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Home My WebLink About07-23-15 CC Analysis, Maps & PZAB ResoANALYSIS FOR Future Land Use Amendment PROJECT ADDRESS: The parcels generally bounded by 1-95 on the west, NW 29 Street on the north including specific parcels fronting NW 29 street on the north, NW 20 street on the south including specific parcels fronting NE 20 street on the south, and the FEC corridor on the east. FILE ID: 15-006781u APPLICANT: Daniel Alfonso, City Manager on behalf of the City of Miami COMMISSION DISTRICT: District 5 and District 2 NET OFFICE: Wynwood/Edgewater and Overtown REQUEST The proposal is for a change to the Future Land Use Map of the Miami Comprehensive Neighborhood Plan for the selected properties depicted in Exhibit 1 "Proposed FLUM Key Map." This will amend selected properties of the 2020 Future Land Use Map designations of the City's Comprehensive Plan to "Light Industrial," "Medium Density Multifamily Residential," and "General Commercial." FUTURE LAND USE Miami Comprehensive Neighborhood Plan (MCNP) Policy LU-1.6.1 established future land use categories according to the 2020 Future Land Use Map and the "Interpretation of the Future Land Use Map." Land Use Designations Affected by the Proposed FLUM Changes Medium Density Multifamily Residential: Areas designated as "Medium Density Multifamily Residential" allow residential structures to a maximum density of 65 dwelling units per acre, subject to the detailed provisions of the applicable land development regulations and the maintenance of required levels of service for facilities and services included in the City's adopted concurrency management requirements. Supporting services such as community -based residential facilities (14 clients or less, not including drug, alcohol or correctional rehabilitation facilities) will be allowed pursuant to applicable state law; community -based residential facilities (15-50 clients) and day care centers for children and adults may be permissible in suitable locations. Permissible uses within medium density multifamily areas also include commercial activities that are intended to serve the retailing and personal services needs of the building or building complex, small scale limited commercial uses as accessory uses, subject to the detailed provisions of applicable land development regulations and the maintenance of required levels of service for such uses, places of worship, primary and secondary schools, and accessory post -secondary educational facilities. Professional offices, tourist and guest homes, museums, and private clubs or lodges are allowed only in contributing structures within historic sites or historic districts that have been designated by the Historical and Environmental Preservation Board and are in suitable locations within medium density multifamily residential areas, pursuant to applicable land development regulations and the maintenance of required levels of service for such uses. Density and intensity limitations for said uses shall be restricted to those of the contributing structure(s). Medium Density Restricted Commercial: Areas designated as "Medium Density Restricted Commercial" allow residential uses (except rescue missions) to a maximum density equivalent to "Medium Density Multifamily Residential" subject to the same limiting conditions; transitory residential facilities such as hotels and motels. This category also allows general office use, clinics and laboratories, auditoriums, libraries, convention facilities, places of worship, and primary and secondary schools. Also allowed are commercial activities that generally serve the daily retailing and service needs of the public, typically requiring easy access by personal auto, and often located along arterial or collector roadways, which include: general retailing, personal and professional services, real estate, banking and other financial services, restaurants, saloons and cafes, general entertainment facilities, private clubs and recreation facilities, major sports and exhibition or entertainment facilities and other commercial activities whose scale and land use impacts are similar in nature to those uses described above. This category also includes commercial marinas and living quarters on vessels as permissible. The nonresidential portions of developments within areas designated as "Medium Density Restricted Commercial" allow a maximum floor lot ratio (FLR) of 6.0 times the net lot area of the subject property. Restricted Commercial: Areas designated as "Restricted Commercial" allow residential uses (except rescue missions) to a maximum density equivalent to "High Density Multifamily Residential" subject to the same limiting conditions and a finding by the Planning Director that the proposed site's proximity to other residentially zoned property makes it a logical extension or continuation of existing residential development and that adequate services and amenities exist in the adjacent area to accommodate the needs of potential residents; transitory residential facilities such as hotels and motels. This category also allows general office use; clinics and laboratories, auditoriums, libraries, convention facilities, places of worship, and primary and secondary schools. Also allowed are commercial activities that generally serve the daily retailing and service needs of the public, typically requiring easy access by personal auto, and often located along arterial or File Id. 15-00678LU Page 2 of 8 collector roadways, which include: general retailing, personal and professional services, real estate, banking and other financial services, restaurants, saloons and cafes, general entertainment facilities, private clubs and recreation facilities, major sports and exhibition or entertainment facilities and other commercial activities whose scale and land use impacts are similar in nature to those uses described above. This category also includes commercial marinas and living quarters on vessels as permissible. The nonresidential portions of developments within areas designated as "Restricted Commercial" allow a maximum floor lot ratio (FLR) of 7.0 times the net lot area of the subject property; such FLR may be increased upon compliance with the detailed provisions of the applicable land development regulations; however, may not exceed a total FLR of 11.0 times the net lot area of the subject property. Properties designated as "Restricted Commercial" in the Edgewater Area allow a maximum floor lot ratio (FLR) of 17.0 times the net lot area of the subject property. Properties designated as "Restricted Commercial" in the Urban Central Business District and Buena Vista Yards Regional Activity Center allow a maximum floor lot ratio (FLR) of 37.0 times the net lot area of the subject property. All such uses and mixes of uses shall be subject to the detailed provisions of the applicable land development regulations and the maintenance of required levels of service for facilities and services included in the City's adopted concurrency management requirements. Nonresidential floor area is the floor area that supports nonresidential uses within the inside perimeter of the outside walls of the building including hallways, stairs, closets, thickness of walls, columns and other features, and parking and loading areas, and excluding only open air corridors, porches, balconies and roof areas. General Commercial: Areas designated as "General Commercial" allow all activities included in the "Restricted Commercial" designations, as well as wholesaling and distribution activities that generally serve the needs of other businesses; generally require on and off loading facilities; and benefit from close proximity to industrial areas. These commercial activities include retailing of second hand items, automotive repair services, new and used vehicle sales, parking lots and garages, heavy equipment sales and service, building material sales and storage, wholesaling, warehousing, distribution and transport related services, light manufacturing and assembly and other activities whose scale of operation and land use impacts are similar to those uses described above. Multifamily residential structures of a density equal to High Density Multifamily Residential, are allowed subject to the detailed provisions of the applicable land development regulations. The nonresidential portions of developments within areas designated as "General Commercial" allow a maximum floor lot ratio (FLR) of 7.0 times the net lot area of the subject property; such FLR may be increased upon compliance with the detailed provisions of the applicable land development regulations; however, may not exceed a total FLR of 11.0 times the net lot area of the subject property. Properties designated as "General Commercial" in the Urban Central Business District and Buena Vista Yards Regional Activity Center allow a maximum floor lot ratio (FLR) of 37.0 times the net lot area of the subject property. All such uses and mixes of uses shall be subject to the detailed provisions of the applicable land development regulations and the maintenance of required levels of service for facilities and services included in the City's adopted concurrency management requirements. File Id. 15-00678LU Page 3of8 Industrial: The areas designated as "Industrial" allow manufacturing, assembly and storage activities. The "Industrial" designation generally includes activities that would otherwise generate excessive amounts of noise, smoke, fumes, illumination, traffic, hazardous wastes, or negative visual impact unless properly controlled. Stockyards, rendering works, smelting and refining plants and similar activities are excluded. Residential uses are not permitted in the "Industrial" designation, except for rescue missions, and live-aboards in commercial marinas. Areas designated as "Industrial" allow a maximum Areas designated as "Industrial" allow a maximum floor lot ratio (FLR) of 8.0 times the net lot area of the subject property. Furthermore, all such uses shall be subject to the maintenance of required levels of service for facilities and services included in the City's adopted concurrency management requirements. Light Industrial (LI): The primary intent of this land use classification is to allow mixed use development within this land use classification, and further, to facilitate the ability of developing a mixed occupancy within a unit in which more than one type of use is provided under Live/Work or Work/Live zoning districts of the City's land development regulations. Areas designated as "Light Industrial" allow all activities included in the "Restricted Commercial" and "General Commercial" designations, as well as wholesaling and distribution activities that generally serve the needs of other businesses; generally require on and off loading facilities; and benefit from close proximity to general commercial areas. These commercial activities (beyond those permitted in the "Restricted Commercial" and "General Commercial" designations) include retailing of second hand items, new and used vehicle sales, parking lots and garages, wholesaling, warehousing, light manufacturing and assembly and other activities whose scale of operation and land use impacts are similar to those uses described above. This category also allows commercial marinas and living quarters on vessels for transients. This land use category shall not permit storing, packaging, handling, processing or distribution of explosive, flammable or otherwise hazardous materials; scrap yards; and health clinics. The hazard level of an activity shall be one of the determining factors as to whether that activity shall be permissible within a Light Industrial district; the detailed provisions of the applicable land development regulations shall prohibit high-level hazard activities within live/work developments. Areas designated as "Light Industrial" allow residential uses to a maximum density of 36 dwelling units per acre, and the nonresidential portions of developments within areas designated as "Light Industrial" allow a maximum floor lot ratio (FLR) of 10.0 times the net lot area of the subject property. Affordable housing developments that are certified by the City as having a complete application for development as of the effective date of the proposed Land Development Regulations shall be permitted with densities up to 150 dwelling units per acre but must obtain all building permits by December 17, 2012, at which time any rights herein to building permits shall expire. All such uses and mixes of uses shall be subject to the detailed provisions of the applicable land development regulations and the maintenance of required levels of service for facilities and services included in the City's adopted concurrency management requirements. File Id. 15-00678LU Page 4 of 8 PROPOSED LAND USE CHANGES The subject area consists of 831 parcels encompassing approximately 204.872 acres generally bounded by 1-95 on the west, NW 29 Street on the north including specific parcels fronting NW 29 street on the north, NW 20 street on the south including specific parcels fronting NE 20 street on the south, and the FEC corridor on the east. Within the general boundaries described above, the Future Land Use Map changes are as follows and as seen on the Exhibit 1 "Proposed FLUM Key Map." Area A Proposed Change: From "Industrial" to "Light Industrial." Area: Approximately 9.96 acres Area B1 and B2 Proposed Change: From "Industrial" to "General Commercial." Area: Approximately 18.72 acres Area C1, C2, C3, C4, C5, and C6 Proposed Change: From "Medium Density Restricted Commercial" to "General Commercial" Area: Approximately 44.22 acres Area D1 and D2 Proposed Change: From "Light Industrial" to "General Commercial." Area: Approximately 85.53 acres Area E Proposed Change: From "Medium Density Restricted Commercial" to "Medium Density Multifamily Residential." Area: Approximately 2.68 acres Area F Proposed Change: From "Restricted Commercial" to "General Commercial." Area: Approximately 2.45 acres ANALYSIS The subject area encompasses a predominately industrial district that is experiencing an arts and cultural renaissance. Increasing popularity corresponds to increased demand for commercial and residential uses that are incompatible with much of the subject area's current Future Land Use designations. This inconsistency between the neighborhood's prevailing land use designations, File Id. 15-00678LU Page 5of8 the neighborhood's changing demographics, and the neighborhood's growing demand for residential product has precipitated a large-scale, Future Land Use Map amendment. The proposed land use changes are related to the "Light Industrial," "Medium Density Multifamily Residential," and "General Commercial" designations. The "Light Industrial" designation will be relocated to Area A on Exhibit 1, providing the neighborhood a pocket of industrial activity in an area of the neighborhood with reduced market demand for residential and commercial uses. The "General Commercial" designation will become the prevailing land use category in the neighborhood, providing for a full range of uses and residential densities appropriate for emerging market demand in the neighborhood. MCNP Land Use Policy 1.1.1: Provides that new development or redevelopment that results in an increase in density or intensity of land use shall be contingent upon availability of public facilities and services that meet or exceed the minimum LOS standards adopted in the Capital Improvements Element. Of note, the attached "Transportation Impact Analysis" indicates the streets bounding the NRD- 1 have sufficient LOS. MCNP Policy 1.2.3 identifies an acceptable Park and Recreation LOS as a municipally -owned park within a ten minute barrier -free walk to park entrances by 72% of the city's population as measured by GIS pedestrian network analysis. A ten-minute walk will be defined as a one-half mile, barrier -free distance on a safe pedestrian route. The proposed NRD-1 is adjacent to the Rainbow Village Park, and in close proximity to Robert Clemente Park site, both well within a 10 minute walk criteria. The increased density and population within The NRD-1 will support this LOS requirement since it will improve the percent of the city's population within a ten-minute walk to a park. Additional park space acquisition is a key component of the Wynwood NRD-1. The School Concurrency report has been submitted and the results are pending. The NRD-1 promotes compact development patterns to create a balanced mix of uses including areas for employment, shopping, housing, and recreation in close proximity to each other. Policy LU-1.1.3: The City's zoning ordinance provides for protection of all areas of the city from: (1) the encroachment of incompatible land uses; (2) the adverse impacts of Miami Comprehensive Neighborhood Plan Goals Objectives Policies January 2013 2 future land uses in adjacent areas that disrupt or degrade public health and safety, or natural or man-made amenities; (3) transportation policies that divide or fragment established neighborhoods; and (4) degradation of public open space, environment, and ecology. Strategies to further protect existing neighborhoods through the development of appropriate transition standards and buffering requirements will be incorporated into the City's land development regulations. The emergence of Wynwood as an arts and cultural destination has caused commercial uses to occupy spaces within an industrial land use designation. The proposed Future Land Use amendment will bring these uses into greater conformity allowing more mixed use development. Additionally, the land use changes will mitigate an existing undesirable condition of "Industrial" and "Light Industrial" directly abutting "Medium Density Restricted Commercial." Policy LU-1.1.7: Land development regulations and policies will allow for the development and redevelopment of well -designed mixed -use neighborhoods that provide for the full range of residential, office, live/work spaces, neighborhood retail, and community facilities in a walkable File Id. 15-00678LU Page 6 of 8 area and that are amenable to a variety of transportation modes, including pedestrianism, bicycles, automobiles, and mass transit. The NRD-1 legislation, in conjunction with this future land use amendment, has an associated street master plan. This street master plan delineates appropriate street sections for each right-of-way in the subject area, with the stated intent of providing a superior multi -modal, street -level experience that will be activated by the increased residential density of the proposed future land use amendment. Policy LU-1.1 A I : The City hereby adopts designation of the City, excluding Virginia Key, Watson Island and the uninhabited islands of Biscayne Bay, that have a land use and zoning classification of Conservation, as an Urban Infill Area pursuant to Miami Dade County's designation of an Urban Infill Area Tying generally east of the Palmetto Expressway and including all of the City of Miami. Within this area, the concentration and intensification of development around centers of activity shall be emphasized with the goals of enhancing the livability of residential neighborhoods and the viability of commercial areas. Priority will be given to infill development on vacant parcels, adaptive reuse of underutilized land and structures, the redevelopment of substandard sites, downtown revitalization and the development of projects that promote public transportation. Maintenance of transportation levels of service within this designated Urban Infill Transportation Concurrency Exception Area shall be in accordance with the adopted Transportation Corridors level of service standards and the City of Miami Person Trip Methodology as set forth in Policies TR-1.1.2and 1.1.3 of the Transportation Element of the MCNP. This land use change will increase residential densities to encourage redevelopment of an area with high market potential that remains largely undeveloped or underdeveloped due to an incompatible underlying land use designation. Policy LU-1.2.2: The City's land development policies will be consistent with affordable housing objectives and policies adopted in the Housing Element of the MCNP. The NRD-1 legis►ation, in conjunction with this future land use amendment, provides for smaller unit sizes with reduced parking requirements, reducing the price for residential units. The higher residential densities afforded by the proposed future land use amendment will encourage developers seeking highest and best use to build a larger number of smaller units. Objective LU-1.3: The City will continue to encourage commercial, office and industrial development within existing commercial, office and industrial areas; increase the utilization and enhance the physical character and appearance of existing buildings; encourage the development of well -designed, mixed -use neighborhoods that provide for a variety of uses within a walkable area in accordance with neighborhood design and development standards adopted as a result of the amendments to the City's land development regulations and other initiatives; and concentrate new commercial and industrial activity in areas where the capacity of existing public facilities can meet or exceed the minimum standards for Level of Service (LOS) adopted in the Capital Improvement Element (CIE). The proposed future land use amendment will provide land use designations more appropriate for the subject area's commercial and office climate. Policy LU-1.3.1: The City will continue to provide incentives for commercial redevelopment and new construction in designated Neighborhood Development Zones (NDZ), the Empowerment Zone, the Enterprise Zone, the Brownfield Redevelopment Area, Commercial Business Corridors, and other targeted areas. Such commercial redevelopment and new construction shall be conducted in accordance with neighborhood design and development standards adopted as a result of the amendments to the City's land development regulations and other initiatives. Such incentives may be offered through the building facade treatment program, Community Development Block Grant (CDBG) funds, and other redevelopment assistance programs. This File Id. 15-00678LU Page 7 of 8 land use amendment will facilitate commercial redevelopment and new construction within the Enterprise Zone. Policy LU-1.3.5: The City will continue to promote through its land development regulations, the creation of high intensity activity centers which may be characterized by mixed -use and specialty center development. Such activity centers will be in accordance with the Comprehensive Neighborhood Plan and neighborhood design and development standards adopted as a result of amendments to the City's land development regulations and other initiatives. The proposed future land use amendment will allow arts and culture to flourish. Policy HO-1.2.7: The City will continue to enforce and implement neighborhood specific design and development standards that may be developed as a result of the amendments to the City's land development regulations and other initiatives to strengthen those sections of the Zoning Ordinance that are intended to preserve and enhance the general appearance and character of the City's neighborhoods. Through the NRD-1, the zoning code is being modified to enhance the neighborhood' characteristics. Goal HO-2: Achieve a livable city center with a variety of urban housing types for persons of all income levels in a walkable, mixed -use, urban environment. Increasing the residential density with the future land use designation "General Commercial" insures a variety of residential typologies with a wide range of uses, providing for an improved pedestrian realm and incentivizing ground level commercial uses. RECOMMENDATION Pursuant to the aforementioned findings, the Planning & Zoning Department recommends approval of the Future Land Use Amendment. Christopher Brimo Chief of Land Development J. Eisenberg File Id. 15-00678LU Page 8 of 8 A : ht ' Industrial rer : edi m Densi Multifamily Residential J _ _IMM -a. Exhibit 1: Proposed PLUM Key Map =a-- NMI?, TER D1 S li 10000201:80ArefrAprWed C4 ty 1 ecreation 0 0.125 0.25 0.5 Miles s C6 '� it wirmirimosa'ano Medium%Density lI 11 IRO" Restricted 11 JI r __1[1 Ir- 11 LUNITIR VVIEIVACI ammo Commercial o e, Earthstar t, EMMET B2 Hatched pattern indicates there was no change in land use. Created by the City of Miami Planning Department' 7/1/2015 71 NA s r- e; Exhibit 2: Proposed Zoning Key Map 0.125 0.25 0.5 Miles J�11 I� �tll 111 o c Es Mania. edEarthstara.aph, CCCES/A . a.mrfni� Hatched pattern indicates there was no change in zoning. Created by the City of Miami Planning De artment.7/1/2015 o P.a.x.�«. ,n , w ,s�« d A Im11 lis1111 111111� est» Med D. Rest Com' Low D: Rest Com General Com. Light Industria Med D. MF Res. Id�dmivad III I IREtaalT Light I• st ■ MOW ria 0 0.125 0.25 EXHIBIT 3: Existing FLUM Context Map 1=16 MEM Med D. Rest Corn -MI111111■ ■LIi_ 65962ZUM III 1 111 Duplex Res. ,■ 111-1111■1111 11 ed ■. 7 es. General Com. MUM 1 L. ■11■11.1MI■ .111■1111 1111111111= 111 ■1 • 111111111a111111■111E cow "• ' t Co rn 1111111111E Med D. Rest 1""' ""' 11111111/ 111111■' icy ■I■ 1■11 i m1111111111= _1•_1111■ Ems Emsr g I■■11 . F IMMO Med D. Rest Corn III! 1• • l Med D. MF Res. Iia _1■� General Corn ■ ®ate ■ �■ i Light Industria. IJIMEIMP ■:■11■1■1■U ■11■11■11■1111111■ !!11111111 -........ General Com. .ND TE 7 IN ■11 ■ ■ Recreation AIPW COOMMo Med D. Rest Corn IMMMT Med D. MF Res. -�z— MM MM MI- ■ ■ 1 NE MI III Recreation rv,1 s Major PUB, FAC . 1111111t ■ IREMIXP J — MAW r General Corn If 111 �_ ■■_ Restricted Com.1 — Med D.-MF Res. Light Industria General Com. General Com. Light Industria I Restricted Com. I♦ General Com alb Bert ■ 111E 11 uu CC F11 IMMO III @G5:1`il, 11■1■1 ■11111 VlsOMMti M11111111 I 111111 Imo ■ 0.5 Miles ■ • Exhibit 4: Existing Zoning Context Map IL T5-R 11151 D1 —D1 D2 T6-8-0 NW 21. Li T320 T4=L SSIH T4-L lull1_I w x r-a r1 11I T6,8-0, 1,ST a■i A D.1 17r1.1ii T - 011 �N Nw22ND:TM NW 22HWS w.111TH LN 1T3-R NW 19TH, 1f D_ 125 D25 0 5 Miles N W 319r sT T3-0— 5-0 1 1 T6-24-0__ Ck NM 111•11: • III! IIIIIIUi ; �—i 11'" I i NI, IN ST T5- NMI 1111E11 I tH! C RAN, H D1 IT6 I[_.1 IVAS D2i ATH NE T NE 211H.E1 Nil r!' D1 rr / T624-0 29111 II IIIIIL � �T- TI1FILLI 11H 1 111 1uu CI JL rill' i`ii"§T1 I f l i l l l NE� 1I�12NL 1 1 I -T6-36A-0 1I 1 il`1'] NE 1 WYN WOOD Business Improvement -District -NTirafticzStudgilLII`„ ;1111inumowl Neighborhood Revitalization CALTR Er401140_ District Caltran Engineering Group, Inc. 730 NW 107th Avenue, Suite 115 Miami, FI 33172 Phone: 786-456-7700 Fax: 786-513-0711 jalderon@caltrangroup.com Juan S. Calderon, P.E., PTOE FROM: Juan S. Calderon, P.E., PTOE, Project Manager TO; Tom Curitore Executive Director Wynwood Business Improvement District 310 NW 26th Street, Suite 1 Miami Florida 33127 CALTRAN ENGINEERING / C•RdJP SUBJECT: Wynwood Business Improvement District (BID) Traffic Study Neighborhood Revitalization District NRD-1 Engineer's Certification I, Juan S. Calderon, certify that I currently hold an active Professional Engineer's License in the State of Florida and I am competent through education and experience to provide engineering services in the civil and traffic engineering disciplines contained in this report. I further certify that this report was prepared by me, or under my responsible charge, as required by Chapter 61G15-18.001 F.A.C. and that all statements, conclusions and recommendations made herein are tr act to the best of my knowledge and ability. �,oil u u rrr,�s `% S CAl: pli,�r 0ENs• p.'0 • :*- * . 5r. STATE OF : ieieSS�Q • N A i e.\- tinti Juan S. Calderon, P.E. PTOE State of Florida Board of Professional Engineers, Professional Engineer License No. 58569 State of Florida Board of Professional Engineers Certificate of Authorization No.29379 CALTRAN Engineering Group, Inc. (CALTRAN) was retained by the Wynwood Business Improvement District (BID) to assess a Traffic Analysis for the future implementation of the Wynwood Neighborhood Revitalization District (NRD-1). This new district will imply a change of zone to a mixed -Use development bounded by: 1-95 on the west, on the north is NW 29th Street including some parcels fronting NW 29th Street at the northern side of the street between NW 2nd Avenue and N Miami Avenue, NW 20th Street on the south, and the FEC Corridor on the east. This Neighborhood Revitalization District is located in the City of Miami within Miami -Dade County. The BID Traffic Study included field observations, data collection, traffic engineering assessment, and the development of conclusions and recommendations regarding the potential traffic impact generated. This report follows the methodologies adopted by the latest MUTCD, the Institute of Transportation Engineers (ITE), and the Miami -Dade County Standards. Intent: As Wynwood's history states, the Wynwood Art District is home to over 70 Art Galleries, retail stores, drinking places among other businesses. Taking over what used to be the warehouse and manufacturing district of the Greater Miami, developers have rehabilitated and neglected warehouses, shuttered factories, and other unused buildings, transforming them into the numerous art complexes, galleries, performing art spaces, restaurants, cafes, and other creative businesses within Light Industrial (D1), Medium Density Residential (T5-L), Urban Core (T6), General Urban (T4) and Civic Institutional (CI) zones. The desired General Commercial Zones modifications will affect 149.228 acres approximately at 100% maximum building coverage as shown in Appendix A that includes existing and future land uses and zoning. The main objective of this memorandum is to conduct an evaluation of the potential traffic impact and trip generation from the desired growth of the Wynwood Art District considering the existing and the implementation future conditions. 730 N.W.107' Avenue, Suite 115 • Miami, FL 33172 • Tel: 786-456-7700 • Fax: 786-513-0711 Page 2 www.caltrang roup.com Traffic Impact Study TABLE OF CONTENTS CALTRAN ENGINEERING GROUP 1.0 Roadway Characteristics 4 2.0 Traffic Data Collection 5 3.0 Existing Roadway Segment Capacity Analysis 7 4.0 Trip Generation Analysis 10 5.0 Future Conditions 12 6.0 Level of Service Analysis 18 7.0 Conclusions 21 Figure 1. Site Location 3 Figure 2. Wynwood Existing AM & PM Peak Hour Volumes 15 Figure 3. Wynwood Business Improvement District (BID) Additional Trips 16 Figure 4.Wynwood Business Improvement District (BID) Future AM&PM Peak Hour Volumes 17 Table 1: Study Area Peak Hour Traffic Volumes 5 Table 2: One -Way Feasibility Study Traffic Volumes 6 Table 3: Existing Person -Trip Volume and Capacity for AM Peak 8 Table 4: Existing Person -Trip Volume and Capacity for PM Peak 9 Table 5: ITE Trip Generation for Existing Conditions 10 Table 6: ITE Trip Generation for Future Conditions 11 Table 7: Trip Generation Summary 11 Table 8: Wynwood BID 2035 Trip Distribution 12 Table 9: AM Peak Study Area trip assingments 13 Table 10: PM Peak Study Area trip assingments 13 Table 11: FSUTMS Model Traffic Volumes 14 Table 12: Model Trend Analysis 14 Table 13: Future Person -Trip Volume and Capacity for AM Peak 15 Table 14: Future Person -Trip Volume and Capacity for PM Peak 16 List of Appendix A. Land use+ zoning with maps B. Data collection C. Transit data D. ITE trip generation worksheet E. TAZ zone averages F. Growth rate analysis 730 N.W. 107th Avenue, Suite 115 • Miami, FL 33172 • Tel: 786-456-7700 • Fax: 786-513-0711 Page 1 www.caltrangroup.com ' CALTRAN ENGINEERING GROUP mg 170' 24tn St i . N','; 2i` p • — W2-2iH;7x _ Omni I !'A,' 201 r ut t ;', 'J5id20Lfl La "l'; < 27tn C. °'r: 26ti rrr: 25tn r:t I Ili ' I ; II 2Otr Et Jdim �• I ,JE_ { .._Vr-: 2Ethr ` I I Ile. —NE 25t•nt WMF VE24th'5t ,`1E .[]tn Si NE 22-id, t E Figure 1. Site Location 730 N.W. 107th Avenue, Suite 115 • Miami, FL 33172 • Tel: 786-456-7700 • Fax: 786-513-0711 Page 3 www.caltrangroup.com Traffic Impact Study ' CALTRAN ENGINEERING GROUP 1.0 Roadway Characteristics The roadway characteristics adjacent to the new facility were collected and verified through field observations which are described below: NW 29th Street NW 29th Street is an Urban Major Collector which runs east -west as a four -lane undivided roadway. NW 29th Street is classified under FDOT Section ID 87000437 Active -on System from milepost 1.145 — 1.779. The Roadway is signalized at NW 5th Avenue, NW 2nd Avenue, and North Miami Avenue, which served as access points into the Wynwood Art District. The posted speed limit is 35 mph. No proposed modifications are expected for this road. NW 61 Avenue NW 6th Avenue is a local roadway that provides north -south access within the project area. Between NW 20th Street and NW 29th, NW 6th Avenue is a two lane undivided roadway. NW 20th Street NW 20th Street is an Urban Minor Arterial which runs east -west as a four -lane divided roadway up until NW 2nd Avenue, where the roadway segment becomes undivided. NW 20th Street is classified under FDOT Section ID 87000155 from mile post 0.000 to 0.638. The roadway is signalized at NW 3rd Avenue, NW 2nd Avenue, NW 1st Place, NW 1st Avenue and North Miami Avenue. No speed limit posted along study area. North Miami Avenue North Miami Avenue is Urban Minor Arterial which runs north -south as an undivided four lane roadway. North Miami Avenue is classified Under FDOT Section ID 87032501, Active -on System from mile posts 0.274-0.852. The roadway is signalized at NW 20th Street, and NW 29th Street. At the east side of North Miami Avenue, rail road under FEC ID 272636K travels north to south. NW 2�d Avenue NW 2nd Avenue is Urban Major Collector roadway which runs north -south as an undivided two lane roadway under FDOT Section ID 87068500 from milepost 0.484-1. The roadway is signalized at NW 20th Street, and NW 29th Street. There is no posted speed limit within the study area. On -Street parking is permitted along NW 2nd Avenue within the Wynwood Art District. One-way Roadway facilities Upon inspection of the project area, we observed that there are several one-way facilities within study area. These roads were converted as part of the study Miami Dade Parking Authority, Traffic Operational Analysis for Feasibility of One-way Operation, Wynwood Arts District Area. These one way facilities are listed as follows: • NW 25th Street from NW 5th Avenue to NW 2nd Avenue with traffic flow in the westbound direction. • NW 24th Street from NW 5th Avenue to North Miami Avenue with traffic flow towards the eastbound direction. • NW 23rd Street from NW 5th Avenue to NW 2nd Avenue with traffic flow in the westbound direction. These one-way roads are used to streamline traffic flow to and from Wynwood much like the downtown of a city. There is street parking along both sides of these one way facilities. 730 N.W. 107th Avenue, Suite 115 • Miami, FL 33172 • Tel: 786-456-7700 • Fax: 786-513-0711 Page 4 www.caltrangroup.com Traffic Impact Study ' CALTRAN ENGINEERING GROUP 2.0 Traffic Data Collection Traffic Data was collected on a typical weekday (Wednesday June 10, 2015). The data collection includes 24-hour machine counts at the concerned roadway segments. To account for seasonal variations in traffic, raw data was multiplied by a peak season factor of 1.04 obtained from the 2013 Florida Traffic Information Online. Raw reports can be found in Appendix B. • Bi-directional Volumes: The 24-hour bi-directional machine volume counts are summarized shown below in Table 1: Table 1: Study Area Peak Hour Traffic Volumes Roadway From To PSF AM Peak Volume PM Peak Volume NW 6th Avenue NW 29th Street NW 20th Street 1.04 125 265 NW 5th Avenue NW 29th Street NW 20th Street 1.04 254 472 DA Dorsey Avenue NW 29th Street NW 25th Street 1.04 76 148 NW 2nd Avenue NW 29th Street NW 20th Street 1.04 606 1026 NW 1st Place NW 23rd Street NW 20th Street 1.04 36 81 NW 1st Court NW 23rd Street NW 20th Street 1.04 53 109 NW 1st Avenue NW 29th Street NW 20th Street 1.04 175 185 NW Miami Court NW 23rd Street NW 20th Street 1.04 72 135 N Miami Avenue NW 29th Street NW 20th Street 1.04 1133 1469 NW 28th Street NW 6th Avenue NW 5th Avenue 1.04 41 78 NW 5th Avenue NW 2nd Avenue 1.04 41 78 NW 2nd Avenue NW Miami Avenue 1.04 41 78 NW 27th Street NW 6th Avenue NW 5th Avenue 1.04 66 144 NW 5th Avenue NW 2nd Avenue 1.04 66 144 NW 2nd Avenue NW Miami Avenue 1.04 66 144 NW 26th Street NW 6th Avenue NW 5th Avenue 1.04 49 83 NW 22nd Street NW 6th Avenue NW 5th Avenue 1.04 9 12 NW 5th Avenue NW 2nd Avenue 1.04 52 71 NW 2nd Avenue NW Miami Avenue 1.04 88 80 NW 21th Street NW 3rd Avenue NW Miami Avenue 1.04 66 100 NW 20th Street NW 5th Place NW Miami Avenue 1.04 1161 1161 In addition, based on the Miami Dade Parking Authority, Traffic Operational Analysis for Feasibility of One-way Operation, Wynwood Arts District Area (April 2014) (p.13 & 14), data Collection effort for this study consisted of 4-hour Turning movement Counts (TMCs). The Counts were performed on a typical weekday and collected during the AM and PM peak periods (respectively 7:00 AM to 9:00 AM and 4:00 to 6:00 PM). The TMCs were collected on March 4th and 5th, 2014 (Tuesday and Wednesday) at the following intersections within the study area. • NW 23rd Street and NW 5th Avenue. • NW 24th Street and NW 5th Avenue. • NW 25th Street and NW 5th Avenue. • NW 23rd Street and NW 2nd Avenue (East Leg Intersection). • NW 23rd Street and NW 2nd Avenue (West Leg Intersection). • NW 24th Street and NW 2nd Avenue (East Leg Intersection). • NW 24th Street and NW 2nd Avenue (West Leg Intersection). • NW 25th Street and NW 2nd Avenue. • NW 23rd Street and NW 2nd Avenue. • NW 24th Street and North Miami Avenue (East Leg Intersection). • NW 24th Street and North Miami Avenue (West Leg Intersection). • NW 25th Street and North Miami Avenue (East Leg Intersection). • NW 25th Street and North Miami Avenue (West Leg Intersection). • North Miami Avenue and NW 26th Street. • NW 2nd Avenue and NW 26th Street. 730 N.W. 107th Avenue, Suite 115 • Miami, FL 33172 • Tel: 786-456-7700 • Fax: 786-513-0711 Page 5 www.caltrangroup.com Traffic Impact Study ' CALTRAN ENGINEERING GROUP The area -wide AM and PM one -hour peak periods were determined based on a frequency analysis of the peak hours at the intersections where traffic data were collected. The one -hour peak periods for the study area are as follows: AM peak hour from 8:00 AM to 9:00 AM and PM peak hour from 4:30 PM to 5:30 PM. This information is summarized below in Table 2.To account for seasonal variations in traffic, the unbalanced TMCs at the study intersections were multiplied by a peak season factor of 0.97 obtained from the 2013 Florida Traffic Information Online. Table 2: One -Way Feasibility Study Traffic Volumes Roadway From To 1 PSF AM Peak Volume PM Peak Volume NW 26th Street NW 5th Avenue NW 2nd Avenue 0.97 77 121 NW 2nd Avenue NW Miami Avenue 0.97 85 67 NW 25th Street NW 5th Avenue NW 2nd Avenue 0.97 44 88 NW 2nd Avenue NW Miami Avenue 0.97 116 78 NW 24th Street NW 6th Avenue NW 5th Avenue 0.97 30 43 NW 5th Avenue NW 2nd Avenue 0.97 45 76 NW 2nd Avenue NW Miami Avenue 0.97 32 50 NW 23nd Street NW 6th Avenue NW 5th Avenue 0.97 18 21 NW 5th Avenue NW 2nd Avenue 0.97 29 54 NW 2nd Avenue NW Miami Avenue 0.97 73 142 730 N.W. 107th Avenue, Suite 115 • Miami, FL 33172 • Tel: 786-456-7700 • Fax: 786-513-0711 Page 6 www.caltrangroup.com Traffic Impact Study 3.0 Existing Roadway Segment Capacity Analysis ' CALTRAN ENGINEERING GROUP Existing traffic conditions for the project area corridors have been established using the person -trip based corridor capacity method. The existing traffic conditions analysis identifies the person -trip volumes and person -trip capacities of the corridors, as well as establishes existing person -trip usage. An adopted standard of LOS E applies to the transportation corridors as measured by the person -trip method. The calculation of the person -trip capacity for each of the study corridors was analyzed based the following general guidelines. First the vehicular capacity of corridor will be updated using one or more of the applicable methods: • The peak hour period maximum service volume consistent with the adopted level of service standards from the Miami Comprehensive Neighborhood Plan (MCNP) and from the Miami -Dade County Comprehensive Development Master Plan, where specialized levels of service are granted to roadways adjacent to transit facilities • The 2013 FDOT Quality/LOS Handbook to establish the vehicular capacity at the adopted level of service standard • The 2013 FDOT Quality/LOS Handbook for roadways which are part of the Florida Intrastate Highway System (FIHS) The available person -trip capacity for each corridor during the AM and PM peak hours are shown in Table 3 and Table 4, respectively. A general level of service designation is provided for each study corridor based on the calculated available person - trip capacity. One factor which must be taken to consideration during analysis is the use of transit services. There are three bus routes which operate within out project limits, which include route 2, 6 and 32. A detailed map of the bus routes and stop within project limits are located in Appendix C. A person -trip level of service look -up table was developed based on the ratios derived from the FDOT's 2013 Quality/Level of Service Handbook. Based upon the person -trip evaluation for existing traffic conditions, we can conclude that all of the study corridors currently operate within the "person -trip" level of service standards. 730 N.W. 107th Avenue, Suite 115 • Miami, FL 33172 • Tel: 786-456-7700 • Fax: 786-513-0711 Page 7 www.caltrangroup.com w z G O --.l CD lame J:txIstIng person -I rip volume ana Lapacity Tor AIVI rem Corridor From To Roadway Transit Conditions Segment Total Direction Roadway Vehicular Capacity Person -Trip Capacity PPV=1.6 Roadway Vehicular Volume Person -Trip Volume PPV=1.4 Excess Person -Trip Capacity Total Person -Trip Capacity Person -Trip Volume Excess Person -Trip Capacity Segment Person -Trip Capacity Segment Person -Trip Volume Excess Person -Trip Excess Capacity P y Segment Person Trip WC LOS NW6thAvenue NW20thStreet NW29thStreet SB-NB 1,275 2040 130 182 1,858 0 0 0 2040 130 1,910 0.06E CCD NW5thAvenue NW20thStreet NW29thStreet SB-NB 1,700 2720 264 369.824 2,350 0 0 0 2720 264 2,456 0.10E Cn C D.A Dorsey Avenue NW 25th Street NW 29th Street SB-NB 1,275 2040 79 110.656 1,929 0 0 0 2040 79 1,961 0.04 E .= NW 2nd Avenue NW 20th Street NW 29th Street SB-NB 1,615 2584 630 882.336 1,702 165 12 153 2749 795 1,954 0.29 E NMiami Avenue NW20thStreet NW29thStreet SB-NB 3,249 5198.4 1,178 1649.648 3,549 55 4 51 5253 1,233 4,020 0.23E 01 • NW29thStreet NW6thAvenue NW Miami Avenue WB-EB 3,249 5198.4 3,276 4586.4 612 55 6 49 5253 3,331 1,922 0.63 C NW28thStreet NW6thAvenue NW Miami Avenue WB-EB 1,275 2040 43 59.696 1,980 0 0 0 2040 43 1,997 0.02E NW27thStreet NW6thAvenue NW Miami Avenue WB-EB 1,275 2040 69 96.096 1,944 0 0 0 2040 69 1,971 0.03E _. T NW26thStreet NW6thAvenue NW5thAvenue WB-EB 1,275 2040 51 71.344 1,969 0 0 0 2040 51 1,989 0.02 B NW5thAvenue NW2ndAvenue WB-EB 1,275 2040 75 104.566 1,935 0 0 0 2040 75 1,965 0.04 B -t ly -h NW2ndAvenue NW Miami Avenue WB-EB 1,275 2040 82 115.43 1,925 0 0 0 2040 82 1,958 0.04 B r 0...)NW25thStreet NW5thAvenue NW2ndAvenue WB 768 1228.8 43 59.752 1,169 0 0 0 1229 43 1,186 0.03 B n NW2ndAvenue NW Miami Avenue WB-EB 1,275 2040 113 157.528 1,882 0 0 0 2040 113 1,927 0.06 B j -.NJNW6thAvenue N • NW24th Street NW5thAvenue WB-EB 1,275 2040 29 40.74 1,999 0 0 0 2040 29 2,011 0.01 B 13 ly NW5thAvenue NW2ndAvenue EB 640 1024 44 61.11 963 0 0 0 1024 44 980 0.04 B NW2ndAvenue NW Miami Avenue EB 640 1024 31 43.456 981 0 0 0 1024 31 993 0.03 B CI CD CCO NW23ndStreet NW6thAvenue NW5thAvenue WB-EB 1,275 2040 17 24.444 2,016 0 0 0 2040 17 2,023 0.01B CoCD NW5thAvenue NW2ndAvenue WB 768 1228.8 28 39.382 1,189 0 0 0 1229 28 1,201 0.02 B c NW2ndAvenue NW Miami Avenue WB-EB 1,275 2040 71 99.134 1,941 0 0 0 2040 71 1,969 0.03 B CL G Cr NW22ndStreet NW6thAvenue NW Miami Avenue WB-EB 1,275 2040 9 13.104 2,027 0 0 0 2040 9 2,031 0.00E NW5thAvenue NW2ndAvenue WB-EB 1,275 2040 54 75.712 1,964 0 0 0 2040 54 1,986 0.03E NW2ndAvenue NW Miami Avenue WB-EB 1,275 2040 92 128.128 1,912 55 12 43 2095 147 1,948 0.07E NW21stStreet NW3rdAvenue NW Miami Avenue WB-EB 1,275 2040 69 96.096 1,944 0 0 0 2040 69 1,971 0.03E CD C) • NW20thStreet NW 5th Place NW 2nd Avenue WB-EB 1,700 2720 1,207 1690.416 1,030 0 0 0 2720 1,207 1,513 0.44 C NW2ndAvenue NW Miami Avenue WB-EB 1,275 2040 1,207 1690.416 350 0 0 0 2040 1,207 833 0.59 C T N NW 1st Place NW 23rd Street NW 20th Street SB-NB 1,275 2040 37 52.416 1,988 0 0 0 2040 37 2,003 0.02 B k NW 1st Court NW 23rd Street NW 20th Street SB-NB 1,275 2040 55 77.168 1,963 0 0 0 2040 55 1,985 0.03 B NW 1st Avenue NW 29th Street NW20thStreet SB-NB 1,275 2040 182 254.8 1,785 0 0 0 2040 182 1,858 0.09E Co Cn NW Miami Court NW 23rd Street NW 20th Street SB-NB 1,275 2040 75 104.832 1,935 0 0 0 2040 75 1,965 0.04 B w CD CO Notes: [1] [2]Person-Trip capacity is derived by applying a 1.6vehicle occupancy to the vehicular capacity [3]The roadway vehicular volume is obtained from Table 1 and Table 2 [4]Person-Trip Volume is derived by applying a 1.4vehicle occupancy to the vehicular capacity [5]Total transit person -trip is optained from appendix C [6] The Person Trip LOS is provided consistent with the FDOT's Quality/Level of Service handbook. 1.6 1.4 W Cz cll CCL CD CO Table 4: Existing Person -Trip Volume and Capacity for PM Peak Corridor From To Roadway Transit Conditions Segment Total Direction Roadway Vehicular Capacity Person -Trip Capacity PPV=1.6 Roadway Vehicular Volume Person -Trip Volume PPV=1.4 Excess Person -Trip Capacity Total Person -Trip Capacity Person -Trip Volume Excess Person -Trip Capacity Segment Person -Trip Capacity Segment Person -Trip Volume Excess Person -Trip Excess Capacity Segment Trip Person V/C LOS NW6thAvenue NW 20th Street NW 29th Street SB-NB 1,275 2040 276 385.84 1,654 0 0 0 2040 386 1654 0.19 B NW5thAvenue NW 20th Street NW 29th Street SB-NB 1,700 2720 491 687.232 2,334 0 0 0 2720 687 2033 0.25 B D.A Dorsey Avenue NW 25th Street NW 29th Street SB-NB 1,275 2040 154 215.488 1,654 0 0 0 2040 215 1825 0.11 E NW2ndAvenue NW 20th Street NW 29th Street SB-NB 1,615 2584 1,067 1493.856 2,198 165 14 151 2749 1508 1241 0.55 C N Miami Avenue NW 20th Street NW 29th Street SB-NB 3,249 5198.4 1,528 2138.864 4,813 55 3 52 5253 2142 3112 0.41 E NW 29th Street NW6thAvenue NW Miami Avenue WB-EB 3,249 5198.4 3,276 4586.4 4,813 55 4 51 5253 4590 663 0.87 C NW28thStreet NW6thAvenue NW Miami Avenue WB-EB 1,275 2040 81 113.568 1,654 0 0 0 2040 114 1926 0.06E NW27thStreet NW6thAvenue NW Miami Avenue WB-EB 1,275 2040 150 209.664 1,654 0 0 0 2040 210 1830 0.10E NW26thStreet NW6thAvenue NW5thAvenue WB-EB 1,275 2040 86 120.848 1,654 0 0 0 2040 121 1919 0.06E NW5thAvenue NW2ndAvenue WB-EB 1,275 2040 117 164.318 1,654 0 0 0 2040 164 1876 0.08 B NW2ndAvenue NW Miami Avenue WB-EB 1,275 2040 65 90.986 1,654 0 0 0 2040 91 1949 0.04 B -h n NW25thStreet NW5thAvenue NW2ndAvenue WB 768 1228.8 85 119.504 843 0 0 0 1229 120 1109 0.10 B NW2ndAvenue NW Miami Avenue WB-EB 1,275 2040 76 105.924 1,654 0 0 0 2040 106 1934 0.05 B NW24thStreet NW6thAvenue NW5thAvenue WB-EB 1,275 2040 42 58.394 1,654 0 0 0 2040 58 1982 0.03 B NW5thAvenue NW2ndAvenue EB 640 1024 74 103.208 638 0 0 0 1024 103 921 0.10 B tv NW2ndAvenue NW Miami Avenue EB 640 1024 49 67.9 638 0 0 0 1024 68 956 0.07B NW23ndStreet NW6thAvenue NW5thAvenue WB-EB 1,275 2040 20 28.518 1,654 0 0 0 2040 29 2011 0.01 B l. NW5thAvenue NW2ndAvenue WB 768 1228.8 52 73.332 843 0 0 0 1229 73 1155 0.06 B Q NW2ndAvenue NW Miami Avenue WB-EB 1,275 2040 138 192.836 1,654 0 0 0 2040 193 1847 0.09 B K NW22ndStreet NW6thAvenue NW Miami Avenue WB-EB 1,275 2040 12 17.472 1,654 0 0 0 2040 17 2023 0.01E NW5thAvenue NW2ndAvenue WB-EB 1,275 2040 74 103.376 1,654 0 0 0 2040 103 1937 0.05E NW2ndAvenue NW Miami Avenue WB-EB 1,275 2040 83 116.48 1,654 0 0 0 2040 116 1924 0.06E NW21thStreet NW3rdAvenue NW Miami Avenue WB-EB 1,275 2040 104 145.6 1,654 0 0 0 2040 146 1894 0.07E NW20[hStreet NW5thPlace NW2ndAvenue WB-EB 1,700 2720 1,207 1690.416 2,334 55 20 35 2775 1710 1065 0.62 C NW2ndAvenue NW Miami Avenue WB-EB 1,275 2040 1,207 1690.416 1,654 55 20 35 2095 1710 385 0.82 C NW 1st Place NW 23rd Street NW 20th Street SB-NB 1,275 2040 84 117.936 1,654 0 0 0 2040 118 1922 0.06 B NW 1st Court NW 23rd Street NW 20th Street SB-NB 1,275 2040 113 158.704 1,654 0 0 0 2040 159 1881 0.08 B NW1st Avenue NW29thStreet NW20thStreet SB-NB 1,275 2040 192 269.36 1,654 0 0 0 2040 269 1771 0.13 B NW Miami Court NW23rdStreet NW20thStreet SB-NB 1,275 2040 140 196.56 1,654 0 0 0 2040 197 1843 0.10 B 1.6 Notes: [1] [2]Person-Trip capacity is derived by applying a 1.6 vehicle occupancy to the vehicular capacity [3]The roadway vehicular volume is obtained from Table 1 and Table 2 [4]Person-Trip Volume is derived by applying a 1.4 vehicle occupancy to the vehicular capacity [5]Total transit person -trip is optained from appendix C [6] The Person Trip LOS is provided consistent with the FDOT's Quality/Level of Service handbook. 1.4 Traffic Impact Study 4.0 Trip Generation Analysis ' CALTRAN ENGINEERING GROUP Based on the City Of Miami Comprehensive Plan Person -Trip calculation, a trip Generation analysis was performed in order to evaluate the potential trips that could be generated by the future mixed -used. The estimated trips for the future land use were evaluated with land Use Codes from the Institute of Transportation Engineers (ITE) and utilizing the Trip Generation Online Traffic Impact Study Software (OTIIS) 9th Edition. An occupancy adjustment of 16% has been made based on Miami's 1.4 persons per vehicle versus ITE's 1.2 persons/vehicle. A transit and pedestrian/bicycle trip reduction of 14.9% and 10% were applied based on the Development of Regional Impact (DRI) Increment II. Table 5 and 6 summarizes the existing and the potential trips for the proposed conditions. It should be stated, in order to provide a conservative analysis, Trip Generation for the Mixed Used were analyzed based on area variables for a variety of Land Uses. Appendix D provides the ITE Generation Worksheets Table 5: ITE Trip Generation for Existing Conditions Land Use Code Existing Land use Units AM Peak Hour Entry % Exit Total Trips PM Peak Hour % Entry % Exit Total Trips 110 General Light Industrial 81.31* 1000 Sq. 88% 66 12% 9 75 11% 9 89% 70 79 150 Warehousing 314.44* 1000 Sq. 79% 122 21% 33 155 25% 31 75% 93 124 820 Shopping Center 75.97* 1000 Sq. 62% 91 38% 55 146 48% 267 52% 290 557 942 Automobile Care Center 36.69* 1000 Sq. 66% 55 34% 28 83 48% 55 52% 59 114 932 High -Turnover Restaurant 1.48* 1000 Sq. 56% 9 44% 7 16 60% 9 40% 6 15 170 Utilities 57.79* 1000 Sq. 52% 24 48% 22 46 45% 20 55% 24 44 140 Manufacturing 456.8* 1000 Sq. 925 Drinking Place 7.35 *1000 Sq. Gross Vehicle Trips External Trip Reduction 78% 273 22% 77 350 7 T 73% 640 r 27% 231 871 36% 122 64% 218 340 66% 55 34% 28 83 42% 568 ▪ 58% 788 1,356 Vehicle Occupancy Adjustment 16.00% 73% 102 27% 37 139 42% 91 58% 126 217 Transit Trip Reduction 14.90% 73% 95 27% 34 130 42% 85 58% 117 202 Pedestrian/ Bicycle Trip reduction 10.00% 73% 64 27% 23 87 42% 57 58% 79 136 Vehicle Trips 73% 378 27% 137 515 42% 336 58% 466 801 Net External Person Trip Persons/Vehicle et External Person Trip in vehicle 1.40 73% 530 27% 191 721 42% 470 • 58% 652 1,122 Net External Person Trip in Transit 1.40 73% 134 P 27% 48 182 42% 118 P 58% 164 283 Net External Person Peds/Bicycle 1.40 73% 90 P 27% 32 122 42% 80 P 58% 110 190 Net Person Trips (Vehicle+Transit Modes) Net Person Trips (Pedestrians+Bicyles) Notes: 73% 83% 663 789 27% 17% 239 163 902 951 42% 35% 588 550 ▪ 58% 65% 816 1,037 1,405 1,587 [1] An occupancy adjustment of 16% has been made based on Miami's 1.4 persons per vehicle versus ITE's 1.2 persons/vehicle [2] A transit trip reduction of 14.90% has been made based on de Development of Regional Impact (DRI) Increment II [3] A pedestrian/bicycle transit trip reduction of 10.00% has been made based on de Development of Regional Impact (DRI) Increment II 730 N.W. 107th Avenue, Suite 115 • Miami, FL 33172 • Tel: 786-456-7700 • Fax: 786-513-0711 Page 10 www.caltrangroup.com Traffic Impact Study Table 6: ITE Trip Generation for Future Conditions ' CALTRAN ENGINEERING GROUP Land Use Code Future Land use Units AM Peak Hour PM Peak Hour % Entry % Exit Total TripsP % Entry % Exit Total 110 General Light Industrial 81.31* 1000 Sq. 88% 66 12% 9 75 11% 9 89% 70 79 170 Utilities 57.79* 1000Sq. 52% 24 48% 22 46 45% 20 55% 24 44 820 Shopping Center 75.97* 1000 Sq. 62% 91 38% 55 146 48% 267 52% 290 557 942 Automobile Care Center 36.69* 1000Sq. 66% 55 34% 28 83 48% 55 52% 59 114 932 High -Turnover Restaurant 1.48*1000Sq. 56% 9 44% 7 16 60% 9 40% 6 15 140 Manufacturing 456.8* 1000Sq. 78% 273 22% 77 350 36% 122 64% 218 340 220 Apartment 500Dwelling Units 20% 50 80% 199 249 65% 190 35% 103 293 750 Office Park 74.04Acres 88% 4427 12% 604 5031 17% 817 83% 3,988 4,805 879 Art Gallery Store 800*1000Sq. 44% 854 56% 1,087 1,941 876 Apparel Store 800 * 1000 Sq. 80% 640 20% 160 800 50% 1,532 50% 1,532 3,064 925 Drinking Place 7.35 * 1000 Sq. 66% 55 34% 28 83 Gross Vehicle Trips External Trip Reduction 83% 5,635 17% 1,161 6,796 35% 3,930 65% 7,405 11,335 Vehicle Occupancy Adjustment [11 16.00% 83% 902 17% 186 1,087 35% 629 65% 1,185 1,814 Transit TripReductionlzi 14.90% 83% 840 17% 173 1,013 35% 586 65% 1,103 1,689 Pedestrian/ Bicycle Trip reductionl31 10.00% 83% 564 17% 116 680 35% 393 65% 741 1,134 Vehicle Trips 83% 3,330 17% 686 4,016 35% 2,323 65% 4,376 6,699 Net External Person Trip Persons/Vehicle Net External Person Trip in vehicle 1.40 83% 4,662 17% 961 5,623 35% 3,252 65% 6,127 9,379 Net External Person Trip in Transit 1.40 83% 1,175 • 17% 242 1,418 35% 820 • 65% 1,545 2,364 Net External Person Peds/Bicycle 1.40 83% 789 • 17% 163 951 35% 550 • 65% 1,037 1,587 Net Person Trips (Vehicle+Transit Modes) Net Person Trips (Pedestrians+Bicyles) 83% 5,838' 17% 1,203 7,041 35% 4,071' 65% 7,672 11,743 83% 789 17% 163 951 35% 550 65% 1,037 1,587 Notes: [1] An occupancy adjustment of 16% has been made based on Miami's 1.4 persons per vehicle versus ITE's 1.2 persons/vehicle [2] A transit trip reduction of 14.90% has been made based on de Development of Regional Impact (DRI) Increment II [3] A pedestrian/bicycle transit trip reduction of 10.00% has been made based on de Development of Regional Impact (DRI) Increment II Vehicle Trips Table 7: Trip Generation Summary AM Peak hour Trips PM Peak hour Trips n •u o a n •u o a Proposed Uses 3,330 686 4,016 2,323 4,376 6,699 Existing Uses 378 137 515 336 466 801 Net External Trips 2,952 550 _ 3,502 1,987 3,911 5,898 • Capture Rates: Pass -by trips are usually trips that already exist within the network with intend to use certain land uses and those trips could be deducted from the raw trip generation, a maximum 10% of the exiting adjacent road traffic can be applied as pass -by trips rate according with ITE criteria. In order to maintain a moderate approach, no reduction rate on trips has been applied to the trip generation. 730 N.W. 107th Avenue, Suite 115 • Miami, FL 33172 • Tel: 786-456-7700 • Fax: 786-513-0711 Page 11 www.caltrangroup.com Traffic Impact Study 5.0 Future Conditions ' CALTRAN ENGINEERING GROUP As stated on the Wynwood Miami online site, the introduction of the Art Basel fair in 2002, Wynwood has seen some unexpected growth in a relatively short period of time as it gets more and more attention by the locals as the go -to place for an alternative and more cultural nightlife in the City of Miami. Though the influence and relevance of the arts community in Wynwood is undeniable, new, creative businesses of all types are opening their doors in the District and encountering success. Therefore, vacant lot areas are being repurposed in order to accommodate new Uses and Densities to create business opportunities. The concerned areas are located within Light Industrial (D1), Medium Density Residential (T5-L), Urban Core (T6), General Urban (T4) and Civic Institutional (CI) zones. The desired General Commercial Zones modifications will affect 149.228 acres at 100% Trip Distribution: The trip distribution for traffic volumes generated by the desired conditions of the Wynwood Art Development District was determined based upon the conservative assumption that the ingress traffic patterns will remain as per the turning movement volumes. Figure 2 depicts the forecasted traffic assignment and Figure 3 depicts the forecasted traffic conditions after the incremental trips generated by the repurposed land use. The trip distribution for egress traffic generated by the repurposing of land use was determined based on the conservative assumption of the 2035 Miami -Dade Long Range Transportation Plan traffic analysis zones and its turning movement count patterns. County TAZ Cardinal Directions are presented in Table 8. Table 8: Wynwood BID 2035 Trip Distribution MIAMI-DADE 2035 -__ ORIGIN ZONE DIRECTIONAL DISTRIBUTION SUMMARY NNE ENE CARDINAL DIRECTIONS ESE SSE SSW WSW WNW NNW TOTAL 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 5,976.00 PERCENT 10.88 5.22 11.29 19.71 13.83 19.51 10.97 8.58 495 3195 TRIPS 604 227 472 678 715 575 524 515 4,310.00 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 9,201.00 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 14,512.00 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 2,204.00 730 N.W. 107th Avenue, Suite 115 • Miami, FL 33172 • Tel: 786-456-7700 • Fax: 786-513-0711 Page 12 www.caltrangroup.com Traffic Impact Study Trip assignment: ' CALTRAN ENGINEERING GROUP The project traffic was assigned and distributed throughout the project area by means of the Carrdinal Distribution.The TAZ zones included were; 493,495,498,500,501,502 and their generalized distribution is shown above in table 8.The project area was treated as just one TAZ zone that is made up from the other TAZ zones (see Appendix E).The method implimented to estimate the distribution was influenced by the main corridors of roadways throughout the project limits. Thus, site acess is provided through main corridors into and out of the study area and shown below in Table 9 and Table 10. Table 9: AM Peak Study Area trip assingments ` TAZ Zones 1` net external % i Direction % of TAZ In Out Wynwood 100 NNW 13.51 407 76 NNE 12.60 376 70 ENE 5.37 162 31 ESE 7.85 244 45 SSE 12.26 368 69 SSW 16.37 464 85 WSW 18.97 542 101 WNW 13.08 389 73 total 2952 550 Table 10: PM Peak Study Area trip assingments TAZ Zones I, net external % Direction % of TAZ Wynwood 100 NNW 13.51 272 533 NNE 12.60 253 499 ENE 5.37 108 215 ESE 7.85 164 325 SSE 12.26 248 488 SSW 16.37 312 616 WSW 18.97 367 720 WNW 13.08 263 515 total 1987 3911 730 N.W. 107th Avenue, Suite 115 • Miami, FL 33172 • Tel: 786-456-7700 • Fax: 786-513-0711 Page 13 www.caltrangroup.com NW 29th St NW 28th St NW 27th St NW 26th St v 3 80 188 z NW 24th St NW 23rd St NW 22nd St Legend 1291284 NW 25th St NW 24th St 223 383 NW 23rd St One Way NW 29th St cu 99 177 p NW 28th St I NW 27th St NW 24th St NW 23rd St NW 21st St w tto LL CO N 4-, a) ++ O 3 i 3 O E fa o a Q E 2 W 'N 2 ma o 34-13 Traffic Impact Study ' CALTRAN ENGINEERING GROUP Growth Analysis: For the surrounding roadway network, as per the South Florida Regional Traffic Analysis Model, the highest variation in traffic between 2005 and 2035 are summarized in Table 11. Table 11: FSUTMS Model Traffic Volumes SOURCE SEGMENT YEAR AADT NW 29th Street 2005 17336 Model Volume Between I-95 and N Miami Avenue 2035 18704 N. Miami Avenue 2005 19281 Model Volume Between NW 29th Street and NW 20th Street 2035 28844 NW 20th Street 2005 15544 Model Volume Between 1-95 and N Miami Avenue 2035 22281 NW 2nd Avenue 2005 14743 Model Volume Between NW 29th Street and NW 20th Street 2035 17194 Traffic data projections were evaluated for the Linear, Exponential, and Decaying Exponential distribution under the model trend method. Table 12 shows model trend analysis results from the Model Growth Trend Calculation Tool. Table 12: Model Trend Analysis MODEL TREND CALCULATION Location Distribution Model Growth Rate NW 29th Street between I-95 and N Miami Avenue N. Miami Avenue Between NW 29th Street and NW 20th Street Linear 0.28% Exponential 0.27% Decaying Exponential Linear 0.27% 1.64% Exponential 1.35% Decaying Exponential 1.39% NW 2nd Avenue Between NW 29th Street and NW 20th Street NW 20th Street Between I-95 and N Miami Avenue Linear 1.47% Exponential 1.21% Decaying Exponential Linear 1.25% 0.56% Exponential 0.52% Decaying Exponential 0.54% Linear rates for the model trend calculations were chosen for study purposes. A summary of the Growth Trends Analysis is presented in Appendix F. 730 N.W. 107th Avenue, Suite 115 • Miami, FL 33172 • Tel: 786-456-7700 • Fax: 786-513-0711 Page 14 www.caltrangroup.com Traffic Impact Study 6.0 Level of Service Analysis ' CALTRAN ENGINEERING GROUP The existing and proposed conditions were analyzed for the project area with the limits from NW 20th Street to NW 29th street and NW 6th Avenue to North Miami Avenue. Specifically the change of land use and zoning that could affect the Level of Service (LOS). Level of service (LOS) is a measurement by which transportation engineers determine the quality of service on transportation infrastructure (automobile, and transit facilities) with quantitative structure into letters A through F, with A being the best and F being the worst. The Florida Department of Transportation (FDOT) Quality/ Level of Service Handbook set the standard for analysis. For LOS Analysis Purposes, We will group links of roadway between two points as to develop a segment level analysis. These segments are a group of consecutive links that have similar roadway, traffic and control characteristics for a mode of travel. The measurement of LOS is made for the peak period. An overall minimum peak -period LOS standard of E (100 percent utilization of person -trip capacity) must be maintained on transportation corridors. The existing person -trip volumes were combined with background growth and net external project person -trips to obtain the total year 2035 person -trip volume with project. The future person -trips volumes are compared to the future person -trips capacities to determine future level of service. The results are summarized in Table 13 and Table 14. All roadways analyzed are projected to operate within the existing LOS standard with the exception of NW 29th Street which does reach a Level of Service of during PM peak hours. 730 N.W. 107th Avenue, Suite 115 • Miami, FL 33172 • Tel: 786-456-7700 • Fax: 786-513-0711 Page 18 www.caltrangroup.com 730 N.W. 107 h Avenue, Suite 115 • Miami, FL 11-L0-E 1.5-98L :xe- • 00LL-95i-98L :lel • ZL 1-EE Table 13: FuturePerson-Trip Volume and Capacity for AM Peak Corridor From To Existing Land Uses Repurposed Land Uses Direction SB-NB Existing Person- Trip Volumes 130 Future Background Person -Trip 159 Committed Deveopment Person -Trip 0 Future Person- Trip Volume 159 Future Person- Trip Capacity 2040 Future w/out land use change Person- Trip Project Person- Trip Volume Total Person- Trip Volumes 208 Future Person- Trip Capacity 2040 Future with Repurposed land Person -Trip NW 6th Avenue NW 20th Street NW 24th Street NW 29th Street V/C LOS V/C LOS 0.08 B 49 0.10 B NW 24th Street SB-NB 130 159 0 159 2040 0.08 B 63 222 2040 0.11 B NW Sth Avenue NW 22nd Street NW 24th Street SB-NB 264 322 0 322 2720 0.12 B 113 435 2720 0.16 B NW 24th Street NW 29th Street SB-NB 264 322 0 322 2720 0.12 B 147 469 2720 0.17 B D.A Dorsey Avenue NW 25th Street NW 29th Street SB-NB 79 96 0 96 2040 0.05 B 63 159 2040 0.08 B NW 2nd Avenue NW 20th Street NW 24th Street SB-NB 795 970 0 970 2749 0.35 B 476 1,446 2749 0.53 C NW 24th Street NW 29th Street SB-NB 795 970 0 970 2749 0.35 B 236 1,206 2749 0.44 C N Miami Avenue NW 20th Street NW 24th Street SB-NB 1,233 1708 0 1,708 5253 0.33 B 136 1,844 5253 0.35 B NW 24th Street NW 29th Street SB-NB 1,233 1708 0 1,708 5253 0.33 B 89 1,797 5253 0.34 B NW 29th Street NW 6th Avenue NW 2nd Avenue WB-EB 3,331 4064 0 4,064 5253 0.77 C 345 4,409 5253 0.84 C NW 2nd Avenue NW Miami Avenue WB-EB 3,331 4064 0 4,064 5253 0.77 C 89 4,153 5253 0.79 C NW 28th Street NW 6th Avenue NW 2nd Avenue WB-EB 43 52 0 52 2040 0.03 B 37 89 2040 0.04 B NW 2nd Avenue NW Miami Avenue WB-EB 43 52 0 52 2040 0.03 B 38 90 2040 0.04 B NW 27th Street NW 6th Avenue NW 2nd Avenue WB-EB 69 84 0 84 2040 0.04 B 37 121 2040 0.06 B NW 2nd Avenue NW Miami Avenue WB-EB 69 84 0 84 2040 0.04 B 38 122 2040 0.06 B NW 26th Street NW 6th Avenue NW 5th Avenue WB-EB 51 62 0 62 2040 0.03 B 37 99 2040 0.05 B NW 5th Avenue NW 2nd Avenue WB-EB 75 91 0 91 2040 0.04 B 37 128 2040 0.06 B NW 2nd Avenue NW Miami Avenue WB-EB 82 101 0 101 2040 0.05 B 28 129 2040 0.06 B NW 25th Street NW 5th Avenue NW 2nd Avenue WB 43 52 0 52 1229 0.04 B 37 89 1229 0.07 B NW 2nd Avenue NW Miami Avenue WB-EB 113 137 0 137 2040 0.07 B 28 165 2040 0.08 B NW 24th Street NW 6th Avenue NW 5th Avenue WB-EB 29 36 0 36 2040 0.02 B 37 73 2040 0.04 B NW 5th Avenue NW 2nd Avenue EB 44 53 0 53 1024 0.05 B 155 208 1024 0.20 B NW 2nd Avenue NW Miami Avenue EB 31 38 0 38 1024 0.04 B 130 168 1024 0.16 B NW 23nd Street NW 6th Avenue NW 5th Avenue WB-EB 17 21 0 21 2040 0.01 B 67 88 2040 0.04 B NW 5th Avenue NW 2nd Avenue WB 28 34 0 34 1229 0.03 B 155 189 1229 0.15 B NW 2nd Avenue NW Miami Avenue WB-EB 71 86 0 86 2040 0.04 B 201 287 2040 0.14 B NW 22nd Street NW 6th Avenue NW 5th Avenue WB-EB 9 11 0 11 2040 0.01 B 67 78 2040 0.04 B NW 5th Avenue NW 2nd Avenue WB-EB 54 66 0 66 2040 0.03 B 67 133 2040 0.07 B NW 2nd Avenue NW Miami Avenue WB-EB 147 179 0 179 2095 0.09 B 86 265 2095 0.13 B NW 21st Street NW 3rd Avenue NW 2nd Avenue WB-EB 69 84 0 84 2040 0.04 B 49 133 2040 0.07 B NW 2nd Avenue NW Miami Avenue WB-EB 69 84 0 84 2040 0.04 B 35 119 2040 0.06 B NW 20th Street NW 5th Place NW 2nd Avenue WB-EB 1,207 1617 0 1,617 2720 0.59 C 155 1,772 2720 0.65 C NW 2nd Avenue NW Miami Avenue WB-EB 1,207 1617 0 1,617 2720 0.59 C 136 1,753 2720 0.64 C NW 1st Place NW 23rd Street NW 20th Street SB-NB 37 46 0 46 2040 0.02 B 35 81 2040 0.04 B NW 1st Court NW 23rd Street NW 20th Street SB-NB 55 67 0 67 2040 0.03 B 35 102 2040 0.05 B NW 1st Avenue NW 29th Street NW 20th Street SB-NB 182 222 0 222 2040 0.11 B 35 257 2040 0.13 B NW Miami Court NW 23rd Street NW 20th Street SB-NB 75 91 0 91 2040 0.04 B 35 126 2040 0.06 B Notes: [1] Existing person -trip volumes is obtianed from Table 3 segment person -trip volume [2] Year 2035 background person -trip volume is devrived by applying annual growth factor shown in table 12 [3] The total future peak hour person -trip capacity is obtianed by adding all modes of transportation [4] LOS is derived using FDOT's Quality/level of service handbook [5] Project person -trip volume is derived from trip generation analysis table 5 and table 6 I .ni ;pe• w DI ea W Z D CD CD CJi 2 I- LLO E L 9 98L :XL'- • OOLL 99i 98L :lel • ZL l-EE lame 14: To NW 24th Street NW 29th Street ruturererson- I rip volume ana Lapaclty Tor rivi real( Corridor NW 6th Avenue From NW 20th Street Existing Land Uses Repurposed Land Uses Direction Existing Person- Trip Volumes 386 Future Background Person -Trip Committed Deveopment Person -Trip Future Person -Trip Volume Future Person- Trip Capacity Future w/out land use change Person- Trip Project Person- Trip Volume 49 Total Person- Trip Volumes 520 Future Person- Trip Capacity Future with Repurposed land Person -Trip V/C 0.23 LOS B V/C 0.25 LOS B SB-NB 471 0 471 2040 2040 NW 24th Street SB-NB 386 471 0 471 2040 0.23 B 63 534 2040 0.26 B NW 5th Avenue NW 22nd Street NW 24th Street SB-NB 687 838 0 838 2720 0.31 B 113 951 2720 0.35 B NW 24th Street NW 29th Street SB-NB 687 838 0 838 2720 0.31 B 147 985 2720 0.36 B D.A Dorsey Avenue NW 25th Street NW 29th Street SB-NB 215 262 0 262 2040 0.13 B 63 325 2040 0.16 B NW 2nd Avenue NW 20th Street NW 24th Street SB-NB 1,508 1,840 0 1,840 2749 0.67 C 476 2,316 2749 0.84 C NW 24th Street NW 29th Street SB-NB 1,508 1,840 0 1,840 2749 0.67 C 236 2,076 2749 0.76 C N Miami Avenue NW 20th Street NW 24th Street SB-NB 2,142 2966 0 2,966 5253 0.56 C 136 3,102 5253 0.59 C NW 24th Street NW 29th Street SB-NB 2,142 2966 0 2,966 5253 0.56 C 89 3,055 5253 0.58 C NW 29th Street NW 6th Avenue NW 2nd Avenue WB-EB 4,590 5601 0 5,601 5253 1.07 E 345 5,946 5253 1.13 E NW 2nd Avenue NW Miami Avenue WB-EB 4,590 5601 0 5,601 5253 1.07 E 89 5,690 5253 1.08 E NW 28th Street NW 6th Avenue NW 2nd Avenue WB-EB 114 139 0 139 2040 0.07 B 37 176 2040 0.09 B NW 2nd Avenue NW Miami Avenue WB-EB 114 139 0 139 2040 0.07 B 38 177 2040 0.09 B NW 27th Street NW 6th Avenue NW 2nd Avenue WB-EB 210 256 0 256 2040 0.13 B 37 293 2040 0.14 B NW 2nd Avenue NW Miami Avenue WB-EB 210 256 0 256 2040 0.13 B 38 294 2040 0.14 B NW 26th Street NW 6th Avenue NW 5th Avenue WB-EB 121 148 0 148 2040 0.07 B 37 185 2040 0.09 B NW 5th Avenue NW 2nd Avenue WB-EB 164 200 0 200 2040 0.10 B 37 237 2040 0.12 B NW 2nd Avenue NW Miami Avenue WB-EB 91 111 0 111 2040 0.05 B 28 139 2040 0.07 B NW 25th Street NW 5th Avenue NW 2nd Avenue WB 120 146 0 146 1229 0.12 B 37 183 1229 0.15 B NW 2nd Avenue NW Miami Avenue WB-EB 106 129 0 129 2040 0.06 B 28 157 2040 0.08 B NW 24th Street NW 6th Avenue NW 5th Avenue WB-EB 58 71 0 71 2040 0.03 B 37 108 2040 0.05 B NW 5th Avenue NW 2nd Avenue EB 103 126 0 126 1024 0.12 B 155 281 1024 0.27 B NW 2nd Avenue NW Miami Avenue EB 68 83 0 83 1024 0.08 B 130 213 1024 0.21 B NW 23nd Street NW 6th Avenue NW 5th Avenue WB-EB 29 35 0 35 2040 0.02 B 67 102 2040 0.05 B NW 5th Avenue NW 2nd Avenue WB 73 89 0 89 1229 0.07 B 155 244 1229 0.20 B NW 2nd Avenue NW Miami Avenue WB-EB 193 235 0 235 2040 0.12 B 201 436 2040 0.21 B NW 22nd Street NW 6th Avenue NW 5th Avenue WB-EB 17 21 0 21 2040 0.01 B 67 88 2040 0.04 B NW 5th Avenue NW 2nd Avenue WB-EB 103 126 0 126 2040 0.06 B 67 193 2040 0.09 B NW 2nd Avenue NW Miami Avenue WB-EB 116 142 0 142 2095 0.07 B 86 228 2095 0.11 B NW 21st Street NW 3rd Avenue NW 2nd Avenue WB-EB 146 178 0 178 2040 0.09 B 49 227 2040 0.11 B NW 2nd Avenue NW Miami Avenue WB-EB 146 178 0 178 2040 0.09 B 35 213 2040 0.10 B NW 20th Street NW 5th Place NW 2nd Avenue WB-EB 1,710 2290 0 2,290 2720 0.84 C 155 2,445 2720 0.90 C NW 2nd Avenue NW Miami Avenue WB-EB 1,710 2290 0 2,290 2720 0.84 C 136 2,426 2720 0.89 C NW 1st Place NW 23rd Street NW 20th Street SB-NB 118 144 0 144 2040 0.07 B 35 179 2040 0.09 B NW 1st Court NW 23rd Street NW 20th Street SB-NB 159 194 0 194 2040 0.10 B 35 229 2040 0.11 B NW 1st Avenue NW 29th Street NW 20th Street SB-NB 269 328 0 328 2040 0.16 B 35 363 2040 0.18 B NW Miami Court NW 23rd Street NW 20th Street SB-NB 197 240 0 240 2040 0.12 B 35 275 2040 0.13 B Notes: [1] Existing person -trip volumes is obtianed from Table 3 segment person -trip volume [2] Year 2035 background person -trip volume is devrived by applying annual growth factor shown in table 12 [3] The total future peak hour person -trip capacity is obtianed by adding all modes of transportation [4] LOS is derived using FDOT's Quality/level of service handbook [5] Project person -trip volume is derived from trip generation analysis table 5 and table 6 I . ni i3e • w DI ea Traffic Impact Study 7.0 Conclusions ' CALTRAN ENGINEERING GROUP An assessment was made of Peak hour Traffic in Wynwood area, a Mixed -Use development bounded by 1-95 on the west, NW 29th Street on the north including parcels fronting NW 29th Street on the north between NW 2nd Avenue and N Miami Avenue, NW 20th Street on the south, and the FEC Corridor on the east in the City of Miami within Miami -Dade County. Following the methodologies adopted by the latest MUTCD, the Institute of Transportation Engineers (ITE), and the Miami -Dade County Standards. We conducted a traffic analysis for existing conditions and future conditions (2035). These futures conditions are influenced by rehabilitated and neglected warehouses, shuttered factories, and other unused buildings, transforming them into the numerous art complexes, galleries, performing art spaces, restaurants, cafes, and other creative businesses within Light Industrial (D1), Medium Density Residential (T5-L), Urban Core (T6), General Urban (T4) and Civic Institutional (CI) zones. The desired General Commercial Zones modifications will affect 149.228 acres approximately at 100% maximum building coverage. The Intent was to conduct an evaluation of the potential traffic impact and trip generation from the desired growth of the Wynwood Art District considering the existing and the implementation future conditions. Furthermore, ensuring that the City of Miami's adopted Level of Service of standards will not be exceeded (LOS E). If so, then offer recommendations regarding the potential traffic impact generated. The result of the future person -trip volume and capacity analysis shows that all streets within the project limits will operate with a Level of Service of E or better. The only segment that does fall under the Level of Service E is NW 29th Street. As shown in the Table 14 this occurrence is during the peak PM hours with a 20 year forecast. Furthermore, NW 29th Street shows that it will reach level of service E with the existing land uses and zoning. Therefore we can conclude that within the 20 year forecast whether the zoning and land use are changed or not, the road segment will follow the same trend. In summary, the proposed change to land use and zoning would not have an adverse impact on the surrounding roadway network and/or affect other traffic generators in the area. 730 N.W. 107th Avenue, Suite 115 • Miami, FL 33172 • Tel: 786-456-7700 • Fax: 786-513-0711 Page 21 www.caltrangroup.com Appendix A Wynwood Business Improvement District Land Use & Zoning Ilk A Industrial Medium Density ultifamily' Residential Pit injojaing lIlIlIlIlP■ 111111 mom mom Him mom ■1N I11■■11 ■1■111111 111■111■ rrr MAI ■1111�1� ■�� Light —�♦ Industrial I. 1I 11111 P■■ Recreation NW 22ND TER Commercial Wialielgar - - : AaoAo®Qoao : : ,' Rd4ngo Law() NJ Restricted 1■ Commercial 1■11, 1111111111■ 111111■111: ■111111111 ■1■11111m Light Industrial ■■ Industrial 0 0.125 0.25 IDocument Path.X Tocument,Project, ynWoonila,,,oning FLUMExisting FLUM.mtl 0.5 Miles Created by the City of Miami Planning Department: 1/16/2015 a A ' ///// rr % arietgoriA, .P .: - ' Commercial d%/// - - - - i111■11■ MOM MIIIMIIIIM CHIIIIIIE 1111111111■ ""1.."111"1.1 meivemi II. TAO `III _ 111i■■ # A Iii Nwz„HST MIll MIMEO 11 Light Industrial a■1■n Im■11- Im111111 mamma womi Commercial Recreation - Medium;Density Multifamily Residential RImgEwrpre7Vr% op2rdiowe9Medium,Density j%%W%/P% ResNyed�% rrp/z GAAAG Commercial iiAL2I,21, a� -111111111: ■I ■I11IIU1■ U ■11■li i1111111= 1111111! IiIiIIIIIE ■ • ■ • • NI Commercial Commercial 0 0.125 0.25 Path XTocumen� UM P adFLUMm.d 0.5�Miles Created by the City of Miami Planning Department: 1/16/2015 A 0 AL- ilk r..441,22o.ER NW 27TH TER r i+a aw. `;. 1111111111■ ■11■■■ `I!!!!III u1u11111m 22NEI. TER „ .. auow: H OCbLY3 Em ate-0e Chi 6( Pe cV uk� Mo ° A1:K � n d.Wabi-OIUL-PC' Mrian 7 141111.1 0.125 0.25 Path.X Tocuments y ootl p o g UM\E g g tl 0.5�Miles Created by the City of Miami Planning Department: 1/16/2015 A 0 0 125 NW29TH ST NIN.NE, ST 0 25 II PI 14 or M AZ_A A'40044,4 Allerkerypir aviilf=r MINIP71frertaiiii Imo onn,azA NW 28TH ST NW27TH TER NIN 26TH ST NIN 27TH ST NINZZNEI. LN NW22ND ST NIN 2FITH TER NIN 25TH ST NIN.26TH ST NIN23REI. ST NIN.NE, ST IDocument Path X Tocument,Projects‘WynWoonilap,Zoning-FLUMProposeci Zoning mxtl 0.5 Miles NE 23REI, ST NE 2.2NEI. ST NE 26TH ST DS, US SS AE e Created by the City of Miami Planning Department: 5/6/2015 Folionumber Category Stories Sqft LotSize Existing Zoning New Zoning Exisiting Land Use Proposed Land Use 0131250570130 Warehouse or Storage 1 8532 9750 D2 D1 Industerial General Commercial 0131250570120 Store/Retail 1 7932 9750 D2 D1 Industerial General Commercial 0131250320240 Warehouse or Storage 1 6960 7900 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250242080 Store/Retail Outlet 1 5100 7000 T5-0 T6-8-0 General Commercial General Commercial 0131250250230 Light Manufacturing & Food Processing 1 11148 14000 D2 D1 Industerial Light Industerial 0131250680010 Wholesale Outlet 1 9286 11669 D2 D1 Industerial Light Industerial 0131250250190 Light Manufacturing & Food Processing 1 5121 7000 D2 D1 Industerial Light Industerial 0131250580060 Warehouse or Storage 1 20671 21275 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250250360 Light Manufacturing & Food Processing 1 4081 7000 D2 D1 Industerial Light Industerial 0131250560030 Store/Retail 1 8252 9685 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131360720010 Vacant Land 0 0 67823 0131250540430 Automotive or Marine 1 5002 15000 D1 T5-0 Light Industerial General Commercial 0131250242680 Vacant Land 0 0 7000 T5-0 T6-8-0 General Commercial General Commercial 0131250242690 Mineral Processing 2 9180 28000 D2/T5-0 D1 Industerial / General Commercial Light Industerial 0131250242730 Light Manufacturing & Food Processing 1 4480 7000 D2 D1 Industerial Light Industerial 0131250242740 Vacant Land 0 0 7000 D2 D1 Industerial Light Industerial 0131250242610 Mixed Use Commercial 2 13766 7150 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250352370 Vacant Land 0 0 4500 T5-0 T5-O Medium Density Restricted Commercial General Commercial 0131250480440 Vacant Land 0 0 9000 0131250480430 Vacant Land 0 0 6000 0131250580050 Wholesale Outlet 1 8388 7475 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250353040 Vacant Land 0 0 4500 D2 D1 Industerial General Commercial 0131250352910 Vacant Land 0 0 4800 D2 D1 Industerial General Commercial 0131250242910 Wholesale Outlet 2 7050 7150 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250250140 Light Manufacturing & Food Processing 1 11114 14000 D2 D1 Industerial 0131250250160 Warehouse or Storage 1 10800 14000 D2 D1 Industerial Light Industerial 0131250330210 Light Manufacturing & Food Processing 1 6846 9200 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250330170 Light Manufacturing & Food Processing 1 11821 13245 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250250030 Light Manufacturing & Food Processing 1 4600 6500 D2 D1 Industerial Light Industerial 0131360550010 Warehouse or Storage 2 20683 16413 0131250242751 Light Manufacturing & Food Processing 1 9600 13900 D2 D1 Industerial Light Industerial 0131250242600 Wholesale Outlet 2 27042 17160 T5-0 T5-0 General Commercial General Commercial 0131250520090 Service Station 1 2398 12500 D1 T6-8-O Light Industerial General Commercial 0131250242090 Vacant Land 0 0 16410 T5-0 T6-8-0 General Commercial General Commercial 0131250242850 Parking Lot 0 0 7000 T5-0 T6-8-0 General Commercial General Commercial 0131250560010 Heavy Industrial 1 11924 13410 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250540550 Automotive or Marine 1 1178 4550 0131250242780 Wholesale Outlet 1 14816 15678 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250242920 Store/Retail 1 7038 7170 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250242760 Light Manufacturing & Food Processing 1 6782 6900 D2 D1 Industerial Light Industerial 0131250242770 Light Manufacturing & Food Processing 1 1110 6850 D2 D1 Industerial Light Industerial 0131250353030 Vacant Land 0 0 4500 D2 D1 Industerial 0131250242750 Warehouse or Storage 1 6732 7000 D2 D1 Industerial Light Industerial 0131250242930 Wholesale Outlet 2 7752 9295 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250320530 Wholesale Outlet 1 21592 28625 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250540440 Warehouse or Storage 1 7347 8750 D1 T6-8-0 Light Industerial General Commercial 0131250480420 Automotive or Marine 1 5278 15000 0131250520080 Automotive or Marine 1 4837 6625 D1 T6-8-0 Light Industerial General Commercial 0131250480410 Store 1 2303 9109 T5-0 T6-8-0 Medium Density Restricted Commercial General Commercial 0131250320350 Store/Retail 1 8301 9866 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250320370 Wholesale Outlet 2 26796 19866 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250250120 Light Manufacturing & Food Processing 1 10950 14000 D2 D1 Industerial Light Industerial 0131250540540 Warehouse or Storage 1 2380 14450 D1 T6-8-0 Light Industerial General Commercial 0131250250070 Light Manufacturing & Food Processing 1 28508 28600 D2 D1 Industerial Light Industerial Folionumber Category Stories Sqft LotSize Existing Zoning New Zoning Exisiting Land Use Proposed Land Use 0131250250110 Light Manufacturing & Food Processing 2 14260 16800 D2 D1 Industerial Light Industerial 0131250250250 Light Manufacturing & Food Processing 1 3000 5000 D2 D1 Industerial Light Industerial 0131250460050 Warehouse or Storage 2 47263 118514 D2 D1 Industerial General Commercial 0131250460010 Wholesale Outlet 1 16947 16828 D2 T5-0 Industerial General Commercial 0131250460030 Store/Retail 1 1247 5200 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250460250 Warehouse or Storage 2 5075 5200 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250460240 Vacant Land 0 0 5200 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250460230 Warehouse or Storage 1 6049 7073 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250350560 Parking Lot 0 0 4500 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250350570 Vacant Land 0 0 2610 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250350710 Vacant Land 0 0 10875 D2 D1 Industerial General Commercial 0131250353070 Vacant Land 0 0 4200 D2 D1 Industerial General Commercial 0131250353060 Vacant Land 0 0 4500 D2 D1 Industerial General Commercial 0131250340250 Light Manufacturing & Food Processing 2 55624 46250 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250351530 Vacant Land 0 0 2190 not on map 0131250460150 Vacant Land 0 0 1722 not on map 0131250740060 Vacant Land 0 0 18208 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250242630 Vacant Land 0 0 7000 T5-0 T6-8-0 General Commercial General Commercial 0131250242640 Vacant Land 0 0 7000 T5-0 T6-8-0 General Commercial General Commercial 0131250242650 Light Manufacturing & Food Processing 1 5830 7000 T5-0 T6-8-0 General Commercial General Commercial 0131250351140 Vacant Land 0 0 2250 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250351150 Vacant Land 0 0 2250 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250350580 Vacant Land 0 0 3915 not on map 0131250350590 Vacant Land 0 0 2475 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250350600 Warehouse or Storage 1 4102 6000 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250350610 Vacant Land 0 0 6000 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250740050 Vacant Land 0 0 12676 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250353050 Vacant Land 0 0 4500 D2 D1 Industerial General Commercial 0131250353020 Vacant Land 0 0 4500 D2 D1 Industerial General Commercial 0131250353000 Vacant Land 0 0 4500 D2 D1 Industerial General Commercial 0131250352390 Vacant Land 0 0 4500 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250352380 Vacant Land 0 0 2250 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250351130 Vacant Land 0 0 4500 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250351120 Vacant Land 0 0 2250 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 10131250351110 Vacant Land I 0 0 4500 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250351160 Vacant Land 0 0 2250 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250351170 Vacant Land 0 0 2250 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250351180 Vacant Land 0 0 2250 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250351510 Vacant Land 0 0 2250 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250351500 Vacant Land 0 0 2250 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250351490 Vacant Land 0 0 2250 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250351480 Vacant Land 0 0 2250 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250351470 Vacant Land 0 0 2250 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250351520 Vacant Land 0 0 2250 not on map 0131250351540 Vacant Land 0 0 3607 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250351550 Vacant Land 0 0 3285 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250570011 Wholesale Outlet 1 11259 10430 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250242620 Light Manufacturing & Food Processing 1 5853 7000 T5-0 T6-8-0 General Commercial General Commercial 0131250242030 Light Manufacturing & Food Processing 1 4712 7000 T5-0 T6-8-0 General Commercial General Commercial I Folionumber Category Stories Sqft LotSize Existing Zoning New Zoning Exisiting Land Use Proposed Land Use 0131250250020 Store/Retail 1 3675 6500 D2 D1 Industerial Light Industerial 0131250250010 Parking Lot 0 0 6500 D2 D1 Industerial Light Industerial 0131250580010 Wholesale Outlet 1 29500 31500 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250242010 Light Manufacturing & Food Processing 1 6005 9000 T5-0 T6-8-0 General Commercial General Commercial 0131250250220 Wholesale Outlet 2 4410 7000 D2 D1 Industerial Light Industerial 0131250242040 Automotive or Marine 1 1612 7000 T5-0 T6-8-0 General Commercial General Commercial 0131250480550 Vacant Land 0 0 15017 0131250460080 Light Manufacturing & Food Processing 1 5162 6006 D2 D1 Industerial General Commercial 0131250242070 Light Manufacturing & Food Processing 1 4427 7000 T5-0 T6-8-0 General Commercial General Commercial 0131250242050 Repair Shop 1 12549 21000 T5-0 T6-8-0 General Commercial General Commercial 0131250000200 Light Manufacturing & Food Processing 2 30144 16500 D2 T5-0 Industerial Light Industerial 0131250570150 Parking Lot 0 0 3000 D2 T5-0 Industerial Light Industerial 0131250570140 Light Manufacturing & Food Processing 1 9110 6750 D2 T5-0 Industerial Light Industerial 0131250250210 Vacant Land 0 0 7000 D2 D1 Industerial Light Industerial 0131250250200 Vacant Land 0 0 7000 D2 D1 Industerial Light Industerial 0131250250191 Vacant Land 0 0 7000 D2 D1 Industerial Light Industerial 0131250250330 Warehouse or Storage 1 12339 21000 D2 D1 Industerial Light Industerial 0131250560020 Store/Retail 1 10410 10862 T5-0 T5-O Medium Density Restricted Commercial 0131250241610 Utility 1 57791 53360 0131250250320 Warehouse or Storage 1 10692 14000 D2 D1 Industerial Light Industerial 0131250250300 Warehouse or Storage 1 5990 7000 D2 D1 Industerial Light Industerial 0131250320230 Warehouse or Storage 1 5001 5400 T5-0 T5-O Medium Density Restricted Commercial General Commercial 0131360170010 Light Manufacturing & Food Processing 1 6900 14375 0131250250280 Warehouse or Storage 1 12376 16800 D2 D1 Industerial Light Industerial 0131250570090 Wholesale Outlet 1 14588 8407 D2 D1 Industerial Light Industerial 0131250570080 Light Manufacturing & Food Processing 1 6268 8039 D2 D1 Industerial Light Industerial 0131250570070 Light Manufacturing & Food Processing 1 7755 9513 D2 D1 Industerial Light Industerial 0131250570060 Light Manufacturing & Food Processing 1 10211 10915 D2 D1 Industerial Light Industerial 0131250570050 Warehouse or Storage 1 7533 7833 D2 D1 Industerial Light Industerial 0131250570040 Light Manufacturing & Food Processing 1 4859 6799 D2 D1 Industerial Light Industerial 0131250570030 Light Manufacturing & Food Processing 1 7985 9036 D2 D1 Industerial Light Industerial 0131250570020 Parking Lot 0 0 4950 D2 D1 Industerial Light Industerial 0131250570100 Light Manufacturing & Food Processing 1 15668 18000 D2 D1 Industerial Light Industerial 0131250420230 Private Educational 1 1418 5400 T5-0 T6-8-0 General Commercial General Commercial 0131250242890 Store/Retail 2 10625 12360 T5-0 T6-8-0 General Commercial General Commercial 0131250250180 Wholesale Outlet 1 5180 7700 D2 D1 Industerial Light Industerial 0131250250040 Light Manufacturing & Food Processing 1 10448 13000 D2 D1 Industerial Light Industerial 0131250242660 Warehouse or Storage 1 7535 7000 T5-O T6-8-0 General Commercial General Commercial 0131250242670 Warehouse or Storage 1 4906 7000 T5-O T6-8-0 General Commercial General Commercial 0131250350440 Vacant Land 0 0 9000 D2 D1 Industerial General Commercial 0131250350450 Vacant Land 0 0 4500 D2 D1 Industerial General Commercial 0131250350470 Light Manufacturing & Food Processing 1 12920 13800 D2 D1 Industerial General Commercial 0131250350490 Vacant Land 0 0 4500 D2 D1 Industerial General Commercial 0131250350510 Vacant Land 0 0 4500 D2 D1 Industerial General Commercial 0131250740040 Vacant Land 0 0 9278 D2 D1 Industerial General Commercial 0131250350540 Vacant Land 0 0 4500 D2 D1 Industerial General Commercial 0131250350550 Vacant Land 0 0 4500 D2 D1 Industerial General Commercial 0131250350640 Vacant Land 0 0 5625 D2 D1 Industerial General Commercial 0131250350650 Vacant Land 0 0 5625 D2 D1 Industerial General Commercial 0131250350270 Vacant Land 0 0 5625 D2 D1 Industerial General Commercial 0131250350660 Light Manufacturing & Food Processing 1 10456 6000 D2 D1 Industerial General Commercial 0131250350670 Vacant Land 0 0 5625 D2 D1 Industerial General Commercial 0131250350281 Residential/Vacant 0 0 5625 D2 D1 Industerial General Commercial 0131250350690 Residential/Vacant 0 0 17250 D2 D1 Industerial General Commercial Folionumber Category Stories Sqft LotSize Existing Zoning New Zoning Exisiting Land Use Proposed Land Use 0131250350700 Vacant Land 0 0 5625 D2 D1 Industerial General Commercial 0131250330240 Warehouse or Storage 2 29012 38175 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250290510 Retail 1 3192 5600 not in map 0131250281220 Restaurant 1 1478 6950 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250380160 Office Building 1 1402 5250 D1 T5-0 Light Industerial General Commercial 0131250420130 Warehouse or Storage 1 5300 6500 D1 T5-0 Light Industerial General Commercial 0131250420200 Retail 1 2551 4000 T5-O T5-0 General Commercial General Commercial 0131250670020 Light Manufacturing & Food Processing 1 4608 13345 D1 T5-0 Light Industerial General Commercial 0131250480110 Heavy Industrial 1 19065 23750 D1 T6-8-0 Light Industerial General Commercial 0131250480200 Light Manufacturing & Food Processing 2 26388 22500 D1 T5-0 Light Industerial General Commercial 0131250480230 Warehouse or Storage 1 7375 7500 D1 T5-0 Light Industerial General Commercial 0131250480260 Warehouse or Storage 1 4372 15000 D1 T5-0 Light Industerial General Commercial 0131250480270 Light Manufacturing & Food Processing 1 6338 7500 D1 T5-0 Light Industerial General Commercial 0131250480190 Warehouse or Storage 2 14141 22500 D1 T5-0 Light Industerial General Commercial 0131250480240 Light Manufacturing & Food Processing 1 6327 7500 D1 T5-0 Light Industerial General Commercial 0131250480250 Warehouse or Storage 2 31936 22500 D1 T5-0 Light Industerial General Commercial 0131250510100 Retail 1 2385 3520 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250510110 Warehouse or Storage 1 2310 7000 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250480400 Warehouse or Storage 1 2280 5130 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250540590 Warehouse or Storage 1 3604 5000 D1 T5-0 Light Industerial General Commercial 0131250540580 Warehouse or Storage 1 3595 5000 D1 T5-0 Light Industerial General Commercial 0131250540570 Wholesale Outlet 1 3622 5000 D1 T5-0 Light Industerial General Commercial 0131250540560 Wholesale Outlet I 1 1600 5000 D1 T5-0 Light Industerial General Commercial 0131250540490 Nightclub Lounge 1 5950 1000 D1 T5-0 Light Industerial General Commercial 0131250540520 Automotive or Marine 1 3840 1000 D1 T5-0 Light Industerial General Commercial 0131250520010 Store/Retail 1 5586 6562 D1 T5-0 Light Industerial General Commercial 0131250540480 Light Manufacturing & Food Processing 2 14290 18750 D1 T5-0 Light Industerial General Commercial 0131250540380 Light Manufacturing & Food Processing 1 9450 12500 D1 T5-0 Light Industerial General Commercial 0131250540390 Light Manufacturing & Food Processing 1 4984 6250 D1 T5-0 Light Industerial General Commercial 0131250540400 Light Manufacturing & Food Processing 2 10224 6250 D1 T5-0 Light Industerial General Commercial 0131250540410 Light Manufacturing & Food Processing 2 11250 6250 D1 T5-0 Light Industerial General Commercial 0131250540420 Warehouse or Storage 1 4900 6250 D1 T5-0 Light Industerial General Commercial 0131250290980 Vacant Land 0 0 5400 T5-L T5-L Medium Density Restricted Commercial General Commercial 0131250281230 Vacant Land 0 0 6950 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250281240 Vacant Land 0 0 6900 T5-L T5-0 Medium Density Restricted Commercial General Commercial 0131250281020 Vacant Land 0 0 6900 T5-L T5-0 Medium Density Restricted Commercial General Commercial 0131250281040 Vacant Land 0 0 6900 T5-L T5-0 Medium Density Restricted Commercial General Commercial 0131250290550 Vacant Land 0 0 2875 T5-L T5-0 Medium Density Restricted Commercial General Commercial 0131250290560 Vacant Land 0 0 2759 T5-L T5-0 Medium Density Restricted Commercial General Commercial 0131250290590 Vacant Land 0 0 5650 T5-L T5-0 Medium Density Restricted Commercial General Commercial 0131250290610 Vacant Land 0 0 5650 T5-L T5-0 Medium Density Restricted Commercial General Commercial 0131250290860 Vacant Land 0 0 5650 T5-L T5-0 Medium Density Restricted Commercial General Commercial 0131250290500 Vacant Land 0 0 5600 T5-0 T5-0 General Commercial General Commercial 0131250290470 Vacant Land 0 0 5650 T5-L T5-L Medium Density Restricted Commercial Medium Density Restricted Commercial 0131250290440 Vacant Land 0 0 5650 T5-L T5-L Medium Density Restricted Commercial Medium Density Restricted Commercial 0131250290420 Vacant Land 0 0 5650 T5-L T5-L Medium Density Restricted Commercial Medium Density Restricted Commercial 0131250290770 Vacant Land 0 0 5650 T5-L T5-L Medium Density Restricted Commercial Medium Density Restricted Commercial 0131250290750 Vacant Land 0 0 5650 T5-L T5-L Medium Density Restricted Commercial Medium Density Restricted Commercial 0131250290740 Vacant Land 0 0 5650 T5-L T5-L Medium Density Restricted Commercial Medium Density Restricted Commercial 0131250290720 Vacant Land 0 0 5650 T5-L T5-L Medium Density Restricted Commercial Medium Density Restricted Commercial 0131250290240 Vacant Land 0 0 5250 T5-L T5-L Medium Density Restricted Commercial Medium Density Restricted Commercial I Folionumber Category Stories Sqft LotSize Existing Zoning New Zoning Exisiting Land Use Proposed Land Use 0131250290101 Vacant Land 0 0 5250 T5-L T5-L Medium Density Restricted Commercial Medium Density Restricted Commercial 0131250290090 Vacant Land 0 0 5250 T5-L T5-L Medium Density Restricted Commercial Medium Density Restricted Commercial 0131250290080 Vacant Land 0 0 5250 T5-L T5-L Medium Density Restricted Commercial Medium Density Restricted Commercial 0131250290070 Vacant Land 0 0 5250 T5-L T5-L Medium Density Restricted Commercial Medium Density Restricted Commercial 0131250290060 Vacant Land 0 0 5250 T5-L T5-L Medium Density Restricted Commercial Medium Density Restricted Commercial 0131250290050 Vacant Land 0 0 5250 T5-L T5-L Medium Density Restricted Commercial Medium Density Restricted Commercial 0131250290030 Vacant Land 0 0 5250 T5-L T5-L Medium Density Restricted Commercial Medium Density Restricted Commercial 0131250290400 Vacant Land 0 0 5250 T5-L T5-L Medium Density Restricted Commercial General Commercial 0131250290410 Vacant Land 0 0 5250 T5-L T5-L Medium Density Restricted Commercial General Commercial 0131250291310 Vacant Land 0 0 6758 T5-L T5-0 Medium Density Restricted Commercial General Commercial 0131250291320 Vacant Land 0 0 4142 D1 T5-0 Light Industerial General Commercial 0131250330390 Vacant Land 0 0 4600 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250360100 Vacant Land 0 0 7250 D1 T5-0 Light Industerial General Commercial 0131250340450 Vacant Land 0 0 4875 T5-0 T5-0 General Commercial General Commercial 0131250340470 Vacant Land 0 0 4600 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250420120 Vacant Land 0 0 13000 T5-0 T5-0 General Commercial General Commercial 0131250420210 Vacant Land 0 0 5500 T5-0 T5-0 General Commercial General Commercial 0131250420220 Vacant Land 0 0 3500 T5-0 T5-0 General Commercial General Commercial 0131250480080 Vacant Land 0 0 3125 D1 T6-8-0 Light Industerial General Commercial 0131250480070 Parking Lot 0 0 3125 D1 T6-8-0 Light Industerial General Commercial 0131250540340 Parking Lot 0 0 6500 D1 T6-8-0 Light Industerial General Commercial 0131250540341 Parking Lot 0 0 13125 D1 T6-8-0 Light Industerial General Commercial 0131250540350 Vacant Land 0 0 18906 T5-8-0 T6-8-0 General Commercial General Commercial 0131250540360 Vacant Land 0 0 3250 T5-8-0 T6-8-0 General Commercial General Commercial 0131250540370 Vacant Land 0 0 10625 T5-8-0 T6-8-0 General Commercial General Commercial 0131250510120 Vacant Land 0 0 3440 T5-0 T5-0 Medium Density Restricted Commercial General Commercial 0131250540500 Vacant Land 0 0 5000 D1 T5-0 Light Industerial General Commercial 0131250540510 Vacant Land 0 0 5000 D1 T5-0 Light Industerial General Commercial 0131250540530 Vacant Land 0 0 5000 D1 T5-0 Light Industerial General Commercial 0131250520111 Vacant Land 0 0 6563 D1 T5-0 Light Industerial General Commercial 0131250520100 Vacant Land 0 0 6562 D1 T6-8-0 Light Industerial General Commercial 0131250520020 Vacant Land 0 0 6562 D1 T5-0 Light Industerial General Commercial 0131360020340 Heavy Industrial 3 50317 47850 0131360720020 Vacant Land 0 0 40511 Appendix B Traffic Data Collection County: 99 Station: 0125 Description: ON NW 26TH ST W OF NW 5TH AVE Start Date: 06/16/2015 Start Time: 0000 Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total 0000 0 1 1 0 2 1 0 0 1 0 1 1 3 0100 0 0 0 0 0 1 1 0 0 0 1 1 1 0200 0 0 0 0 0 1 0 0 0 0 0 1 0 0300 0 1 0 0 1 1 0 0 0 0 0 1 1 0400 0 1 0 0 1 1 0 0 0 0 0 1 1 0500 0 0 0 0 0 1 0 0 0 0 0 1 0 0600 0 0 0 2 2 1 0 0 0 1 1 1 3 0700 4 0 4 0 8 1 0 0 3 0 3 1 11 0800 2 4 2 13 21 1 1 1 2 5 9 1 30 0900 14 5 4 5 28 1 5 1 2 5 13 1 41 1000 3 14 5 4 26 1 8 6 3 3 20 1 46 1100 9 5 3 5 22 1 8 7 5 9 29 1 51 1200 7 2 7 10 26 1 7 3 5 10 25 1 51 1300 6 19 6 4 35 1 6 15 11 6 38 1 73 1400 6 10 5 10 31 1 7 7 9 12 35 1 66 1500 5 16 9 10 40 1 5 7 7 6 25 1 65 1600 5 3 11 7 26 1 15 3 13 12 43 1 69 1700 15 2 9 5 31 1 7 4 15 6 32 1 63 1800 4 4 0 3 11 1 4 3 1 1 9 1 20 1900 2 3 4 4 13 1 1 5 2 2 10 1 23 2000 5 2 6 6 19 1 2 5 1 4 12 1 31 2100 3 3 8 0 14 1 0 2 2 0 4 1 18 2200 2 2 1 3 8 1 1 1 2 4 8 1 16 2300 2 0 1 2 5 1 2 0 0 0 2 1 7 24-Hour Totals: 370 320 690 Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 845 36 815 13 845 49 P.M. 1230 42 1600 43 1245 83 Daily 1230 42 1600 43 1245 83 Generated by SPS 5.0.45P County: 99 Station: 0126 Description: On NW 27TH ST W OF NW 5TH AVE Start Date: 06/10/2015 Start Time: 0000 Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total 0000 0 0 2 1 3 1 0 1 1 1 3 1 6 0100 0 2 1 0 3 1 0 2 0 1 3 1 6 0200 0 0 1 1 2 1 0 0 0 2 2 1 4 0300 0 0 2 0 2 1 0 0 1 0 1 1 3 0400 0 0 0 1 1 1 2 0 0 1 3 1 4 0500 0 0 1 2 3 1 0 1 0 0 1 1 4 0600 0 0 1 2 3 1 1 1 0 0 2 1 5 0700 0 1 1 1 3 1 2 0 4 1 7 1 10 0800 3 4 4 4 15 1 2 6 3 10 21 1 36 0900 8 9 4 2 23 1 9 13 9 3 34 1 57 1000 5 8 9 11 33 1 10 12 7 21 50 1 83 1100 8 8 6 6 28 1 8 6 5 6 25 1 53 1200 16 9 14 10 49 1 15 14 29 11 69 1 118 1300 10 6 8 5 29 1 17 11 6 15 49 1 78 1400 10 12 14 9 45 1 15 21 19 18 73 1 118 1500 17 15 7 6 45 1 23 29 12 10 74 1 119 1600 8 10 7 8 33 1 14 15 5 10 44 1 77 1700 8 5 8 0 21 1 11 16 13 0 40 1 61 1800 5 5 4 3 17 1 6 10 5 3 24 1 41 1900 1 4 2 2 9 1 1 3 1 1 6 1 15 2000 2 2 0 1 5 1 4 1 0 2 7 1 12 2100 2 0 1 1 4 1 2 1 2 1 6 1 10 2200 0 0 3 1 4 1 1 0 3 0 4 1 8 2300 1 0 0 0 1 1 2 0 0 0 2 1 3 24-Hour Totals: 381 550 931 Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 830 25 845 41 845 66 P.M. 1430 55 1430 89 1430 144 Daily 1430 55 1430 89 1430 144 Generated by SPS 5.0.45P County: 99 Station: 0127 Description: ON NW 28TH ST W OF NW 5TH AVE Start Date: 06/16/2015 Start Time: 0000 Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total 0000 0 0 0 0 0 1 0 1 0 0 1 1 1 0100 0 1 0 0 1 1 0 0 0 0 0 1 1 0200 0 0 0 0 0 1 0 1 0 0 1 1 1 0300 0 0 0 0 0 1 0 0 0 0 0 1 0 0400 0 0 0 0 0 1 0 0 0 0 0 1 0 0500 0 0 0 0 0 1 0 0 0 0 0 1 0 0600 0 0 0 1 1 1 0 0 0 1 1 1 2 0700 0 1 1 0 2 1 1 4 3 2 10 1 12 0800 1 1 4 6 12 1 3 3 10 8 24 1 36 0900 1 5 4 6 16 1 3 4 2 7 16 1 32 1000 8 9 6 7 30 1 8 11 9 4 32 1 62 1100 8 3 4 3 18 1 11 7 9 4 31 1 49 1200 8 6 3 8 25 1 5 4 14 3 26 1 51 1300 0 6 4 12 22 1 5 13 9 6 33 1 55 1400 9 6 9 5 29 1 11 8 7 10 36 1 65 1500 8 7 11 8 34 1 8 9 6 13 36 1 70 1600 14 6 6 6 32 1 4 3 14 6 27 1 59 1700 9 2 11 11 33 1 5 8 11 12 36 1 69 1800 12 6 3 10 31 1 7 8 1 19 35 1 66 1900 4 3 0 2 9 1 2 2 0 4 8 1 17 2000 1 2 1 0 4 1 1 3 1 1 6 1 10 2100 0 0 1 0 1 1 4 0 1 0 5 1 6 2200 2 0 1 0 3 1 1 1 1 1 4 1 7 2300 0 1 0 0 1 1 0 3 0 0 3 1 4 24-Hour Totals: 304 371 675 Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 830 16 830 25 830 41 P.M. 1515 40 1315 39 1730 78 Daily 1515 40 1315 39 1730 78 Generated by SPS 5.0.45P County: 99 Station: 0128 Description: ON NW 28TH ST W OF NW 5TH AVE Start Date: 06/10/2015 Start Time: 0000 Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total 0000 5 9 3 3 20 1 0 2 2 1 5 1 25 0100 3 0 3 1 7 1 4 1 0 2 7 1 14 0200 4 4 3 1 12 1 2 0 1 0 3 1 15 0300 1 1 0 0 2 1 0 0 0 0 0 1 2 0400 0 0 0 3 3 1 0 0 0 0 0 1 3 0500 3 0 0 0 3 1 0 0 0 1 1 1 4 0600 1 0 1 3 5 1 4 3 1 10 18 1 23 0700 2 2 3 10 17 1 8 10 8 22 48 1 65 0800 8 4 12 17 41 1 12 23 36 55 126 1 167 0900 25 18 18 24 85 1 47 41 33 36 157 1 242 1000 26 31 40 28 125 1 44 45 48 39 176 1 301 1100 30 38 37 41 146 1 38 38 25 31 132 1 278 1200 43 46 37 53 179 1 33 20 44 34 131 1 310 1300 50 48 48 49 195 1 48 38 42 52 180 1 375 1400 51 63 45 57 216 1 43 39 40 50 172 1 388 1500 55 54 43 69 221 1 33 36 40 32 141 1 362 1600 62 53 68 48 231 1 46 34 24 26 130 1 361 1700 93 73 111 57 334 1 45 32 37 24 138 1 472 1800 69 36 21 27 153 1 23 20 21 25 89 1 242 1900 19 19 26 12 76 1 13 10 18 15 56 1 132 2000 20 23 18 17 78 1 8 1 4 10 23 1 101 2100 17 17 8 8 50 1 20 3 5 6 34 1 84 2200 18 12 8 8 46 1 8 5 4 2 19 1 65 2300 9 12 8 16 45 1 2 3 0 3 8 1 53 24-Hour Totals: 2290 1794 4084 Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 845 78 830 179 845 254 P.M. 1700 334 1300 180 1700 472 Daily 1700 334 1300 180 1700 472 Generated by SPS 5.0.45P County: 99 Station: 0129 Description: ON DA DORSEY AVE S OF NW 29TH ST Start Date: 06/10/2015 Start Time: 0000 Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total 0000 0 2 1 3 6 1 0 0 0 0 0 1 6 0100 1 4 1 0 6 1 0 0 0 0 0 1 6 0200 4 3 1 1 9 1 2 4 0 0 6 1 15 0300 0 0 0 0 0 1 0 0 0 0 0 1 0 0400 0 0 0 0 0 1 0 0 0 1 1 1 1 0500 0 0 0 0 0 1 0 0 2 1 3 1 3 0600 0 2 0 2 4 1 0 1 3 1 5 1 9 0700 1 1 4 4 10 1 4 3 7 6 20 1 30 0800 4 8 4 4 20 1 7 9 15 19 50 1 70 0900 7 7 7 4 25 1 9 11 9 21 50 1 75 1000 24 13 7 5 49 1 15 18 17 17 67 1 116 1100 10 8 7 19 44 1 19 10 12 11 52 1 96 1200 13 8 21 31 73 1 16 7 13 17 53 1 126 1300 11 23 15 15 64 1 11 21 14 15 61 1 125 1400 16 23 20 14 73 1 13 12 13 9 47 1 120 1500 18 12 10 19 59 1 14 10 10 10 44 1 103 1600 16 11 21 24 72 1 8 11 13 4 36 1 108 1700 35 26 27 17 105 1 8 9 6 8 31 1 136 1800 16 15 15 5 51 1 4 6 6 3 19 1 70 1900 19 18 8 4 49 1 5 8 0 3 16 1 65 2000 2 16 7 6 31 1 2 1 0 2 5 1 36 2100 6 6 8 11 31 1 1 4 7 4 16 1 47 2200 5 5 3 7 20 1 2 1 2 0 5 1 25 2300 9 5 1 4 19 1 0 1 2 1 4 1 23 24-Hour Totals: 820 591 1411 Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 845 25 830 54 830 76 P.M. 1645 112 1245 63 1230 148 Daily 1645 112 945 71 1230 148 Generated by SPS 5.0.45P County: 99 Station: 0130 Description: ON NW 2ND AVE S OF NW 29TH ST Start Date: 06/10/2015 Start Time: 0000 Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total 0000 39 28 29 20 116 1 17 16 21 21 75 1 191 0100 10 17 16 12 55 1 12 7 9 14 42 1 97 0200 7 18 13 10 48 1 6 9 7 5 27 1 75 0300 2 7 8 4 21 1 3 4 8 5 20 1 41 0400 3 7 6 5 21 1 1 3 1 9 14 1 35 0500 7 10 12 6 35 1 9 7 9 19 44 1 79 0600 9 17 12 22 60 1 20 20 43 42 125 1 185 0700 31 18 28 42 119 1 50 53 73 93 269 1 388 0800 45 43 43 37 168 1 93 96 97 106 392 1 560 0900 45 45 49 51 190 1 124 89 111 77 401 1 591 1000 65 58 49 70 242 1 95 92 66 110 363 1 605 1100 69 71 73 65 278 1 81 81 74 87 323 1 601 1200 87 74 75 77 313 1 111 97 94 116 418 1 731 1300 66 76 86 86 314 1 91 115 104 99 409 1 723 1400 82 79 77 73 311 1 102 105 92 82 381 1 692 1500 78 93 94 103 368 1 105 93 101 103 402 1 770 1600 98 101 119 126 444 1 94 83 124 137 438 1 882 1700 133 136 114 103 486 1 121 130 115 95 461 1 947 1800 113 99 67 68 347 1 99 96 89 80 364 1 711 1900 59 65 56 58 238 1 88 78 87 82 335 1 573 2000 63 64 47 58 232 1 71 73 89 65 298 1 530 2100 53 59 38 43 193 1 44 61 47 62 214 1 407 2200 37 52 47 37 173 1 53 55 55 51 214 1 387 2300 48 40 36 37 161 1 42 45 36 31 154 1 315 24-Hour Totals: 4933 6183 11116 Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 845 176 845 430 845 606 P.M. 1630 514 1630 512 1630 1026 Daily 1630 514 1630 512 1630 1026 Generated by SPS 5.0.45P County: 99 Station: 0131 Description: ON NW 1ST AVE S OF NW 29TH ST Start Date: 06/10/2015 Start Time: 0000 Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total 0000 3 5 2 1 11 1 1 0 0 2 3 1 14 0100 4 4 0 1 9 1 2 1 1 0 4 1 13 0200 2 0 1 0 3 1 1 3 2 0 6 1 9 0300 1 1 0 0 2 1 0 1 1 1 3 1 5 0400 0 0 1 1 2 1 0 0 2 0 2 1 4 0500 0 0 2 0 2 1 1 0 1 0 2 1 4 0600 1 0 3 1 5 1 1 0 0 1 2 1 7 0700 2 3 2 1 8 1 1 0 1 6 8 1 16 0800 5 2 6 3 16 1 4 2 2 11 19 1 35 0900 4 5 5 9 23 1 9 10 6 21 46 1 69 1000 8 4 6 10 28 1 7 2 6 4 19 1 47 1100 8 10 11 13 42 1 4 6 11 5 26 1 68 1200 6 9 5 13 33 1 7 10 11 7 35 1 68 1300 6 11 9 6 32 1 4 5 7 17 33 1 65 1400 12 14 8 11 45 1 6 12 11 10 39 1 84 1500 12 12 9 6 39 1 9 11 6 5 31 1 70 1600 12 13 22 13 60 1 10 9 8 10 37 1 97 1700 17 12 17 25 71 1 4 7 11 10 32 1 103 1800 32 40 28 25 125 1 11 23 13 9 56 1 181 1900 20 11 13 8 52 1 14 3 14 11 42 1 94 2000 9 11 4 7 31 1 7 10 9 3 29 1 60 2100 12 10 7 8 37 1 0 3 2 0 5 1 42 2200 10 7 5 9 31 1 0 0 3 4 7 1 38 2300 13 6 6 11 36 1 0 3 2 1 6 1 42 24-Hour Totals: 743 492 1235 Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 830 18 845 36 845 53 P.M. 1745 125 1745 57 1745 182 Daily 1745 125 1815 59 1745 182 Generated by SPS 5.0.45P County: 99 Station: 0134 Description: ON NORTH MIAMI AVE S OF NW 29TH ST Start Date: 06/10/2015 Start Time: 0000 Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total 0000 46 20 30 16 112 1 4 8 5 4 21 1 133 0100 12 23 17 12 64 1 6 9 7 3 25 1 89 0200 12 15 8 8 43 1 1 5 0 0 6 1 49 0300 5 4 8 4 21 1 0 4 2 4 10 1 31 0400 4 3 7 8 22 1 2 6 10 3 21 1 43 0500 8 8 5 13 34 1 1 3 20 23 47 1 81 0600 27 28 41 49 145 1 19 22 53 37 131 1 276 0700 46 42 53 84 225 1 66 68 126 139 399 1 624 0800 73 73 98 103 347 1 124 172 199 185 680 1 1027 0900 96 89 104 114 403 1 169 194 161 155 679 1 1082 1000 94 110 111 103 418 1 130 123 114 88 455 1 873 1100 110 98 112 132 452 1 101 116 127 126 470 1 922 1200 153 122 130 129 534 1 114 96 112 116 438 1 972 1300 159 134 147 129 569 1 142 120 129 144 535 1 1104 1400 165 154 161 144 624 1 111 130 141 154 536 1 1160 1500 155 161 215 214 745 1 119 111 150 131 511 1 1256 1600 220 236 244 255 955 1 121 134 105 112 472 1 1427 1700 297 262 232 205 996 1 86 78 107 63 334 1 1330 1800 199 171 150 131 651 1 57 28 50 52 187 1 838 1900 115 99 121 93 428 1 18 21 61 27 127 1 555 2000 103 93 83 81 360 1 30 23 20 25 98 1 458 2100 96 74 63 61 294 1 13 15 8 18 54 1 348 2200 55 61 39 44 199 1 9 23 29 3 64 1 263 2300 40 38 27 11 116 1 3 12 2 2 19 1 135 24-Hour Totals: 8757 6319 15076 Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 845 392 830 747 830 1133 P.M. 1630 1058 1415 544 1615 1469 Daily 1630 1058 830 747 1615 1469 Generated by SPS 5.0.45P County: 99 Station: 0137 Description: ON NW 6TH AVE S OF NW 29TH ST Start Date: 06/18/2015 Start Time: 0000 Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total 0000 0 1 2 5 8 1 4 0 4 0 8 1 16 0100 1 1 0 2 4 1 2 1 0 1 4 1 8 0200 2 2 0 0 4 1 0 2 0 0 2 1 6 0300 1 1 0 0 2 1 0 1 0 1 2 1 4 0400 0 2 0 0 2 1 2 3 0 0 5 1 7 0500 0 0 3 4 7 1 0 0 2 1 3 1 10 0600 0 3 2 2 7 1 1 1 5 5 12 1 19 0700 3 5 9 7 24 1 7 8 10 17 42 1 66 0800 9 11 6 11 37 1 11 26 20 31 88 1 125 0900 7 9 13 17 46 1 9 9 19 10 47 1 93 1000 16 11 13 15 55 1 12 9 10 6 37 1 92 1100 8 16 13 12 49 1 11 11 8 11 41 1 90 1200 9 22 21 17 69 1 16 16 13 15 60 1 129 1300 23 9 12 18 62 1 15 8 13 17 53 1 115 1400 16 14 22 28 80 1 7 13 16 15 51 1 131 1500 20 22 35 24 101 1 15 8 25 18 66 1 167 1600 44 29 31 39 143 1 9 16 16 21 62 1 205 1700 54 48 47 32 181 1 14 25 17 15 71 1 252 1800 29 19 15 23 86 1 11 13 11 13 48 1 134 1900 13 7 16 14 50 1 9 17 13 10 49 1 99 2000 14 15 11 6 46 1 11 10 5 7 33 1 79 2100 8 9 11 16 44 1 3 5 5 4 17 1 61 2200 6 6 6 2 20 1 9 4 4 6 23 1 43 2300 6 4 6 7 23 1 5 1 2 3 11 1 34 24-Hour Totals: 1150 835 1985 Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 845 40 800 88 800 125 P.M. 1645 188 1645 77 1645 265 Daily 1645 188 800 88 1645 265 Generated by SPS 5.0.45P County: 99 Station: 0138 Description: ON NW 3RD AVE N OF W 20TH ST Start Date: 06/18/2015 Start Time: 0000 Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total 0000 4 2 0 1 7 1 8 6 6 4 24 1 31 0100 1 0 2 3 6 1 2 6 5 5 18 1 24 0200 1 3 0 0 4 1 3 4 0 5 12 1 16 0300 2 1 3 1 7 1 0 2 1 2 5 1 12 0400 0 2 0 2 4 1 3 6 3 2 14 1 18 0500 2 3 1 2 8 1 1 5 5 8 19 1 27 0600 5 2 10 11 28 1 8 9 16 22 55 1 83 0700 8 11 9 13 41 1 17 16 18 24 75 1 116 0800 0 9 0 12 21 1 21 16 19 22 78 1 99 0900 0 0 13 13 26 1 14 17 9 2 42 1 68 1000 14 10 11 14 49 1 1 1 2 2 6 1 55 1100 12 15 7 9 43 1 1 0 0 1 2 1 45 1200 21 14 14 15 64 1 1 0 5 0 6 1 70 1300 12 12 13 16 53 1 1 0 1 2 4 1 57 1400 14 12 14 11 51 1 18 6 5 6 35 1 86 1500 10 14 18 13 55 1 9 1 3 8 21 1 76 1600 25 21 25 28 99 1 1 6 12 14 33 1 132 1700 28 32 16 17 93 1 15 5 6 0 26 1 119 1800 23 18 14 9 64 1 4 6 2 11 23 1 87 1900 0 5 0 0 5 1 1 3 0 5 9 1 14 2000 2 5 4 5 16 1 5 0 3 10 18 1 34 2100 6 9 13 15 43 1 13 14 13 26 66 1 109 2200 9 12 15 10 46 1 13 13 24 12 62 1 108 2300 12 9 10 6 37 1 15 12 13 9 49 1 86 24-Hour Totals: 870 702 1572 Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 700 41 745 80 700 116 P.M. 1630 113 1615 47 1630 159 Daily 1630 113 745 80 1630 159 Generated by SPS 5.0.45P County: 99 Station: 0139 Description: ON NW 1ST PL N OF W 20TH ST Start Date: 06/18/2015 Start Time: 0000 Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total 0000 1 0 0 0 1 1 3 1 1 0 5 1 6 0100 4 2 2 2 10 1 1 3 2 0 6 1 16 0200 1 2 0 0 3 1 2 1 0 0 3 1 6 0300 1 0 1 0 2 1 0 0 0 1 1 1 3 0400 1 0 0 0 1 1 0 0 0 0 0 1 1 0500 1 0 0 1 2 1 0 0 0 1 1 1 3 0600 0 1 2 4 7 1 0 0 0 3 3 1 10 0700 1 2 3 1 7 1 0 1 1 1 3 1 10 0800 2 1 5 12 20 1 0 0 1 0 1 1 21 0900 7 6 5 5 23 1 2 2 2 2 8 1 31 1000 6 1 7 3 17 1 1 1 2 2 6 1 23 1100 4 6 4 7 21 1 1 1 0 1 3 1 24 1200 8 5 7 3 23 1 1 1 0 0 2 1 25 1300 4 7 9 8 28 1 0 2 3 5 10 1 38 1400 5 3 4 6 18 1 0 3 0 1 4 1 22 1500 8 9 7 14 38 1 3 2 1 5 11 1 49 1600 11 11 13 5 40 1 1 2 6 7 16 1 56 1700 14 28 5 16 63 1 1 5 3 4 13 1 76 1800 18 9 15 11 53 1 2 1 2 3 8 1 61 1900 10 8 10 4 32 1 1 0 3 2 6 1 38 2000 5 1 7 2 15 1 1 1 0 1 3 1 18 2100 3 2 1 0 6 1 0 0 4 0 4 1 10 2200 3 2 0 1 6 1 1 0 2 1 4 1 10 2300 6 5 2 2 15 1 0 1 2 1 4 1 19 24-Hour Totals: 451 125 576 Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 830 30 845 6 845 36 P.M. 1715 67 1630 19 1715 81 Daily 1715 67 1630 19 1715 81 Generated by SPS 5.0.45P County: 99 Station: 0140 Description: ON NW 1ST CT N OF W 20TH ST Start Date: 06/18/2015 Start Time: 0000 Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total 0000 14 0 2 4 20 1 11 0 3 0 14 1 34 0100 4 3 1 2 10 1 3 4 4 3 14 1 24 0200 3 1 0 2 6 1 0 0 4 0 4 1 10 0300 3 1 0 0 4 1 1 1 0 0 2 1 6 0400 0 1 0 3 4 1 0 1 2 3 6 1 10 0500 3 4 1 1 9 1 1 0 3 2 6 1 15 0600 3 6 2 6 17 1 2 2 2 5 11 1 28 0700 6 8 7 8 29 1 2 0 1 2 5 1 34 0800 5 5 10 9 29 1 1 7 2 1 11 1 40 0900 8 10 12 8 38 1 2 5 6 1 14 1 52 1000 11 10 7 5 33 1 16 3 0 0 19 1 52 1100 18 6 11 13 48 1 15 6 8 2 31 1 79 1200 13 12 12 11 48 1 0 2 6 2 10 1 58 1300 16 9 11 8 44 1 5 2 0 1 8 1 52 1400 13 18 6 17 54 1 2 7 4 0 13 1 67 1500 16 12 11 11 50 1 6 8 4 1 19 1 69 1600 16 23 19 18 76 1 2 14 5 5 26 1 102 1700 22 21 25 21 89 1 2 0 10 5 17 1 106 1800 20 16 10 13 59 1 6 6 0 0 12 1 71 1900 0 2 3 3 8 1 0 0 0 5 5 1 13 2000 8 8 5 8 29 1 3 1 2 4 10 1 39 2100 5 3 5 5 18 1 5 6 3 2 16 1 34 2200 4 8 5 3 20 1 3 3 1 2 9 1 29 2300 4 1 4 4 13 1 6 5 3 5 19 1 32 24-Hour Totals: 755 301 1056 Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 845 39 845 14 845 53 P.M. 1700 89 1730 27 1730 109 Daily 1700 89 1100 31 1730 109 Generated by SPS 5.0.45P County: 99 Station: 0141 Description: NW 1ST AVE N OF W 20TH ST Start Date: 06/18/2015 Start Time: 0000 Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total 0000 1 3 2 0 6 1 1 0 3 0 4 1 10 0100 2 0 5 0 7 1 1 2 1 0 4 1 11 0200 2 0 2 0 4 1 6 1 0 0 7 1 11 0300 0 1 0 0 1 1 1 2 0 0 3 1 4 0400 2 0 0 0 2 1 1 0 0 5 6 1 8 0500 1 0 3 4 8 1 7 3 3 5 18 1 26 0600 2 4 3 9 18 1 2 3 3 5 13 1 31 0700 7 6 10 5 28 1 3 20 18 24 65 1 93 0800 23 6 9 8 46 1 39 28 34 28 129 1 175 0900 10 13 10 14 47 1 26 15 13 9 63 1 110 1000 14 4 8 9 35 1 17 9 9 21 56 1 91 1100 14 5 13 7 39 1 25 14 17 10 66 1 105 1200 14 24 21 17 76 1 10 25 16 14 65 1 141 1300 21 14 15 11 61 1 7 20 10 12 49 1 110 1400 11 7 6 6 30 1 15 17 9 15 56 1 86 1500 14 9 2 3 28 1 20 18 31 31 100 1 128 1600 15 18 16 15 64 1 23 19 33 13 88 1 152 1700 7 19 32 22 80 1 33 30 27 15 105 1 185 1800 12 15 14 18 59 1 21 17 2 11 51 1 110 1900 9 9 10 4 32 1 8 11 13 4 36 1 68 2000 4 6 6 4 20 1 2 5 12 8 27 1 47 2100 5 4 1 2 12 1 6 3 5 3 17 1 29 2200 2 8 4 4 18 1 8 4 0 0 12 1 30 2300 3 6 4 2 15 1 9 6 1 0 16 1 31 24-Hour Totals: 736 1056 1792 Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 800 46 800 129 800 175 P.M. 1715 85 1630 109 1700 185 Daily 1715 85 800 129 1700 185 Generated by SPS 5.0.45P County: 99 Station: 0142 Description: ON NW MIAMI CT N OF W 20TH ST Start Date: 06/18/2015 Start Time: 0000 Direction: N Direction: S Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total 0000 0 1 0 0 1 1 1 1 0 0 2 1 3 0100 0 0 0 0 0 1 0 1 0 0 1 1 1 0200 0 0 0 0 0 1 0 0 0 0 0 1 0 0300 0 1 0 0 1 1 0 0 0 0 0 1 1 0400 0 0 0 0 0 1 0 0 0 0 0 1 0 0500 0 4 15 11 30 1 0 5 15 14 34 1 64 0600 6 7 2 9 24 1 0 7 8 1 16 1 40 0700 18 5 7 12 42 1 12 4 7 4 27 1 69 0800 18 9 6 8 41 1 7 4 10 4 25 1 66 0900 6 10 10 16 42 1 16 8 10 11 45 1 87 1000 15 11 14 7 47 1 21 7 14 11 53 1 100 1100 10 12 9 8 39 1 24 9 5 19 57 1 96 1200 12 11 14 10 47 1 19 12 9 5 45 1 92 1300 7 11 6 5 29 1 8 11 26 16 61 1 90 1400 4 11 20 14 49 1 12 12 16 17 57 1 106 1500 22 14 11 9 56 1 17 15 6 2 40 1 96 1600 8 19 10 10 47 1 5 15 19 6 45 1 92 1700 11 17 20 25 73 1 7 5 5 11 28 1 101 1800 14 13 6 13 46 1 2 4 2 4 12 1 58 1900 4 8 5 4 21 1 0 2 5 2 9 1 30 2000 2 2 3 3 10 1 0 0 3 1 4 1 14 2100 2 2 6 1 11 1 0 3 4 7 14 1 25 2200 0 0 1 1 2 1 2 0 2 2 6 1 8 2300 0 0 1 0 1 1 2 3 1 2 8 1 9 24-Hour Totals: 659 589 1248 Peak Volume Information Direction: N Direction: S Combined Directions Hour Volume Hour Volume Hour Volume A.M. 730 46 830 38 845 72 P.M. 1715 76 1330 66 1430 135 Daily 1715 76 1330 66 1430 135 Generated by SPS 5.0.45P County: 99 Station: 0143 Description: ON NW 21ST ST W OF N MIAMI AVE Start Date: 06/18/2015 Start Time: 0000 Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total 0000 1 0 0 0 1 1 0 1 0 0 1 1 2 0100 2 1 0 1 4 1 0 2 2 0 4 1 8 0200 0 0 1 1 2 1 1 1 0 1 3 1 5 0300 0 0 0 1 1 1 0 0 0 1 1 1 2 0400 1 0 0 1 2 1 0 0 2 0 2 1 4 0500 1 0 4 0 5 1 0 1 4 5 10 1 15 0600 1 5 3 4 13 1 2 3 2 8 15 1 28 0700 4 2 7 4 17 1 7 3 4 7 21 1 38 0800 10 3 5 4 22 1 9 8 8 13 38 1 60 0900 6 4 5 5 20 1 16 8 10 13 47 1 67 1000 11 4 9 4 28 1 14 9 10 8 41 1 69 1100 6 8 9 8 31 1 17 11 6 6 40 1 71 1200 8 7 13 13 41 1 11 10 15 8 44 1 85 1300 7 8 6 4 25 1 7 10 19 8 44 1 69 1400 8 13 7 11 39 1 11 9 13 6 39 1 78 1500 14 8 8 5 35 1 10 13 10 8 41 1 76 1600 10 12 13 13 48 1 6 12 14 9 41 1 89 1700 14 15 15 16 60 1 13 8 10 6 37 1 97 1800 19 11 10 5 45 1 8 5 7 10 30 1 75 1900 0 0 1 2 3 1 2 5 9 3 19 1 22 2000 3 8 4 8 23 1 3 5 6 2 16 1 39 2100 1 11 3 1 16 1 4 7 3 1 15 1 31 2200 3 5 1 4 13 1 1 6 1 3 11 1 24 2300 4 2 2 0 8 1 6 1 0 4 11 1 19 24-Hour Totals: 502 571 1073 Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 730 24 845 47 845 66 P.M. 1715 65 1315 48 1615 100 Daily 1715 65 1315 48 1615 100 Generated by SPS 5.0.45P County: 99 Station: 0144 Description: ON NW 22ND ST W OF N MIAMI CT Start Date: 06/18/2015 Start Time: 0000 Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total 0000 2 1 4 2 9 1 0 0 0 1 1 1 10 0100 2 0 0 0 2 1 2 0 0 2 4 1 6 0200 1 1 1 0 3 1 0 0 0 0 0 1 3 0300 0 0 5 1 6 1 0 0 0 0 0 1 6 0400 3 6 0 0 9 1 1 0 0 0 1 1 10 0500 0 0 0 0 0 1 0 0 1 1 2 1 2 0600 0 0 2 6 8 1 0 2 1 2 5 1 13 0700 1 1 2 11 15 1 5 2 4 5 16 1 31 0800 13 11 22 13 59 1 3 8 14 4 29 1 88 0900 7 2 2 10 21 1 8 8 2 6 24 1 45 1000 7 6 8 6 27 1 7 5 6 4 22 1 49 1100 9 4 4 5 22 1 2 5 7 3 17 1 39 1200 14 6 5 5 30 1 4 7 4 3 18 1 48 1300 7 3 10 4 24 1 8 6 7 11 32 1 56 1400 7 16 8 10 41 1 8 4 10 11 33 1 74 1500 6 8 15 6 35 1 9 6 5 7 27 1 62 1600 6 17 9 14 46 1 12 5 4 3 24 1 70 1700 11 10 15 10 46 1 6 4 5 8 23 1 69 1800 18 12 6 9 45 1 4 8 8 0 20 1 65 1900 3 6 2 10 21 1 6 3 4 2 15 1 36 2000 5 3 6 1 15 1 2 0 3 1 6 1 21 2100 4 8 5 2 19 1 1 6 1 1 9 1 28 2200 2 3 8 4 17 1 2 1 3 1 7 1 24 2300 3 2 4 1 10 1 4 2 2 0 8 1 18 24-Hour Totals: 530 343 873 Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 800 59 815 34 800 88 P.M. 1730 55 1430 36 1730 80 Daily 800 59 1430 36 800 88 Generated by SPS 5.0.45P County: 99 Station: 0145 Description: ON NW 22ND ST W OF NW 2ND AVE Start Date: 06/18/2015 Start Time: 0000 Direction: E Direction: W Combined Time 1st 2nd 3rd 4th Total 1st 2nd 3rd 4th Total Total 0000 3 4 1 1 9 1 2 2 0 0 4 1 13 0100 2 1 2 1 6 1 0 0 3 0 3 1 9 0200 5 1 1 2 9 1 1 1 0 1 3 1 12 0300 0 0 2 2 4 1 0 0 2 3 5 1 9 0400 1 0 4 0 5 1 1 0 1 1 3 1 8 0500 1 1 5 2 9 1 0 0 0 2 2 1 11 0600 4 3 3 6 16 1 0 2 1 2 5 1 21 0700 4 11 8 13 36 1 3 4 2 4 13 1 49 0800 10 9 10 5 34 1 0 0 5 1 6 1 40 0900 7 9 6 6 28 1 2 5 1 2 10 1 38 1000 4 4 6 8 22 1 4 4 11 7 26 1 48 1100 9 12 5 4 30 1 1 1 0 0 2 1 32 1200 5 7 13 9 34 1 2 2 5 3 12 1 46 1300 11 3 6 13 33 1 4 3 3 6 16 1 49 1400 14 10 10 10 44 1 2 0 0 2 4 1 48 1500 11 10 6 12 39 1 2 2 1 3 8 1 47 1600 16 12 16 17 61 1 4 3 2 0 9 1 70 1700 14 20 10 10 54 1 1 0 1 1 3 1 57 1800 18 9 12 17 56 1 7 1 0 7 15 1 71 1900 8 12 15 10 45 1 0 1 1 6 8 1 53 2000 2 8 7 5 22 1 3 5 1 0 9 1 31 2100 8 11 6 7 32 1 0 0 0 0 0 1 32 2200 8 3 1 6 18 1 0 0 0 0 0 1 18 2300 6 2 4 5 17 1 0 0 0 2 2 1 19 24-Hour Totals: 663 168 831 Peak Volume Information Direction: E Direction: W Combined Directions Hour Volume Hour Volume Hour Volume A.M. 715 42 700 13 715 52 P.M. 1630 67 1300 16 1800 71 Daily 1630 67 1000 26 1800 71 Generated by SPS 5.0.45P Appendix C Transit Data ction From To ime 'Woad AM Southbound NW 29th street NW 6 Avenue 7:55 7.22 NW 29th street NW 5 Avenue 7:55 7.33 NW 29th street NW 3 Avenue 7:55 6.89 NW 29th street NW 2 Avenue 7:55 6.78 NW 29th street NW 1st Avenue 7:55 7.11 NW 29th street N Miami Avenue 7:55 7.11 NI Miami Avenue NW 27th Street 7:55 7.11 NI Miami Avenue NW 25th Street 7:55 7.11 N Miami Avenue NW 23th Street 7:55 7.11 N Miami Avenue NW 21th Street 7:55 7.11 N Miami Avenue NW 20th Street 7:55 7.11 NW 29th street NW 6 Avenue 8:55 5.90 NW 29th street NW 5 Avenue 8:55 5.90 NW 29th street NW 3 Avenue 8:55 5.80 NW 29th street NW 2 Avenue 8:55 5.00 NW 29th street NW 1st Avenue 8:55 5.00 NW 29th street N Miami Avenue 8:55 5.00 N Miami Avenue NW 27th Street 8:55 5.00 N Miami Avenue NW 25th Street 8:55 5.00 N Miami Avenue NW 23th Street 8:55 4.90 N Miami Avenue NW 21th Street 8:55 4.90 N Miami Avenue NW 20th Street 8:55 4.90 Northbound N Miami Avenue NE 20th Street 8:30 2.44 N Miami Avenue NE 22th Street 8:30 2.44 N Miami Avenue NE 24th Street 8:30 2.11 N Miami Avenue NE 26th Street 8:30 1.89 N Miami Avenue NW 29th Street 8:30 1.89 N Miami Avenue NE 20th Street 9:30 2.89 N Miami Avenue NE 22th Street 9:30 2.89 N Miami Avenue NE 24th Street 9:30 2.89 N Miami Avenue NE 26th Street 9:30 2.89 N Miami Avenue NW 29th Street 9:30 1.90 PM Southbound NW 29th street NW 6 Avenue 15:55 2.08 NW 29th street NW 5 Avenue 15:55 2.31 NW 29th street NW 3 Avenue 15:55 2.31 NW 29th street NW 2 Avenue 15:55 2.62 NW 29th street NW 1st Avenue 15:55 2.62 NW 29th street N Miami Avenue 15:55 2.54 N Miami Avenue NW 27th Street 15:55 2.54 N Miami Avenue NW 25th Street 15:55 2.85 N Miami Avenue NW 23th Street 15:55 2.85 N Miami Avenue NW 21th Street 15:55 2.85 N Miami Avenue NW 20th Street 15:55 3.08 NW 29th street NW 6 Avenue 16:55 4.91 NW 29th street NW 5 Avenue 16:55 4.82 NW 29th street NW 3 Avenue 16:55 5.09 NW 29th street NW 2 Avenue 16:55 5 NW 29th street NW 1st Avenue 16:55 5 NW 29th street N Miami Avenue 16:55 5.09 N Miami Avenue NW 27th Street 16:55 5.09 N Miami Avenue NW 25th Street 16:55 5.09 N Miami Avenue NW 23th Street 16:55 5.09 N Miami Avenue NW 21th Street 16:55 5.09 N Miami Avenue NW 20th Street 16:55 5.09 Northbound N Miami Avenue NE 20th Street 16:30 2.3 N Miami Avenue NE 22th Street 16:30 2.4 N Miami Avenue NE 24th Street 16:30 2.4 N Miami Avenue NE 26th Street 16:30 2.3 N Miami Avenue NW 29th Street 16:30 2.3 N Miami Avenue NE 20th Street 17:30 1.67 N Miami Avenue NE 22th Street 17:30 1.55 N Miami Avenue NE 24th Street 17:30 1.45 N Miami Avenue NE 26th Street 17:30 1.45 N Miami Avenue NW 29th Street 17:30 1.55 AM Southbound NW 2nd Avenue NW 29th Street 7:58 17.25 NW 2nd Avenue NW 27th Street 7:58 16.25 NW 2nd Avenue NW 25th Street 7:58 15 NW 2nd Avenue NW 22rd Lane 7:58 14.75 NW 2nd Avenue NW 22rd Street 7:58 14.5 NW 2nd Avenue NW 20th Terrance 7:58 13.25 NW 2nd Avenue NW 20th Street 7:58 13.25 NW 2nd Avenue NW 29th Street 8:08 30.11 NW 2nd Avenue NW 27th Street 8:08 29.44 NW 2nd Avenue NW 25th Street 8:08 29.11 NW 2nd Avenue NW 22rd Lane 8:08 28.44 NW 2nd Avenue NW 22rd Street 8:08 28.33 NW 2nd Avenue NW 20th Terrance 8:08 27.44 NW 2nd Avenue NW 20th Street 8:08 27.44 NW 2nd Avenue NW 29th Street 8:17 24 NW 2nd Avenue NW 27th Street 8:17 25.17 NW 2nd Avenue NW 25th Street 8:17 25.5 NW 2nd Avenue NW 22rd Lane 8:17 24.83 NW 2nd Avenue NW 22rd Street 8:17 24.83 NW 2nd Avenue NW 20th Terrance 8:17 23.83 NW 2nd Avenue NW 20th Street 8:17 23.83 NW 2nd Avenue NW 29th Street 8:59 10.33 NW 2nd Avenue NW 27th Street 8:59 9.88 NW 2nd Avenue NW 25th Street 8:59 9.75 NW 2nd Avenue NW 22rd Lane 8:59 10.78 NW 2nd Avenue NW 22rd Street 8:59 9.25 NW 2nd Avenue NW 20th Terrance 8:59 8.88 NW 2nd Avenue NW 20th Street 8:59 8.88 NW 2nd Avenue NW 29th Street 9:19 18.33 NW 2nd Avenue NW 27th Street 9:19 18.33 NW 2nd Avenue NW 25th Street 9:19 17.89 NW 2nd Avenue NW 22rd Lane 9:19 17.22 NW 2nd Avenue NW 22rd Street 9:19 16.67 NW 2nd Avenue NW 20th Terrance 9:19 16.89 NW 2nd Avenue NW 20th Street 9:19 16.67 NW 2nd Avenue NW 29th Street 9:31 12.5 NW 2nd Avenue NW 27th Street 9:31 12.5 NW 2nd Avenue NW 25th Street 9:31 13 NW 2nd Avenue NW 22rd Lane 9:31 13 NW 2nd Avenue NW 22rd Street 9:31 13 NW 2nd Avenue NW 20th Terrance 9:31 13 NW 2nd Avenue NW 20th Street 9:31 13 Northbound NW 3rd Avenue NW 20th Street 8:05 8.67 NW 2nd Avenue NW 20th Street 8:05 9.17 NW 2nd Avenue NW 22th Street 8:05 9.58 NW 2nd Avenue NW 24th Street 8:05 9.42 NW 2nd Avenue NW 25th Street 8:05 9.67 NW 2nd Avenue NW 27th Street 8:05 9.5 NW 2nd Avenue NW 29th Street 8:05 9.42 NW 3rd Avenue NW 20th Street 8:25 7.6 NW 2nd Avenue NW 20th Street 8:25 9 NW 2nd Avenue NW 22th Street 8:25 9.56 NW 2nd Avenue NW 24th Street 8:25 8.7 NW 2nd Avenue NW 25th Street 8:25 8 NW 2nd Avenue NW 27th Street 8:25 8.1 NW 2nd Avenue NW 29th Street 8:25 8 NW 3rd Avenue NW 20th Street 8:45 7.5 NW 2nd Avenue NW 20th Street 8:45 7.5 NW 2nd Avenue NW 22th Street 8:45 7.5 NW 2nd Avenue NW 24th Street 8:45 7.5 NW 2nd Avenue NW 25th Street 8:45 7.5 NW 2nd Avenue NW 27th Street 8:45 7.25 NW 2nd Avenue NW 29th Street 8:45 7 NW 3rd Avenue NW 20th Street 9:05 10 NW 2nd Avenue NW 20th Street 9:05 11 NW 2nd Avenue NW 22th Street 9:05 11 NW 2nd Avenue NW 24th Street 9:05 11 NW 2nd Avenue NW 25th Street 9:05 10.5 NW 2nd Avenue NW 27th Street 9:05 10.67 NW 2nd Avenue NW 29th Street 9:05 9.67 NW 3rd Avenue NW 20th Street 9:25 14.78 NW 2nd Avenue NW 20th Street 9:25 14.89 NW 2nd Avenue NW 22th Street 9:25 14.56 NW 2nd Avenue NW 24th Street 9:25 14.33 NW 2nd Avenue NW 25th Street 9:25 13 NW 2nd Avenue NW 27th Street 9:25 12.78 NW 2nd Avenue NW 29th Street 9:25 10.56 Southbound NW 2nd Avenue NW 29th Street 16:17 6.17 NW 2nd Avenue NW 27th Street 16:17 6.5 NW 2nd Avenue NW 25th Street 16:17 7.17 NW 2nd Avenue NW 22rd Lane 16:17 7.17 NW 2nd Avenue NW 22rd Street 16:17 5.5 NW 2nd Avenue NW 20th Terrance 16:17 5.17 NW 2nd Avenue NW 20th Street 16:17 5.17 NW 2nd Avenue NW 29th Street 16:32 9 NW 2nd Avenue NW 27th Street 16:32 9.57 NW 2nd Avenue NW 25th Street 16:32 10.43 NW 2nd Avenue NW 22rd Lane 16:32 10.86 NW 2nd Avenue NW 22rd Street 16:32 10.86 NW 2nd Avenue NW 20th Terrance 16:32 11.29 NW 2nd Avenue NW 20th Street 16:32 11.29 NW 2nd Avenue NW 29th Street 16:37 9.11 NW 2nd Avenue NW 27th Street 16:37 8.33 NW 2nd Avenue NW 25th Street 16:37 8.67 NW 2nd Avenue NW 22rd Lane 16:37 9 NW 2nd Avenue NW 22rd Street 16:37 8.44 NW 2nd Avenue NW 20th Terrance 16:37 8.44 NW 2nd Avenue NW 20th Street 16:37 8.44 NW 2nd Avenue NW 29th Street 17:24 6.67 NW 2nd Avenue NW 27th Street 17:24 6.67 NW 2nd Avenue NW 25th Street 17:24 6.67 NW 2nd Avenue NW 22rd Lane 17:24 7.33 NW 2nd Avenue NW 22rd Street 17:24 7 NW 2nd Avenue NW 20th Terrance 17:24 9.33 2 PM NW 2nd Avenue NW 20th Street 17:24 9.33 NW 2nd Avenue NW 29th Street 17:34 14.22 NW 2nd Avenue NW 27th Street 17:34 14.44 NW 2nd Avenue NW 25th Street 17:34 14.67 NW 2nd Avenue NW 22rd Lane 17:34 15 NW 2nd Avenue NW 22rd Street 17:34 15.11 NW 2nd Avenue NW 20th Terrance 17:34 15.11 NW 2nd Avenue NW 20th Street 17:34 15.11 NW 2nd Avenue NW 29th Street 17:44 9.89 NW 2nd Avenue NW 27th Street 17:44 10 NW 2nd Avenue NW 25th Street 17:44 12 NW 2nd Avenue NW 22rd Lane 17:44 12.22 NW 2nd Avenue NW 22rd Street 17:44 11.78 NW 2nd Avenue NW 20th Terrance 17:44 12.89 NW 2nd Avenue NW 20th Street 17:44 12.78 Northbound NW 3rd Avenue NW 20th Street 16:25 20.71 NW 2nd Avenue NW 20th Street 16:25 22.67 NW 2nd Avenue NW 22th Street 16:25 23 NW 2nd Avenue NW 24th Street 16:25 23 NW 2nd Avenue NW 25th Street 16:25 23.33 NW 2nd Avenue NW 27th Street 16:25 24 NW 2nd Avenue NW 29th Street 16:25 24.83 NW 3rd Avenue NW 20th Street 16:45 21.13 NW 2nd Avenue NW 20th Street 16:45 20.63 NW 2nd Avenue NW 22th Street 16:45 21.25 NW 2nd Avenue NW 24th Street 16:45 20.88 NW 2nd Avenue NW 25th Street 16:45 21 NW 2nd Avenue NW 27th Street 16:45 21.88 NW 2nd Avenue NW 29th Street 16:45 23 NW 3rd Avenue NW 20th Street 17:05 15.33 NW 2nd Avenue NW 20th Street 17:05 15.83 NW 2nd Avenue NW 22th Street 17:05 15.83 NW 2nd Avenue NW 24th Street 17:05 16 NW 2nd Avenue NW 25th Street 17:05 16 NW 2nd Avenue NW 27th Street 17:05 16.5 NW 2nd Avenue NW 29th Street 17:05 17.83 NW 3rd Avenue NW 20th Street 17:25 17.33 NW 2nd Avenue NW 20th Street 17:25 17.44 NW 2nd Avenue NW 22th Street 17:25 17.44 NW 2nd Avenue NW 24th Street 17:25 17.67 NW 2nd Avenue NW 25th Street 17:25 17.33 NW 2nd Avenue NW 27th Street 17:25 17.78 NW 2nd Avenue NW 29th Street 17:25 17.89 NW 3rd Avenue NW 20th Street 17:45 13.86 NW 2nd Avenue NW 20th Street 17:45 15 NW 2nd Avenue NW 22th Street 17:45 15 NW 2nd Avenue NW 24th Street 17:45 15.14 NW 2nd Avenue NW 25th Street 17:45 15 NW 2nd Avenue NW 27th Street 17:45 15.57 NW 2nd Avenue NW 29th Street 17:45 15.71 32 AM Nouthbound NW 20th Street NW Miami Court 8:15 11 NW 20th Street NW 1th Court 8:15 10.91 NW 20th Street NW 2nd Avenue 8:15 11.09 NW 20th Street NW 3rd Avenue 8:15 12.36 NW 20th Street NW 4th Court 8:15 12.55 NW 20th Street NW 5th Court 8:15 12.73 NW 20th Street NW Miami Court 8:39 14.63 NW 20th Street NW 1th Court 8:39 14.88 NW 20th Street NW 2nd Avenue 8:39 15.25 NW 20th Street NW 3rd Avenue 8:39 16.13 NW 20th Street NW 4th Court 8:39 16.25 NW 20th Street NW 5th Court 8:39 15.5 NW 20th Street NW Miami Court 9:11 7.67 NW 20th Street NW 1th Court 9:11 8 NW 20th Street NW 2nd Avenue 9:11 8 NW 20th Street NW 3rd Avenue 9:11 8.67 NW 20th Street NW 4th Court 9:11 8.33 NW 20th Street NW 5th Court 9:11 8.33 NW 20th Street NW Miami Court 9:43 9.89 NW 20th Street NW 1th Court 9:43 10.33 NW 20th Street NW 2nd Avenue 9:43 11.05 NW 20th Street NW 3rd Avenue 9:43 12.37 NW 20th Street NW 4th Court 9:43 12.42 NW 20th Street NW 5th Court 9:43 12.32 PM NW 20th Street NW Miami Court 16:31 19.67 NW 20th Street NW 1th Court 16:31 20.33 NW 20th Street NW 2nd Avenue 16:31 19.89 NW 20th Street NW 3rd Avenue 16:31 21.11 NW 20th Street NW 4th Court 16:31 21.11 NW 20th Street NW 5th Court 16:31 21 NW 20th Street NW Miami Court 16:55 17.6 NW 20th Street NW 1th Court 16:55 19.6 NW 20th Street NW 2nd Avenue 16:55 19.8 NW 20th Street NW 3rd Avenue 16:55 20.4 NW 20th Street NW 4th Court 16:55 20.8 NW 20th Street NW 5th Court 16:55 21.4 NW 20th Street NW Miami Court 17:19 19.67 NW 20th Street NW 1th Court 17:19 21.86 NW 20th Street NW 2nd Avenue 17:19 22.05 NW 20th Street NW 3rd Avenue 17:19 22.86 NW 20th Street NW 4th Court 17:19 22.95 NW 20th Street NW 5th Court 17:19 22.76 NW 20th Street NW Miami Court 17:43 12.88 NW 20th Street NW 1th Court 17:43 14.88 NW 20th Street NW 2nd Avenue 17:43 15.38 NW 20th Street NW 3rd Avenue 17:43 16.63 NW 20th Street NW 4th Court 17:43 16.88 NW 20th Street NW 5th Court 17:43 16.75 Av:.Load Av:.load .erbound Av:. 6 AM Southbound NW 29th street NW 6 Avenue 7.22 6.20 5.02 NW 29th street NW 5 Avenue 7.33 6.20 5.02 NW 29th street NW 3 Avenue 6.89 6.18 5.02 NW 29th street NW 2 Avenue 6.78 6.18 5.02 NW 29th street NW 1st Avenue 7.11 6.19 5.02 NW 29th street N Miami Avenue 7.11 6.19 5.02 N Miami Avenue NW 27th Street 7.11 6.19 5.02 N Miami Avenue NW 25th Street 7.11 6.19 5.02 N Miami Avenue NW 23th Street 7.11 6.19 5.02 N Miami Avenue NW 21th Street 7.11 6.19 5.02 N Miami Avenue NW 20th Street 7.11 6.19 5.02 NW 29th street NW 6 Avenue 5.90 6.14 5.02 NW 29th street NW 5 Avenue 5.90 6.14 5.02 NW 29th street NW 3 Avenue 5.80 6.13 5.02 NW 29th street NW 2 Avenue 5.00 6.10 5.02 NW 29th street NW 1st Avenue 5.00 6.10 5.02 NW 29th street N Miami Avenue 5.00 6.10 5.02 N Miami Avenue NW 27th Street 5.00 6.10 5.02 N Miami Avenue NW 25th Street 5.00 6.10 5.02 N Miami Avenue NW 23th Street 4.90 6.10 5.02 N Miami Avenue NW 21th Street 4.90 6.10 5.02 N Miami Avenue NW 20th Street 4.90 6.10 5.02 Northbound N Miami Avenue NE 20th Street 2.44 2.42 4.91 N Miami Avenue NE 22th Street 2.44 2.42 4.91 N Miami Avenue NE 24th Street 2.11 2.39 4.91 N Miami Avenue NE 26th Street 1.89 2.37 4.91 N Miami Avenue NW 29th Street 1.89 2.37 4.91 N Miami Avenue NE 20th Street 2.89 2.47 4.91 N Miami Avenue NE 22th Street 2.89 2.47 4.91 N Miami Avenue NE 24th Street 2.89 2.47 4.91 N Miami Avenue NE 26th Street 2.89 2.47 4.91 N Miami Avenue NW 29th Street 1.90 2.38 4.91 6 PM Southbound NW 29th street NW 6 Avenue 2.08 3.75 3.25 NW 29th street NW 5 Avenue 2.31 3.75 3.25 NW 29th street NW 3 Avenue 2.31 3.77 3.25 NW 29th street NW 2 Avenue 2.62 3.77 3.25 NW 29th street NW 1st Avenue 2.62 3.76 3.25 NW 29th street N Miami Avenue 2.54 3.76 3.25 N Miami Avenue NW 27th Street 2.54 3.78 3.25 N Miami Avenue NW 25th Street 2.85 3.78 3.25 N Miami Avenue NW 23th Street 2.85 3.78 3.25 N Miami Avenue NW 21th Street 2.85 3.79 3.25 N Miami Avenue NW 20th Street 3.08 3.87 3.25 NW 29th street NW 6 Avenue 4.91 3.86 3.25 NW 29th street NW 5 Avenue 4.82 3.87 3.25 NW 29th street NW 3 Avenue 5.09 3.87 3.25 NW 29th street NW 2 Avenue 5 3.87 3.25 NW 29th street NW 1st Avenue 5 3.87 3.25 NW 29th street N Miami Avenue 5.09 3.87 3.25 N Miami Avenue NW 27th Street 5.09 3.87 3.25 N Miami Avenue NW 25th Street 5.09 3.87 3.25 N Miami Avenue NW 23th Street 5.09 3.87 3.25 N Miami Avenue NW 21th Street 5.09 3.87 3.25 N Miami Avenue NW 20th Street 5.09 3.75 3.25 Northbound N Miami Avenue NE 20th Street 2.3 1.97 3.19 N Miami Avenue NE 22th Street 2.4 1.98 3.19 N Miami Avenue NE 24th Street 2.4 1.98 3.19 N Miami Avenue NE 26th Street 2.3 1.97 3.19 N Miami Avenue NW 29th Street 2.3 1.97 3.19 N Miami Avenue NE 20th Street 1.67 1.91 3.19 N Miami Avenue NE 22th Street 1.55 1.90 3.19 N Miami Avenue NE 24th Street 1.45 1.89 3.19 N Miami Avenue NE 26th Street 1.45 1.89 3.19 N Miami Avenue NW 29th Street 1.55 1.90 3.19 Peak AM Peak PM Capacity 4.99 3.23 55 Southbound Northbound NW 2nd Avenue NW 29th Street 17.25 17.99 14.35 NW 2nd Avenue NW 27th Street 16.25 17.97 14.35 NW 2nd Avenue NW 25th Street 15 17.94 14.35 NW 2nd Avenue NW 22rd Lane 14.75 17.93 14.35 NW 2nd Avenue NW 22rd Street 14.5 17.93 14.35 NW 2nd Avenue NW 20th Terrance 13.25 17.90 14.35 NW 2nd Avenue NW 20th Street 13.25 17.90 14.35 NW 2nd Avenue NW 29th Street 30.11 18.29 14.35 NW 2nd Avenue NW 27th Street 29.44 18.27 14.35 NW 2nd Avenue NW 25th Street 29.11 18.27 14.35 NW 2nd Avenue NW 22rd Lane 28.44 18.25 14.35 NW 2nd Avenue NW 22rd Street 28.33 18.25 14.35 NW 2nd Avenue NW 20th Terrance 27.44 18.23 14.35 NW 2nd Avenue NW 20th Street 27.44 18.23 14.35 NW 2nd Avenue NW 29th Street 24 18.15 14.35 NW 2nd Avenue NW 27th Street 25.17 18.17 14.35 NW 2nd Avenue NW 25th Street 25.5 18.18 14.35 NW 2nd Avenue NW 22rd Lane 24.83 18.17 14.35 NW 2nd Avenue NW 22rd Street 24.83 18.17 14.35 NW 2nd Avenue NW 20th Terrance 23.83 18.14 14.35 NW 2nd Avenue NW 20th Street 23.83 18.14 14.35 NW 2nd Avenue NW 29th Street 10.33 17.83 14.35 NW 2nd Avenue NW 27th Street 9.88 17.82 14.35 NW 2nd Avenue NW 25th Street 9.75 17.82 14.35 NW 2nd Avenue NW 22rd Lane 10.78 17.84 14.35 NW 2nd Avenue NW 22rd Street 9.25 17.80 14.35 NW 2nd Avenue NW 20th Terrance 8.88 17.79 14.35 NW 2nd Avenue NW 20th Street 8.88 17.79 14.35 NW 2nd Avenue NW 29th Street 18.33 18.01 14.35 NW 2nd Avenue NW 27th Street 18.33 18.01 14.35 NW 2nd Avenue NW 25th Street 17.89 18.00 14.35 NW 2nd Avenue NW 22rd Lane 17.22 17.99 14.35 NW 2nd Avenue NW 22rd Street 16.67 17.98 14.35 NW 2nd Avenue NW 20th Terrance 16.89 17.98 14.35 NW 2nd Avenue NW 20th Street 16.67 17.98 14.35 NW 2nd Avenue NW 29th Street 12.5 17.88 14.35 NW 2nd Avenue NW 27th Street 12.5 17.88 14.35 NW 2nd Avenue NW 25th Street 13 17.89 14.35 NW 2nd Avenue NW 22rd Lane 13 17.89 14.35 NW 2nd Avenue NW 22rd Street 13 17.89 14.35 NW 2nd Avenue NW 20th Terrance 13 17.89 14.35 NW 2nd Avenue NW 20th Street 13 17.89 14.24 NW 3rd Avenue NW 20th Street 8.67 9.82 14.24 NW 2nd Avenue NW 20th Street 9.17 9.83 14.24 NW 2nd Avenue NW 22th Street 9.58 9.85 14.24 NW 2nd Avenue NW 24th Street 9.42 9.84 14.24 NW 2nd Avenue NW 25th Street 9.67 9.85 14.24 NW 2nd Avenue NW 27th Street 9.5 9.84 14.24 NW 2nd Avenue NW 29th Street 9.42 9.84 14.24 NW 3rd Avenue NW 20th Street 7.6 9.79 14.24 NW 2nd Avenue NW 20th Street 9 9.83 14.24 NW 2nd Avenue NW 22th Street 9.56 9.85 14.24 NW 2nd Avenue NW 24th Street 8.7 9.82 14.24 NW 2nd Avenue NW 25th Street 8 9.80 14.24 NW 2nd Avenue NW 27th Street 8.1 9.81 14.24 NW 2nd Avenue NW 29th Street 8 9.80 14.24 NW 3rd Avenue NW 20th Street 7.5 9.79 14.24 NW 2nd Avenue NW 20th Street 7.5 9.79 14.24 NW 2nd Avenue NW 22th Street 7.5 9.79 14.24 NW 2nd Avenue NW 24th Street 7.5 9.79 14.24 NW 2nd Avenue NW 25th Street 7.5 9.79 14.24 NW 2nd Avenue NW 27th Street 7.25 9.78 14.24 NW 2nd Avenue NW 29th Street 7 9.77 14.24 NW 3rd Avenue NW 20th Street 10 9.86 14.24 NW 2nd Avenue NW 20th Street 11 9.89 14.24 NW 2nd Avenue NW 22th Street 11 9.89 14.24 NW 2nd Avenue NW 24th Street 11 9.89 14.24 NW 2nd Avenue NW 25th Street 10.5 9.87 14.24 NW 2nd Avenue NW 27th Street 10.67 9.88 14.24 NW 2nd Avenue NW 29th Street 9.67 9.85 14.25 NW 3rd Avenue NW 20th Street 14.78 9.99 14.25 NW 2nd Avenue NW 20th Street 14.89 9.99 14.25 NW 2nd Avenue NW 22th Street 14.56 9.98 14.25 NW 2nd Avenue NW 24th Street 14.33 9.98 14.25 NW 2nd Avenue NW 25th Street 13 9.94 14.25 NW 2nd Avenue NW 27th Street 12.78 9.94 14.24 NW 2nd Avenue NW 29th Street 10.56 9.87 14.24 NW 2nd Avenue NW 29th Street 6.17 9.79 13.82 NW 2nd Avenue NW 27th Street 6.5 9.81 13.82 NW 2nd Avenue NW 25th Street 7.17 9.81 13.82 NW 2nd Avenue NW 22rd Lane 7.17 9.77 13.82 NW 2nd Avenue NW 22rd Street 5.5 9.77 13.82 NW 2nd Avenue NW 20th Terrance 5.17 9.77 13.82 NW 2nd Avenue NW 20th Street 5.17 9.86 13.82 NW 2nd Avenue NW 29th Street 9 9.87 13.82 NW 2nd Avenue NW 27th Street 9.57 9.89 13.82 NW 2nd Avenue NW 25th Street 10.43 9.90 13.82 NW 2nd Avenue NW 22rd Lane 10.86 9.90 13.82 NW 2nd Avenue NW 22rd Street 10.86 9.91 13.82 NW 2nd Avenue NW 20th Terrance 11.29 9.91 13.82 NW 2nd Avenue NW 20th Street 11.29 9.86 13.82 NW 2nd Avenue NW 29th Street 9.11 9.84 13.82 NW 2nd Avenue NW 27th Street 8.33 9.85 13.82 NW 2nd Avenue NW 25th Street 8.67 9.86 13.82 Peak AM Peak PM Capacity 14.30 13.87 165 2 PM Souhbound NW 2nd Avenue NW 22rd Lane 9 9.84 13.82 NW 2nd Avenue NW 22rd Street 8.44 9.84 13.82 NW 2nd Avenue NW 20th Terrance 8.44 9.84 13.82 NW 2nd Avenue NW 20th Street 8.44 9.80 13.82 NW 2nd Avenue NW 29th Street 6.67 9.80 13.82 NW 2nd Avenue NW 27th Street 6.67 9.80 13.82 NW 2nd Avenue NW 25th Street 6.67 9.82 13.82 NW 2nd Avenue NW 22rd Lane 7.33 9.81 13.82 NW 2nd Avenue NW 22rd Street 7 9.86 13.82 NW 2nd Avenue NW 20th Terrance 9.33 9.86 13.82 NW 2nd Avenue NW 20th Street 9.33 9.98 13.82 NW 2nd Avenue NW 29th Street 14.22 9.98 13.82 NW 2nd Avenue NW 27th Street 14.44 9.99 13.82 NW 2nd Avenue NW 25th Street 14.67 10.00 13.82 NW 2nd Avenue NW 22rd Lane 15 10.00 13.82 NW 2nd Avenue NW 22rd Street 15.11 10.00 13.82 NW 2nd Avenue NW 20th Terrance 15.11 10.00 13.82 NW 2nd Avenue NW 20th Street 15.11 9.88 13.82 NW 2nd Avenue NW 29th Street 9.89 9.88 13.82 NW 2nd Avenue NW 27th Street 10 9.93 13.82 NW 2nd Avenue NW 25th Street 12 9.93 13.82 NW 2nd Avenue NW 22rd Lane 12.22 9.92 13.82 NW 2nd Avenue NW 22rd Street 11.78 9.95 13.82 NW 2nd Avenue NW 20th Terrance 12.89 9.94 13.82 NW 2nd Avenue NW 20th Street 12.78 10.13 13.82 Northbound NW 3rd Avenue NW 20th Street 20.71 18.71 13.93 NW 2nd Avenue NW 20th Street 22.67 18.76 13.93 NW 2nd Avenue NW 22th Street 23 18.77 13.93 NW 2nd Avenue NW 24th Street 23 18.77 13.93 NW 2nd Avenue NW 25th Street 23.33 18.78 13.93 NW 2nd Avenue NW 27th Street 24 18.80 13.93 NW 2nd Avenue NW 29th Street 24.83 18.82 13.93 NW 3rd Avenue NW 20th Street 2113 18.72 13.93 NW 2nd Avenue NW 20th Street 20.63 18.71 13.93 NW 2nd Avenue NW 22th Street 21.25 18.72 13.93 NW 2nd Avenue NW 24th Street 20.88 18.71 13.93 NW 2nd Avenue NW 25th Street 21 18.72 13.93 NW 2nd Avenue NW 27th Street 21.88 18.74 13.93 NW 2nd Avenue NW 29th Street 23 18.77 13.93 NW 3rd Avenue NW 20th Street 15.33 18.56 13.93 NW 2nd Avenue NW 20th Street 15.83 18.57 13.93 NW 2nd Avenue NW 22th Street 15.83 18.57 13.93 NW 2nd Avenue NW 24th Street 16 18.58 13.93 NW 2nd Avenue NW 25th Street 16 18.58 13.93 NW 2nd Avenue NW 27th Street 16.5 18.59 13.93 NW 2nd Avenue NW 29th Street 17.83 18.63 13.93 NW 3rd Avenue NW 20th Street 17.33 18.61 13.93 NW 2nd Avenue NW 20th Street 17.44 18.62 13.93 NW 2nd Avenue NW 22th Street 17.44 18.62 13.93 NW 2nd Avenue NW 24th Street 17.67 18.62 13.93 NW 2nd Avenue NW 25th Street 17.33 18.61 13.93 NW 2nd Avenue NW 27th Street 17.78 18.63 13.93 NW 2nd Avenue NW 29th Street 17.89 18.63 13.93 NW 3rd Avenue NW 20th Street 13.86 18.52 13.93 NW 2nd Avenue NW 20th Street 15 18.55 13.93 NW 2nd Avenue NW 22th Street 15 18.55 13.93 NW 2nd Avenue NW 24th Street 15.14 18.55 13.93 NW 2nd Avenue NW 25th Street 15 18.55 13.93 NW 2nd Avenue NW 27th Street 15.57 18.57 13.93 NW 2nd Avenue NW 29th Street 15.71 18.57 13.93 32 AM PM Nouthbound NW 20th Street NW Miami Court 11 11.67 15.52 NW 20th Street NW lth Court 10.91 11.66 15.52 NW 20th Street NW 2nd Avenue 11.09 11.67 15.52 NW 20th Street NW 3rd Avenue 12.36 11.72 15.52 NW 20th Street NW 4th Court 12.55 11.73 15.52 NW 20th Street NW 5th Court 12.73 11.74 15.52 NW 20th Street NW Miami Court 14.63 11.81 15.53 NW 20th Street NW lth Court 14.88 11.82 15.53 NW 20th Street NW 2nd Avenue 15.25 11.84 15.53 NW 20th Street NW 3rd Avenue 16.13 11.87 15.53 NW 20th Street NW 4th Court 16.25 11.88 15.53 NW 20th Street NW 5th Court 15.5 11.85 15.53 NW 20th Street NW Miami Court 7.67 11.53 15.52 NW 20th Street NW lth Court 8 11.55 15.52 NW 20th Street NW 2nd Avenue 8 11.55 15.52 NW 20th Street NW 3rd Avenue 8.67 11.57 15.52 NW 20th Street NW 4th Court 8.33 11.56 15.52 NW 20th Street NW 5th Court 8.33 11.56 15.52 NW 20th Street NW Miami Court 9.89 11.62 15.52 NW 20th Street NW lth Court 10.33 11.64 15.52 NW 20th Street NW 2nd Avenue 11.05 11.67 15.52 NW 20th Street NW 3rd Avenue 12.37 11.72 15.52 NW 20th Street NW 4th Court 12.42 11.72 15.52 NW 20th Street NW 5th Court 12.32 11.72 15.52 NW 20th Street NW Miami Court 19.67 19.52 15.52 NW 20th Street NW lth Court 20.33 19.54 15.52 NW 20th Street NW 2nd Avenue 19.89 19.53 15.68 NW 20th Street NW 3rd Avenue 21.11 19.57 15.68 NW 20th Street NW 4th Court 21.11 19.57 15.68 NW 20th Street NW 5th Court 21 19.57 15.68 NW 20th Street NW Miami Court 17.6 19.43 15.68 NW 20th Street NW lth Court 19.6 19.51 15.68 NW 20th Street NW 2nd Avenue 19.8 19.52 15.68 NW 20th Street NW 3rd Avenue 20.4 19.55 15.68 NW 20th Street NW 4th Court 20.8 19.56 15.68 NW 20th Street NW 5th Court 21.4 19.59 15.68 NW 20th Street NW Miami Court 19.67 19.52 15.68 NW 20th Street NW lth Court 21.86 19.60 15.68 NW 20th Street NW 2nd Avenue 22.05 19.61 15.68 NW 20th Street NW 3rd Avenue 22.86 19.64 15.68 NW 20th Street NW 4th Court 22.95 19.65 15.68 NW 20th Street NW 5th Court 22.76 19.64 15.68 NW 20th Street NW Miami Court 12.88 19.25 15.69 NW 20th Street NW lth Court 14.88 19.33 15.68 NW 20th Street NW 2nd Avenue 15.38 19.35 15.68 NW 20th Street NW 3rd Avenue 16.63 19.40 15.68 NW 20th Street NW 4th Court 16.88 19.41 15.68 NW 20th Street NW 5th Court 16.75 19.40 15.68 Peak AM Peak PM Capacity 15.52 15.67 110 Appendix D ITE Trip Generation Worksheet Existing Land use Size AM Peak Hour PM Peak Hour Entry Exit Entry Exit 110 - General Light Industrial 150 - Warehousing 170 - Utilities 820 - Shopping Center 942 - Automobile Care Center 932 - High -Turnover (Sit -Down) Restaurant 140 - Manufacturing 925 - Drinking Place 81.31* 1000 Sq. Feet Gross Floor Area 66 9 9 70 314.44 *1000 Sq. Feet Gross Floor Area 122 33 31 93 57.79 * 1000 Sq. Feet Gross Floor Area 24 22 20 24 75.97 * 1000 Sq. Feet Gross Leasable Area 91 55 267 290 36.69 * 1000 Sq. Feet Occ. Gr. Leasable Area 55 28 48 52 1.48 * 1000 Sq. Feet Gross Floor Area 9 7 9 6 456.8 1000 Sq. Feet Gross Floor Area 273 77 122 218 7.35 * 1000 Sq. Feet Gross Floor Area N/A N/A 55 28 Total 547 196 533 750 Future Land use Size AM Peak Hour PM Peak Hour Entry Exit Entry Exit 110 - General Light Industrial 170 - Utilities 820 - Shopping Center 942 - Automobile Care Center 932 - High -Turnover (Sit -Down) Restaurant 140 - Manufacturing 220 - Apartment 750 - Office Park 879 - Art Gallery Store 876 - Apparel Store 925 - Drinking Place 81.31 * 1000 Sq. Feet Gross Floor Area 57.79 * 1000 Sq. Feet Gross Floor Area 75.97 * 1000 Sq. Feet Gross Leasable Area 36.69 * 1000 Sq. Feet Occ. Gr. Leasable Area 1.48 * 1000 Sq. Feet Gross Floor Area 456.8 * 1000 Sq. Feet Gross Floor Area 500 Dwelling Units 74.04 Acres 800 * 1000 Sq. Feet Gross Floor Area 800 * 1000 Sq. Feet Gross Floor Area 66 9 9 70 24 22 20 24 91 55 267 290 55 28 55 59 9 7 9 6 273 77 122 218 50 199 190 103 4427 604 817 3988 854 1087 640 160 1532 1532 7.35 * 1000 Sq. Feet Gross Floor Area N/A N/A 55 28 Total 5681 1208 3987 7472 Appendix E TAZ Zone Averages X m z m Cncn m z m 497 19932 498 Q 17336 m D Wynwood Business Improvement District (BID TAZ Zones 20314 (0 co 496 14 z co co 7823 495 18704 4557 LC) V I CO O 9495 NW/NE29ST co 12767 500 10768 C0 12685 16535 01 -P w O z 501 N 5449 6327 7274 6458 NE 20TH ST CO 19145 0 z - w — 77 co AT 493 \ 640 960 F CO co 12537 NW.3RD AVE 6087 502 2341 22447 Cr) CO ti O W W N O O N CO N 15544 50` 3 15646 I 11152 CC 0) ca) O O C0 o o 90$6 c0 0o CO IQ (0 Esri, DigitalGlobe, GeoEye, i-cubed.',, EEarthstar Geographics, CkES/Airbus D.S, ISDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP sw`sstopo, and theCGIS User Community a I 1 Cr CFI 22281 SERPM 2005 SERPM 2035 N co co ti O N N 506 •r TAZ Zones net external % Direction =Ili of TAZ 1111but 493 15 NNW 11.63 55 10 NNE 10.89 48 9 ENE 5.84 25 5 ESE 9.05 40 8 SSE 12.96 57 11 SSW 11.31 50 9 WSW 22.24 97 18 WNW 16.08 71 13 total 443 83 495 30 NNW 11.95 106 20 NNE 14.01 124 23 ENE 5.27 47 9 ESE 10.95 97 18 SSE 15.73 139 26 SSW 16.59 147 27 WSW 13.34 118 22 WNW 12.16 108 20 total 886 165 498 10 NNW 9.31 28 5 NNE 10.63 31 6 ENE 7.16 21 4 ESE 8.17 24 4 SSE 14.12 42 8 SSW 25.32 75 14 WSW 14.74 43 8 WNW 10.56 31 6 total 295 55 500 5 NNW 15.02 22 4 NNE 14.41 21 4 ENE 3.08 5 1 ESE 6.31 9 2 SSE 11.70 17 3 SSW 16.47 24 4 WSW 20.58 31 6 WNW 12.40 19 4 total 148 28 501 20 NNW 17.13 101 19 NNE 13.00 77 14 ENE 4.93 29 6 ESE 6.64 39 7 SSE 9.36 56 10 SSW 13.41 79 14 WSW 22.06 130 24 WNW 13.46 79 15 total 590 109 502 20 NNW 16.04 95 18 NNE 12.64 75 14 ENE 5.91 35 6 ESE 5.97 35 6 SSE 9.69 57 11 SSW 15.11 89 17 WSW 20.85 123 23 WNW 13.79 81 15 total 590 110 TAZ Zones net external Out NNW 13.51 407 76 NNE 12.60 376 70 ENE 5.37 162 31 ESE 7.85 244 45 Wynwood 100 SSE 12.26 368 69 SSW 16.37 464 85 WSW 18.97 542 101 WNW 13.08 389 73 total 2952 550 TAZ Zones net external % Direction =Ili of TAZ lot 493 15 NNW 11.63 35 68 NNE 10.89 32 64 ENE 5.84 17 34 ESE 9.05 27 53 SSE 12.96 39 76 SSW 11.31 34 67 WSW 22.24 66 131 WNW 16.08 48 94 total 298 587 495 30 NNW 11.95 71 140 NNE 14.01 84 164 ENE 5.27 31 62 ESE 10.95 65 128 SSE 15.73 93 185 SSW 16.59 99 195 WSW 13.34 80 156 WNW 12.16 73 143 total 596 1173 498 10 NNW 9.31 19 36 NNE 10.63 21 42 ENE 7.16 14 28 ESE 8.17 16 32 SSE 14.12 28 55 SSW 25.32 50 99 WSW 14.74 29 58 WNW 10.56 21 41 total 198 391 500 5 NNW 15.02 15 30 NNE 14.41 14 28 ENE 3.08 3 6 ESE 6.31 6 13 SSE 11.70 12 23 SSW 16.47 16 32 WSW 20.58 21 40 WNW 12.40 12 24 total 99 196I 501 20 NNW 17.13 68 134 NNE 13.00 52 102 ENE 4.93 20 39 ESE 6.64 26 52 SSE 9.36 37 73 SSW 13.41 53 105 WSW 22.06 88 172 WNW 13.46 54 105 total 398 782 502 20 NNW 16.04 64 125 NNE 12.64 50 99 ENE 5.91 23 46 ESE 5.97 24 47 SSE 9.69 39 76 SSW 15.11 60 118 WSW 20.85 83 163 WNW 13.79 55 108 total 398 782 TAZ Zones net external Out NNW 13.51 272 533 NNE 12.60 253 499 ENE 5.37 108 215 ESE 7.85 164 325 Wynwood 100 SSE 12.26 248 488 SSW 16.37 312 616 WSW 18.97 367 720 WNW 13.08 263 515 total 1987 3911 Appendix F Growth Rate Analysis Model Growth Trend Calculation Base Year Future Year Linear Exponential Decay Exponential Year 2005 2035 1.64% 1.35% 1.39% 2005 19,300 19,300 19,300 2006 19,600 19,500 21,200 2007 19,900 19,800 22,300 2008 20,200 20,100 23,100 2009 20,600 20,300 23,800 2010 20,900 20,600 24,300 2011 21,200 20,900 24,700 2012 21,500 21,200 25,100 2013 Opening Year 21,800 21,500 25,400 2014 22,100 21,800 25,700 2015 22,500 22,100 26,000 2016 22,800 22,300 26,200 2017 23,100 22,700 26,400 2018 23,400 23,000 26,600 2019 23,700 23,300 26,800 2020 24,100 23,600 27,000 2021 24,400 23,900 27,200 2022 24,700 24,200 27,300 2023 Mid -Design Year 25,000 24,600 27,500 2024 25,300 24,900 27,600 2025 25,700 25,200 27,800 2026 26,000 25,600 27,900 2027 26,300 25,900 28,000 2028 26,600 26,300 28,100 2029 26,900 26,600 28,200 2030 27,300 27,000 28,400 2031 27,600 27,300 28,500 2032 27,900 27,700 28,600 2033 Design Year 28,200 28,100 28,700 2034 28,500 28,500 28,800 2035 28,8441 28,800 28,800 28,800 30 27 Slope Intercept Year In(year) 2784.8094 19281 1 0.0000 Exponential 2 0.6931 1.34% 3 1.0986 Linear 4 1.3863 1.65% 5 1.6094 6 1.7918 7 1.9459 8 2.0794 9 2.1972 10 2.3026 11 2.3979 12 2.4849 13 2.5649 14 2.6391 15 2.7081 16 2.7726 17 2.8332 18 2.8904 19 2.9444 20 2.9957 21 3.0445 22 3.0910 23 3.1355 24 3.1781 25 3.2189 26 3.2581 27 3.2958 28 3.3322 29 3.3673 30 3.4012 31 3.4340 148,100 52,400 49,200 55,700 50,000 57,700 difference 4,300 6,500 7,700 8.94% 13.21% 15.40% acerage 50,300 52,500 53,900 - *-Linear t Exponential - Decaying Model Growth Trend Calculation Base Year Future Year Linear Exponential Decay Exponential Year 2005 2035 0.56% 0.52% 0.54% 2005 14,743 14,700 14,700 14,700 2006 14,800 14,800 15,200 2007 14,900 14,900 15,500 2008 15,000 15,000 15,700 2009 15,100 15,000 15,900 2010 15,200 15,100 16,000 2011 15,200 15,200 16,100 2012 15,300 15,300 16,200 2013 Opening Year 15,400 15,400 16,300 2014 15,500 15,400 16,400 2015 15,600 15,500 16,500 2016 15,600 15,600 16,500 2017 15,700 15,700 16,600 2018 15,800 15,800 16,600 2019 15,900 15,800 16,700 2020 16,000 15,900 16,700 2021 16,100 16,000 16,800 2022 16,100 16,100 16,800 2023 Mid -Design Year 16,200 16,200 16,800 2024 16,300 16,300 16,900 2025 16,400 16,300 16,900 2026 16,500 16,400 16,900 2027 16,500 16,500 17,000 2028 16,600 16,600 17,000 2029 16,700 16,700 17,000 2030 16,800 16,800 17,100 2031 16,900 16,800 17,100 2032 16,900 16,900 17,100 2033 Design Year 17,000 17,000 17,100 2034 17,100 17,100 17,200 2035 17,1941 17,200 17,200 17,200 19,000 17,000 15,000 13,000 11,000 9,000 7,000 30 27 Slope Intercept Year In(year) 713.7476 14743 1 0.0000 Exponential 2 0.6931 0.51% 3 1.0986 Linear 4 1.3863 0.55% 5 1.6094 6 1.7918 7 1.9459 8 2.0794 9 2.1972 10 2.3026 11 2.3979 12 2.4849 13 2.5649 14 2.6391 15 2.7081 16 2.7726 17 2.8332 18 2.8904 19 2.9444 20 2.9957 21 3.0445 22 3.0910 23 3.1355 24 3.1781 25 3.2189 26 3.2581 27 3.2958 28 3.3322 29 3.3673 30 3.4012 31 3.4340 148,100 52,400 49,200 55,700 50,000 57,700 difference 4,300 6,500 7,700 8.94% 13.21% 15.40% acerage 50,300 52,500 53,900 5,000 , 2005 2010 2015 2020 2025 2030 2035 + Linear t Exponential - Decaying Model Growth Trend Calculation Base Year Future Year Linear Exponential Decay Exponential Year 2005 2035 1.47% 1.21% 1.25% 2005 15,544 15,500 15,500 15,500 2006 15,800 15,700 16,900 2007 16,000 15,900 17,700 2008 16,200 16,100 18,300 2009 16,400 16,300 18,700 2010 16,700 16,500 19,100 2011 16,900 16,700 19,400 2012 17,100 16,900 19,600 2013 Opening Year 17,300 17,100 19,900 2014 17,600 17,300 20,100 2015 17,800 17,500 20,200 2016 18,000 17,700 20,400 2017 18,200 18,000 20,600 2018 18,500 18,200 20,700 2019 18,700 18,400 20,900 2020 18,900 18,600 21,000 2021 19,100 18,800 21,100 2022 19,400 19,100 21,200 2023 Mid -Design Year 19,600 19,300 21,300 2024 19,800 19,500 21,400 2025 20,000 19,800 21,500 2026 20,300 20,000 21,600 2027 20,500 20,200 21,700 2028 20,700 20,500 21,800 2029 20,900 20,700 21,900 2030 21,200 21,000 21,900 2031 21,400 21,200 22,000 2032 21,600 21,500 22,100 2033 Design Year 21,800 21,800 22,200 2034 22,100 22,000 22,200 2035 22,2811 22,300 22,300 22,300 25,000 23,000 21,000 19,000 17,000 15,000 13,000 11,000 9,000 7,000 5,000 30 27 Slope Intercept Year In(year) 1961.8594 15544 1 0.0000 Exponential 2 0.6931 1.20% 3 1.0986 Linear 4 1.3863 1.44% 5 1.6094 6 1.7918 7 1.9459 8 2.0794 9 2.1972 10 2.3026 11 2.3979 12 2.4849 13 2.5649 14 2.6391 15 2.7081 16 2.7726 17 2.8332 18 2.8904 19 2.9444 20 2.9957 21 3.0445 22 3.0910 23 3.1355 24 3.1781 25 3.2189 26 3.2581 27 3.2958 28 3.3322 29 3.3673 30 3.4012 31 3.4340 148,100 52,400 49,200 55,700 50,000 57,700 difference 4,300 6,500 7,700 8.94% 13.21% 15.40% acerage 50,300 52,500 53,900 2005 2010 2015 2020 2025 2030 2035 + Linear t Exponential - Decaying Model Growth Trend Calculation Base Year Future Year Linear Exponential Decay Exponential Year 2005 2035 0.28% 0.27% 0.27% 2005 17,336 17,300 17,300 17,300 2006 17,400 17,400 17,600 2007 17,400 17,400 17,800 2008 17,500 17,500 17,900 2009 17,500 17,500 18,000 2010 17,600 17,600 18,000 2011 17,600 17,600 18,100 2012 17,700 17,600 18,200 2013 Opening Year 17,700 17,700 18,200 2014 17,700 17,700 18,300 2015 17,800 17,800 18,300 2016 17,800 17,800 18,300 2017 17,900 17,900 18,400 2018 17,900 17,900 18,400 2019 18,000 18,000 18,400 2020 18,000 18,000 18,400 2021 18,100 18,100 18,500 2022 18,100 18,100 18,500 2023 Mid -Design Year 18,200 18,100 18,500 2024 18,200 18,200 18,500 2025 18,200 18,200 18,500 2026 18,300 18,300 18,600 2027 18,300 18,300 18,600 2028 18,400 18,400 18,600 2029 18,400 18,400 18,600 2030 18,500 18,500 18,600 2031 18,500 18,500 18,600 2032 18,600 18,600 18,700 2033 Design Year 18,600 18,600 18,700 2034 18,700 18,700 18,700 2035 18,7041 18,700 18,700 18,700 21,000 19,000 17,000 15,000 13,000 11,000 9,000 7,000 30 27 Slope Intercept Year In(year) 398.3707 17336 1 0.0000 Exponential 2 0.6931 0.25% 3 1.0986 Linear 4 1.3863 0.26% 5 1.6094 6 1.7918 7 1.9459 8 2.0794 9 2.1972 10 2.3026 11 2.3979 12 2.4849 13 2.5649 14 2.6391 15 2.7081 16 2.7726 17 2.8332 18 2.8904 19 2.9444 20 2.9957 21 3.0445 22 3.0910 23 3.1355 24 3.1781 25 3.2189 26 3.2581 27 3.2958 28 3.3322 29 3.3673 30 3.4012 31 3.4340 148,100 52,400 49,200 55,700 50,000 57,700 difference 4,300 6,500 7,700 8.94% 13.21% 15.40% acerage 50,300 52,500 53,900 5,000 , 2005 2010 2015 2020 2025 2030 2035 - *-Linear t Exponential - Decaying Dote: CONCURRCNCY MANAGEMENT ANALYSIS CITY OF MIAMI PLANNING DEPARTMENT 5-006781._Areo A IMPACT OF PROPOSED AMENDMENT TO LAND USE MAP 6/5/15 WITI IIN A TRANSPORTATION CORRIDOR AMENDMENT INFORMATION CONCURRCNCY ANALYSIS Noah: NW 29 ST FCC Corr.dor South : NW 20 ST 1-95 From. d"s To. Lqn"d"s 9.9600 oeres CcP 0 DU/eere 0 DU'9 0 FLR 0 so . Proposed Des q ot.e,L.q tIndustr.al Res de" e 9.9600 cores Cc:P 36 DU/oere 359 DU's Pe " I lo" Pe so"-T p Ge"e o", Res de" 269 Other. C� FLR 0 q . Pe "Ile" Pe so"-T " Ge"e e o"LO ne 0 Net Increment Wtn Proposed Chong.: Dwell q U".ts 921 359 269 Wvnwood/Cdq wste 322 K1, I11, 112 110 NW7,11 Avenue RECREATION AND OPEN SPACE 921 1.20 182.80 181.60 OK POTABLE WATER TRANSMISSION Pop o"I" eme",Resde"s Try"9m�99�e„ Re creme"�, qP Cxee99 Cep Be.ere C"e q Excess Co poo.tyAfterChong. 921 206,416 OK SANITARY SEWER TRANSMISSION 921 170,477 See Note 1. See Note 1. WASA Permit Required STORM SEWER CAPACITY OK RELEVANT MCNP GOALS, OBJECTIVES, AND POLICIES Lo„d Use Goof LU-1 Lo"d Use Oe,e«..,e LU-1.1 Lo„d Use Pol.,v 1.1.1 CoP.tol In, prove me„ts GoalCI-1 Cop Imp ovementsOe_ «.„eCI-1.2 Cap Improvement, Po v 1.2.3 o - q SOLID WASTE COLLECTION 921 1,180 800 (380) OK TRAFFIC CIRCULATION LOSBefore Change LOSA.terCnonge 921 269 B B OK NOTES: Permit for sanitary sewer connection must be issued by Miami -Dade Water and Sewer Authority Department (WASA) Excess capacity, if any, is currently not known. Industrial: Allow manufacturing, assembly and storage activities. The "industrial" designation generally includes activities that would otherwise generate excessive amounts of noise, smoke, fumes, illumination, traffic, hazardous wastes or negative visual impact unless properly controlled. "Light Industrial" Allow mixed -use development within this land use classification, and further, to facilitate the ability of developing a mixed occupancy within a unit in which more than one type of use is provided under Live/Work or Work/Live zoning districts of the City's land development regulations. Areas designated as "light industrial" allow all activities included in the Restricted Commercial and General Commercial designations as well as wholesaling and distribution activities that generally serve the needs of other businesses; generally require on and off loading facilities; and benefit from close proximity to general commercial areas. These commercial activities (beyong those permitted in Restricted Commercial and General Commercial designations) include retailing of second hand items, new and used vehicle sales, parking lots and garages, wholesaling, warehousing, light manufacturing and assembly and other activities whose scale of operation and land use impacts are similar to those uses described above. ASSUMPTIONS AND COMMENTS Population increment is assumed to be all new residents. Peak -period trip generation is based on ITE Trip Generation, 5th Edition at 1.4 ppv average occupancy for private passenger vehicles. Transportation Corridor capacities and LOS are from Table PT-2(R1), Transportation Corridors report. Potable water and wastewater transmission capacities are in accordance with Miami -Dade County stated capacities and are assumed correct. Service connections to water and sewer mains are assumed to be of adequate size; if not, new connections are to be installed at owner's expense. Recreation/Open Space acreage requirements are assumed with proposed change made. CONCURRCNCY MANAGEMENT ANALYSIS CITY OF MIAMI PLANNING DEPARTMENT Propose! No. 15-006781o_Are. B1 end B2 IMPACT OF PROPOSED AMENDMENT TO LAND USE MAP Dore: 6/5/15 WITIIIN ATRANSPORTATION CORRIDOR AMENDMENT INFORMATION CONCURRCNCY ANALYSIS App "r. Ciry orMiami Proposed Change: Noah: NW 29 ST FCC Corridor So"tn: NW 20 ST 1-95 To: Res de" 18.7200 cores C> 0 DU/core 0 DU's Pe k Ilo" Pe so"-T p Ge"e o Res de" 0 Other q t. C? FLR 0 ,. Res de" 18.7200 cores C> 150 DU/oore 2,808 DU's Pe k Ilo" Pe so"-T p Ge"e o", Res de" 2,106 Othert. C FLR 0 q r. Pe k Ilo" Pe so"-T p Ge"e " o".SQ ne 0 Ne,lncremen, With Proposed Chq . Pop olesion Dwelling U"i,s 7,217 2,808 2,106 Wy wood/Cdq werer 322 K1, 111, 112 110 NW 7,n Avenue RECREATION AND OPEN SPACE 7,217 9.38 182.80 173.42 OK POTABLE WATER TRANSMISSION 7,217 1,616,509 OK SANITARY SEWER TRANSMISSION 7,217 1,335,064 See No,. 1. See Noce 1. WASA Perini, Required STORM SEWER CAPACITY OK RELEVANT MCNP GOALS, OBJECTIVES, AND POLICIES Land Use Goer LU-1 (See e,seonment1) Land Use Ob,e«i„e LU-1.1 Land Use Ponov 1.1.1 Cp Improven, enrsGoelCI-1 Cep Imp o„emenrsOb «.„e CI-1_2 Cep Imp o„emenss Pol.., 1.2.3 - q SOLID WASTE COLLECTION 7,217 9,237 800 (8,437) OK TRAFFIC CIRCULATION LOSBe.ore Change LOS A.ser Change 7,217 2106 B B OK NOTES: Permit for sanitary sewer connection must be issued by Miami -Dade Water and Sewer Authority Department (WASA) Excess capacity, if any, is currently not known. Industrial: Allow manufacturing, assembly and storage activities. The. "industrial" designation generally includes activities that would otherwise generate excessive amounts of noise, smoke, fumes, illumination, traffic, hazardous wastes or negative visual impact unless properly controlled. "General Commercial" Allow all activities included in the Restricted Commercial designations, as well as wholesaling and distribution activities that generally serve the needs of other businesses; generally require on and off loading facilities; and benefit from close proximity to industrial areas. These commercial activities include retailing of second hand items, automotive repair services, new and used vehicle sales, parking lots and garages, heavy equipment sales and service, building material sales and storage, wholesaling, warehousing, distribution and transport related services, light manufacturing and assembly and other activities whose scale of operation and land use impacts are similar to those uses described above. Multifamily residential structures of a density equal to High Density Multifamily Residential, are allowed subject to the detailed provisions of the applicable land development regulations. ASSUMPTIONS AND COMMENTS Population increment is assumed to be all new residents. Peak -period trip generation is based on ITE Trip Generation, 5th Edition at 1.4 ppv average occupancy for private passenger vehicles. Transportation Corridor capacities and LOS are from Table PT-2(R1), Transportation Corridors report. Potable water and wastewater transmission capacities are in accordance with Miami -Dade County stated capacities and are assumed correct. Service connections to water and sewer mains are assumed to be of adequate size; if not, new connections are to be installed at owners expense. Recreation/Open Space acreage requirements are assumed with proposed change made. CONCURRCNCY MANAGEMENT ANALYSIS CITY OF MIAMI PLANNING DEPARTMENT Prapos No. 15-006781u_Are. C1, C2, C3, C4, C5, C6 IMPACT OF PROPOSED AMENDMENT TO LAND USE MAP D"re: 6/5/15 WITIIIN ATRANSPORTATION CORRIDOR AMENDMENT INFORMATION CONCURRCNCY ANALYSIS App c""r. Ciry orMiami Proposed Cn" 9 . Noah: So"tn. Fom. To: NW 29 ST NW 20 ST Lams,: FCC Corridor Wes,: I-95 Res de" 43.7200 .ores C> 65 DU/.ore 2,842 DU's Peak Ilo" Pe so"-T p Ge"e " o", Res de" 2,302 Orner sd.fs. C? FLR 0 Res de" 43.7200 .ores C> 150 DU/oore 6,558 DU's Peak Ilo" Pe so"-T p Ge"e " o", Res de" 4,919 Orne s. C FLR 0 Peak Ilo" Pe so"-T p Ge"e " o".SQ ne 0 Ne,lncremen, With Proposed Ch9 . Pop ul.sion Dwelling Uni,s 9,551 3,716 2,617 Wy wood/Cdq w.rer 322 K1, 111, 112 110 NW 7,n Avenue RECREATION AND OPEN SPACE 9,551 12.42 182.80 170.38 OK POTABLE WATER TRANSMISSION 9,551 2,139,342 OK SANITARY SEWER TRANSMISSION 9,551 1,766,867 See No,. 1. See Noce 1. WASA Perini, Required STORM SEWER CAPACITY OK RELEVANT MCNP GOALS, OBJECTIVES, AND POLICIES L""d Use Go LU-1 (See " " nme"t1) Land Use On,e« e LU-1.1 Land Use Pony 1.1.1 C.o.s.! In, proven, enrs Go CI-1 C"p Imp o„en,enrsOe «.„e CI-1_2 Cap Imp o„emenss Pol.., 1.2.3 - 9 SOLID WASTE COLLECTION 9,551 12,225 800 (11 ,425) OK TRAFFIC CIRCULATION LOSBefore Change LOS After Change 9,551 2617 B B OK NOTES: Permit for sanitary sewer connection must be issued by Miami -Dade Water and Sewer Authority Department (WASA) Excess capacity, if any, is currently not known. Medium Density Restricted Commercial: Allow residential uses (except rescue missions) to a maximum density equivalent to Medium Density Multifamily Residential subject to the same limiting conditions; transitory residential facilities such as hotels and motels. "General Commercial" Allow all activities included in the Restricted Commercial designations, as well as wholesaling and distribution activities that generally serve the needs of other businesses; generally require on and off loading facilities; and benefit from close proximity to industrial areas. These commercial activities include retailing of second hand items, automotive repair services, new and used vehicle sales, parking lots and garages, heavy equipment sales and service, building material sales and storage, wholesaling, warehousing, distribution and transport related services, light manufacturing and assembly and other activities whose scale of operation and land use impacts are similar to those uses described above. Multifamily residential structures of a density equal to High Density Multifamily Residential, are allowed subject to the detailed provisions of the applicable land development regulations. ASSUMPTIONS AND COMMENTS Population increment is assumed to be all new residents. Peak -period trip generation is based on ITE Trip Generation, 5th Edition at 1.4 ppv average occupancy for private passenger vehicles. Transportation Corridor capacities and LOS are from Table PT-2(R1), Transportation Corridors report. Potable water and wastewater transmission capacities are in accordance with Miami -Dade County stated capacities and are assumed correct. Service connections to water and sewer mains are assumed to be of adequate size; if not, new connections are to be installed at owners expense. Recreation/Open Space acreage requirements are assumed with proposed change made. CONCURRCNCY MANAGEMENT ANALYSIS CITY OF MIAMI PLANNING DEPARTMENT Prapos No. 15-006781"_Are. D1 D2 IMPACT OF PROPOSED AMENDMENT TO LAND USE MAP D"re: 6/5/15 WITIIIN ATRANSPORTATION CORRIDOR AMENDMENT INFORMATION CONCURRCNCY ANALYSIS App c""r. Ciry orMiami Proposed Cn" q . Noah: NW 29 ST FCC Corridor So"tn: NW 20 ST 1-95 To: Res de" 85.5300 .ores C> 36 DU/.ore 3,079 DU's Peak Ilo" Pe so"-T p Ge"e " o", Res de" 2,494 Orner so I,. C? FLR 0 so Res de" 85.5300 .ores C> 150 DU/.ore 12,830 DU's Peak Ilo" Pe so"-T p Ge"e " o", Res de" 9,622 Orne t. C FLR 0 Peak Ilo" Pe so"-T p Ge"e " o".SQ ne 0 Ne,lncremen, With Proposed Chq . Pop ol.sion Dwelling U"i,s 25,059 9,750 7,128 Wv wood/Cdq w.rer 322 K1, 111, 112 110 NW 7,n Avenue RECREATION AND OPEN SPACE 25,059 32.58 182.80 150.22 OK POTABLE WATER TRANSMISSION 25,059 5,61 3,122 OK SANITARY SEWER TRANSMISSION 25,059 4,635,837 See No,. 1. See Noce 1. WASA Perini, Required STORM SEWER CAPACITY OK RELEVANT MCNP GOALS, OBJECTIVES, AND POLICIES Land Use Go LU-1 (See " " nme"t1) Land Use On,e« e LU-1.1 Land Use Ponov 1.1.1 C.o.s.! In, proven, enrs Go CI-1 C"p Imp o„en,enrsOe «.„e CI-1.2 Cap Impo„emenssPo v1.2.3 -q SOLID WASTE COLLECTION 25,059 32,075 800 (31,275) OK TRAFFIC CIRCULATION LOSBe.ore Change LOS A.ser Change 25,059 7128 B B OK NOTES: Permit for sanitary sewer connection must be issued by Miami -Dade Water and Sewer Authority Department (WASA) Excess capacity, if any, is currently not known. Light Industrial: Allow mixed -use development within this land use classification, and further, to facilitatethe ability of developing a mixed occupancy within a unit in which morethan one type of use is provided under Live/Work or Work/Live zoning districts of the City's land development regulations. Areas designated as "light industrial" allow all activities included in the Restricted Commercial and General Commercial designations as well as wholesaling and distribution activities that generally serve the needs of other businesses; generally require on and off loading facilities; and benefit from close proximity to general commercial areas. "General Commercial" Allow all activities included in the Restricted Commercial designations, as well as wholesaling and distribution activities that generally servethe needs of other businesses; generally require on and off loading facilities; and benefit from close proximity to industrial areas. These commercial activities include retailing of second hand items, automotive repair services, new and used vehicle sales, parking lots and garages, heavy equipment sales and service, building material sales and storage, wholesaling, warehousing, distribution and transport related services, light manufacturing and assembly and other activities whose scale of operation and land use impacts are similar to those uses described above. Multifamily residential structures of a density equal to High Density Multifamily Residential, are allowed subject to the detailed provisions of the applicable land development regulations. ASSUMPTIONS AND COMMENTS Population increment is assumed to be all new residents. Peak -period trip generation is based on ITE Trip Generation, 5th Edition at 1.4 ppv average occupancy for private passenger vehicles. Transportation Corridor capacities and LOS are from Table PT-2(R1), Transportation Corridors report. Potable water and wastewater transmission capacities are in accordance with Miami -Dade County stated capacities and are assumed correct. Service connections to water and sewer mains are assumed to be of adequate size; if not, new connections are to be installed at owner's expense. Recreation/Open Space acreage requirements are assumed with proposed change made. CONCURRCNCY MANAGEMENT ANALYSIS CITY OF MIAMI PLANNING DEPARTMENT Propossi No. 15-00678G_Ares C IMPACT OF PROPOSED AMENDMENT TO LAND USE MAP D"re: 6/5/15 WITIIIN ATRANSPORTATION CORRIDOR AMENDMENT INFORMATION CONCURRCNCY ANALYSIS App o""r. Ciry or Mi"m Proposed C"" q . Noah: So"t". Fom. To: NW 29 ST NW 20 ST Ces,: FCC Corridor Wes,: 1-95 Res de" 2.6800 sores C> 65 DU/sore 174 DU's Pe"k Ilo" Pe so"-T p Ge"e " o", Res de" 141 Orper sdLL. C? FLR 0 ,. Res de" 2.6800 sores C> 65 DU/sore 174 DU's Pe"k Ilo" Pe so"-T p Ge"e " o", Res de" 131 Orne s. C FLR 0 d . Pe"k lo" Pe so"-T p Ge"e " o".SQ "e 0 Ne,Increment WithProposed Change: Pop dission 0 Dwelling U"i,s 0 -10 Wv wood/Cdq wsrer 322 K1, 111, 112 110 NW 7," Avenge RECREATION AND OPEN SPACE 0 0.00 182.80 182.80 OK POTABLE WATER TRANSMISSION 0 0 OK SANITARY SEWER TRANSMISSION 0 0 See No,e 1. See No,. 1. WASA PermG Required STORM SEWER CAPACITY OK RELEVANT MCNP GOALS, OBJECTIVES, AND POLICIES L" pd Use Gosi LU-1 (See ",,"o"me"t1) Land Use Oe,e« e LU-1.1 Land Use Popov 1.1.1 C"pr Improves, egrsGo CI-1 C"p Imp o„ements Oe «Ge CI-1.2 Cspgsi Impo„emens, Po y1.2.3 " -q SOLID WASTE COLLECTION 0 0 800 800 OK TRAFFIC CIRCULATION LOSBefore Change LOS After Change 0 -10 B B OK NOTES: Permit for sanitary sewer connection must be issued by Miami -Dade Water and Sewer Authority Department (WASA) Excess capacity, if any, is currently not known. Medium Density Restricted Commercial: Allow residential uses (except rescue missions) to a maximum density equivalent to Medium Density Multifamily Residential subject to the same limiting conditions; transitory residential facilities such as hotels and motels. "Medium Density Multifamily Residential" Allow residenti structures to a maximum density of 65 dwelling units per acre, subject to the detailed provisions of the applicable land development regulations and the maintenance of required levels of service for facilities and services included in the City's adopted concurrency management requirements. Supporting services such as community -based residential facilities (14 clients or less, not including drug, alcohol or correctional rehabilitation facilities) will be allowed pursuant to applicable state law; community -based residential facilities (15-50 clients) and day care centers for children and adults may be permissible in suitable locations. Permissible uses within medium density multifamily areas also include commercial activities that are intended to serve the retailing and personal services needs of the building or building complex, small scale limited commercial uses as accessory uses, subject to the detailed provisions of applicable land development regulations and the maintenance of required levels of service for such uses, places od worship, primary and secondary schools, and accessory post -secondary educational facilities. Professional offices, tourist and guest homes, museums and private clubs or lodges are allowed only in contributing structures within historic sites or historic districts that have been designated by the Historical and Encironmental Preservation Board and are in suitable locations within medium density multifamily residential areas, pursuant to applicable land development regulations and the maintenance of required levels od service for such uses. Density and intensity limitations for said uses shall be restricted to those of the contribution structure(s). ASSUMPTIONS AND COMMENTS Population increment is assumed to be all new residents. Peak -period trip generation is based on ITE Trip Generation, 5th Edition at 1.4 ppv average occupancy for private passenger vehicles. Transportation Corridor capacities and LOS are from Table PT-2(R1), Transportation Corridors report. Potable water and wastewater transmission capacities are in accordance with Miami -Dade County stated capacities and are assumed correct. Service connections to water and sewer mains are assumed to be of adequate size; if not, new connections are to be installed at owner's expense. City of Miami Public School Concurrency Concurrency Management System Entered Requirements Applicant Fields Information Application Type Public Hearing Application Sub -Type -- Select One -- Application Name * Application Phone Application Email * Application Address * Contact Fields Information Contact Name * Contact Phone * Contact Email * Local Govt. Name City of Miami Local Govt. Phone 305-416-1400 Local Govt. Email mirfernandez(&miamigov.com; jellis(&miamigov.com Local Govt. App. Number (OFFICIAL USE ONLY) Property Fields Information Master Folio Number * Additional Folio Number Total Acreage * 204.872 Proposed Land Use/Zoning * General Commercial Single -Family Detached Units * 0 Single -Family Attached Units (Duplex) * 0 Multi -Family Units * 16631 Total # of Units * 16631 Redevelopment Information (MUSPs) - Re -development applications are for those vacant sites for which a local govemment has provided vested rights; or for an already improved property which does not have to be re -platted as deemed by the local govemment. The number of units to be input into the CMS is the net difference between the existing vested number of units and the newly proposed number of units. Example: an existing 20-unit structure will be torn down for redevelopment. The newly proposed development calls for 40 total units. Local government shall input 20 units in the CMS (net difference between the 20 units vested less the newly proposed 4 units). Required Fields for Application Owner(s)/Attorney/Applicant Name STATE OF FLORIDA COUNTY OF MIAMI-DADE Owner(s)/Attorney/Applicant Signature The foregoing was acknowledged before me this day of 20 , by 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 Miami Planning, Zoning and Appeals Board Resolution: PZAB-R-15-037 File ID 15-00678Iu June 17, 2015 Item PZAB.5 Ms. Maria Beatriz Gutierrez offered the following resolution and moved its adoption: A RESOLUTION OF THE MIAMI PLANNING, ZONING AND APPEALS BOARD RECOMMENDING APPROVAL OF AN ORDINANCE OF THE MIAMI CITY COMMISSION AMENDING ORDINANCE NO. 10544, AS AMENDED, THE MIAMI COMPREHENSIVE NEIGHBORHOOD PLAN OF THE CITY OF MIAMI, PURSUANT TO AN EXPEDITED STATE REVIEW PROCESS PURSUANT TO CHAPTER 163.3184(3), FLORIDA STATUTES BY CHANGING THE FUTURE LAND USE DESIGNATION OF THE ACREAGE DESCRIBED HEREIN OF REAL PROPERTIES LOCATED BETWEEN INTERSTATE 95 ON THE WEST, NORTHWEST 29TH STREET ON THE NORTH INCLUDING SPECIFIC PARCELS FRONTING NORTHWEST 29TH STREET ON THE NORTH, NORTHWEST 20TH STREET ON THE SOUTH INCLUDING SPECIFIC PARCELS FRONTING NORTHWEST 20TH STREET ON THE SOUTH, AND THE FEC CORRIDOR ON THE EAST, MIAMI FLORIDA, FROM "MEDIUM DENSITY RESTRICTED COMMERCIAL" TO "MEDIUM DENSITY MULTIFAMILY RESIDENTIAL"; FROM "MEDIUM DENSITY RESTRICTED COMMERCIAL", "RESTRICTED COMMERCIAL", "INDUSTRIAL", AND "LIGHT INDUSTRIAL" TO "GENERAL COMMERCIAL"; AND FROM "INDUSTRIAL" TO "LIGHT INDUSTRIAL", AS DEPICTED IN EXHIBIT "A", HEREBY ATTACHED AND INCORPORATED; MAKING FINDINGS; DIRECTING TRANSMITTALS TO AFFECTED AGENCIES; CONTAINING A SEVERABILITY CLAUSE; AND PROVIDING FOR AN EFFECTIVE DATE. Upon being seconded by Ms. Jennifer Ocana Barnes, the motion passed and was adopted by a vote of 9 - 0: Ms. Jennifer Ocana Barnes Yes Mr. Chris Collins Yes Ms. Maria Lievano-Cruz Yes Mr. Charles A. Garavaglia Yes Mr. Charles A. Gibson Yes Ms. Maria Beatriz Gutierrez Yes Dr. Ernest Martin Yes Mr. Daniel Milian Yes Mr. Juvenal Piro Absent Ms. Melody L. Torrens Absent Mr. Manuel J. Vadillo Yes Mr. David H. Young Absent IT/ Fr n jsco Garcia, Director Execution D to Planning and Zoning Department STATE OF FLORIDA COUNTY OF MIAMI-DADE ) Personally appeared before me, the undersigned authority, Olga Zamora, Clerk of the Planning, Zoning and Appeals Board of the City of Miami, Florida, and acknowledges that he executed the foregoing Resolution. SWORN AND SUBSCRIBED BEFORE ME THIS 1� DAY OF ,)t A.L , 2015. V C` i, S' Tv h, l I IC Print Notary Name Personally know or Produced I.D. Type and number of I.D. produced Did take an oath or Did not take an oath VANESSATRUJILLO miS tiW4. FF 229944 "0 ^" _ EXPIRES: July 11, 2019 ^t 4 R Bonded Thru Notary Public Under rs 0 0.125 el' WV room Industrial EXHIBIT A: Proposed FLUM `r fjp�� Recreation :Medium:Density Multifamily Residential 0.25 ,1,211::ipi.t i r li,ti %g%%i6, r.h.W %iir, General Commercial General Commercial or' INN II er...raporpoopppor ./// Medium,Density= 44,R stt>rteed L—_ If fi % Commercial 111111111= __ ■ � 1 11�1�1 11 General Commercial e Earthstar Geo.raphi 9. Created by the City of Miami Planning Department: 5/29/2015 0.5 Miles