked -Platoon, Mov Capacity-1 Maneuver 569 908 - - 1429 Mov Capacity-2 Maneuver 569 Stage 1 889 - Stage 2 736 Approach HCM Control Delay, s HCM LOS WB 10.8 B NB 0 Minor Lane / Major Mvmt NBT NBR WBLn1 SBL SBT Capacity (veh/h) 675 1429 HCM Lane V(C Ratio - 0.072 0.046 HCM Control Delay (s) 10.8 7.64 0 HCM Lane LOS B A A HCM 95th %tile Q(veh) - 0.234 0.143 Notes SB 2.4 : Volume Exceeds Capacity; $ ; Delay Exceeds 300 Seconds; Error : Computation Not Defined K:IFTL_TPT01043629001-Mana Wynwood SAP\Calcs\Synchro\Future Total AM.syn HCM 2010 TWSC 7: NW 5th Avenue & NW 24th Street Future Total A.M. Peak Hour Intersection Intersection Delay, slveh 3.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 65 5 3 0 0 0 103 134 24 41 315 157 Conflicting Peds, #Ihr 0 0 0 0 0 0 1 0 1 1 0 1 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - - None Storage Length - - - - Veh in Median Storage, # 0 - - 0 - 0 0 Grade, % 0 0 - 0 0 Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 71 5 3 0 0 0 112 146 26 45 342 171 Major/Minor Minor2 Major] Major2 Conflicting Flow All 814 913 258 513 0 0 172 0 0 Stage 1 517 517 - - Stage 2 297 396 - - Follow-up Headway 3.52 4.02 3.32 2.22 - 2.22 Pot Capacity-1 Maneuver 316 272 741 1049 - 1402 Stage 1 563 532 - Stage 2 728 602 - Time blocked -Platoon, Mov Capacity-1 Maneuver 266 # 0 740 1048 - 1401 Mov Capacity-2 Maneuver 266 # 0 - Stage 1 537 # 0 - Stage 2 641 # 0 - - Approach HCM Control Delay, s HCM LOS EB NB SB 23.4 3.6 0.7 C Minor Lane / Major Mvmt NBL NBT NBR EBLn1 SBL SBT SBR Capacity (vehlh) 1048 - 274 1401 - HCM Lane V/C Ratio 0.107 - 0.29 0.032 - HCM Control Delay (s) 8.846 0.2 - 23.4 7.654 0.1 HCM Lane LOS A A C A A HCM 95th %tile Q(veh) 0.358 1.167 0.099 - Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error; Computation Not Defined K:IFTL_TPT01043629001-Mana Wynwood SAP 1Calcs\Synchro\Future Total AM.syn HCM 2010 TWSC 8: NW 2nd Avenue & NW 24th Street Future Total A.M. Peak Hour Intersection Intersection Delay, slveh 0.9 Movement EBL EBR NBL NBT SBT SBR Vol, vehlh 10 48 0 347 621 0 Conflicting Peds, #/hr 1 5 28 0 0 28 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 - 0 0 Grade, % 0 0 0 Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 11 53 0 381 682 0 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 1068 715 687 0 0 Stage 1 687 - Stage 2 381 - - Follow-up Headway 3.518 3.318 2.218 - Pot Capacity-1 Maneuver 245 431 907 - Stage 1 499 - - Stage 2 691 - - Time blocked -Platoon, % - Mov Capacity-1 Maneuver 243 419 886 - Mov Capacity-2 Maneuver 243 - Stage 1 497 Stage 2 688 Approach EB NB SB HCM Control Delay, s 16.7 0 0 HCM LOS C Minor Lane! Major Mvmt NBL NBT EBLn1 SBU SBT SBR Capacity (vehlh) 886 372 HCM Lane WC Ratio 0.171 HCM Control Delay (s) 0 16.7 HCM Lane LOS A C HCM 95th %tile Q(veh) 0 0.611 Notes Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error: Computation Not Defined K:IFTL_TPT01043629001-Mana Wynwood SAPICalcs\Synchro\Future Total AM.syn HCM 2010 TWSC 11: NW 5th Avenue & NW 23rd Street (North) Future Total A.M. Peak Hour intersection intersection Delay, slveh 4.4 Movement WBL WBR NBT NBR SBL SBT Vol, vehlh 0 92 165 0 157 159 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - Veh in Median Storage, # 0 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicies, °/0 2 2 2 2 2 2 Mvmt Flow 0 100 179 0 171 173 Major/Minor Minorl Majorl Major2 Conflicting Flow All 609 90 0 0 179 0 Stage 1 179 - Stage 2 430 - Follow-up Headway 3.52 3.32 - 2.22 Pot Capacity-1 Maneuver 427 950 - 1394 Stage 1 834 - - - Stage 2 624 Time blocked -Platoon, % Mov Capacity-1 Maneuver 427 950 - - 1394 - Mov Capacity-2 Maneuver 427 - - - Stage 1 834 - - Stage 2 624 - Approach HCM Control Delay, s HCM LOS Minor Lane 1 Major Mvmt WB 9.2 A NB 0 SB 5.3 NBT NBR WBLn1 SBU SBL SBT Capacity (vehlh) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes 950 863 1394 - 0.105 0.001 0.122 9.2 - 8 2,7 A A A 0.352 0.004 0.417 : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error: Computation Not Defined K:IFTL_TPTOt043629001-Mana Wynwood SAP 1Calcs\Synchro\Future Total AM.syn HCM 2010 TWSC 12: NW 2nd Avenue & NW 23rd Street Future Total A.M. Peak Hour Intersection Intersection Delay, slveh 333.5 Movement EBL EBR NBL NBT SBT SBR Vol, vehlh 85 190 461 291 547 90 Conflicting Peds, #Ihr 0 0 13 0 0 13 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 93 209 507 320 601 99 MajorlMinor Minor2 Majorl Major2 Conflicting Flow All 1984 664 700 0 - 0 Stage 1 651 - Stage 2 1333 - - Follow-up Headway 3.518 3.318 2.218 - Pot Capacity-1 Maneuver # 67 461 897 - Stage 1 519 - - - Stage 2 246 - - Time blocked -Platoon, % - Mov Capacity-1 Maneuver # 20 456 887 - Mov Capacity-2 Maneuver # 20 - - - - Stage 1 519 - - Stage 2 # 75 - - - - Approach EB NB SB HCM Control Delay, s $ 1993.9 8.8 0 HCM LOS F Minor Lane! Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (vehlh) 887 - 59 HCM Lane VIC Ratio 0.571 - 5.122 HCM Control Delay (s) 14.32 0 $1993.9 HCM Lane LOS B A F HCM 95th %tile Q(veh) 3,706 - 33.757 Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:1FTL_TPT01043629001-Mana Wynwood SAPICalcs\Synchro\Future Total AM.syn HCM 2010 TWSC 13: NW 6th Avenue & NW 23rd Street Future Total A.M. Peak Hour Intersection Intersection Delay, slveh 2.6 Movement WBL WBR NBT NBR SBL SBT Vol, vehih 13 50 123 7 38 111 Conflicting Peds, #lhr 0 0 0 1 1 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 14 54 134 8 41 121 Major/Minor Minorl Majorl Major2 Conflicting Flow All 341 139 0 0 141 0 Stage 1 138 - - Stage 2 203 - Follow-up Headway 3.518 3.318 - - 2.218 Pot Capacity-1 Maneuver 655 909 - 1442 Stage 1 889 - - - - Stage 2 831 - Time blocked -Platoon, % Mov Capacity-1 Maneuver 635 908 - - 1441 - Mov Capacity-2 Maneuver 635 Stage 1 889 Stage 2 805 Approach HCM Control Delay, s HCM LOS Minor Lane i Major Mvmt WB 9.7 A NB 0 NBT NBR WBLn1 SBL SBT SB 1.9 Capacity (vehih) HCM Lane VlC Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes 834 1441 - 0.082 0.029 9.7 7.572 0 A A A 0.268 0.088 - : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error: Computation Not Defined K:IFTL_TPTO1043629001-Mana Wynwood SAPICalcs\SynchrolFuture Total AM.syn HCM 2010 TWSC 14: NW 5th Avenue & NW 23rd Street Future Total A.M. Peak Hour Intersection Intersection Delay, sfveh 6.8 Movement EBL EBR NBL NBT SBT SBR Vol, vehlh 14 189 412 182 134 19 Conflicting Peds, #/hr 0 0 9 0 0 9 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - Veh in Median Storage, # 0 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 15 205 448 198 146 21 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 1249 165 166 0 0 Stage 1 156 - - Stage 2 1093 - - Follow-up Headway 3.518 3.318 2.218 Pot Capacity-1 Maneuver 191 879 1412 Stage 1 872 Stage 2 321 - Time blocked -Platoon, °/o Mov Capacity-1 Maneuver 122 872 1401 - Mov Capacity-2 Maneuver 122 - - Stage 1 872 - - - Stage 2 206 - Approach HCM Control Delay, s HCM LOS EB 14.2 B NB 6.1 Minor Lane! Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (vehlh) 1401 - 612 HCM Lane VIC Ratio 0.32 - 0.361 HCM Control Delay (s) 8.772 0 14.2 HCM Lane LOS A A B HCM 95th %tile Q(veh) 1.393 - 1.637 Notes SB 0 : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:1FTL_TPT01043629001-Mana Wynwood SAPICalcs\SynchrolFuture Total AM.syn HCM 2010 TWSC 15: NW 3rd Avenue & NW 22nd Street Future Total A.M. Peak Hour Intersection Intersection Delay, slveh 78.1 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 92 224 49 154 538 119 Conflicting Peds, #/hr 0 10 10 0 1 1 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None None Storage Length - 100 0 Veh in Median Storage, # 0 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 106 257 56 177 618 137 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 364 0 525 245 Stage 1 - - 235 Stage 2 - - 290 Follow-up Headway - 2.218 - 3.518 3.318 Pot Capacity-1 Maneuver - - 1195 # 513 794 Stage 1 - 804 Stage 2 - 759 Time blocked -Platoon, % - Mov Capacity-1 Maneuver - 1185 # 482 787 Mov Capacity-2 Maneuver - # 482 Stage 1 - 803 Stage 2 - 714 Approach EB WB NB HCM Control Delay, s HCM LOS 0 2 139.1 F Minor Lane I Major Mvrnt NBLn1 NBLn2 EBT EBR WBL WBT Capacity (vehfh) 482 787 - 1185 - HCM Lane VIC Ratio 1.283 0.174 0.048 - HCM Control Delay (s) 167.6 10.5 - 8.19 0 HCM Lane LOS F B A A HCM 95th %tile Q(veh) 25.976 0.626 - 0.15 - Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds: Error : Computation Not Defined K:1FTL_TPTO\043629001-Mana Wynwood SAPICalcs\Synchro\Future Total AM.syn HCM 2010 TWSC 16: NW 2nd Avenue & NW 22nd Street Future Total A.M. Peak Hour Intersection Intersection Delay, s/veh 5.2 Movement EBL EBR NBL NBT SBT SBR Vol, vehth 101 38 83 404 462 225 Conflicting Peds, #Ihr 0 0 12 0 0 12 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 100 0 Veh in Median Storage, # 0 0 0 - Grade, % 0 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 107 40 88 430 491 239 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 1217 623 731 0 0 Stage 1 611 - - Stage 2 606 - - Follow-up Headway 3.518 3.318 2.218 Pot Capacity-1 Maneuver 200 486 873 Stage 1 542 - - - - Stage 2 545 - - - Time blocked -Platoon, % Mov Capacity-1 Maneuver 173 481 864 Mov Capacity-2 Maneuver 173 Stage 1 542 Stage 2 472 Approach HCM Control Delay, s HCM LOS EB 43.5 E NB 1.6 Minor Lane / Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR SB 0 Capacity (veh/h) 864 173 481 HCM Lane V!C Ratio 0.102 - 0.621 0.084 HCM Control Delay (s) 9.64 0 54.9 13.2 HCM Lane LOS A A F B HCM 95th %tile Q(veh) 0.34 - 3.458 0,274 Notes Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error: Computation Not Defined K:1FTL_TPTO1043629001-Mana Wynwood SAP\Calcs\SynchrolFuture Total AM.syn Timings Future Total Optimized Improvements 17: NW 3rd Avenue & NW 20th Street A.M. Peak Hour Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 11 +IP 1 tk et r ' Volume (vph) 262 587 133 584 44 122 129 105 67 Turn Type pm+pt NA pm+pt NA Perm NA Perm pm+pt NA Protected Phases 1 6 5 2 4 3 8 Permitted Phases 6 2 4 4 8 Detector Phase 1 6 5 2 4 4 4 3 8 Switch Phase Minimum Initial (s) 4.0 7.0 4.0 7.0 7.0 7.0 7.0 4.0 7.0 Minimum Split (s) 8.0 28.0 8.0 28.0 24.4 24.4 24.4 8.0 24.4 Total Split (s) 19,0 46.0 9.0 36.0 26,0 26.0 26.0 9.0 35.0 Total Split (%) 21.1% 51.1% 10.0% 40.0% 28.9% 28.9% 28.9% 10.0% 38.9% Yellow Time (s) 3.0 4.0 3.0 4.0 4.0 4.0 4.0 3.0 4.0 All -Red Time (s) 0.0 2.0 0.0 2.0 2.4 2.4 2.4 0.0 2.4 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.0 6.0 3.0 6.0 6.4 6.4 3.0 6.4 Lead/Lag Lead Lag Lead Lag Lag Lag Lag Lead Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Min None C-Min None None None None None Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 70 Control Type: Actuated -Coordinated Splits and Phases: 17: NW 3rd Avenue & NW 20th Street a1 \M 03 a4 .F-- ! 1 32(R) 19s 36s I 9s I 26s T o5 '406 (R) , t•08 9s I 46s i 35s i K:1FTL_TPTO1043629001-Tana Wynwood SAP 1Calcs\Synchro\Future Total AM_opt Improvements.syn HCM 2010 Signalized Intersection Summary Future Total Optimized Improvements 17: NW 3rd Avenue & NW 20th Street A.M. Peak Hour 4\ Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1 ? 1 ?t. 4 r 'i t► Volume (veh/h) 262 587 35 133 584 285 44 122 129 105 67 125 Number 1 6 16 5 2 12 7 4 14 3 8 18 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.99 0.96 0.98 0.96 0.98 0,97 0.99 0.98 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow veh/h/In 186.3 186.3 190.0 186.3 186.3 190.0 190.0 186.3 186.3 186.3 186.3 190.0 Lanes 1 2 0 1 2 0 0 1 1 1 1 0 Cap, veh/h 382 1355 81 442 797 389 125 245 274 331 170 315 Arrive On Green 0.12 0.39 0.39 0.02 0.11 0.11 0.18 0.18 0.18 0.07 0.29 0.29 Sat Flow, veh/h 1774 3472 208 1774 2329 1135 300 1376 1535 1774 577 1073 Grp Voiume(v), veh/h 276 331 324 140 492 423 174 0 136 111 0 203 Grp Sat Flow(s),vehlh/In 1774 1863 1816 1774 1863 1601 1676 0 1535 1774 0 1650 Q Serve(g_s), s 5.4 8.4 8.5 3.2 16.4 16.4 2.5 0.0 5.1 3.1 0.0 6.3 Cycle Q Clear(g_c), s 5.4 8.4 8.5 3.2 16.4 16.4 5,8 0.0 5.1 3.1 0.0 6.3 Prop In Lane 1.00 0.11 1,00 0.71 0,26 1.00 1.00 0.65 Lane Grp Cap(c),vehlh 382 727 709 442 638 548 370 0 274 331 0 485 V!C Ratio(X) 0.72 0.46 0.46 0.32 0.77 0.77 0.47 0.00 0.50 0.34 0.00 0.42 Avail Cap(c_a), veh/h 609 1166 1137 476 874 752 575 0 471 375 0 738 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 1,00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.28 0.28 0.28 1.00 0,00 1.00 1.00 0.00 1,00 Uniform Delay (d), slveh 13.0 14.4 14.4 12.7 25.9 25.9 23.9 0.0 23.7 18.3 0.0 18.2 Incr Delay (d2), slveh 2.6 2.1 2.1 0.1 2.6 3.1 0.3 0.0 0.5 0.6 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 %ile Back of Q (50%), veh!In 2.3 3.9 3.8 1.4 8.8 7.6 2.5 0.0 1.9 1,3 0.0 2.5 Lane Grp Delay (d), slveh 15.6 16.5 16.6 12.8 28.5 29.0 24.2 0.0 24.2 18.9 0.0 18.4 Lane Grp LOS BBBBCCC C B B Approach Vol, veh/h 931 1055 310 314 Approach Delay, s/veh 16,3 26.6 24.2 18.6 Approach LOS B C C B Timer Assigned Phs 1 6 5 2 4 3 8 Phs Duration (G+Y+Rc), s 10.8 31.0 7.8 27.9 17.8 7.4 25.2 Change Period (Y+Rc), s 3.0 6.0 3.0 6.0 6,4 3.0 6.4 Max Green Setting (Gmax), s 16.0 40.0 6.0 30.0 19.6 6.0 28.6 Max Q Clear Time (g_c+I1), s 7.4 10.5 5.2 18,4 7.8 5.1 8.3 Green Ext Time (p_c), s 0.5 4.1 0.0 3.4 1.4 0.0 1.7 Intersection Summary HCM 2010 Ctrl Delay 21.7 HCM 2010 LOS C Notes K:\FTL_TPTO1043629001-Mana Wynwood SAP\Calcs\SynchrolFuture Total AM_opt Improvements.syn Ti mings 17: NW 3rd Avenue & NW 20th Street Future Total A.M. Peak Hour Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations f+ Ili ti4 4 r Volume (vph) 262 587 133 584 44 122 129 105 67 Turn Type Perm NA Perm NA Perm NA Perm Perm NA Protected Phases 6 2 4 8 Permitted Phases 6 2 4 4 8 Detector Phase 6 6 2 2 4 4 4 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 28.0 28.0 28.0 28.0 24.4 24,4 24.4 24.4 24.4 Total Split (s) 45.6 45.6 45.6 45.6 44.4 44.4 44.4 44.4 44.4 Total Split (%) 50,7% 50.7% 50.7% 50.7% 49.3%0 49.3% 49.3°/0 49.3% 49.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.4 2.4 2.4 2.4 2.4 Lost Time Adjust (s) 0,0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.4 6,4 6.4 Lead/Lag Lead -Lag Optimize? Recall Mode C-Min C-Min C-Min C-Min None None None None None Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 75 Control Type: Actuated -Coordinated Splits and Phases: 17: NW 3rd Avenue & NW 20th Street 1 iii9 02 (R) t 04 45,6s 44.4s l -4 06 M It't 08 45.6s i 44,4s K:1FTL_TPT01043629001-Mana Wynwood SAP1Calcs\Synchro\Future Total AM.syn HCM 2010 Signalized Intersection Summary 17: NW 3rd Avenue & NW 20th Street Future Total A.M. Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ''i +1.4 vi t 4' r' 4+ Volume (veh/h) 262 587 35 133 584 285 44 122 129 105 67 125 Number 1 6 16 5 2 12 7 4 14 3 8 18 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(ApbT) 0,99 0.97 0.99 0.97 0.99 0.98 0.99 0.98 Parking Bus Adj 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow veh/h/In 186.3 186.3 190.0 186.3 186.3 190.0 190.0 186.3 186.3 190.0 186.3 190.0 Lanes 1 2 0 1 2 0 0 1 1 0 1 0 Cap,vehlh 282 1879 112 437 1268 618 141 356 450 174 110 158 Arrive On Green 0.54 0.54 0.54 0.18 0.18 0.18 0.29 0.29 0.29 0.29 0,29 0.29 Sat Flow, veh/h 604 3474 208 767 2343 1143 273 1229 1554 370 380 544 Grp Volume(v), veh/h 276 331 324 140 489 426 174 0 136 314 0 0 Grp Sat Flow(s),vehfh/In 604 1863 1819 767 1863 1623 1502 0 1554 1294 0 0 Q Serve(g_s), s 22.3 7.3 7.3 12.1 17.3 17.3 0.0 0.0 5.0 11.8 0.0 0.0 Cycle Q Clear(g_c), s 39.6 7.3 7.3 19.4 17.3 17.3 5.4 0.0 5.0 17.1 0.0 0.0 Prop In Lane 1.00 0.11 1.00 0.70 0.26 1.00 0.35 0.42 Lane Grp Cap(c), veh/h 282 1008 984 437 1008 878 497 0 450 441 0 0 V!C Ratio(X) 0.98 0.33 0.33 0.32 0.49 0.49 0.35 0.00 0.30 0.71 0.00 0.00 Avail Cap(ca), vehlh 282 1008 984 437 1008 878 866 0 807 763 0 0 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.82 0.82 0.82 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), slveh 29.2 9.4 9.4 25.1 20.9 20.9 20.4 0.0 20.2 24.9 0.0 0.0 lncr Delay (d2), slveh 48.0 0.9 0.9 1.6 1.4 1.6 0.2 0.0 0.1 0.8 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 °/vile Back of Q (50%), veh/In 8.8 3.2 3.1 2.7 9.0 7.9 2.4 0.0 1.9 5.2 0.0 0.0 Lane Grp Delay (d), slveh 77.2 10.2 10.3 26.7 22.3 22.5 20.5 0.0 20.4 25.7 0.0 0.0 Lane Grp LOS E B B C C C C C C Approach Vol, vehlh 931 1055 310 314 Approach Delay, s/veh 30.1 22.9 20.5 25.7 Approach LOS C C C C Timer Assigned Phs 6 2 4 8 Phs Duration (G+Y+Rc), s 45.6 45.6 27.6 27.6 Change Period (Y+Rc), s 6.0 6.0 6.4 6.4 Max Green Setting (Gmax), s 39.6 39.6 38.0 38.0 Max Q Clear Time (g_c+I 1), s 41.6 21.4 7.4 19.1 Green Ext Time (p_c), s 0.0 3.7 2.2 2.1 Intersection Summary HCM 2010 Ctrl Delay 25.5 HCM 2010 LOS C Notes K:1FTL_TPTOt043629001-Mana Wynwood SAP 1Calcs\Synchro\Future Total AM.syn Timings Future Total Optimized Improvements 18: NW 20th Street & NW 2nd Avenue A.M. Peak Hour a- Lane Group EBL EBT WBT SBL SBT m6 07 Lane Configurations ' fA f J 1 A Volume (vph) 149 627 780 243 8 Tum Type pm+pt NA NA Perm NA Protected Phases 2 5 1 3 6 7 Permitted Phases 5 3 Detector Phase 2 5 1 3 3 Switch Phase Minimum Initial (s) 4.0 7.0 7.0 7.0 7.0 7.0 4.0 Minimum Split (s) 20.0 27.0 27.0 30.0 30,0 27.0 10.4 Total Split (s) 22.0 33.0 38.0 30.0 30.0 27.0 30.0 Total Split (%) 24.4% 36.7% 42.2°/0 33.3% 33.3% 30% 33% Yellow Time (s) 3.5 4.0 4.0 4,0 4.0 4.0 4.0 A{I-Red Time (s) 0.5 2.0 2.0 2.4 2.4 2.4 2.4 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 6.0 6.0 6.4 6.4 Lead/Lag Lead Lag Lag Lead Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode Max Max Max Max Max Max Max Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 1:WBT and 5:EBTL, Start of Green Natural Cycle: 85 Control Type: Pretimed Splits and Phases: 18: NW 20th Street & NW 2nd Avenue 18 # 18 18 03 22s 138s 30s T 19 1 06 4-18 t 19 5 (R) 19 -007 27 s 33 s 30 s K:1FTL_TPTO1043629001-Mana Wynwood SAP1Calcs\Synchro\Future Total AM_opt lmprovements.syn HCM Signalized Intersection Capacity Analysis Future Total Optimized Improvements 18: NW 20th Street & NW 2nd Avenue A.M. Peak Hour Movement EBL EBT Lane Configurations "j f t► Volume (vph) 149 627 Ideal Flow (vphpl) 1900 1900 Total Lost time (s) 4.0 6.0 Lane Util. Factor 1.00 0.95 Frpb, ped/bikes 1.00 1.00 Flpb, pedlbikes 1.00 1.00 Frt 1.00 0.99 Fit Protected 0,95 1.00 Satd. Flow (prot) 1769 3482 Flt Permitted 0.15 1.00 Satd, Flow (perm) 276 3482 Peak -hour factor, PHF 0.95 0.95 Adj. Flow (vph) 157 660 RTOR Reduction (vph) 0 8 Lane Group Flow (vph) 157 713 Confl. Peds. (#1hr) 18 Turn Type pm+pt NA Protected Phases 2 5 Permitted Phases 5 Actuated Green, G (s) 45.0 27.0 Effective Green, g (s) 45.0 27.0 Actuated g/C Ratio 0.50 0.30 Clearance Time (s) 4,0 6.0 Lane Grp Cap (vph) 436 1044 vls Ratio Prot c0.07 0.20 vls Ratio Perm 0.11 vlc Ratio 0.36 0.68 Uniform Delay, d1 14.5 27.7 Progression Factor 1.85 0.75 Incremental Delay, d2 2.2 3.5 Delay (s) 28.9 24.1 Level of Service C C Approach Delay (s) 25.0 Approach LOS C Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group p j EBR WBL 58 0 1900 1900 0.95 0.95 61 0 0 0 0 0 10 10 21.2 0.68 90.0 72.4% 15 4, WBT WBR NBL NBT NBR SBL SBT SBR 780 289 0 0 0 243 8 255 1900 1900 1900 1900 1900 1900 1900 1900 6.0 6.4 6.4 0.95 1.00 1.00 0.98 1,00 0.98 1.00 0.99 1.00 0.96 1.00 0.85 1.00 0.95 1.00 3343 1759 1553 1.00 0.95 1.00 3343 1759 1553 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 821 304 0 0 0 256 8 268 43 0 0 0 0 0 198 0 1082 0 0 0 0 256 78 0 18 11 5 5 11 NA Perm NA 1 3 3 32.0 23.6 23.6 32.0 23.6 23.6 0.36 0.26 0.26 6.0 6.4 6.4 1188 461 407 c0.32 0.05 c0,15 0.91 0,56 0.19 27.6 28,7 26,8 0.24 1.00 1.00 7.5 4.8 1.1 14.2 33.4 26.8 B C C 14.2 0.0 30.0 B A C HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service 18.8 K:IFTL_TPT01043629001-Mana Wynwood SAP1Calcs\Synchro\Future Total AM .opt Improvements.syn Timings 18: NW 20th Street & NW 2nd Avenue Future Total A.M. Peak Hour Lane Group EBL EBT WBT SBL SBT e6 07 Lane Configurations f Volume (vph) 149 627 780 243 8 Turn Type Perm NA NA Perm NA Protected Phases 5 1 3 6 7 Permitted Phases 5 3 Detector Phase 5 5 1 3 3 Switch Phase Minimum Initial (s) 7.0 7.0 7,0 7.0 7.0 7.0 4.0 Minimum Split (s) 27.0 27.0 27.0 30.0 30.0 27.0 10.4 Total Split (s) 33.0 33.0 60.0 30.0 30.0 27.0 30.0 Total Split (%a) 36.7% 36.7% 66.7% 33.3% 33.3% 30% 33% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4,0 All -Red Time (s) 2.0 2.0 2.0 2.4 2.4 2.4 2.4 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.4 6.4 Lead/Lag Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Recall Mode Max Max Max Max Max Max Max Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 1:WBT and 5:EBTL, Start of Green Natural Cycle: 105 Control Type: Pretimed Splits and Phases: 18: NW 20th Street & NW 2nd Avenue 18 =8 r 03 11 1(R) 60s 30s 47.18 44n =19 ,`I a6 :7-19 --007 P' -005 (R) 33 s I 27 s 30 s K:IFTL_TPT01043629001-Mana Wynwood SAP 1Calcs\Synchro\Future Total AM.syn HCM Signalized Intersection Capacity Analysis 18: NW 20th Street & NW 2nd Avenue Future Total A.M. Peak Hour Movement EBL EBT Lane Configurations " fib Volume (vph) 149 627 Ideal Flow (vphpl) 1900 1900 Total Lost time (s) 6.0 6.0 Lane Util. Factor 1,00 0.95 Frpb, ped/bikes 1,00 1.00 Flpb, ped/bikes 0.99 1.00 Frt 1.00 0.99 Flt Protected 0.95 1.00 Satd. Row (prat) 1759 3482 Flt Permitted 0.15 1.00 Satd. Flow (perm) 274 3482 Peak -hour factor, PHF 0.95 0.95 Adj. Flow (vph) 157 660 RTOR Reduction (vph) 0 8 Lane Group Flow (vph) 157 713 Confl. Peds. (#/hr) 18 Turn Type Perm NA Protected Phases 5 Permitted Phases 5 Actuated Green, G (s) 27.0 27.0 Effective Green, g (s) 27.0 27.0 Actuated g/C Ratio 0.30 0.30 Clearance Time (s) 6.0 6.0 Lane Grp Cap (vph) 82 1044 vas Ratio Prot 0.20 vas Ratio Perm c0.57 v/c Ratio 1.91 0.68 Uniform Delay, di 31.5 27.7 Progression Factor 0,83 0.79 Incremental Delay, d2 452.0 3.5 Delay (s) 478.0 25.3 Level of Service F C Approach Delay (s) 106.3 Approach LOS F Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group EBR WBL 58 0 1900 1900 0.95 0.95 61 0 0 0 0 0 10 10 44.1 1.09 90.0 74.0% 15 4- WBT WBR NBL NBT NBR +t. 780 289 0 0 0 1900 1900 1900 1900 1900 6.0 0.95 0,98 1.00 0.96 1.00 3343 1.00 3343 0.95 0.95 0.95 0.95 0.95 821 304 0 0 0 42 0 0 0 0 1083 0 0 0 0 18 11 5 NA 1 54.0 54.0 0.60 6.0 2005 c0.32 0.54 10.7 0.09 0.6 1.6 A 1.6 A HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service 0.0 A 18.8 SBL SBT SBR 243 8 255 1900 1900 1900 6.4 6.4 1.00 1.00 1.00 0,98 0.99 1.00 1.00 0.85 0.95 1.00 1759 1553 0.95 1.00 1759 1553 0.95 0.95 0.95 256 8 268 0 123 0 256 153 0 5 11 Perm NA 3 3 23.6 23.6 23.6 23.6 0.26 0.26 6.4 6.4 461 407 0.10 c0.15 0.56 0.38 28.7 27.2 1.00 1.00 4.8 2,6 33.4 29.8 C C 31.5 C K:\FTL_TPTO1043629001-Mana Wynwood SAP\Calcs\Synchro\Future Total AM.syn Timings 19: NW 1st Place & NW 20th Street P 4 " I Lane Group EBT WBT NBL NBT 01 03 07 Lane Configurations +4- 44 441 Volume (vph) 878 906 164 6 Turn Type NA NA Perm NA Protected Phases 5 7 5 6 1 3 7 Permitted Phases 6 Detector Phase 5 7 5 6 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 4.0 Minimum Split (s) 27.0 27.0 27.0 27.0 30.0 10.4 Total Split (s) 33.0 27.0 27.0 60.0 30.0 30.0 Total Split (%) 36.7% 30.0% 30.0% 67% 33% 33% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.4 2.4 2.0 2.4 2.4 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.4 6.4 Lead/Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Recall Mode Max Max Max Max Max Max Intersection Summary Future Total A.M. Peak Hour Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0c/0), Referenced to phase 1:WBT and 5:EBTL, Start of Green Natural Cycle: 105 Control Type: Pretirned Splits and Phases: 19: NW lst Place & NW 20th Street =18 1I8 ♦ 03 F 1(R) 60 s 30 s =18 =19 5 {R) #19 -106 R19 -007 .411 R 33 5 27 s 1 30 s K:1FTL_TPT01043629001-Mana Wynwood SAP1Calcs\Synchro\Future Total AM.syn HCM Signalized Intersection Capacity Analysis 19: NW lst Place & NW 20th Street Future Total A.M. Peak Hour -MPf k, t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ft ti " 4 Volume (vph) 0 878 0 0 906 8 164 6 22 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6,0 6.0 6.4 6.4 Lane Util. Factor 0.95 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 0.88 Flt Protected 1.00 1.00 0.95 1.00 Satd. Flow (prat) 3539 3533 1767 3079 Flt Permitted 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3539 3533 1767 3079 Peak -hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0,97 0.97 Adj. Flow (vph) 0 905 0 0 934 8 169 6 23 0 0 0 RTQR Reduction (vph) 0 0 0 0 1 0 0 18 0 0 0 0 Lane Group Flow (vph) 0 905 0 0 941 0 169 11 0 0 0 0 Confl. Peds. (#lhq 28 15 15 28 1 3 3 1 Turn Type NA NA Perm NA Protected Phases 5 7 5 6 Permitted Phases 6 Actuated Green, G (s) 57.0 27.0 20.6 20.6 Effective Green, g (s) 50.6 27.0 20.6 20.6 Actuated g/C Ratio 0.56 0.30 0.23 0.23 Clearance Time (s) 6.0 6.4 6.4 Lane Grp Cap (vph) 1989 1059 404 704 v/s Ratio Prot c0.26 c0.27 0.00 v/s Ratio Perm c0.10 v/c Ratio 0.46 0.89 0.42 0.02 Uniform Delay, di 11.6 30.1 29.6 26.9 Progression Factor 0.09 1.00 1.00 1.00 Incremental Delay, d2 0.6 11.1 3.2 0.0 Delay (s) 1,6 41.2 32.8 26.9 Level of Service A D C C Approach Delay (s) 1.6 41,2 31.9 0.0 Approach LOS A D C A Intersection Summary HCM 2000 Control Delay 22.8 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.61 Actuated Cycle Length (s) 90.0 Sum of lost time (s) 18.8 Intersection Capacity Utilization 52.3% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group K:\FTL_TPT01043629001-Mana Wynwood SAP\Calcs\Synchro\Future Total AM.syn Timings Future Total Optimized Improvements 20: N Miami Avenue & NW 20th Street A.M. Peak Hour t Lane Group EBL EBT EBR WBT WBR NBL NBT SBL SBT Lane Configurations it rf + r 15 + Volume (vph) 89 403 310 554 181 277 318 190 1213 Turn Type Perm NA Perm NA Perm pm+pt NA Perm NA Protected Phases 2 6 3 8 4 Permitted Phases 2 2 6 8 4 Detector Phase 2 2 2 6 6 3 8 4 4 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 2.0 7.0 7.0 7.0 Minimum Split (s) 24.3 24.3 24.3 24.3 24.3 8.3 24.3 24.3 24.3 Total Split (s) 32.0 32.0 32.0 32.0 32.0 12.0 58.0 46.0 46.0 Total Split (%) 35.6% 35.6% 35.6% 35.6% 35.6% 13.3% 64.4% 51.1% 51.1% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 0.0 2.3 2.3 2.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 4.0 6.3 6.3 LeadlLag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Recall Mode Max Max Max Max Max Max Max Max Max Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 48 (53%), Referenced to phase 2:EBTL and 6:WBT, Start of Green Natural Cycle: 80 Control Type: Pretimed : 20: N Miami Avenue & NW 20th Street -002CR) 4 03 T 04 32s 1 12s 46s t 08 P 06 (R) 32s I 53s I K:1FTL_TPTO1043629001-Mana Wynwood SAP\Calcs\SynchrolFuture Total AM_opt Improvements.syn HCM 2010 Signalized Intersection Summary Future Total Optimized Improvements 20: N Miami Avenue & NW 20th Street A.M. Peak Hour 4\ Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations " + r + r 1 T + Volume (vehlh) 89 403 310 0 554 181 277 318 16 190 1213 90 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow vehlhlln 186.3 186.3 186.3 0.0 186.3 186.3 186.3 186.3 190.0 190.0 186.3 190.0 Lanes 1 1 1 0 1 1 1 1 0 0 2 0 Cap, vehlh 80 538 454 0 538 455 238 1010 51 221 1154 89 Arrive On Green 0.10 0.10 0.10 0.00 0.29 0.29 0.09 0.57 0.57 0.44 0.44 0.44 Sat Flow, vehlh 693 1863 1572 0 1863 1575 1774 1758 89 387 2616 201 Grp Volume(v), vehlh 94 424 326 0 583 191 292 0 352 788 0 784 Grp Sat Flow(s),vehfhlln 693 1863 1572 0 1863 1575 1774 0 1847 1545 0 1659 Q Serve(g_s), s 0.0 20.0 18.1 0.0 26.0 8.8 8.0 0.0 9.0 39.3 0.0 39.7 Cycle Q Clear(g_c), s 26.0 20.0 18.1 0.0 26.0 8.8 8.0 0.0 9.0 39.7 0.0 39.7 Prop In Lane 1.00 1.00 0.00 1.00 1,00 0.05 0.25 0.12 Lane Grp Cap(c), vehlh 80 538 454 0 538 455 238 0 1061 732 0 732 VIC Ratio(X) 1.17 0.79 0.72 0.00 1.08 0.42 1.23 0.00 0.33 1.08 0.00 1.07 Avail Cap(c_a), vehlh 80 538 454 0 538 455 238 0 1061 732 0 732 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 Upstream Filter(I) 1.00 1.00 1.00 0.00 1,00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), slveh 53.7 38.0 37.1 0.0 32.0 25.9 26.1 0.0 10.1 26.5 0.0 25.2 Incr Delay (d2), slveh 155.3 11.1 9.4 0.0 63.3 2.8 134.0 0.0 0.8 55.9 0.0 54.1 Initial Q Delay(d3),slveh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %Ile Back of Q (50%), vehlln 5.4 11.7 8.9 0.0 21.4 3.8 14.3 0.0 4.1 28.0 0.0 26.9 Lane Grp Delay (d), slveh 209.0 49.1 46.5 0.0 95.3 28.7 160.1 0.0 10.9 82,4 0.0 79.2 Lane Grp LOS F D D F C F B F F Approach Vol, vehlh 844 774 644 1572 Approach Delay, slveh 65.9 78.9 78.6 80.8 Approach LOS E E E F Timer Assigned Phs 2 6 3 8 4 Phs Duration (G+Y+Rc), s 32.0 32,0 12.0 58.0 46.0 Change Period (Y+Rc), s 6.0 6.0 4,0 6.3 6.3 Max Green Setting (Gmax), s 26.0 26.0 8.0 51.7 39.7 Max Q Clear Time (g._c+I1), s 28.0 28.0 10.0 11.0 41.7 Green Ext Time (p_c), s 0.0 0.0 0.0 17.1 0.0 Intersection Summary HCM 2010 Ctrl Delay 76.8 HCM 2010 LOS E Notes K:IFTL_TPTO1043629001-Mans Wynwood SAP1Caics\Synchro\Future Total AM_opt Improvements.syn Timings Future Total Optimized 20: N Miami Avenue & NW 20th Street A.M. Peak Hour Lane Group EBL EBT EBR WBT WBR NBL NBT SBL SBT Lane Configurations + r + r 41 4 Volume (vph) 89 403 310 554 181 277 318 190 1213 Turn Type Perm NA Perm NA Perm Perm NA Perm NA Protected Phases 2 6 8 4 Permitted Phases 2 2 6 8 4 Detector Phase 2 2 2 6 6 8 8 4 4 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 24,3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 Total Split (s) 25.0 25.0 25.0 25.0 25.0 35.0 35.0 35.0 35.0 Total Split (%) 41.7% 41.7% 41.7% 41.7% 41.7% 58.3% 58.3% 58.3% 58.3% Yellow Time (s) 4.0 4.0 4.0 4,0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.3 2.3 2.3 2.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0,0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.3 6.3 Lead/Lag Lead -Lag Optimize? Recall Mode Max Max Max Max Max Max Max Max Max Intersection Summary Cycle Length: 60 Actuated Cycle Length: 60 Offset: 48 (80%), Referenced to phase 2:EBTL and 6:WBT, Start of Green Natural Cycle: 80 Control Type: Pretimed Splits and Phases: 20: N Miami Avenue & NW 20th Street P'402(1) T o 25s 35s 08 i-- III 05 (R) 25s l 35s K:IFTL_TPT01043629001-Mana Wynwood SAP\Calcs\SynchrolFuture Total AM_opt.syn HCM 2010 Signalized Intersection Summary Future Total Optimized 20: N Miami Avenue & NW 20th Street A.M. Peak Hour E Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1 + r f 41. 41. Volume (vehlh) 89 403 310 0 554 181 277 318 16 190 1213 90 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A._pbT) 1.00 0,99 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus Adj 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Fiow vehlh/In 186.3 186.3 186.3 0.0 186.3 186.3 190.0 186.3 190.0 190.0 186.3 190.0 Lanes 1 1 1 0 1 1 0 2 0 0 2 0 Cap, veh/h 124 590 498 0 590 499 120 765 39 226 1121 85 Arrive On Green 0.32 0.32 0.32 0.00 0.32 0.32 0.48 0.48 0.48 0.48 0,48 0.48 Sat Flow, vehlh 693 1863 1573 0 1863 1576 0 1599 81 311 2343 179 Grp Valume(v), vehlh 94 424 326 0 583 191 292 0 352 687 0 885 Grp Sat Flow(s),vehlhlln 693 1863 1573 0 1863 1576 0 0 1680 1169 0 1663 Q Serve(g_s), s 0.3 12.1 10.7 0.0 18.7 5,7 0.0 0.0 8.3 20.4 0.0 28.7 Cycle Q Clear(g_c), s 19.0 12.1 10.7 0.0 18.7 5.7 28.7 0.0 8.3 28.7 0.0 28.7 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.05 0.29 0.11 Lane Grp Cap(c),vehlh 124 590 498 0 590 499 120 0 804 637 0 796 V/C Ratio(X) 0.76 0.72 0.65 0.00 0.99 0.38 2,43 0.00 0.44 1.08 0.00 1.11 Avail Cap(c_a), veh/h 124 590 498 0 590 499 120 0 804 637 0 796 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), sfveh 30.0 18.1 17.7 0.0 20.4 15.9 30.0 0.0 10.3 19.7 0.0 15.7 Incr Delay (d2), slveh 34.8 7.4 6.6 0.0 34.3 2.2 669.5 0.0 1.7 58.9 0.0 67.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), vehlln 2.6 6.4 4.7 0.0 13.6 2.3 24.1 0.0 3.4 19.6 0.0 25.3 Lane Grp Delay (d), slveh 64.8 25.5 24.2 0.0 54.7 18.2 699.5 0.0 12.1 78.6 0.0 83.0 Lane Grp LOS E C C D B F B F F Approach Vol, vehlh 844 774 644 1572 Approach Delay, s/veh 29.4 45.7 323.8 81.0 Approach LOS C D F F Timer Assigned Phs 2 6 8 4 Phs Duration (G+Y+Rc), s 25.0 25.0 35.0 35.0 Change Period (Y+Rc), s 6.0 6.0 6.3 6.3 Max Green Setting (Gmax), s 19,0 19.0 28.7 28.7 Max Q Clear Time (g_c+11), s 21.0 20.7 30.7 30.7 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 103.3 HCM 2010 LOS F Notes K:FTL_TPT01043629001-Mana Wynwood SAP\Calcs\SynchrolFuture Total AM_opt.syn Timings 20: N Miami Avenue & NW 20th Street Future Total A.M. Peak Hour Lane Group EBL EBT EBR WBT WBR NBL NBT SBL SST Lane Configurations "1 + r I' r 4 41 Volume (vph) 89 403 310 554 181 277 318 190 1213 Turn Type Perm NA Perm NA Perm Perm NA Perm NA Protected Phases 2 6 8 4 Permitted Phases 2 2 6 8 4 Detector Phase 2 2 2 6 6 8 8 4 4 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 Total Split (s) 34.0 34.0 34.0 34.0 34.0 26.0 26.0 26.0 26.0 Total Split (%) 56.7% 56.7% 56.7% 56.7% 56.7% 43.3% 43.3% 43.3% 43.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.3 2.3 2.3 2.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.3 6.3 Lead/Lag Lead -Lag Optimize? Recall Mode Max Max Max Max Max Max Max Max Max Intersection Summary Cycle Length: 60 Actuated Cycle Length: 60 Offset: 48 (80%), Referenced to phase 2:EBTL and 6:WBT, Start of Green Natural Cycle: 80 Control Type: Pretimed Splits and Phases: 20: N Miami Avenue & NW 20th Street I o2 (R) # 04 34 s 26 s I Oa 1- 1 o6 (R) 34 s I 26 s I K:1FTL_TPTO1043629001-Mana Wynwood SAP 1Calcs\SynchrolFuture Total AM.syn HCM 2010 Signalized Intersection Summary 20: N Miami Avenue & NW 20th Street Future Total A.M. Peak Hour k. 4\ t 4' Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 44 r 'F i* 4.4 41 Volume (veh/h) 89 403 310 0 554 181 277 318 16 190 1213 90 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj (kpbT) 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 Adj Sat Flow veh/hlln 186.3 186.3 186.3 0.0 186.3 186.3 190.0 186.3 190.0 190.0 186,3 190.0 Lanes 1 1 1 0 1 1 0 2 0 0 2 0 Cap, veh/h 275 869 736 0 869 737 120 525 27 163 644 50 Arrive On Green 0.47 0.47 0.47 0.00 0.47 0.47 0.33 0.33 0.33 0.33 0.33 0.33 Sat Flow, vehlh 693 1863 1576 0 1863 1578 0 1599 81 246 1962 152 Grp Volume(v), vehlh 94 424 326 0 583 191 292 0 352 529 0 1043 Grp Sat Flow(s),veh/h/in 693 1863 1576 0 1863 1578 0 0 1680 692 0 1668 Q Serve(g_s), s 7,3 9.4 8.3 0.0 14.6 4.4 0.0 0.0 10.7 9.0 0.0 19.7 Cycle Q Clear(g_c), s 21.9 9.4 8.3 0.0 14.6 4.4 19.7 0.0 10.7 19.7 0.0 19.7 Prop In Lane 1.00 1.00 0.00 1.00 1,00 0.05 0.38 0.09 Lane Grp Cap(c), veh/h 275 869 736 0 869 737 120 0 552 310 0 548 VIC Ratio(X) 0.34 0.49 0.44 0.00 0.67 0.26 2.43 0.00 0.64 1.71 0.00 1.90 Avail Cap(c_a), vehlh 275 869 736 0 869 737 120 0 552 310 0 548 HCM Platoon Ratio 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 Upstream Filter(I) 1,00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 20.9 11.0 10.8 0.0 12.4 9.7 30.0 0.0 17,1 26.0 0.0 20.2 Incr Delay (d2), slveh 3.4 2.0 1.9 0.0 4.1 0.9 669.5 0.0 5.6 331.8 0.0 413,8 Initial Q Delay(d3),slveh 0.0 0,0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %lie Back of Q (50%), vehlln 1,5 4.2 3.2 0.0 6.8 1.7 24.1 0.0 5,1 33.0 0.0 70.6 Lane Grp Delay (d), slveh 24.3 13.0 12.7 0,0 16.5 10.6 699.5 0.0 22,7 357.9 0.0 434.0 Lane Grp LOS C B B B B F C F F Approach Vol, vehlh 844 774 644 1572 Approach Delay, slveh 14.1 15.1 329.6 408.4 Approach LOS B B F F Timer Assigned Phs 2 6 8 4 Phs Duration (G+Y+Rc), s 34,0 34.0 26.0 26.0 Change Period (Y+Rc), s 6.0 6.0 6.3 6.3 Max Green Setting (Gmax), s 28.0 28.0 19.7 19.7 Max Q Clear Time (g_c+I1), s 23.9 16.6 21.7 21.7 Green Ext Time (p_c), s 1.4 2.2 0.0 0,0 intersection Summary HCM 2010 Ctrl Delay 228.9 HCM 2010LOS F Notes K:IFTL_TPTO1043629001-Mans Wynwood SAP\Calcs\Synchro\Future Total AM.syn HCM 2010 TWSC 23: NW 23rd Street & Internal Driveway Future Total A.M. Peak Hour Intersection Intersection Delay, slveh 4.1 Movement EBL EBT WBT WBR SBL SBR Voi, vehlh 14 52 129 152 126 39 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 0 Veh in Median Storage, # 0 0 - 0 - Grade, % 0 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvrnt Flow 15 57 140 165 137 42 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 305 0 - 0 310 223 Stage 1 - - 223 Stage 2 - - - - 87 Follow-up Headway 2.218 - - 3.518 3.318 Pot Capacity-1 Maneuver 1256 - - 682 817 Stage 1 - - 814 Stage 2 - - 936 Time blocked -Platoon, % - Mov Capacity-1 Maneuver 1256 674 817 Mov Capacity-2 Maneuver - 674 Stage 1 814 - Stage 2 - 925 - Approach EB WB SB HCM Control Delay, s 1.7 0 11.9 HCM LOS B Minor Lane / Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1256 - 703 HCM Lane V!C Ratio 0.012 - 0,255 HCM Control Delay (s) 7.901 0 - - 11.9 HCM Lane LOS A A B HCM 95th %tile Q(veh) 0.037 - - 1.012 Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:1FTL_TPTO1043629001-Mana Wynwood SAP1Calcs\SynchrolFuture Total AM.syn HCM 2010 TWSC 27: Internal Driveway & NW 24th Street Future Total A.M. Peak Hour Intersection Intersection Delay, slveh 7.6 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 33 36 129 29 98 68 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 0 Veh in Median Storage, # 0 - 0 0 Grade, % 0 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 36 39 140 32 107 74 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 75 0 367 Stage 1 - - 55 Stage 2 312 Follow-up Headway - 2.218 3.518 Pot Capacity-1 Maneuver - - 1524 633 Stage 1 - - - 968 Stage 2 - - 742 Time blocked -Platoon, % Mov Capacity-1 Maneuver - 1524 - 573 Mov Capacity-2 Maneuver - - 573 Stage 1 - - 968 Stage 2 - - 672 Approach HCM Control Delay, s HCM LOS EB 0 WB 6.2 Minor Lane / Major Mvmt NBLn1 EBT EBR WBL WBT NB 12 B 55 3.318 1012 1012 Capacity (veh/h) 697 - 1524 - HCM Lane WC Ratio 0.259 - 0.092 HCM Control Delay (s) 12 - - 7.601 0 HCM Lane LOS B A A HCM 95th %tile C1(veh) 1.031 0.303 Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:\FTL_TPT01043629001-Mans Wynwood SAP\CalcslSynchro\Future Total AM.syn HCM 2010 TWSC 39: NW 5th Place & NW 20th Street Future Total A.M. Peak Hour Intersection Intersection Delay, slveh 3.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, vehlh 102 839 39 8 498 128 23 6 9 50 13 63 Conflicting Peds, Or 2 0 6 6 0 2 5 0 1 1 0 5 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None - None - - None Storage Length 65 - - 65 - - Veh in Median Storage, # 0 0 - 0 0 Grade, % 0 - 0 - 0 0 Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvrnt Flow 109 893 41 9 530 136 24 6 10 53 14 67 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow Ali 671 0 0 939 0 0 1429 1823 478 1291 1776 344 Stage 1 - - - 1135 1135 - 620 620 - Stage 2 - - 294 688 - 671 1156 - Follow-up Headway 2.22 - 2.22 - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Capacity-1 Maneuver 915 - 726 95 76 534 121 82 652 Stage 1 - 215 275 442 478 Stage 2 - - 690 445 412 269 Time blocked -Platoon, % - - - Mov Capacity-1 Maneuver 910 - 722 - 71 66 529 103 71 646 Mov Capacity-2 Maneuver - 148 156 - 211 167 Stage 1 - - 188 241 - 387 470 Stage 2 - - 590 438 - 345 236 Approach HCM Control Delay, s HCM LOS EB 1 WB 0.1 NB SB 30.7 25.6 D D Minor Lane f Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (vehlh) 180 910 - 722 - 306 HCM Lane WC Ratio 0.225 0.119 - 0.012 - - 0.438 HCM Control Delay (s) 30.7 9.491 - 10.046 - - 25.6 HCM Lane LOS D A B D HCM 95th %tile Q(veh) 0.829 0.405 - - 0.036 2.128 Notes Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined KFTL_TPTO1043629001-Mana Wynwood SAP1Calcs\SynchrolFuture Total AM.syn HCM 2010 TWSC 40: NW 6th Avenue & NW 29th Street Future Total A.M. Peak Hour Intersection Intersection Delay, slveh 6.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, vehlh 27 655 135 9 361 6 93 15 7 1 16 9 Conflicting Peds, #Ihr 0 0 2 2 0 0 0 0 1 1 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None - - None - None Storage Length - - - - 0 Veh in Median Storage, # 0 0 - - 0 - 0 - Grade, % 0 - 0 - - 0 - 0 - Peak Hour Factor 84 84 84 84 84 84 84 84 84 84 84 84 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 32 780 161 11 430 7 111 18 8 1 19 11 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 438 0 0 941 0 0 1172 1384 473 920 1462 221 Stage 1 - - - 925 925 456 456 Stage 2 - - 247 459 - 464 1006 Follow-up Headway 2.22 - 2.22 - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Capacity-1 Maneuver 1118 - 724 - 148 142 538 226 128 783 Stage 1 - 290 346 554 567 Stage 2 - - - 735 565 548 317 Time blocked -Platoon, % Mov Capacity-1 Maneuver 1116 723 - 120 130 537 187 117 781 Mov Capacity-2 Maneuver 120 130 - 187 117 Stage 1 - 272 324 - 519 555 Stage 2 - - 685 553 - 477 297 Approach EB WB NB SB HCM Control Delay, s 0.4 0.3 63.9 31 HCM LOS F D Minor Lane 1 Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 120 137 1116 - - 723 - - 169 HCM Lane WC Ratio 0.615 0.461 0.029 - - 0.015 - 0.183 HCM Control Delay (s) 74.1 52 8.321 0.2 - 10.054 0.1 - 31 HCM Lane LOS F F A A B A D HCM 95th %tile Q(veh) 3.114 2.089 0.089 - 0.045 - 0.648 Notes 4 : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:1FTL_TPTO1043629001-Mana Wynwood SAPICalcs\SynchrolFuture Total AM.syn HCM 2010 TWSC 41: NW 5th Place & NW 21 st Terrace Future Total A.M. Peak Hour Intersection Intersection Delay, s/veh 7.3 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 3 53 105 1 64 70 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 0 Veh in Median Storage, # 0 - 0 0 Grade, % 0 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 3 58 114 1 70 76 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 61 0 261 32 Stage 1 - - 32 Stage 2 - - - 229 Follow-up Headway - - 2.218 - 3.518 3.318 Pot Capacity-1 Maneuver - 1542 - 728 1042 Stage 1 - - 991 Stage 2 - 809 Time blocked -Platoon, % - - Mov Capacity-1 Maneuver - 1542 - 674 1042 Mov Capacity-2 Maneuver - 674 Stage 1 - - - 991 Stage 2 749 Approach HCM Control Delay, s HCM LOS EB 0 WB 7.5 Minor Lane 1 Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (vehlh) 826 - 1542 - HCM Lane VIC Ratio 0.176 - 0.074 HCM Control Delay (s) 10.3 - 7.521 0 HCM Lane LOS B A A HCM 95th %tile Q(veh) 0.637 0.239 Notes NB 10.3 B : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error: Computation Not Defined K:FTL,TPT01043629001-Mana Wynwood SAPICalcs\SynchrolFuture Total AM.syn PM Peak Hour Timings I: NW 5th Avenue & NW 29th Street Future Total P.M. Peak Hour Lane Group EBL EBT WBL WBT NBU NBL NBT SBL SBT Lane Configurations 41, 4i 4.14 41 Volume (vph) 109 370 132 525 16 263 312 26 104 Turn Type Perm NA Perm NA Perm Perm NA Perm NA Protected Phases 6 2 4 8 Permitted Phases 6 2 4 4 8 Detector Phase 6 6 2 2 4 4 4 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 33.7 33.7 33.7 33.7 20.5 20.5 20.5 26.1 26.1 Total Split (s) 40.9 40.9 40.9 40.9 34.1 34.1 34.1 34.1 34.1 Total Split (%) 54.5% 54.5% 54.5% 54.5% 45.5% 45.5% 45.5% 45.5°/0 45.5% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 0.7 0.7 0.7 0.7 0.1 0.1 0.1 0.1 0.1 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.7 4.7 4.1 4.1 LeadiLag Lead -Lag Optimize? Recall Mode None None C-Min C-Min None None None None None Intersection Summary Cycle Length: 75 Actuated Cycle Length: 75 Offset: 0 (0%), Referenced to phase 2:WBTL, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 1: NW 5th Avenue & NW 29th Street P v2 (R) 1164 40.9 s 134ff.1 s --►p6 # 08 40,9s I 134.1s K:IFTL_TPTO1043629001-Mana Wynwood SAPICaIcs\Synchro\Future Total PM.syn HCM 2010 Signalized Intersection Summary 1: NW 5th Avenue & NW 29th Street Future Total P.M. Peak Hour it t Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NOR SBL SBT Lane Configurations 4t. 4 41 4T Volume (veh/h) 109 370 136 132 525 73 16 263 312 244 26 104 Number 1 6 16 5 2 12 7 4 14 3 8 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.99 1.00 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1,00 Adj Sat Flow vehlh/In 190.0 186.3 190.0 190.0 186.3 190.0 190.0 186.3 190.0 190.0 186.3 Lanes 0 2 0 0 2 0 0 2 0 0 2 Cap, vehlh 188 589 218 226 794 111 389 401 325 120 404 Arrive On Green 0.48 0.48 0.48 0.16 0.16 0.16 0.40 0.40 0.40 0.40 0.40 Sat Flow, vehlh 207 1220 452 305 1645 229 764 1002 813 126 1010 Grp Volume(v), veh/h 145 0 546 228 0 592 400 0 521 63 0 Grp Sat Flow(s),vehlh/In 266 0 1613 525 0 1654 1033 0 1546 422 0 0 Serve(g_s), s 10.6 0.0 19.8 14.4 0.0 25.6 23.0 0.0 22.9 1.2 0.0 Cycle Q Clear(g_c), s 36.2 0.0 19.8 34.2 0.0 25.6 28.9 0.0 22.9 24.1 0.0 Prop In Lane 0.84 0.28 0.65 0.14 0.74 0.53 0.46 Lane Grp Cap(c), vehlh 217 0 779 333 0 798 497 0 618 239 0 VIC Ratio(X) 0.67 0.00 0.70 0.69 0.00 0.74 0.81 0.00 0.84 0.27 0.00 Avail Cap(c_a), veh/h 217 0 779 333 0 798 497 0 618 239 0 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.48 0.00 0.48 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 30.8 0.0 15.2 37.4 0.0 27.1 25.1 0.0 20.4 16.9 0.0 Incr Delay (d2), s/veh 6.4 0.0 2.4 5.5 0.0 3.0 9.2 0.0 10.0 0.4 0.0 Initial Q Deiay(d3),slveh 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), veh!In 3.1 0.0 7.8 5.1 0.0 12.0 8.3 0.0 10.0 0,7 0.0 Lane Grp Delay (d), s/veh 37.2 0.0 17.6 42.9 0.0 30.1 34.2 0.0 30.4 17.4 0.0 Lane Grp LOS _ D B D C C C B Approach Vol, vehlh 691 820 921 242 Approach Delay, sfveh 21.7 33.7 32.0 16.0 Approach LOS C C C B Timer Assigned Phs 6 2 4 8 Phs Duration (G+Y+Rc), s 40.9 40.9 34.1 34.1 Change Period (Y+Rc), s 4.7 4.7 4.1 4.1 Max Green Setting (Gmax), s 36.2 36.2 30.0 30.0 Max Q Clear Time (g_c+11), s 38,2 36.2 30.9 26.1 Green Ext Time (p_c), s 0,0 0.0 0.0 2.2 Intersection Summary HCM 2010 Ctrl Delay 28.4 HCM 2010 LOS C Notes K:1FTL_TPT01043629001-Mana Wynwood SAPICalcs\Synchro\Future Total PM.syn Ti mings 2: NW 2nd Avenue & NW 29th Street Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 4 4 411) Volume (vph) 91 531 134 555 64 563 24 235 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 6 2 4 8 Permitted Phases 6 2 4 8 Detector Phase 6 6 2 2 4 4 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 33.1 33.1 33.1 33.1 24.2 24.2 24.2 24.2 Total Split (s) 46.0 46.0 46.0 46.0 29.0 29.0 29.0 29.0 Total Split (%) 61.3% 61.3% 61.3% 61.3a/0 38.7% 38.7% 38.7% 38.7% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.1 4.1 4.2 4.2 4.2 4.2 Lead/Lag Lead -Lag Optimize? Recall Mode C-Min C-Min C-Min C-Min None None None None Intersection Summary Future Total P.M, Peak Hour Cycle Length: 75 Actuated Cycle Length: 75 Offset: 40 (53%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 65 Control Type: Actuated -Coordinated 5plits and Phases: 2: NW 2nd Avenue & NW 29th Street t 04 11 2 (R) 46s I 29Is P -016 (R) T 08 46 s I _29 s I K:1FTL_TPTO1043629001-Mans Wynwood SAP\Calcs\Synchro\Future Total PM.syn HCM 2010 Signalized Intersection Summary 2: NW 2nd Avenue & NW 29th Street Future Total P.M. Peak Hour I Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +fib 4 vi T., 1 Volume (veh/h) 91 531 51 134 555 68 64 563 131 24 235 52 Number 1 6 16 5 2 12 7 4 14 3 8 18 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 0.99 0,98 1.00 0.98 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow veh/h/In 190.0 186.3 190.0 190.0 186.3 190.0 186.3 186.3 190.0 186.3 186.3 190.0 Lanes 0 2 0 0 2 0 1 1 0 1 1 0 Cap, vehlh 186 922 88 237 848 103 423 589 137 124 594 133 Arrive On Green 0.46 0.46 0.46 0.46 0.46 0.46 0.40 0.40 0.40 0.40 0.40 0.40 Sat Flow, veh/h 225 2001 191 321 1842 224 1067 1456 339 730 1470 328 Grp Valume(v), veh/h 234 0 460 263 0 517 66 0 715 25 0 296 Grp Sat Flow(s),veh/h/In 758 0 1660 733 0 1654 1067 0 1795 730 0 1798 Q Serve(g s), s 5.9 0.0 12.7 10.2 0.0 15,0 2.9 0.0 24,2 0.6 0.0 7.2 Cycle Q Clear(g_c), s 21.0 0.0 12.7 22.9 0.0 15.0 10.1 0.0 24.2 24.8 0.0 7.2 Prop In Lane 0.40 0.12 0.52 0.14 1.00 0.19 1.00 0.18 Lane Grp Cap(c), vehlh 431 0 765 427 0 762 423 0 726 124 0 726 V/C Ratio(X) 0.54 0.00 0.60 0.62 0.00 0.68 0.16 0.00 0,99 0.20 0.00 0.41 Avail Cap(c_a), veh/h 697 0 1134 674 0 1129 423 0 726 124 0 726 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.75 0.00 0,75 0.09 0.00 0.09 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), slveh 14.8 0.0 12.3 17.4 0.0 13.0 16.6 0.0 18.1 30.6 0.0 13.0 Incr Delay (d2), s/veh 3,7 0.0 2.6 0.6 0.0 0.5 0.1 0.0 29.6 0.6 0.0 0.3 Initial Q Delay(d3),s/veh 0,0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 %ile Back of Q (50%), vehlln 3.4 0.0 5.3 3.6 0.0 5,7 0.7 0.0 15.7 0.4 0.0 2.9 Lane Grp Delay (d), siveh 18.5 0.0 15.0 18.0 0.0 13.4 16.8 0.0 47.7 31.2 0.0 13.3 Lane Grp LOS B B B B B D C B Approach Vol, veh/h 694 780 781 321 Approach Delay, s!veh 16.2 15.0 45.1 14.7 Approach LOS B B D B Timer Assigned Phs 6 2 4 8 Phs Duration (G+Y+Rc), s 32.4 32.4 29.0 29.0 Change Period (Y+Rc), s 4.1 4.1 4.2 4.2 Max Green Setting (Gmax), s 41.9 41.9 24.8 24.8 Max Q Clear Time (g_c+11), s 23,0 24.9 26.2 26.8 Green Ext Time (p_c), s 3,4 3.3 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 24.4 HCM 2010 LOS C Notes K:IFTL_TPT01043629001-Mana Wynwood SAP 1Calcs\SynchrolFuture Total PM.syn Timings 3: N Miami Avenue & NW 29th Street/NE 29th Street 4- t Lane Group _ EBL EBT WBL WBT NBT SBT Lane Configurations +no 4'4 +t t Volume (vph) 228 434 109 456 1430 667 Turn Type Perm NA Perm NA NA NA Protected Phases 4 8 6 2 Permitted Phases 4 8 Detector Phase 4 4 8 8 6 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 24,0 24,0 24.0 24.0 24.0 24.0 Total Split (s) 54.0 54.0 54.0 54.0 96.0 96.0 Total Split (%) 36.0% 36,0% 36.0% 36.0% 64.0% 64.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6,0 6.0 6.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None C-Min C-Min Intersection Summary Cycle Length: 150 Actuated Cycle Length: 150 Offset: 88 (59%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 3: N Miami Avenue & NW 29th 5treet1NE 29th Street Future Total P.M. Peak Hour I T c 2 (R) 04 96s 1 54 s c6[R) F 08 96s I 1154s K:IFTL_TPTO1043629001-Mana Wynwood SAP 1Calcs\SynchrolFuture Total PM.syn HCM 2010 Signalized Intersection Summary 3: N Miami Avenue & NW 29th Street/NE 29th Street Future Total P.M. Peak Hour 4_ t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4t 44 ft ft+ Volume (vehlh) 228 434 52 109 456 151 0 1430 173 0 667 237 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Pod -Bike Adj(ApbT) 1.00 0.99 0.99 0.99 1.00 0.99 1.00 1.00 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow veh/h/In 190.0 186.3 190.0 190.0 186.3 190.0 0.0 186.3 190.0 0.0 186.3 190.0 Lanes 0 2 0 0 2 0 0 2 0 0 2 0 Cap, vehlh 189 593 71 171 662 217 0 1633 196 0 1314 467 Arrive On Green 0.80 0.80 0.80 0.40 0.40 0.40 0.00 0.50 0.50 0.00 0.50 0.50 Sat Flow, veh/h 324 1484 177 324 1656 544 0 3262 392 0 2624 932 Grp Volume(v), vehlh 233 0 496 279 0 451 0 827 809 0 483 440 Grp Sat Flow(s),vehlhlIn 324 0 1661 933 0 1591 0 1863 1791 0 1863 1694 Q Serve(g_s), s 19.5 0.0 17.9 19.1 0.0 28.5 0.0 47.9 49.5 0.0 21.0 21.0 Cycle Q Clear(g_c), s 48.0 0.0 17.9 37.0 0.0 28.5 0.0 47.9 49.5 0.0 21,0 21.0 Prop In Lane 1,00 0.11 0.40 0.34 0.00 0.22 0.00 0.55 Lane Grp Cap(c), vehlh 189 0 663 415 0 635 0 933 897 0 933 848 VFC Ratio(X) 1.23 0.00 0.75 0.67 0.00 0.71 0.00 0.89 0.90 0.00 0.52 0.52 Avail Cap(c_a), veh/h 189 0 663 415 0 635 0 1395 1341 0 1395 1269 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1,00 1.00 1.00 1,00 1.00 1.00 Upstream Filter(1) 0.65 0.00 0.65 1.00 0.00 1.00 0.00 0.09 0.09 0.00 1.00 1.00 Uniform Delay (d), slveh 29.4 0.0 9.1 36.6 0.0 30.2 0.0 26.9 27.3 0,0 20.2 20.2 Incr Delay (d2), slveh 130.2 0.0 2.9 4.0 0.0 3.4 0.0 1,3 1.6 0.0 2.1 2.3 Initial Q Delay(d3),slveh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), vehlln 12.2 0.0 3.9 8.3 0.0 12,1 0,0 22.2 22.0 0.0 10,1 9.2 Lane Grp Delay (d), slveh 159.6 0.0 12.0 40.5 0.0 33.7 0.0 28.3 28.9 0.0 22.3 22.5 Lane Grp LOS F B D C C C C C Approach Vol, vehlh 729 730 1636 923 Approach Delay, slveh 59.2 36.3 28.6 22.4 Approach LOS E D C C Timer Assigned Phs 4 8 6 2 Phs Duration (G+Y+Rc), s 54.0 54.0 66.2 66.2 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 48.0 48.0 90.0 90.0 Max Q Clear Time (g_c+I1), s 50.0 39.0 51.5 23.0 Green Ext Time (p_c), s 0.0 5.0 8.7 8.9 Intersection Summary HCM 2010 Ctrl Delay HCM 2010 LOS Notes 34.1 C K:1FTL_TPTO1043629001-Mana Wynwood SAP1Calcs\Synchro\Future Total PM.syn HCM 2010 TWSC 4: NW 5th Avenue & NW 25th Street Future Total P.M. Peak Hour Intersection Intersection Delay, s/veh 7.3 Movement WBL WBR NBT NBR SBL SBT Vol, vehlh 62 73 595 0 0 361 Conflicting Peds, #Ihr 11 3 0 10 10 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - Veh in Median Storage, # 0 0 - 0 Grade, % 0 0 0 Peak Hour Factor 86 86 86 86 86 86 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 72 85 692 0 0 420 MajorlMinor Minorl Majorl Major2 Conflicting Flow All 936 367 0 0 703 0 Stage 1 708 - - - - Stage2 228 - - - Follow-up Headway 3.52 3.32 - 2.22 Pot Capacity-1 Maneuver 264 630 - 890 Stage 1 449 Stage 2 788 Time blocked -Platoon, % Mov Capacity-1 Maneuver 259 619 883 Mov Capacity-2 Maneuver 259 Stage 1 445 Stage 2 781 - - - Approach HCM Control Delay, s HCM LOS WB 21.1 C NB 0 SB 14.1 Minor Lane I Major Mvmt NBU NBT NBR WBLn1 SBU SBL SBT Capacity (veh/h) - - 378 407 883 HCM Lane VIC Ratio - - 0.415 0.023 - HCM Control Delay (s) - - 21.1 - 14.1 14.1 HCM Lane LOS C B B HCM 95th %tile Q(veh) - - 1.988 0.07 0 Notes Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error: Computation Not Defined K:1FTL_TPT01043629001-Mana Wynwood SAP\Calcs\Synchro\Future Total PM.syn HCM 2010 TWSC 5: NW 2nd Avenue & NW 25th Street Future Total P.M. Peak Hour Intersection Intersection Delay, slveh 3.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 0 0 0 26 22 34 27 773 31 28 415 38 Conflicting Peds, #Jhr 38 0 18 18 0 38 149 0 48 48 0 149 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - None - None - None Storage Length - - - - - Veh in Median Storage, # - 0 0 - 0 - 0 Grade, % 0 - 0 - 0 0 Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 28 24 37 29 831 33 30 446 41 MajorlMinor Minorl Majorl Major2 Conflicting Flow All 1471 1491 1035 487 0 0 903 0 0 Stage 1 944 944 - Stage 2 527 547 - Follow-up Headway 3.518 4.018 3.318 2.218 - - 2.218 Pot Capacity-1 Maneuver 140 124 282 1076 - - 753 - Stage 1 378 341 - - - - Stage 2 592 517 - - - - Time blocked -Platoon, % - - Mov Capacity-1 Maneuver 105 # 0 239 942 - 660 - Mov Capacity-2 Maneuver 105 # 0 - - - Stage 1 344 # 0 - - - - Stage 2 486 # 0 - - - Approach WB NB SB HCM Control Delay, s HCM LOS 55.8 0.3 0.6 F Minor Lane / Major Mvmt NBL NBT NBR WBLn1 SBL SBT SBR Capacity (vehlh) 942 - 154 660 - HCM Lane WC Ratio 0.031 - 0.573 0.046 HCM Control Delay (s) 8.943 0 - 55.8 10.715 0 HCM Lane LOS A A F B A HCM 95th %tile Q(veh) 0.095 - 2,956 0,143 - Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:IFTL_TPTQ1043629001-Mana Wynwood SAPICalcs\Synchro\Future Total PM.syn HCM 2010 TWSC 6: NW 6th Avenue & NW 24th Street Future Total P.M. Peak Hour Intersection Intersection Delay, s/veh 3.4 Movement WBL WBR NBT NBR SBL SBT Vol, vehlh 54 61 173 37 32 102 Conflicting Peds, #Ihr 0 1 0 5 5 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - Veh in Median Storage, # 0 0 - 0 Grade, % 0 0 - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 59 66 188 40 35 111 Major/Minor Minorl Majorl Major2 Conflicting Flow All 389 214 0 0 229 0 Stage 1 209 - - Stage 2 180 - Follow-up Headway 3.518 3.318 - 2.218 Pot Capacity-1 Maneuver 615 826 - 1339 Stage 1 826 - Stage 2 851 - - Time blocked -Platoon, % Mov Capacity-1 Maneuver 595 822 - 1333 Mov Capacity-2 Maneuver 595 - - Stage 1 825 - - Stage 2 824 - - Approach HCM Control Delay, s HCM LOS Minor Lane l Major Mvmt WB 11.3 B NB 0 NBT NBR WBLn1 SBL SBT SB 1.9 Capacity (vehlh) HCM Lane VIC Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes 697 1333 0.179 0.026 11.3 7.773 0 B A A 0.65 0.08 Volume Exceeds Capacity; £ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:IFTL_TPTO1043629001-Mana Wynwood SAPtCalcs\Synchro\Future Total PM.syn HCM 2010 TWSC 7: NW 5th Avenue & NW 24th Street Future Total P.M. Peak Hour Intersection Intersection Delay, s/veh 6.3 Movement EBL EBT EBR WBL WBT WBR NBL NOT NBR SBL SBT SBR Vol, veh/h 175 6 7 0 0 0 57 373 35 27 184 118 Conflicting Peds, #Ihr 15 0 6 6 0 15 8 0 4 4 0 8 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channefized - None - - None - None - - None Storage Length - - Veh in Median Storage, # 0 0 - 0 0 - Grade, % 0 - 0 - 0 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, %0 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 190 7 8 0 0 0 62 405 38 29 200 128 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 717 957 187 343 0 0 443 0 0 Stage 1 390 390 - Stage 2 327 567 - - - Follow-up Headway 3.52 4.02 3.32 2.22 - 2.22 Pot Capacity-1 Maneuver 364 256 823 1213 - 1113 Stage 1 653 606 - Stage 2 703 505 - - Time blocked -Platoon, % Mov Capacity-1 Maneuver 330 # 0 807 1205 - 1106 Mov Capacity-2 Maneuver 330 # 0 Stage 1 645 # 0 - - Stage 2 646 # 0 - Approach HCM Control Delay, s HCM LOS EB 30.7 D NB 1.2 Minor Lane / Major Mvmt NBL NOT NBR EBLn1 SBU SBL SBT SBR Capacity (veh/h) 1205 - 338 - 1106 HCM Lane VIC Ratio 0.051 - 0.605 - 0.027 HCM Control Delay (s) 8.149 0.2 - 30.7 - HCM Lane LOS A A D HCM 95th %tile Q(veh) 0.162 - 3.747 - 0.082 Notes SB 0 : Volume Exceeds Capacity; $ ; Delay Exceeds 300 Seconds; Error : Computation Not Defined K:\FTL_TPTO1043629001-Mana Wynwood SAP1Calcs\Synchro\Future Total PM.syn HCM 2010 TWSC 8: NW 2nd Avenue & NW 24th Street Future Total P.M. Peak Hour Intersection Intersection Delay, slveh 2.3 Movement EBL EBR NBL NBT SBT SBR Vol, vehlh 39 76 0 802 439 0 Conflicting Peds, #!hr 1 2 126 0 0 126 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - Veh in Median Storage, # 0 0 0 Grade, % 0 - 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 42 83 0 872 477 0 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 1351 606 479 0 0 Stage 1 479 - Stage 2 872 - Follow-up Headway 3.518 3.318 2.218 Pot Capacity-1 Maneuver 166 497 1083 - Stage 1 623 - - Stage 2 409 - - Time blocked -Platoon, % - Mov Capacity-1 Maneuver 165 444 969 - Mov Capacity-2 Maneuver 165 - Stage 1 622 - Stage 2 408 Approach EB NB SB HCM Control Delay, s 27.5 0 0 HCM LOS D Minor Lane l Major Mvmt NBU NBL NBT EBLn1 SBT SBR Capacity (vehlh) - 969 282 HCM Lane WC Ratio - 0,443 HCM Control Delay (s) - - 27,5 HCM Lane LOS D HCM 95th %tile Q(veh) - 0 2.152 Notes Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:1FTL_TPTO\043629001-Mana Wynwood SAP\Calcs\Synchro\Future Total PM.syn HCM 2010 TWSC 11: NW 5th Avenue & NW 23rd Street (North) Future Total P.M. Peak Hour Intersection Intersection Delay, slveh 6.1 Movement WBL WBR NBT NBR SBL SBT Vol, vehth 11 249 209 0 80 98 Conflicting Peds, #!hr 3 13 0 9 9 0 Sign Control Stop Stop Free Free Free Free RT Channe[ized - None - None - None Storage Length 0 - - Veh in Median Storage, # 0 0 - - 0 Grade, % 0 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 12 271 227 0 87 107 Major/Minor Minorl Majorl Major2 Conflicting Flow All 489 136 0 0 240 0 Stage 1 242 - Stage 2 247 - Follow-up Headway 3.52 3.32 - - 2.22 Pot Capacity-1 Maneuver 508 888 - - 1324 Stage 1 776 Stage 2 771 Time blocked -Platoon, % - Mov Capacity-1 Maneuver 499 872 - - 1314 Mov Capacity-2 Maneuver 499 Stage 1 768 Stage 2 765 Approach HCM Control Delay, s HCM LOS Minor Lane! Major Mvmt WB 11.4 B NB 0 SB 5.7 NBU NBT NBR WBLn1 SBU SBL SBT Capacity (vehlh) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes 845 496 1314 - 0.334 0.02 0.066 - 11.4 - 8.5 3.2 B A A 1.477 0.06 0.212 Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:FTL_TPTO1043629001-Mana Wynwood SAPICalcs\SynchrolFuture Total PM.syn HCM 2010 TWSC 12: NW 2nd Avenue & NW 23rd Street Future Total P.M. Peak Hour Intersection Intersection Delay, slveh 586.9 Movement EBL EBR NBL NBT SBT SBR Vol, vehlh 98 403 312 712 359 115 Conflicting Peds, #fhr 0 0 38 0 0 38 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, %© 2 2 2 2 2 2 Mvmt Flow 113 463 359 818 413 132 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 2015 517 545 0 - 0 Stage 1 479 - - - Stage 2 1536 - - - Follow-up Headway 3.518 3.318 2.218 Pot Capacity-1 Maneuver # 64 558 1024 Stage 1 623 - Stage 2 196 - Time blocked -Platoon, % Mov Capacity-1 Maneuver # 22 540 992 Mov Capacity-2 Maneuver # 22 - - - - - Stage 1 623 - - - Stage 2 # 66 - Approach EB NB SB HCM Control Delay, s $ 2336 3.3 0 HCM LOS F Manor Lane! Major Mvmt NBL NBT EBLn1 SBU SBT SBR Capacity (veh/h) 992 - 96 HCM Lane VIC Ratio 0.362 - 5.999 HCM Control Delay (s) 10.669 0 $ 2336 HCM Lane LOS B A F HCM 95th %tile Q(veh) 1.664 - 63.389 Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:IFTL_TPTO1043629001-Mana Wynwood SAP 1Calcs\Synchro\Future Total PM.syn HCM 2010 TWSC 13: NW 6th Avenue & NW 23rd Street Future Total P.M. Peak Hour Intersection Intersection Delay, slveh 2.9 Movement WBL WBR NBT NBR SBL SBT Vol, vehlh 32 46 184 14 50 121 Conflicting Peds, #1hr 0 0 0 1 1 0 Sign Control Stop Stop Free Free Free Free RT Channelized None - None - None Storage Length 0 - - Veh in Median Storage, # 0 0 - - 0 Grade, % 0 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 38 54 216 16 59 142 Major/Minor Minorl Majorl Major2 Conflicting Flow All 485 226 0 0 233 0 Stage 1 225 - Stage 2 260 - - Follow-up Headway 3.518 3.318 - - 2.218 Pot Capacity-1 Maneuver 541 813 - - 1335 Stage 1 812 - - Stage 2 783 - - Time blocked -Platoon, Mov Capacity-1 Maneuver 515 812 - - 1334 Mov Capacity-2 Maneuver 515 - Stage 1 812 - - Stage 2 745 - - Approach HCM Control Delay, s HCM LOS WB 11.4 B NB 0 Minor Lane I Major Mvmt NBT NBR WBLn1 SBL SBT Capacity (veh/h) 657 1334 HCM Lane VIC Ratio - 0.14 0.044 HCM Control Delay (s) 11.4 7.823 0 HCM Lane LOS B A A HCM 95th %tile Q(veh) 0.484 0.138 Notes SB 2.3 : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:1FTL_TPTO1043629001-Mana Wynwood SAP ICalcs\Synchro\Future Total PM.syn HCM 2010 TWSC 14: NW 5th Avenue & NW 23rd Street Future Total P.M. Peak Hour Intersection Intersection Delay, s/veh 11.5 Movement EBL EBR NBL NBT SBT SBR Vol, vehlh 24 514 210 188 100 37 Conflicting Peds, #/hr 0 0 19 0 0 19 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - Veh in Medan Storage, # 0 - - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 26 559 228 204 109 40 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 790 148 149 0 - 0 Stage 1 129 - - Stage 2 661 - - Follow-up Headway 3.518 3.318 2.218 - Pot Capacity-1 Maneuver 359 899 1432 - Stage 1 897 Stage 2 514 - Time blocked -Platoon, % Mov Capacity-1 Maneuver 293 885 1409 Mov Capacity-2 Maneuver 293 - Stage 1 897 - - Stage 2 420 - - Approach EB HCM Control Delay, s 20 HCM LOS C NB 4.2 Minor Lane / Major Mvmt NBL NBT EBLn1 SBU SBT SSR Capacity (vehlh) 1409 - 812 HCM Lane WC Ratio 0,162 - 0.72 HCM Control Delay (s) 8.048 0 20 HCM Lane LOS A A C HCM 95th %tile Q(veh) 0,578 - 6.316 Notes Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined SB 0 K:1FTL_TPTO1043629001-Mana Wynwood SAP\Calcs\Synchro\Future Total PM.syn HCM 2010 TWSC 15: NW 3rd Avenue & NW 22nd Street Future Total P.M. Peak Hour Intersection Intersection Delay, slveh 34.3 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 141 531 125 95 298 109 Conflicting Peds, #/hr 0 6 6 0 9 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 100 0 Veh in Median Storage, # 0 - 0 0 Grade. % 0 - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 153 577 136 103 324 118 Major/Minor Majort Major2 Minorl Conflicting Flow All 0 0 739 0 826 457 Stage 1 - - 451 - Stage 2 - - 375 - Foilow-up Headway - 2.218 - 3.518 3.318 Pot Capacity-1 Maneuver - - 867 - 342 604 Stagel - - - 642 - Stage 2 - - - - 695 - Time blocked -Platoon, °l° Mov Capacity-1 Maneuver 863 - # 281 596 Mov Capacity-2 Maneuver - # 281 - Stage 1 - 637 Stage 2 - 576 Approach HCM Control Delay, s HCM LOS EB 0 WB 5.7 NB 106.3 F Minor Lane l Major Mvmt NBLn1 NBLn2 EBT EBR WBL WBT Capacity (vehlh) 281 596 - 863 - HCM Lane V/C Ratio 1.153 0.199 - 0.157 HCM Control Delay (s) 140.6 12,5 - 9.949 0 HCM Lane LOS F B A A HCM 95th %tile Q(veh) 14.025 0.735 - 0.557 - Notes Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:IFTL_TPTO1043629001-Mana Wynwood SAPICalcs\Synchro\Future Total PM.syn HCM 2010 TWSC 16: NW 2nd Avenue & NW 22nd Street Future Total P.M. Peak Hour Intersection intersection Delay, slveh 58.5 Movement EBL EBR NBL NBT SBT SBR Vol, vehfh 255 86 43 501 409 133 Conflicting Peds. #/hr 3 0 24 0 0 24 Sign Control Stop Stop Free Free Free Free RT Channelized None - None - None Storage Length 100 0 - Veh in Median Storage, # 0 - 0 0 Grade, % 0 0 0 Peak Hour Factor 88 88 88 88 88 88 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 290 98 49 569 465 151 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 1210 567 619 0 - 0 Stage 1 543 - - Stage 2 667 - Follow-up Headway 3,518 3.318 2.218 - Pot Capacity-1 Maneuver # 202 523 961 - Stage 1 582 - - - Stage 2 510 - Time blocked -Platoon, % - Mov Capacity-1 Maneuver # 186 511 942 - Mov Capacity-2 Maneuver # 186 - - Stage 1 581 - - - Stage 2 470 - - Approach EB NB SB HCM Control Delay, s 243.6 0.7 0 HCM LOS F Minor Lane / Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 942 - 186 511 HCM Lane VIC Ratio 0.052 - 1.558 0,191 HCM Control Delay (s) 9.031 0 $ 321.1 13.7 HCM Lane LOS A A F B HCM 95th %tile Q(veh) 0.164 - 18.763 0.7 Notes : Volume Exceeds Capacity; $ ; Delay Exceeds 300 Seconds; Error : Computation Not Defined K:\FTL_TPTO\043629001-Mana Wynwood SAP1Calcs\Synchro\Future Total PM.syn Timings Future Total Optimized Improvements 17: NW 3rd Avenue & NW 20th Street P.M. Peak Hour ,- t Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations f t+ 4 I '' to Volume (vph) 172 593 97 620 153 113 214 281 117 Turn Type pm+pt NA pm+pt NA Perm NA Perm pm+pt NA Protected Phases 1 6 5 2 4 3 8 Permitted Phases 6 2 4 4 8 Detector Phase 1 6 5 2 4 4 4 3 8 Switch Phase Minimum Initial (s) 4,0 7.0 4.0 7.0 7.0 7.0 7.0 4.0 7.0 Minimum Split (s) 8.0 28.0 8,0 28.0 24.4 24.4 24.4 8.0 24.4 Total Split (s) 13.0 36.0 10.0 33.0 34.0 34.0 34.0 10.0 44.0 Total Split (%) 14.4% 40.0°/0 11.1 % 36.7% 37.8% 37.8% 37.8% 11.1% 48.9% Yellow Time (s) 3.0 4.0 3.0 4.0 4.0 4.0 4.0 3.0 4,0 All -Red Time (s) 0.0 2.0 0.0 2.0 2.4 2.4 2.4 0.0 2.4 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.0 6.0 3.0 6.0 6.4 6.4 3.0 6,4 LeadlLag Lead Lag Lead Lag Lag Lag Lag Lead Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Min None C-Min None None None None None Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 75 Control Type: Actuated -Coordinated Splits and Phases: 17: NW 3rd Avenue & NW 20th Street f411-}- ol I 02 (R) 03 o4 13 s 33 s 10s 34 s 1.;35 06 (R) 7 Cho 10s 1 36s I 44s I r K:IFTL_TPTO1043629001-Mann Wynwood SAP1Calcs\Synchro\Future Total PM_opt Improvements.syn HCM 2010 Signalized Intersection Summary Future Total Optimized Improvements 17: NW 3rd Avenue & NW 20th Street P.M. Peak Hour 4- k t ' Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations "j lhls ' +T. 4 r ' A Volume (vehlh) 172 593 30 97 620 163 153 113 214 281 117 267 Number 1 6 16 5 2 12 7 4 14 3 8 18 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.99 0.92 0.97 0.95 0.99 0.99 1.00 0.99 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow vehlhlln 186.3 186.3 190.0 186.3 186.3 190.0 190.0 186.3 186.3 186.3 186.3 190.0 Lanes 1 2 0 1 2 0 0 1 1 1 1 0 Cap, vehlh 276 1135 57 308 821 215 222 123 499 227 218 499 Arrive On Green 0.09 0.32 0.32 0.02 0.10 0.10 0.32 0.32 0.32 0.08 0.44 0,44 Sat Flow, vehlh 1774 3503 174 1774 2811 737 490 383 1561 1774 500 1146 Grp Valume(v), veh/h 198 362 354 111 472 428 306 0 246 323 0 441 Grp Sat Flow(s),vehlhlln 1774 1863 1814 1774 1863 1685 873 0 1561 1774 0 1646 Q Serve(g_s), s 6.1 14.1 14.1 3.7 21.6 21.6 19.8 0.0 11.0 7.0 0.0 17.8 Cycle Q Clear(g_c), s 6.1 14.1 14.1 3.7 21.6 21.6 27.6 0.0 11.0 7.0 0.0 17.8 Prop In Lane 1.00 0.10 1.00 0.44 0.58 1.00 1.00 0.70 Lane Grp Cap(c), vehlh 276 604 588 308 544 492 345 0 499 227 0 717 V/C Ratio(X) 0.72 0.60 0.60 0.36 0.87 0.87 0.89 0.00 0.49 1.42 0.00 0.61 Avaii Cap(c_a), vehlh 314 647 631 342 583 527 345 0 499 227 0 717 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.29 0.29 0.29 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 20.2 24.5 24,5 21.0 37.4 37.4 33.7 0.0 23.7 22.2 0.0 18.8 Incr Delay (d2), s/veh 6.6 4.4 4,5 0.2 5.8 6.3 22.5 0.0 0.3 213.3 0.0 1.2 Initial Q Delay(d3),slveh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 °/vile Back of Q (50%), veh/In 4.8 7.2 7.0 1.7 11.9 10.8 8.8 0.0 4.2 18.5 0.0 7.2 Lane Grp Delay (d), s/veh 26.8 28.9 29.0 21.2 43.1 43.7 56.3 0.0 24,0 235.5 0.0 19,9 Lane Grp LOS CCCCDDE C F B Approach Vol, vehlh 914 1011 552 764 Approach Delay, s/veh 28.5 41.0 41.9 111.1 Approach LOS C D D F Tinier Assigned Phs 1 6 5 2 4 3 8 Phs Duration (G+Y+Rc), s 11.1 34.0 8.3 31.2 34.0 10.0 44.0 Change Period (Y+Rc), s 3.0 6.0 3.0 6.0 6.4 3.0 6.4 Max Green Setting (Gmax), s 10,0 30.0 7.0 27.0 27.6 7.0 37.6 Max Q Clear Time (g_c+I1 ), s 8.1 16.1 5.7 23.6 29.6 9.0 19.8 Green Ext Time (p_c), s 0.1 3.5 0.0 1.6 0.0 0.0 3.5 Intersection Summary HCM 2010 Ctrl Delay 54.1 HCM 2010 LOS D Notes K:1FTL_TPT01043629001-Mana Wynwood SAPICaIcs\Synchro\Future Total PM_opt Improvements.syn Timings 17: NW 3rd Avenue & NW 20th Street * Lane Group EBL EBT WEL WBT NBL NBT NBR SBL SBT Future Total P.M. Peak Hour Lane Configurations 114 11 Ili Volume (vph) 172 593 97 620 153 113 214 281 117 Turn Type Perm NA Perm NA Perm NA Perm Perm NA Protected Phases 6 2 4 8 Permitted Phases 6 2 4 4 8 Detector Phase 6 6 2 2 4 4 4 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 28.0 28.0 28.0 28.0 24.4 24.4 24.4 24.4 24.4 Total Split (s) 45.6 45.6 45.6 45.6 44.4 44.4 44.4 44.4 44.4 Total Split (%) 50.7°/0 50.7% 50.7% 50.7% 49.3% 49.3%0 49.3% 49.3% 49.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4,0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.4 2.4 2.4 2.4 2.4 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.4 6.4 6.4 LeadlLag Lead -Lag Optimize? Recall Mode C-Min C-Min C-Min C-Min None None None None None Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0°/0), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 75 Control Type: Actuated -Coordinated Solits and Phases: 17: NW 3rd Avenue & NW 20th Street 1' 04 ft o2(R) -15,6 s 44.4 s t, a sib (R) } ■; 08 45,6 s I 44.4s I 11 K:IFTL_TPT01043629001-Mana Wynwood SAP1Calcs\Synchro\Future Total PM.syn HCIVI 2010 Signalized Intersection Summary 17: NW 3rd Avenue & NW 20th Street Future Total P.M. Peak Hour .4- Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 15 f 15 t1 4 r 4. Volume (vehlh) 172 593 30 97 620 163 153 113 214 281 117 267 Number 1 6 16 5 2 12 7 4 14 3 8 18 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0,99 0.94 0.98 0.94 1.00 0.99 1.00 0.99 Parking Bus Adj 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow vehlhlln 186.3 186,3 190.0 186.3 186.3 190.0 190.0 186.3 186.3 190.0 186.3 190.0 Lanes 1 2 0 1 2 0 0 1 1 0 1 0 Cap,vehlh 204 1543 77 299 1235 324 309 202 661 163 44 101 Arrive On Green 0.44 0.44 0.44 0.15 0.15 0.15 0.42 0.42 0.42 0.42 0,42 0,42 Sat Flow, vehlh 609 3507 175 719 2807 736 584 478 1566 250 104 238 Grp Volume(v), veh/h 198 362 354 111 473 427 306 0 246 764 0 0 Grp Sat Flow(s),veh/h/In 609 1863 1819 719 1863 1680 1062 0 1566 592 0 0 Q Serve(g_s), s 18.3 12.2 12.2 13.2 21.3 21.3 0.0 0.0 9.7 17.4 0.0 0.0 Cycle Q Clear(g c), s 39,6 12.2 12.2 25.4 21.3 21.3 20.6 0.0 9.7 38.0 0.0 0.0 Prop In Lane 1,00 0.10 1.00 0.44 0.58 1.00 0.42 0.40 Lane Grp Cap(c), veh/h 204 820 800 299 820 739 511 0 661 307 0 0 VIC Ratio(X) 0,97 0.44 0.44 0.37 0.58 0,58 0.60 0.00 0.37 2.49 0.00 0.00 Avail Cap(c_a), vehfh 204 820 800 299 820 739 511 0 661 307 0 0 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 1,00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.80 0.80 0.80 1.00 0.00 1.00 1.00 0,00 0.00 Uniform Delay (d), slveh 39.3 17,5 17.5 38.1 30.7 30.7 20.7 0.0 17.8 37.9 0.0 0.0 Incr Delay (d2), slveh 56.4 1.7 1.8 2.8 2.4 2.6 1.4 0.0 0.1 679.5 0.0 0.0 initial Q Delay(d3),slveh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Voile Back of Q (50%), vehlin 7.7 5.8 5,7 2.8 11.3 10.3 5,5 0.0 3.6 64,9 0.0 0.0 Lane Grp Delay (d), slveh 95.7 19.2 19.3 41.0 33.0 33.3 22.0 0.0 18.0 717.4 0.0 0.0 Lane Grp LOS F B BD CCC B F Approach Vol, vehlh 914 1011 552 764 Approach Delay, slveh 35.8 34.0 20.2 717.4 Approach LOS D C C F Timer Assigned Phs 6 2 4 8 Phs Duration (G+Y+Rc), s 45.6 45.6 44.4 44,4 Change Period (Y+Rc), s 6.0 6.0 6.4 6.4 Max Green Setting (Gmax), s 39.6 39.6 38.0 38.0 Max Q Clear Time (g_c+I1), s 41.6 27.4 22.6 40.0 Green Ext Time (p_c), s 0.0 3.4 5.2 0.0 Intersection Summary HCM 2010 Ctrl Delay 193.3 HCM 2010 LOS F Notes K:1FTL_TPT01043629001-Mana Wynwood SAP 1Calcs\Synchro\Future Total PM.syn Timings Future Total Optimized Improvements 18: NW 20th Street & NW 2nd Avenue P.M. Peak Hour Lane Group EBL EBT WBT SBL SBT 06 07 Lane Configurations {' fir f #r Volume (vph) 179 736 724 351 2 Turn Type pm+pt NA NA Perm NA Protected Phases 2 5 1 3 6 7 Permitted Phases 5 3 Detector Phase 2 5 1 3 3 Switch Phase Minimum Initial (s) 4.0 7.0 7.0 7.0 7.0 7.0 4.0 Minimum Split (s) 20.0 27.0 27.0 30.0 30.0 27.0 10.4 Total Split (s) 21.0 33.0 39.0 30.0 30.0 27.0 30.0 Total Split (%) 23.3% 36.7% 43.3% 33.3% 33.3% 30% 33% Yellow Time (s) 3.5 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 0.5 2.0 2.0 2.4 2.4 2.4 2.4 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 6.0 6.0 6.4 6.4 Lead/Lag Lead Lag Lag Lead Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode Max Max Max Max Max Max Max Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 1:WBT and 5:EBTL, Start of Green Natural Cycle: 85 Control Type: Pretimed Splits and Phases: 18: NW 20th Street & NW 2nd Avenue =18 s 02 #18 1,z) `18 1 o3 21s 39s I 30s =19 06 #18 #19 05 (1t) #19 o 7 '-"II" 27 s 1 33 s 30 s I U I(:\FTL_TPTO1043629001-Mans Wynwood SAP\Calcs\Synchro\Future Total PM_opt Improvements.syn HCM Signalized Intersection Capacity Analysis Future Total Optimized improvements P.M. Peak Hour 18: NW 20th Street & NW 2nd Avenue Movement EBL EBT Lane Configurations 'no Volume (vph) 179 736 Ideal Flow (vphpl) 1900 1900 Total Lost time (s) 4.0 6.0 Lane Util. Factor 1.00 0.95 Frpb, pedlbikes 1.00 0,98 Fipb, pedlbikes 1.00 1.00 Frt 1.00 0.97 Flt Protected 0.95 1.00 Satd. Flow (prot) 1765 3372 Flt Permitted 0.15 1.00 Satd. Flow (perm) 275 3372 Peak -hour factor, PHF 0.88 0,88 Adj. Flow (vph) 203 836 RTOR Reduction (vph) 0 19 Lane Group Flow (vph) 203 985 Confl. Reds. (#/hr) 89 Turn Type pm+pt NA Protected Phases 2 5 Permitted Phases 5 Actuated Green, G (s) 44.0 27.0 Effective Green, g (s) 44.0 27.0 Actuated g/C Ratio 0.49 0.30 Clearance Time (s) 4.0 6.0 Lane Grp Cap (vph) 415 1011 vls Ratio Prot c0.09 0.29 v/s Ratio Perm 0.15 v/c Ratio 0.49 0.97 Uniform Delay, d1 15.2 31.2 Progression Factor 1.40 0.73 Incremental Delay, d2 3.3 20.1 Delay (s) 24.6 42.9 Level of Service C D Approach Delay (s) 39.8 Approach LOS D Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group EBR WBL 148 0 1900 1900 0.88 0.88 168 0 0 0 0 0 55 55 30.8 0.82 90.0 72.6% 15 a-- t WBT WBR NBL NBT NBR SBL SBT SBR +I. 'i A 724 253 0 0 0 351 2 179 1900 1900 1900 1900 1900 1900 1900 1900 6.0 6.4 6.4 0.95 1.00 1.00 0.95 1.00 0.98 1.00 0.99 1.00 0.96 1.00 0.85 1.00 0.95 1.00 3219 1759 1553 1.00 0.95 1.00 3219 1759 1553 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 823 288 0 0 0 399 2 203 39 0 0 0 0 0 150 0 1072 0 0 0 0 399 55 0 89 8 5 5 8 NA Perm NA 1 3 3 33.0 23.6 23.6 33.0 23.6 23.6 0.37 0.26 0.26 6.0 6.4 6.4 1180 461 407 c0.33 0.04 c0.23 0.91 0.87 0.14 27.1 31.7 25.4 0.30 1.00 1.00 6.5 19.1 0.7 14.7 50.8 26,1 B D C 14.7 0.0 42.4 B A D HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service 18.8 K:IFTL_TPTO1043629001-Mana Wynwood SAP 1Calcs\SynchrolFuture Total PM_opt Improvements.syn Timings 18: NW 20th Street & NW 2nd Avenue Future Total P.M. Peak Hour -" T Lane Group EBL EBT WBT SBL SBT 06 07 Lane Configurations 44t+ ' t Volume (vph) 179 736 724 351 2 Turn Type Perm NA NA Perm NA Protected Phases 5 1 3 6 7 Permitted Phases 5 3 Detector Phase 5 5 1 3 3 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 4.0 Minimum Split (s) 27.0 27.0 27.0 30.0 30.0 27.0 10.4 Total Split (s) 33.0 33.0 60.0 30.0 30.0 27.0 30.0 Total Split (%) 36.7% 36.7% 66.7% 33.3% 33.3% 30% 33% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.4 2.4 2.4 2.4 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.4 6.4 Lead/Lag Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Recall Mode Max Max Max Max Max Max Max Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 78 (87%), Referenced to phase 1:WBT and 5:EBTL, Start of Green Natural Cycle: 145 Control Type: Pretimed Splits and Phases: 18: NW 20th Street & NW 2nd Avenue 1841- =18 $ 03 [ 1(R) 60s 30s 18 19 :19 lab 19 -407 1 -MP o5(R) 33 s 27 s 30 s K:1FTL_TPT01043629001-Marra Wynwood SAP\Caics\Synchro\Future Total PM.syn HCM Signalized Intersection Capacity Analysis 18: NW 20th Street & NW 2nd Avenue Future Total P.M. Peak Hour Movement EBL Lane Configurations Volume (vph) Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frpb, pedlbikes Flpb. pedlbikes Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Confl. Peds. (#/hr) Turn Type Protected Phases Permitted Phases 5 Actuated Green, G (s) 27.0 Effective Green, g (s) 27.0 Actuated gIC Ratio 0.30 Clearance Time (s) 6.0 Lane Grp Cap (vph) 80 vls Ratio Prot vls Ratio Perm c0.75 vlc Ratio 2.54 Uniform Delay, d1 31.5 Progression Factor 1.18 Incremental Delay, d2 716.3 Delay (s) 753.4 Level of Service F Approach Delay (s) Approach LOS Intersection Summary HCM 2000 Control Delay HCM 2000 Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group ' 4- EBT EBR WBL WBT WBR NBL NBT NBR +t 179 736 1900 1900 6.0 6.0 1.00 0.95 1.00 0.98 0.97 1.00 1.00 0.97 0.95 1.00 1717 3372 0.15 1.00 269 3372 0.88 0.88 203 836 0 19 203 985 89 Perm NA 5 27.0 27.0 0.30 6.0 1011 0.29 0.97 31.2 1.18 18.0 54.7 D 172.2 F 148 0 1900 1900 0.88 0.88 168 0 0 0 0 0 55 55 80.7 1.42 90.0 74.3% 15 44). 724 1900 6.0 0.95 0.95 1.00 0.96 1.00 3219 1.00 3219 0.88 823 39 1072 NA 1 54.0 54.0 0.60 6.0 1931 c0.33 0.56 10.8 0.09 0.6 1.6 A 1.6 A 253 0 0 0 1900 1900 1900 1900 0.88 0.88 0.88 0.88 288 0 0 0 0 0 0 0 0 0 0 0 89 8 5 HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service 0.0 A F 18.8 SBL SBT SBR 351 2 179 1900 1900 1900 6.4 6.4 1.00 1.00 1.00 0.98 0.99 1.00 1.00 0.85 0.95 1.00 1759 1553 0.95 1.00 1759 1553 0.88 0.88 0.88 399 2 203 0 89 0 399 116 0 5 8 Perm NA 3 3 23.6 23.6 23.6 23.6 0.26 0.26 6.4 6.4 461 407 0.08 c0.23 0.87 0.29 31.7 26.5 1,00 1.00 19,1 1.8 50,8 28.2 D C 43,1 D K:IFTL_TPTO1043629001-Marra Wynwood SAPICalcs\SynchrolFuture Total PM.syn Timings 19: NW 1st Place & NW 20th Street Future Total P.M. Peak Hour Lane Group EBL EBT WBT NBL NBT 01 03 07 Lane Configurations ++ +14 'ht* Volume (vph) 5 1088 820 161 34 Turn Type Perm NA NA Perm NA Protected Phases 5 7 5 6 1 3 7 Permitted Phases 5 7 6 Detector Phase 5 7 5 7 5 6 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7,0 4.0 Minimum Split (s) 27.0 27.0 27.0 27.0 30.0 10.4 Total Split (s) 33.0 27.0 27.0 60.0 30.0 30.0 Total Split (%o) 36.7% 30.0% 30.0% 67% 33% 33% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.4 2.4 2.0 2.4 2.4 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.4 6.4 Lead/Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Recall Mode Max Max Max Max Max Max Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 78 (87%), Referenced to phase 1:WBT and 5:EBTL, Start of Green Natural Cycle: 145 Control Type: Pretimed Splits and Phases: 19: NW 1st Place & NW 20th Street T13 18 * 03 IIa1(R) 6Ds 30s 18 19 19 �06 # 19 "407 ' c35 (R) 33s 27s 30s K:IFTL_TPT01043629001-Mana Wynwood SAP\Calcs\Synchro\Future Total PM.syn HCM Signalized Intersection Capacity Analysis 19: NW 1st Place & NW 20th Street Future Total P.M. Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt +I 11 I+ Volume (vph) 5 1088 0 0 820 10 161 34 34 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.4 6.4 Lane Util. Factor 0.95 0.95 1.00 0.95 Frpb, pedlbikes 1.00 1.00 1.00 0.99 Flpb, pedlbikes 1.00 1.00 0.99 1.00 Frt 1.00 1.00 1.00 0.93 Flt Protected 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3538 3526 1758 3237 Fit Permitted 0.95 1.00 0.95 1.00 Satd. Flow (perm) 3369 3526 1758 3237 Peak -hour factor, PHF 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Adj. Flow (vph) 6 1280 0 0 965 12 189 40 40 0 0 0 RTOR Reduction (vph) 0 0 0 0 1 0 0 31 0 0 0 0 Lane Group Flow (vph) 0 1286 0 0 976 0 189 49 0 0 0 0 Conti. Peds. (#/hr) 119 43 43 119 5 8 8 5 Turn Type Perm NA NA Perm NA Protected Phases 5 7 5 6 Permitted Phases 5 7 6 Actuated Green, G (s) 57.0 27.0 20.6 20.6 Effective Green, g (s) 50.6 27.0 20.6 20.6 Actuated g/C Ratio 0.56 0.30 0.23 0.23 Clearance Time (s) 6.0 6.4 6.4 Lane Grp Cap (vph) 1894 1057 402 740 vis Ratio Prot c0.28 0.02 vis Ratio Perm c0.38 c0.11 vlc Ratio 0.68 0.92 0.47 0.07 Uniform Delay, di 13.9 30.5 30.0 27.2 Progression Factor 0.28 1.24 1.00 1.00 Incremental Delay, d2 0.8 11.0 3.9 0.2 Delay (s) 4.8 48.7 33.9 27.3 Level of Service A D C C Approach Delay (s) 4.8 48.7 31.9 0.0 Approach LOS A D C A Intersection Summary HCM 2000 Control Delay 24.6 HCM 2000 Volume to Capacity ratio 0.71 Actuated Cycle Length (s) 90.0 Intersection Capacity Utilization 60.6% Analysis Period (min) 15 c Critical Lane Group HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service C 18.8 B K.IFTL_TPTO1043629001-Mans Wynwood SAPICalcs\SynchrolFuture Total PM.syn Timings Future Total Optimized Improvements 20: N Miami Avenue & NW 20th Street P.M. Peak Hour Lane Group EBL EBT EBR WBT WBR NBL NBT SBL SBT Lane Configurations '5 + r + r '5 t. 611+ Volume (vph) 125 551 369 479 209 158 787 154 480 Turn Type Perm NA Perm NA Perm pm+pt NA Perm NA Protected Phases 2 6 3 8 4 Permitted Phases 2 2 6 8 4 Detector Phase 2 2 2 6 6 3 8 4 4 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 4.0 7.0 7.0 7.0 Minimum Split (s) 24.3 24.3 24.3 24.3 24.3 10.3 24.3 24.3 24.3 Total Split (s) 36.7 36.7 36.7 36.7 36.7 10.3 53.3 43.0 43.0 Total Split (%) 40.8°/0 40.8c/0 40.8% 40.8% 40.8% 11.4% 59.2% 47.8% 47.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 AI} -Red Time (s) 2.0 2.0 2.0 2.0 2.0 0.0 2.3 2.3 2.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 4.0 6.3 6.3 LeadfLag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Recall Mode Max Max Max Max Max Max Max Max Max Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:EBTL and 6:WBT, Start of Green Natural Cycle: 110 Control Type: Pretimed Solits and Phases: 20: N Miami Avenue & NW 20th Street M 02(R) 03 c4_ 36.7s 10.33s 43s »08 11- M 06 (R) 36,7ss i K:IFTL_TPTO1043629001-Mana Wynwood SAP\Calcs\Synchro\Future Total PM opt Improvements.syn HCM 2010 Signalized Intersection Summary Future Total Optimized Improvements 20: N Miami Avenue & NW 20th Street P.M. Peak Hour Movement EBL EST EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations + r 1 fr 'I I 4T Volume (vehlh) 125 551 369 0 479 209 158 787 23 154 480 106 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 1.00 0.99 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow vehlh/In 186.3 186.3 186.3 0.0 186.3 186.3 186.3 186,3 190.0 190.0 186.3 190.0 Lanes 1 1 1 0 1 1 1 1 0 0 2 0 Cap, vehlh 147 635 532 0 635 533 239 941 27 149 548 121 Arrive On Green 0.11 0.11 0.11 0.00 0.34 0.34 0.07 0.52 0.52 0.41 0.41 0.41 SatFlow,vehlh 719 1863 1561 0 1863 1562 1774 1801 52 168 1343 297 Grp Volume(v), vehlh 133 586 393 0 510 222 168 0 861 164 0 624 Grp Sat Flow(s),vehlhlln 719 1863 1561 0 1863 1562 1774 0 1853 168 0 1640 Q Serve(g_s), s 8.3 28.0 21.9 0.0 22.4 9.8 4.7 0.0 37.3 9.7 0.0 32.7 Cycle Q Clear(g_c), s 30.7 28.0 21.9 0.0 22.4 9.8 4.7 0.0 37.3 36.7 0.0 32.7 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.03 1.00 0.18 Lane Grp Cap(c),vehfh 147 635 532 0 635 533 239 0 968 149 0 669 VIC Ratio(X) 0.91 0.92 0.74 0.00 0.80 0.42 0.70 0.00 0.89 1.10 0.00 0.93 Avail Cap(c_a), veh/h 147 635 532 0 635 533 239 0 968 149 0 669 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 Upstream Filter(I) 1.00 1,00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), slveh 53.2 38.8 36.0 0.0 26.9 22.8 20.3 0.0 19.2 42.8 0.0 25.5 Incr Delay (d2), slveh 52.9 21.0 8.9 0.0 10.3 2.4 15.9 0.0 12.1 104.3 0.0 21.8 Initial Q Delay(d3),slveh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), veh/In 5.4 17.9 10.5 0.0 12.0 4.1 4.9 0.0 19.3 7.7 0.0 17.0 Lane Grp Delay (d), slveh 106.0 59.8 44,9 0.0 37.2 25.2 36.2 0,0 31.3 147.1 0.0 47.2 Lane Grp LOS F E D D C D C F D Approach Vol, vehfh 1112 732 1029 788 Approach Delay, slveh 60.0 33.6 32.1 68.0 Approach LOS E C C E Timer Assigned Phs 2 6 3 8 4 Phs Duration (G+Y+Rc), s 36.7 36.7 10.3 53.3 43.0 Change Period (Y+Rc), s 6.0 6.0 4.0 6.3 6.3 Max Green Setting (Gmax), s 30.7 30.7 6.3 47.0 36.7 Max Q Clear Time (g_c+I1), s 32.7 24.4 6.7 39.3 38.7 Green Ext Time (p_c), s 0.0 2.0 0.0 5.2 0.0 Intersection Summary HCM 2010 Ctrl Delay 48.6 HCM 2010 LOS D Notes K:IFTL_TPT01043629001-Mana Wynwood SAPICalcs\SynchrolFuture Total PM_opt Improvements.syn Timings Future Total Optimized 20: N Miami Avenue & NW 20th Street. P.M. Peak Hour 4- Lane Group EBL EBT EBR WBT WBR NBL NBT SBL SBT Lane Configurations 4' pr 4 r 4T 410 Volume (vph) 125 551 369 479 209 158 787 154 480 Turn Type Perm NA Perm NA Perm Perm NA Perm NA Protected Phases 2 6 8 4 Permitted Phases 2 2 6 8 4 Detector Phase 2 2 2 6 6 8 8 4 4 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 Total Split (s) 36.0 36.0 36.0 36.0 36.0 54.0 54.0 54.0 54.0 Total Spit (%) 40,0% 40.0% 40.0% 40.0% 40.0% 60.0% 60.0% 60.0% 60.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.3 2.3 2.3 2.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.3 6.3 Lead/Lag Lead -Lag Optimize? Recall Mode Max Max Max Max Max Max Max Max Max Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 78 (87%), Referenced to phase 2:EBTL and 6:WBT, Start of Green Natural Cycle: 80 Control Type: Pretimed Splits and Phases: 20: N Miami Avenue & NW 20th Street I 02 (R) it 04 36 s 54 s 11v8 4- 0 06CR1 36s l 54s K:FTL_TPTO1043629001-Mans Wynwood SAP1Calcs\SynchrolFuture Total PM_opt.syn HCM 2010 Signalized Intersection Summary Future Total Optimized 20: N Miami Avenue & NW 20th Street R.M. Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations li 4 r 1' r 41' 41, Volume (vehlh) 125 551 369 0 479 209 158 787 23 154 480 106 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Pecs -Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 1.00 0.99 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow vehlh/In 186.3 186.3 186.3 0.0 186.3 186.3 190.0 186.3 190.0 190.0 186.3 190.0 Lanes 1 1 1 0 1 1 0 2 0 0 2 0 Cap, veh/h 139 621 520 0 621 521 220 977 28 169 712 157 Arrive 0n Green 0.11 0.11 0.11 0.00 0.33 0.33 0.53 0.53 0.53 0.53 0.53 0.53 Sat Flow, vehlh 719 1863 1561 0 1863 1562 291 1844 53 168 1344 297 Grp Volume(v), vehlh 133 586 393 0 510 222 264 0 765 164 0 624 Grp Sat Flow(s),vehlhlln 719 1863 1561 0 1863 1562 503 0 1685 168 0 1641 Q Serve(g_s), s 7.4 28.1 22.0 0.0 22.6 9.9 21.4 0.0 35.1 12.6 0.0 26.0 Cycle Q Clear(g_c), s 30.0 28.1 22.0 0.0 22.6 9.9 47.4 0.0 35.1 47.7 0.0 26.0 Prop In Lane 1.00 1.00 0.00 1.00 0.64 0.03 1.00 0.18 Lane Grp Cap(c), vehlh 139 621 520 0 621 521 332 0 893 169 0 870 VIC Ratio(X) 0.96 0.94 0.76 0.00 0.82 0.43 0.80 0.00 0.86 0.97 0.00 0.72 Avail Cap(c_a), veh/h 139 621 520 0 621 521 332 0 893 169 0 870 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), slveh 53.4 39.2 36.5 0.0 27.5 23.3 30.8 0.0 18.2 41.6 0.0 16.0 Incr Delay (d2), slveh 65.7 24.6 9.8 0.0 11.6 2.5 17.7 0.0 10.3 61.8 0.0 5.1 Initial Q Delay(d3),slveh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), vehlln 5.8 18.4 10.7 0.0 12.2 4.1 7.6 0.0 16.4 6.6 0.0 11.3 Lane Grp Delay (d), slveh 119.1 63.9 46.3 0.0 39.2 25.9 48.5 0.0 28.5 103.4 0,0 21.1 Lane Grp LOS F E D D C D C F C Approach Vol, vehlh 1112 732 1029 788 Approach Delay, slveh 64.3 35,1 33.7 38.2 Approach LOS E D C D Timer Assigned Phs 2 6 8 4 Phs Duration (G+Y+Rc), s 36.0 36.0 54.0 54.0 Change Period (Y+Rc), s 6.0 6.0 6.3 6.3 Max Green Setting (Gmax), s 30.0 30.0 47.7 47,7 Max Q Clear Time (g_c+I1), s 32.0 24.6 49.4 49.7 Green Ext Time (p_c), s 0.0 1.9 0.0 0.0 Intersection Summary HCM 2010 Ctrs Delay 44.2 HCM 2010 LOS D Notes K:IFTL_TPT01043629001-Mana Wynwood SAP\Calcs\SynchrolFuture Total PM_opt.syn Timings 20: N Miami Avenue & NW 20th Street Future Total P.M. Peak Hour 4-- t Lane Group EBL EBT EBR WBT WBR NBL NBT SBL SBT Lane Configurations 1 + ri + r Volume (vph) 125 551 369 479 209 158 787 154 480 Turn Type Perm NA Perm NA Perm Perm NA Perm NA Protected Phases 2 6 8 4 Permitted Phases 2 2 6 8 4 Detector Phase 2 2 2 6 6 8 8 4 4 Switch Phase Minimum Initial (s) 7,0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 24,3 Total SpNt (s) 56.0 56.0 56.0 56.0 56.0 34.0 34.0 34.0 34.0 Total Split (%) 62.2% 62.2% 62.2% 62.2% 62.2% 37.8% 37.8% 37.8% 37.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.3 2.3 2.3 2.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.3 6.3 LeadlLag Lead -Lag Optimize? Recall Mode Max Max Max Max Max Max Max Max Max Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 78 (87%), Referenced to phase 2:EBTL and 6:WBT, Start of Green Natural Cycle: 80 Control Type: Pretimed Splits and Phases: 20: N Miami Avenue & NW 20th Street T o4 F -002 (R) 56 s I 34 s 1 08 P o6 (R) 56s I 34s l K:IFTL_TPTO1043629001-Mana Wynwood SAP1Calcs\SynchroTuture Total PM.syn HCM 2010 Signalized Intersection Summary 20: N Miami Avenue & NW 20th Street Future Total P.M. Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 r 4 rr 410 41+ Volume (vehlh) 125 551 369 0 479 209 158 787 23 154 480 106 Number 5 2 12 1 6 16 3 8 18 7 4 14 initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Fed -Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.98 1.00 0.99 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow vehlh/In 186.3 186.3 186.3 0.0 186.3 186.3 190.0 186.3 190.0 190.0 186.3 190.0 Lanes 1 1 1 0 1 1 0 2 0 0 2 0 Cap,veh/h 359 1035 872 0 1035 873 80 504 14 80 413 91 Arrive On Green 0.18 0.18 0.18 0.00 0.56 0.56 0.31 0.31 0.31 0.31 0.31 0.31 Sat Flow, vehTh 719 1863 1570 0 1863 1571 0 1639 47 0 1342 297 Grp Volume(v), vehlh 133 586 393 0 510 222 168 0 861 164 0 624 Grp Sat Flow(s),vehlhlln 719 1863 1570 0 1863 1571 0 0 1686 0 0 1639 Q Serve(g_s), s 15.4 25.8 20.1 0.0 15.1 6.6 0.0 0.0 27.7 0.0 0.0 27.7 Cycle Q Clear(g_c), s 30.5 25.8 20.1 0.0 15.1 6.6 27.7 0.0 27.7 27.7 0.0 27.7 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.03 1.00 0.18 Lane Grp Cap(c), veh/h 359 1035 872 0 1035 873 80 0 519 80 0 505 WC Ratio(X) 0.37 0.57 0.45 0.00 0.49 0.25 2.10 0.00 1.66 2.05 0.00 1.24 Avail Cap(c_a), vehlh 359 1035 872 0 1035 873 80 0 519 80 0 505 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Fiiter(1) 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), slveh 35.8 26.9 24.5 0.0 12.2 10.4 45.0 0.0 31.2 45.0 0.0 31.2 Incr Delay (d2), slveh 2.9 2.2 1.7 0.0 1.7 0.7 534,8 0.0 305.2 513.0 0.0 122.7 initial Q Delay(d3),slveh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 %ile Back of Q (50%), vehlln 3.3 13.5 8.9 0.0 6.9 2.5 13.7 0.0 55.5 13.2 0.0 28.4 Lane Grp Delay (d), slveh 38.7 29.1 26.2 0.0 13.9 11.1 579.8 0.0 336.3 558.0 0.0 153.9 Lane Grp LOS D C C B B F F F F Approach Vol, veh/h 1112 732 1029 788 Approach Delay, slveh 29.2 13.0 376.1 238.0 Approach LOS C B F F Timer Assigned Phs 2 6 8 4 Phs Duration (G+Y+Rc), s 56.0 56.0 34.0 34.0 Change Period (Y+Rc), s 6.0 6.0 6.3 6.3 Max Green Setting (Gmax), s 50.0 50.0 27.7 27.7 Max Q Clear Time (g_c+11), s 32.5 17.1 29.7 29.7 Green Ext Time (p_c), s 2.8 2.8 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 168.4 HCM 2010 LOS F Notes K:1FTL_TPTO1043629001-Mana Wynwood SAPICalcs\Synchro\Future Total PM.syn HCM 2010 TWSC 23: NW 23rd Street & Internal Driveway Future Total P.M. Peak Hour Intersection Intersection Delay, s/veh 7.5 Movement EBL EBT WBT WBR SBL SBR Vol, vehlh 39 129 76 109 257 20 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 0 Veh in Median Storage, # - 0 0 0 - Grade, % 0 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 42 140 83 118 279 22 MajorlMinor Majorl Major2 Minor2 Conflicting Flow All 201 0 0 367 142 Stage 1 - 142 - Stage 2 - 225 - Follow-up Headway 2.218 - - 3.518 3.318 Pot Capacity-1 Maneuver 1371 - 633 906 Stage 1 - 885 Stage 2 - 812 Time blocked -Platoon, °/° Mov Capacity-1 Maneuver 1371 - - 612 906 Mov Capacity-2 Maneuver - 612 Stage 1 - 885 Stage 2 - 785 Approach EB WB SB HCM Control Delay, s 1.8 0 15.9 HCM LOS C Minor Lane / Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1371 - - 627 HCM Lane V/C Ratio 0.031 - - 0.48 HCM Control Delay (s) 7.71 0 - 15.9 HCM Lane LOS A A C HCM 95th %tile Q(veh) 0.096 - 2.605 Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error: Computation Not Defined K:IFTL_TPT01043629001-Mans Wynwood SAP\Calcs\SynchrolFuture Total PM.syn HCM 2010 TWSC 27: Internal Driveway & NW 24th Street Future Total P.M. Peak Hour Intersection Intersection Delay, slveh 6.1 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 50 99 178 49 49 99 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None None Storage Length - 0 Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 54 108 193 53 53 108 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 162 0 548 Stage1 - - - 108 Stage 2 - - - 440 Follow-up Headway - 2.218 - 3.518 Pot Capacity-1 Maneuver - 1417 - 497 Stage 1 - 916 Stage 2 - - 649 Time blocked -Platoon, % Mov Capacity-1 Maneuver - 1417 - 427 Mov Capacity-2 Maneuver - - 427 Stage 1 - - - 916 Stage 2 - - 558 Approach HCM Control Delay, s HCM LOS EB 0 WB 6.2 Minor Lane! Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 675 - 1417 - HCM Lane VIC Ratio 0.238 - 0.137 HCM Control Delay (s) 12 - 7,942 0 HCM Lane LOS B A A HCM 95th %tile Q(veh) 0.925 - 0.473 - Notes NB 12 B 108 3.318 946 946 : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:1FTL_TPT0i043629001-Mana Wynwood SAP\Calcs\Synchro\Future Total PM,syn HCM 2010 TWSC 39: NW 5th Place & NW 20th Street Future Total P.M. Peak Hour Intersection Intersection Delay, slveh 45.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol,vehlh 86 669 39 14 904 115 47 33 9 127 14 130 Conflicting Peds, #/hr 16 0 9 9 0 16 4 0 6 6 0 4 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - - None - None - - None Storage Length 65 65 - - - Veh in Median Storage, # 0 - 0 - 0 - 0 Grade, % 0 0 - 0 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 96 743 43 16 1004 128 52 37 10 141 16 144 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 1138 0 0 793 0 0 1509 2131 415 1692 2089 588 Stagel - - - 962 962 - 1105 1105 - Stage 2 - - 547 1169 - 587 984 - Follow-up Headway 2.22 - 2.22 - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Capacity-1 Maneuver 610 - 824 - 83 49 586 # 60 52 452 Stage 1 - - - 275 332 - 225 285 Stage 2 - - - 489 265 - 463 325 Time blocked -Platoon, % - Mov Capacity-1 Maneuver 602 - - 813 - # 44 40 575 # 37 42 444 Mov Capacity-2 Maneuver - 119 110 - # 123 141 Stage 1 - - 230 278 - 188 278 Stage 2 - - 301 258 - 328 272 Approach EB WB NB SB HCM Control Delay, s HCM LOS 1.3 0.1 98.4 F Minor Lane 1 Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (vehlh) 125 602 - 813 - - 190 HCM Lane VIC Ratio 0.791 0,159 - 0.019 - 1.585 HCM Control Delay (s) 98.4 12.105 - 9.514 - $ 331.1 HCM Lane LOS F B A F HCM 95th %tile Q(veh) 4.673 0.561 - 0.058 - 19,639 Notes $ 331.1 F : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error ; Computation Not Defined K:IFTL_TPT01043629001-Mana Wynwood SAP 1Calcs\SynchrolFuture Total PM.syn HCNI 2010 TWSC 40: NW 6th Avenue & NW 29th Street Future Total P.M. Peak Hour Intersection Intersection Delay, slveh 43.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, vehlh 40 608 66 10 843 7 141 69 39 9 8 25 Conflicting Peds, #/hr 5 0 6 6 0 5 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - None - - None - - None Storage Length - - - 0 - Veh in Median Storage, # - 0 - 0 0 0 Grade, % 0 - 0 0 0 Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 44 668 73 11 926 8 155 76 43 10 9 27 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 934 0 0 741 0 0 1282 1748 376 1412 1781 473 Stage 1 - - - - 792 792 - 952 952 - Stage 2 - - - - - 490 956 - 460 829 - Follow-up Headway 2.22 - - 2.22 - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Capacity-1 Maneuver 729 - - 862 - # 122 85 622 98 81 538 Stage 1 - - - 349 399 279 336 Stage 2 - - - 529 335 551 383 Time blocked -Platoon, % - - - Mov Capacity-1 Maneuver 725 - - 858 # 94 # 74 619 71 535 Mov Capacity-2 Maneuver - - # 94 # 74 71 Stagel - - - 312 357 250 327 Stage 2 - - - 473 326 360 343 Approach HCM Control Delay, s HCM LOS EB 1 WB NB SB 0.2 $ 325 + F - Minor Lane / Major Molt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (vehlh) 94 104 725 - 858 - + HCM Lane VIC Ratio 1.099 1.638 0.061 - - 0,013 - + HCM Control Delay (s) 205 $ 397.8 10.286 0.5 - 9.25 0.1 - + HCM Lane LOS F F B A A A + HCM 95th %tile Q(veh) 6.832 13.149 0.193 - 0.039 - + Notes Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:1FTL_TPTO\043629001-Mana Wynwood SAPICalcs\Synchro\Future Total PM.syn HCM 201O TWSC 41: NW 5th Place & NW 21st Terrace Future Total P.M. Peak Hour Intersection Intersection Delay, siveh 8.6 Movement EBT EBR WBL WBT NBL NBR Vol, vehfh 5 101 91 5 142 115 Conflicting Peds, #/hr 0 1 1 0 2 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 - 0 0 Grade, % 0 0 0 Peak Hour Factor 86 86 86 86 86 86 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 6 117 106 6 165 134 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 125 0 284 Stage 1 - - - - 67 Stage 2 - - - - 217 Follow-up Headway - - 2.218 - 3.518 Pot Capacity-1 Maneuver - - 1462 - 706 Stage 1 - - 956 Stage 2 - - 819 Time blocked -Platoon, % Mov Capacity-1 Maneuver - 1461 - 653 Mov Capacity-2 Maneuver - 653 Stage 1 954 Stage 2 - 759 Approach HCM Control Delay, s HCM LOS EB 0 WB 7.3 Minor Lane 1 Major Mvmt NBLn1 EBT EBR WBL WBT NB 12.6 B 68 3.318 995 993 Capacity (vehlh) 771 1461 - HCM Lane V!C Ratio 0.388 0,072 - HCM Control Delay (s) 12.6 - 7.656 0 HCM Lane LDS B A A HCM 95th %tile Q(veh) 1.841 - 0.234 Notes : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined K:IFTL_TPTO1043629001-Mana Wynwood SAP\Calcs\SynchrolFuture Total PM.syn SUPPORTING DOCUMENTS ARTICLE III. Supporting Documents Tab 1 Traffic Impact Study Tab 2 Site Utility Study Tab 3 Development Impact Study Tab 4 Survey with Base Building Line MIA 184567293v1