Loading...
HomeMy WebLinkAboutAnalysis, Maps, PZAB Reso & Additional DocsANALYSIS FOR REQUEST TO ESTABLISH A FUTURE LAND USE MIAMI RIVER RESIDENTIAL DENSITY INCREASE AREA OVERLAY Generally bounded by SW 5th Street and the Miami River on the north, The Metro Rail on the east, SW 3rd Avenue on the west, and SW 7th Street on the south File ID 15-00354ct REQUEST This will amend policies of the "Interpretation of the 2020 Future Land Use Map" within the Future Land Use Element and the 2020 Future Land Use Map Series contained in Appendix LU-1 of the City's Comprehensive Plan to modify the Little Havana Residential Density Increase Area (RDIA) overlay in order to establish the "Miami River" Residential Density Increase Area (RDIA) Overlay permitting up to 400 dwelling units per acre. (A complete legal description is on file at the Hearing Boards Office). 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." Restricted Commercial: Areas designated as "Restricted Commercial" allow residential uses (except rescue missions) to a maximum density equivalent to "High Density Multifamily ResidentiaP subject to the same limiting conditions and a finding by the Planning Director that the proposed site's proximity to other residentially zoned property makes it a logical extension or continuation of existing residential development and that adequate services and amenities exist in the adjacent area to accommodate the needs of potential residents; transitory residential facilities such as hotels and motels. This category also allows general office use; clinics and laboratories, auditoriums, libraries, convention facilities, places of worship, and primary and secondary schools. Also allowed are commercial activities that generally serve the daily retailing and service needs of the public, typically requiring easy access by personal auto, and often located along arterial or collector roadways, which include: general retailing, personal and professional services, real estate, banking and other financial services, restaurants, saloons and cafes, general entertainment facilities, private clubs and recreation facilities, major sports and exhibition or entertainment facilities and other commercial activities whose scale and land use impacts are similar in nature to those uses described above. This category also includes commercial marinas and living quarters on vessels as permissible. The nonresidential portions of developments within areas designated as "Restricted Commercial" allow a maximum floor lot ratio (FLR) of 7.0 times the net lot area of the subject property; such FLR may be increased upon compliance with the detailed provisions of the applicable land development regulations; however, may not exceed a total FLR of 11.0 times the net lot area of the subject property. Properties designated as "Restricted Commercial" in the Edgewater Area allow a maximum floor lot ratio (FLR) of 17.0 times the net lot area of the subject property. Properties designated as "Restricted Commercial" in the Urban Central Business District and Buena Vista Yards Regional Activity Center allow a maximum floor lot ratio (FLR) of 37.0 times the net lot area of the subject property. All such uses and mixes of uses shall be subject to the detailed provisions of the applicable land development regulations and the maintenance of required levels of service for facilities and services included in the City's adopted concurrency management requirements. Nonresidential floor area is the floor area that supports nonresidential uses within the inside perimeter of the outside walls of the building including hallways, stairs, closets, thickness of walls, columns and other features, and parking and loading areas, and excluding only open air corridors, porches, balconies and roof areas. Urban Central Business District (UCBD): This designation identifies the single urban core area within the City of Miami. The UCBD shall be consistent with the Comprehensive Plan and Future Land Use Map, shall contain mass transit service as defined in Chapter 9J-5, F.A.C., and shall contain high intensity, high density multi -use development to include: retail; professional and governmental office uses; cultural, recreational and entertainment facilities; high density residential; hotels and motels; and appropriate industrial activities. In accordance with Chapter 28-24.014(10)(a), F.A.C., the guidelines and standards of development, a designated Urban Central Business District within the City of Miami shall: 1. Increase the threshold for residential, hotel, motel, office, or retail development by fifty -percent (50%); 2. Increase the threshold for applicable multi -use guidelines and standards by one hundred percent (100%), provided that one land use of the multi -use development is residential and the residential development amounts to not less than thirty-five percent (35%) of the City of Miami's applicable residential threshold; and 3. Increase the threshold for resort or convention hotel development by one hundred fifty percent (150%). High Density Multifamily Residential: Areas designated as "High Density Multifamily Residential" allow residential structures to a maximum density of 150 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. Higher densities may be allowed as shown for these specially -designated areas: Little Havana Target Area Southeast Overtown Miami River Brickell, Omni, Park West, and River Quadrant 200 units per acre 300 units per acre 400 units per acre 500 units per acre Supporting services such as offices and commercial services and other accessory activities that are clearly incidental to principal uses are permitted; 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+ clients), places of worship, primary and secondary schools, and day care centers for children and adults may be permissible in suitable locations. DISCUSSION The subject area is currently part of the Little Havana RDIA and consists of twenty-nine (29) parcels comprising approximately 10.05 acres. These parcels are generally located in the area bounded by SW 5th Street and the Miami River on the north, the Metro Rail on the east, SW 3rd Avenue on the west and SW 7th Street on the south. In addition to the Little Havana RDIA, the site is also designated "Restricted Commercial" with an Urban Central Business District Overlay. The northern part of the site is impacted by a Coastal High Hazard Area designation along the Miami River. The area to the east is a Restrict Commercial designation as well, while to the south the designations are General Commercial and Restricted Commercial. To the west of the site is Public Parks and Recreations and Restricted Commercial designations. The surrounding areas all maintain an Urban Central Business District Overlay. The subject area is in the DOWNTOWN NET Service Center Area. The area is currently becoming a primary location for development and redevelopment. The site is in the downtown which is attracting new population because of development and redevelopment activity in the area and along the Miami River. The existence of various modes of transportation is also stimulating additional development opportunities. The presence of the developing River Walk along the River, and the established Jose Marti Park provide recreational opportunities. These aspects encourage the opportunity for increased residential density. Though development exists within the proposed RDIA east of 2nd Avenue, The site area west of 2nd Avenue currently consists of vacant properties and boarded up structures which are available for development and redevelopment. ANALYSIS The Planning and Zoning Department is recommending APPROVAL of the amendment as presented based on the following findings: • The MCNP "Interpretation of the 2020 Future Land Use Map" indicates that the site is within the "Restricted Commercial" land use category which allows residential structures up to a density equivalent to "High Density Multifamily Residential" or 150 dwelling units per acre. The site is also currently within the "Little Havana Residential Density Increase Area Overlay RDIA which allows the density to increase up to 200 dwelling units per acre The proposed "Miami River" Residential Density Increase Area Overlay will permit a maximum density to increase up to 400 dwelling units per acre. The site is also within the Urban Central Business District (UCBD). • The subject site is within the Urban Central Business District (UCBD) designation which identifies the single urban core area within the City of Miami. The UCBD shall be consistent with the Comprehensive Plan and Future Land Use Map, and shall contain mass transit service and high intensity, high density multi -use development including: retail; professional and governmental office uses; cultural, recreational and entertainment facilities; high density residential; hotels and motels; and appropriate industrial activities. The establishment of the "Miami River" Residential Density Increase Area Overlay will promote the creation of a high intensity mixed -use activity center. • MCNP Goal LU-1: states that the City will maintain a land use pattern that (1) protects and enhances the quality of life in the City's neighborhoods; (2) fosters redevelopment and revitalization of blighted or declining areas; (3) promotes and facilitates economic development and the growth of job opportunities in the city; (4) fosters the growth and development of downtown as a regional center of domestic and international commerce, culture and entertainment; (5) promotes the efficient use of land and minimizes land use conflicts while protecting and preserving residential sections within neighborhoods; (6) protects and conserves the cty's significant natural and coastal resources; and (7) protects the integrity and quality of the City's existing neighborhoods by insuring public notice, input and appellant rights regarding changes in existing zoning and land use regulations. Establishing the "Miami River" Residential Density Increase Area will allow for the development of higher density uses within the downtown area that will encourage additional economic development promoting downtown's growth as a regional center of domestic and international commerce, culture and entertainment The area is not located near low scale residential neighborhoods, and is well buffered from other neighborhoods by major roadways, so land use conflicts will be minimal. • MCNP Land Use Policy LU-1.3.1: states that 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. The area is located within a Brownfield Redevelopment Area and Enterprise Zone. The "Miami River" Residential Density Increase Area, designation further incentivizes redevelopment within the area. • MCNP Land Use Policy LU-1.3.5: states that 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 establishment of the "Miami River" residential density increase area overlay promotes the creation of a high intensity mixed - use activity center. • MCNP Land Use Policy LU-1.3.7: states that the City will continue to use the City's Enterprise Zone, Empowerment Zone, Commercial Business Corridors, and Brownfield Redevelopment Area strategies to stimulate economic revitalization, and encourage employment opportunities (within the Port of Miami River. (Policy PA-3.3.10)). Located within City's Enterprise Zone, Empowerment Zone, Brownfield Redevelopment Area, and along the Miami River, the establishment of the "Miami River" Residential Density Increase Area promotes the creation of a high density/ intensity mixed -use development within these strategic areas. • MCNP Objective LU-1.4: states that the City will continue the growth of Downtown Miami, expand its role as a center of domestic and international commerce, further its development as a regional center for the performing arts and other cultural and entertainment activities and develop an urban residential base. Establishing the Miami River RDIA will increase the potential to develop an urban residential base and expand the role of Downtown as an international commerce center. • MCNP Policy LU-1.6.9: states that the City's land development regulations will establish mechanisms to mitigate the potentially adverse impacts of new development on existing neighborhoods through the development of appropriate transition standards and buffering requirements. The Miami River RDIA will promote economic development within the downtown area, along the Miami River, and provide an appropriate transition and buffer between the high density areas to the north and east and the lower density areas to the south and west. • MCNP Policy LU-1.6.10: states that the City's land development regulations and policies will allow for the provision of safe and convenient on -site traffic flow and vehicle parking and will provide access by a variety of transportation modes, including pedestrianism, bicycles, automobiles, and transit. The attached "Traffic Impact Analysis" indicates that streets within and adjacent to the proposed RDIA are within acceptable LOS standards. Furthermore, the "Miami River" RDIA is in close proximity to the Metrorail Orange and Green Lines Brickell Station, the Miami Trolley Coral Way, Brickell, and Biscayne routes, and accessible to the 8, 24, 207, 208, and 500 Metrobus routes. The area is very well served by public transportation. • MCNP Land Use Policy LU-3.1.3: requires that the City designate the Downtown Miami Master Plan area an Urban Central Business District in order to increase the Development of Regional Impact threshold for development within those portions of downtown Miami that are not already in the DRI area. The "Miami River" Residential Density Increase Area is located entirely within the "Urban Central Business District", and is therefore appropriate for very high densities. • MCNP Housing Policy HO-1.1.7: states that the City will continue to control, through restrictions in the City's land development regulations, large scale and/or intensive commercial and industrial land development which may negatively impact any residential neighborhood and will provide appropriate transitions between high-rise and low-rise residential developments. The subject area is surrounded by areas designated "General Commercial" and "Restricted Commercial", in addition to being surrounded by major expressway and rail infrastructure. Therefore, impacts to residential areas will be minimal. The proposal will also provide for an appropriate scale of development between the "Brickell" RDIA to the east and the River Quadrant RDIA to the north, which both permit up to 500 dwelling units per acre, and the "Little Havana" RDIA to the south and east which permits up to 200 dwelling units per acre. An appropriate transition will be created by the establishment of the proposed "Miami River" RDIA with its surrounding areas. • MCNP Policy TR-1.1.1: states that 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 lying 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-1.1.2 and TR-1.1.3 of the Transportation Element of the MCNP. (See Land Use Policy LU-1.1.11.) The subject area is located within the Urban Infill Area/Transportation Concurrency Exception Area. The subject RDIA is also located in the downtown area, which is a major center of activity. Therefore, concentration and intensification of development will be encouraged by the establishment of the "Miami River" RDIA. The site west of 2nd Avenue currently has numerous "boarded up"/ unoccupied structures and vacant undeveloped properties. They are underutilized and available for urban infill development. The site is served by public transportation and can support higher densities. • 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. The attached "Site Utility Analysis", and the "Traffic Impact Analysis" support acceptable Levels of Service (LOS). Of note, the attached "Transportation Impact Analysis" indicates the streets bounding the RDIA have sufficient LOS. However, the SW 8th Street east bound corridor between SW 3rd Avenue and SW 4th Avenue is expected to operate at LOS F because of already committed Development. This road is a State Road and it currently operates at LOS D. This segment is a block away from the RDIA amendment site. The proposed RDIA amendment is expected to assign less than an additional 5% to this roadway segment. Solutions to improve this road segment of SW 8th Street shall be considered with the State. The site is well served by public transportation. 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 RDIA is adjacent to the Jose Marti Park site and well within a 10 minute walk criteria. The increased density and population within this RDIA will support this LOS requirement since it will improve the percent of the city's population within a ten-minute walk to a park. The School Concurrency report is a preliminary analysis, at this time, and indicates the middle and senior high school levels have sufficient capacity available to serve the proposed increased density. However, the elementary school level fails by 65 seats. A final determination of Public School Concurrency and capacity reservation will be made at the time of approval of final plat, site plan or functional equivalent. This preliminary analysis does not constitute a Public School Concurrency approval. • MCNP Port of Miami River Sub -Element Objective PA-3.1: states the City shall protect the Port of Miami River from encroachment by non -water -dependent or non - water -related land uses, and shall regulate the Port of Miami River's expansion and redevelopment in coordination with applicable future land use and coastal management goals, objectives, policies (See Policy LU-1.3.3 and Goal CM-3).Though adjacent to the Miami River, the properties comprising the "Miami River " RDIA are not included in the "Working Waterfront Table of Properties" as elaborated in Appendix PA-1 of the City's Comprehensive Plan, and required by Policy PA-3.1.1. Therefore, the properties along the Miami River are not required to be "Working Waterfront" in nature. Thus there is no obligation to maintain them as such. Increase residential densities are acceptable and desired in this area. The underlying future land use designations are not being amended. • MCNP Coastal Management Policy CM-4.1.2: states the City will continue to direct population away from the Coastal High Hazard Area, which is defined as the areas below the elevation of the category 1 storm surge line, as established by a Sea, Lake and Overland Surges from Hurricanes (SLOSH) computerized storm surge model as depicted on the CHHA map in Appendix CM-1. The attached "Hurricane Preparedness Analysis" indicates that no portion of the amendment area is located within the MDC Office of Emergency Management Hurricane Storm Surge Evacuation Zone. However, the Analysis' graphics indicates that a maximum of 3 feet of storm surge may be expected for a Category 1 storm in the vicinity of the project site. Only one property of the twenty-nine properties comprising the Miami River RDIA is affected by the CHHA. Furthermore, only approximately half of this property is impacted. This is equal to approximately 2% of the total RDIA parcel area. Development decisions can mitigate the concern on this one parcel. The attached "Hurricane Preparedness Analysis" determined that sufficient public shelter space exists and excess capacity on designated evacuation routes is provided to accommodate the proposed amendment. • The Miami 21 zoning designation currently approved for the proposed "Miami River" RDIA is T6-36b-O — "Urban Core — Open" for the designated parcels. • Goal 11 of the Strategic Regional Policy Plan for South Florida states to encourage and support the implementation of development proposals that conserve the Region's natural resources, rural and agricultural lands, green infrastructure and: utilize existing and planned infrastructure where most appropriate in urban areas; enhance the utilization of regional transportation systems; incorporate mixed -land use developments; recycle existing developed sites; and provide for the preservation of historic sites. This change is consistent with this goal and related policies, particularly as it pertains to mixed -land use developments. • The analysis is NOT based on a proposed project. The highest potential use is being considered. RECOMMENDATION These findings support the position that the Future Land Use Map at this location and for this neighborhood should be changed to the proposed designation. FUTURE LAND USE (EXISTING) Restricted Commercial Major Institutional, Public Facilities Transportation andtJtilities Major. I nstitutional Public,Facilities Transportationand`Utilities _�` Industrial 1 i +*Publi 0aParkseoand\Rcreatin------------LI ' Brickell ; RDIA s1 �!•k,N \-4-rn-1111 11 ���������rtttZZZZ�11111 N-4\s% ' x N's- 1. ,s;N, tl,_: �,� General Commercial �� \! ,:, \ \�I Restricted ki-.:N �Commercial� �� \\ Little River Quadrant RDIA,w 2 Havana\RDIA Re tricted Commercial 0 125 250 500 Feet N 1 t t 1 1 1 1 1 1 Prepared by the City of Miami Planning Department Density Increase Areas Brickell RDIA - 500 units/acre Little Havana RDIA - 200 units/acre River Quadrant RDIA - 500 units/acre JProposed Miami River RDIA - 400 units/acre Urban Central Business District FUTURE LAND USE (PROPOSED) Restricted Commercial Major Institutional, Pu\blic\F\\; es, Transportation and, Jtilities Major Institutional, PubI Facilities" \\\\\\\\\`� ;� Transportation and Utilities Brickell % ,k8411. 1 1 11 ,"A Little Havana RDIA � General Commercial l,%:A Restricted 1 \\ 7 , ii N\ I� \� +� Commercial 1 •• Re tricted Commercial \\\\\\\\\\ 0 125 250 500 Feet N 1 t t 1 1 1 1 1 1 Prepared by the City of Miami Planning Department Density Increase Areas Brickell RDIA - 500 units/acre Little Havana RDIA - 200 units/acre River Quadrant RDIA - 500 units/acre Miami River RDIA -400 units/acre Urban Central Business District 0 125 250 III 500 Feet � � I N Miami Planning, Zoning and Appeals Board Resolution: PZAB-R-15-031 File ID 15-00354ct June 3, 2015 Item PZAB.5 Dr. Ernest Martin 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, WITH ATTACHMENT(S), AMENDING ORDINANCE NO. 10544, AS AMENDED, THE MIAMI COMPREHENSIVE NEIGHBORHOOD PLAN OF THE CITY OF MIAMI, PURSUANT TO THE EXPEDITED STATE REVIEW PROCESS SUBJECT TO §163.3184, FLORIDA STATUTES, BY AMENDING THE INTERPRETATION OF THE 2020 FUTURE LAND USE MAP WITHIN THE FUTURE LAND USE ELEMENT AND THE 2020 FUTURE LAND USE MAP SERIES CONTAINED IN APPENDIX LU-1, TO ESTABLISH THE MIAMI RIVER RESIDENTIAL DENSITY INCREASE AREA OVERLAY PERMITTING UP TO 400 DWELLING UNITS PER ACRE, AN AREA GENERALLY BOUNDED BY SOUTHWEST 5TH STREET AND THE MIAMI RIVER ON THE NORTH, THE METRO RAIL ON THE EAST, SOUTHWEST 3RD AVENUE ON THE WEST AND SOUTHWEST 7TH STREET ON THE SOUTH, AS DEPICTED IN EXHIBIT A, HEREBY ATTACHED; WHILE MAINTAINING ALL UNDERLYING FUTURE LAND USE MAP DESIGNATIONS; MAKING FINDINGS; DIRECTING TRANSMITTALS TO AFFECTED AGENCIES; CONTAINING A SEVERABILITY CLAUSE; AND PROVIDING FOR AN EFFECTIVE DATE. Upon being seconded by Mr. David Young, the motion passed and was adopted by a vote of 11 - 0: Ms. Jennifer Ocana Barnes Mr. Chris Collins Ms. Maria Lievano-Cruz Mr. Charles A. Garavaglia Mr. Charles A. Gibson Ms. Maria Beatriz Gutierrez Dr. Ernest Martin Mr. Daniel Milian Mr. Juvenal Pina Ms. Melody L. Torrens Mr. Manuel J. Vadillo Mr. David H. Young Fracis...Garcia, Director Planning and Zoning Department STATE OF FLORIDA ) COUNTY OF MIAMI-DADE ) Yes Yes Yes Yes Absent Yes Yes Yes Yes Yes Yes Yes Executio Dat 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 DAY OF CJdryL-, , 2015. VC(7),es,5TVA.. j((;n Print Notary Name Personally know sr ' or Produced I.D. Type and number of I.D. produced Did take an oath or Did not take an oath «G. Notary ublic State of Florida A TRUJILLO MY COMMISSION # FF229944 EXPIRES: July 11, 2019 "',;grntk°%° Bonded Thnr Notary Public Underwriters EXHIBIT "A" 0 125 250 500 Feet N 1 1 1 1 1 1 1 1 1 Prepared by the City of Miami Planning Department dant %NovMiami River RDIA- 400 units/acre oh Alberto M. Carvalho May 5, 2015 gang o VIA ELECTRONIC MAIL Ms. Mireidy Fernandez, Planner II City of Miami Planning & Zoning Department 444 Southwest 2nd Avenue, 3rd Floor Miami, FL 33130 mirfernandez(a�miamigov.com RE: PUBLIC SCHOOL CONCURRENCY PRELIMINARY ANALYSIS CITY OF MIAMI - MIAMI RIVER RDIA - 15-00354 — LAND USE - PH0115032000212 FOLIO No.: 0102030801080, 0102040001040, 0102040001110, 0102030901040, 0102030901070, 0102040001010, 0102040001140, 0102030801011, 0102030801040, 0102040001060, 0102040001080, 0102030801020, 0102030801070, 0102040001070, 0102040001090, 0102040001100, 0102040001120, 0102030801081, 0102030901030, 0102040001030, 0102040001050, 0102030901050, 0102030901060, 0102030901020, 0102040001020, 0102040001130, 0141381220001, 0141381260001, 0141381270001 Dear Applicant: % Board Perla Tabares Hantman, Chair Dr. Lawrence S. Feldman, Vice Chair Dr. Dorothy Bendross-Mindingall Susie V. Castillo Dr. Wilbert "Tee" Holloway Dr, Martin Karp Lubby Navarro Dr. Marta Perez Raquel A. Regalado Pursuant to State Statutes and the Interlocal Agreements for Public School Facility Planning in Miami - Dade County, the above -referenced application was reviewed for compliance with Public School Concurrency. Accordingly, enclosed please find the School District's Preliminary Concurrency Analysis (Schools Planning Level Review). As noted in the Preliminary Concurrency Analysis (Schools Planning Level Review), the proposed development would yield a maximum residential density of 4,022 multifamily units, which generate 314 students; 161 elementary, 78 middle and 75 senior high students. At this time, the middle and senior high school levels have sufficient capacity available to serve the application; however, the elementary school level fails by 65 seats. However, a final determination of Public School Concurrency and capacity reservation will only be made at the time of approval of final plat, site plan or functional equivalent. As such, this analysis does not constitute a Public School Concurrency approval. Should you have any questions, please feel free to contact me at 305-995-4501. Sinc 'Ivan M. Rodriguez, R.A. Director I IMR:ir L-538 Enclosure cc: Ms. Ana Rijo-Conde, AICP Mr. Michael A. Levine Ms. Vivian G. Villaamil City of Miami School Concurrency Master File Planning, Design & Sustainability Ms. Ana Rho -Conde, Deputy Chief Facilities & Eco-Sustainability Officer • 1450 N.E. 2nd Ave. • Suite 525 • Miami, FL 33132 305-995-7285 • 305-995-4760 (FAX) • arijo@dadeschools.net Concurrency Management System (CMS) Miami Dade County Public Schools Miami Concurrency Preliminary MDCPS Application Number: Date Application Received: Type of Application: Applicant's Name: Address/Location: Master Folio Number: Additional Folio Number(s): PROPOSED # OF UNITS SINGLE-FAMILY DETACHED UNITS: SINGLE-FAMILY ATTACHED UNITS: MULTIFAMILY UNITS: CONCURRENCY -Dade County Public Schools Management System Concurrency Analysis PH0115032000212 Local Government LG Application Number: Sub Type: (LG): Miami 3/20/2015 8:31:39 AM 15-00354 Public Hearing AREA SCHOOLS Land Use City of Miami Miami River RDIA 0102030801080 4022 0 0 4022 SERVICE CSA Facility Name Id Net Available Capacity Seats Required Seats Taken LOS Met Source Type 5321 SOUTHSIDE ELEMENTARY -7 161 0 NO Current CSA 5321 SOUTHSIDE ELEMENTARY 0 161 0 NO Current CSA Five Year Plan 6841 SHENANDOAH MIDDLE -47 78 0 NO Current CSA 6841 SHENANDOAH MIDDLE 0 78 0 NO Current CSA Five Year Plan 7791 BOOKER T WASHINGTON SENIOR 413 75 75 YES Current CSA ADJACENT SERVICE AREA SCHOOLS 1361 FREDERICK DOUGLASS ELEMENTARY 67 161 67 NO Adjacent CSA 1121 CORAL WAY K-8 CENTER (ELEM COMP) 29 94 29 NO Adjacent CSA 5931 PHILLIS WHEATLEY ELEMENTARY 0 65 0 NO Adjacent CSA 2741 KEY BISCAYNE K-8 CENTER (ELEM COMP) -252 65 0 NO Adjacent CSA 4681 RIVERSIDE ELEMENTARY -525 65 0 NO Adjacent CSA 1361 FREDERICK DOUGLASS ELEMENTARY 0 65 0 NO Adjacent CSA Five Year Plan 1121 CORAL WAY K-8 CENTER (ELEM COMP) 0 65 0 NO Adjacent CSA Five Year Plan 5931 PHILLIS WHEATLEY ELEMENTARY 0 65 0 NO Adjacent CSA Five Year Plan 2741 KEY BISCAYNE K-8 CENTER (ELEM COMP) 0 65 0 NO Adjacent CSA Five Year Plan 4681 RIVERSIDE ELEMENTARY 0 65 0 NO Adjacent CSA Five Year Plan 6741 PONCE DE LEON MIDDLE 27 78 27 NO Adjacent CSA 6361 JOSE DE DIEGO MIDDLE 26 51 26 NO Adjacent CSA 6091 CITRUS GROVE MIDDLE 0 25 0 NO Adjacent CSA 6741 PONCE DE LEON MIDDLE 100 25 25 YES Adjacent CSA Five Year Plan *An Impact reduction of 22.36% included for charter and magnet schools (Schools of Choice). MDCPS above. approval SCHOOL 1450 NE concurrency@dadeschools.net has conducted a preliminary public school concurrency review of this application; please see results A final determination of public school concurrency and capacity reservation will be made at the time of of plat, site plan or functional equivalent. THIS ANALYSIS DOES NOT CONSTITUTE PUBLIC CONCURRENCY APPROVAL. 2 Avenue, Room 525, Miami, Florida 33132 / 305-995-7634 / 305-995-4760 fax / Miami Dade County Public Schools � MoCP5Application Number: Date Application Received: Type o[Application: Applicant's Name: Address/Location: Master Folio Number: Additional Folio Number(s): Miami -Dade County Public Schools Concurrency Management System Schmm|Coocurremcy Determination Sp0113040700735 Local Government (LG): 4/2/20159:14:05An LGApp|icot|on Number: Site Plan Sub Type: PROPOSED #OFUNITS SINGLE-FAMILY DETACHED UNITS: SINGLE-FAMILY ATTACHED UNITS: MULTIFAMILY UNITS: � iELEMENTARY JOSE DE DIEGO MIDDLE ISENIOR Miami River Project LLC 24SvV4ST' M|omi, FL 0101130502010 4�� 8 Miami UDR8xpp. Redevelopment 0- v *An Impact reduction ofIZ.36% included for charter and magnet schools (Schools ooChoice).,�Government's Educational Element and incorporated in the Interlocal Agreement for Public School Facility IMDCPS has conducted a public school concurrency review for this application and has determined that it DOES 1MEET (Concurrency Met) all applicable LOS Standards for a Final Development order as adopted in the local Planning |nMiami-Dade County. __ Moster[oncurrency Number: Issue Date: Capacity Reserved: 406 4/14/201��:10:58 PM Expiration Date: 4/14/2016 4:10:58 PM Total Number of Units: Elenne"X:17/M'^d|'.:/S�'io,: 8 MDCPS Authorized Signature 1450 NE 2 Avenue, Room 525, Miami, Florida 33132 / 3w '995'7634 / 305'995~4760 fax , Proposal No 15-00354ct Date: 5/05/2015 CONCURRENCY MANAGEMENT ANALYSIS CITY OF MIAMI PLANNING DEPARTMENT IMPACT OF PROPOSED AMENDMENT TO LAND USE MAP WITHIN A TRANSPORTATION CORRIDOR AMENDMENT INFORMATION Applicant:City of Miami Address: See Exhibit A Boundary Streets: North: Miami Rvr/ SW 5 St East: Metro Rail South: SW 7 ST West: SW 3 Ave Proposed Change: From: Little Havana RDIA To: Miami River RDIA Existing Designation, Maximum Land Use Intensity Residential 10.0500 acres @ 200 DU/acre 2,010 DU's Peak Hour Person -Trip Generation, Residential 1,065 Other sq.ft. @ FAR 0 sq.ft. Peak Hour Person -Trip Generation, Other Proposed Designation, Maximum Land Use Intensity Residential 10.0500 acres @ 400 DU/acre 4,020 DU's Peak Hour Person -Trip Generation, Residential 2,131 Other sq.ft. @ FAR 0 sq.ft. Peak Hour Person -Trip Generation, Other 0 Net Increment With Proposed Change: Population 5,166 Dwelling Units 2,010 Peak Hour Person -Trips See Attached Analysis NET Area Downtown County Wastewater Collection Zone 309 Drainage Subcatchment Basin J1 Solid Waste Collection Route 218 Transportation Corridor Name See Attached Analysis RECREATION AND OPEN SPACE Population Increment, Residents 5,166 Park Within 10 Minute Barrier -Free Walk Yes % Population Outside of Barrier Free Walk After Change N/A Excess Capacity After Change N/A Concurrency Checkoff OK POTABLE WATER TRANSMISSION Population Increment, Residents 5,166 Transmission Requirement, gpd 800,684 Excess Capacity Before Change See Note 1. Excess Capacity After Change See Note 1. Concurrency Checkoff WASD Permit Required SANITARY SEWER TRANSMISSION Population Increment, Residents 5,166 Transmission Requirement, gpd 728,364 Excess Capacity Before Change See Note 1. Excess Capacity After Change See Note 1. Concurrency Checkoff WASD Permit Required STORM SEWER CAPACITY Exfiltration System Before Change On -site Exfiltration System After Change On -site Concurrency Checkoff OK SOLID WASTE COLLECTION Population Increment, Residents 5,166 Solid Waste Generation, tons/year 6,612 Excess Capacity Before Change See Note 2. Excess Capacity After Change See Note 2. Concurrency Checkoff OK RELEVANT MCNP GOALS, OBJECTIVES, AND POLICIES Land Use Goal LU-1 (See attachment 1) Land Use Objective LU-1.1 Land Use Policy 1.1.1 Capital Improvements Goal CI-1 Capital Improvements Objective CI-1.2 Capital Improvements Policy 1.2.3 a - g TRAFFIC CIRCULATION Population Increment, Residents 5,166 Peak -Hour Person -Trip Generation See Attached Analysis LOS Before Change See Attached Analysis LOS After Change See Attached Analysis Concurrency Checkoff OK NOTE 1: Permit for sanitary sewer connection must be issued by Miami -Dade Water and Sewer Department Department (WASD). Excess capacity, if any, is currently not known. NOTE 2 Bgh densty devetopment in thN area will be served by pnvate sector prowlers PotcySW-112Commerdddruduresand huh denstty residenbal areas NE continue to bosomed by ether the Gtty's Sold Waste Department or by private sector proNders of scid waste nolledionceded .The cirywillregwreleaet dseance rob ornybdwbhbypmaehaulers operating witido thecays bounden., and will enforce all ON reguldions regarding the disposed and collection of soe waste. CM 1 IN R/2(1/2111'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 owners expense. Recreation/Open Space acreage requirements are assumed with proposed change made. Public Metro Bus/Rail Routes (17 tip Butch Park Locations Enterprise Zone Miami River RDIA - Cat 1 Storm Surge (CHHA) COMPREHENSIVE PLAN AMENDMENT Site Utility Analysis for Submittal to the City of Miami • Kimley::» Horn Expect More. Experience Better. 2015 Kimley-Horn and Associates, Inc. April 2015 043615000 Comprehensive Neighborhood Plan Amendment Site Utility Analysis for Submittal to the City of Miami Miami River Development Special Area Plan City of Miami, Florida Prepared for: CG Florida Properties, LLC Miami, Florida Prepared by: Kimley-Horn and Associates, Inc. Kimley»)Horn ©2015 Kimley-Horn and Associates, Inc. April 2015 043615000 Julio A. Collier, P.E. Florida Registration Number 72489 Kimley-Horn and Associates, Inc. 1221 Brickell Avenue, Suite # 400 Miami, Florida 33131 CA # 00000696 TABLE OF CONTENTS 1 Study Area. 3 Existing and Proposed Maximum Development. 3 Drainage, Flood Protection, and Stormwater Management3 Tree Preservation4 Fire and Rescue Service........................................................................... 11 COMPREHENSIVE PLAN AMENDMENT Special Area Plan City of Miami, Florida Site Utility Analysis for Submittal to the City of Miami INTRODUCTION CG Florida Properties, LLC is proposing a Miami Comprehensive Neighborhood Plan (MCNP) Amendment for the approximate 10.05-acre area generally bounded by the Miami River and SW 5th Street to the north, SW 7th Street to the south, SW 3rd Avenue to the west, and SW 1st Avenue to the east. The amendment proposes to change the existing maximum of 400 hotel units per acre and 200 residential units per acre to 800 hotel units per acre and 400 residential units per acre. The amendment proposes to change the existing MCNP designation that allows for a maximum development potential of 2,010 hotel rooms, 1,005 high-rise residential dwelling units, 9,500,000 square feet of general office space, and 2,174,562 square feet of shopping center to a proposed maximum development potential of 4,020 hotel rooms, 2,010 high-rise residential dwelling units, 7,800,000 square feet of general office space, and 2,065,562 square feet of shopping center. A location map of the amendment is provided as Figure 1. Kimley-Horn and Associates, Inc. has completed this site utility impact analysis for submittal to the City of Miami. The purpose of the study is to assess the impact of the existing and proposed maximum development potentials and to determine if adequate capacity is available to support future water, sewer, and solid waste demands. This report summarizes capacity analyses for drainage, flood protection, and stormwater management, tree preservation, water and sewer supply, solid waste and fire and rescue service. The study's methodology is consistent with the requirements of the City of Miami. COMPREHENSIVE PLAN AMENDMENT Figure 1: Site Location Map Special Area Plan City of Miami, Florida Site Utility Analysis for Submittal to the City of Miami NOT TO SCAI F Kimley>»Horn ©2015 Figure 1 Site Location Map Comprehensive Plan Amendment �-`' . City of Miami, Florida COMPREHENSIVE PLAN AMENDMENT Special Area Plan City of Miami, Florida Site Utility Analysis for Submittal to the City of Miami STUDY AREA The study area is generally bounded by the Miami River and SW 5th Street to the north, SW 7th Street to the south, SW 3rd Avenue to the west, and SW 1st Avenue to the east. EXISTING AND PROPOSED MAXIMUM DEVELOPMENT The site has an existing maximum development of 2,010 hotel rooms, 1,005 high-rise residential dwelling units, 9,500,000 square feet of general office space, and 2,174,562 square feet of shopping center. The development has a proposed maximum development of 4,020 hotel rooms, 2,010 high- rise residential dwelling units, 7,800,000 square feet of general office space, and 2,065,562 square feet of shopping center. DRAINAGE, FLOOD PROTECTION AND STORMWATER MANAGEMENT The majority of the application area is located in an AE-9 and a small section at the southwest intersection of SW 3rd Avenue and SW 7th Street is located in the X Federal Flood Zones and has a country Flood Criteria of +6 feet NGVD. DERM Standard Water Management Surface Permits have been issued for previously proposed developments within the boundary of this application. Therefore, the new application, if approved, may require a modification to said permits. The proposed changes to the maximum proposed development density will not affect the level of service for flood protection provided permit modifications are obtained which meet the minimum design development criteria. Design in the area should take into consideration both water quantity and water quality. The stomwater management system should facilitate the onsite disposal of stormwater runoff. The stormwater management system should be designed to contain the 25- year, 72 hour design storm event, in order to avoid impact to flood protection LOS on adjacent areas. Fill encroachment must be prevented in order to avoid flood flow obstruction and reduce storage of runoff volume. COMPREHENSIVE PLAN AMENDMENT Special Area Plan City of Miami, Florida Site Utility Analysis for Submittal to the City of Miami TREE PRESERVATION Tree Removal Permits have been issued for the properties comprising this application. An amendment to these permits is required prior to the removal and/or relocation of any additional trees that are subject to the Tree Preservation and Protection provisions of the code. The site may also contain prohibited trees as referenced in Section 24-49.9 of the code. Per Section 24-49.9 of the code, all prohibited trees are exempt from permitting and must be removed from the site prior to development. WATER AND SEWER Water Supply The property is located within the MDWASD franchised water service area. The water supply will be provided by the Hialeah/Preston Water Treatment Plant which is presently producing water that meets Federal, State, and County drinking water standards. Currently, there are multiple MDWASD agreements for the development of apartments, retail and restaurant use at the subject property. At the present time, there is adequate treatment and water supply capacity for the net increase in capacity proposed in this application; however, a Water Supply Certification will be required for this project at the time of development to determine water supply availability and a water supply reservation will be made. COMPREHENSIVE PLAN AMENDMENT Water Demand Miami River Development Special Area Plan City of Miami, Florida Site Utility Analysis for Submittal to the City of Miami EXISTING MAXIMUM DEVELOPMENT ESTIMATED WATER AND SEWER FLOW GENERATION (PER MDWASD SCHEDULE OF DAILY RATES) Type of Occupancy Quantity (Units or SF) Usage rate Total Average Daily Flow (GPF) Shopping Center 2,174,562 SF 10 GPD/100 SF 217,457 Hotel 2,010 Units 100 GPD/Unit 201,000 Residential 1,005 Units 150 GPD/Unit 150,750 Office 9,500,000 SF 5 GPD/100 SF 475,000 Total Anticipated Flow 1,044,207 PROPOSED MAXIMUM DEVELOPMENT ESTIMATED WATER AND SEWER FLOW GENERATION (PER MDWASD SCHEDULE OF DAILY RATES) Type of Occupancy Quantity (Units or SF) Usage rate Total Average Daily Flow (GPF) Shopping Center 2,065,562 SF 10 GPD/100 SF 206,557 Hotel 4,020 Units 100 GPD/Unit 402,000 Residential 2,010 Units 150 GPD/Unit 301,500 Office 7,800,000 SF 5 GPD/100 SF 390,000 Total Anticipated Flow 1,300,057 Past, Is COMPREHENSIVE PLAN AMENDMENT Special Area Plan City of Miami, Florida Site Utility Analysis for Submittal to the City of Miami The maximum water demand for Business and Residential Development under the existing CDMP Land Use designations maximum development, is estimated at 1,044,207 gallons per day (gpd). The maximum water demand for Business and Residential under the proposed CDMP Land Use designations maximum development is estimated at 1,300,057 gpd. This represents an increase of approximately 255,850 gpd over the current demand. A Water Supply Certification Letter will be required at the time of development, at which time the proposed project will be evaluated for water supply availability and a water supply reservation will be made. Water Treatment Plant Capacity The County's adopted Level of Service (LOS) standard for water treatment is based on regional treatment system capacity. This LOS requires that the maximum daily flow cannot exceed 98% of the regional treatment system capacity. The County's projected finished water demands are now significantly lower than anticipated when the first 20-year water use permit application was submitted to South Florida Water Management District (SFWMD) in 2007. The updated water demand projections have resulted in a 71 million gallons per day decrease by the year 2030. This demand reduction has eliminated the anticipated supply shortages which were the basis for an ambitious schedule of several costly alternative water supply projects which are no longer required or needed. As such, reuse projects to address water supply have been eliminated. Based on the Miami Dade Water and Sewer Department, 20-Year Water Supply Facilities Work Plan (2014- 2033), the County's supply capacity and treatment capacity are 724.44 MGD and 517.19 MGD respectively. The capacities of these water supply and treatment systems have been coordinated with future demands and allocations. COMPREHENSIVE PLAN AMENDMENT Special Area Plan City of Miami, Florida Site Utility Analysis for Submittal to the City of Miami Water System Connectivity A summary of the water mains owned and operated by the Miami -Dade Water and Sewer Department (MDWASD) in the vicinity of the project are shown in the Table below: Existing Water Mains (Per MDWASD Water Atlas) Location Between Water Main(s) SW 5th Street SW 3rd Avenue and SW 2nd Avenue 6" SW6thStreet SW 3rd Avenue and SW 2nd Avenue 12"&8" SW 7th Street SW 3rd Avenue and SW 1st Avenue 16" SW 1st Avenue Miami River and SW 7th Street 8" SW 2nd Avenue SW 6th Street and SW 7th Street - SW 3rd Avenue SW 4th Street and SW 8th Street 8" & 42" The water flows for this application will be transmitted to the Hialeah -Preston Water Treatment Plant for treatment and disposal. Currently, there is average wastewater treatment capacity for this application consistent with Policy WS-2A (2) of the CDMP. The Hialeah -Preston Water Treatment Plant system has a total permitted maximum day operating design capacity of approximately 225.00 million gallons per day (mgd). The total maximum day flow recorded on monthly operating reports during the past 12 months (period ending April 2015) is 176.5 mgd. This maximum reported reading represents 79.00% mgd of the treatment plant system permitted design capacity. Any public water main extension within the property shall be 12-inch minimum diameter. If two or more fire hydrants are to be connected to a public water main extension, then the water system shall be looped with two (2) points of connection. Special Area Plan COMPREHENSIVE PLAN AMENDMENT City of Miami, Florida Site Utility Analysis for Submittal to the City of Miami Sewer Treatment Plant Capacity The county adopted LOS standard for wastewater treatment and disposal requires that the regional wastewater treatment and disposal system, consisting of North, Central, and South Districts Wastewater Treatment Plants, operate with a capacity that is two percent above the average daily flow for the preceding five years and a physical capacity of no less than the annual average daily sewer flow. The wastewater effluent must also meet all applicable federal, state, and county standards and all treatment plants must maintain the capacity to treat peak flows without overflow. The regional wastewater treatment system has a design capacity of approximately 375.50 million gallons per day (mgd) and a 12-month average (period ending April 2015) of 322.85 mgd. The sum of the 12-month average and all reserved flows (30.61 mgd) represents 94.13% mgd of the regional system design capacity. Therefore, the wastewater treatment system has 5.87% less 2% for a total of 3.87% or approximately 14.52 mgd of capacity remaining. Sewer System Connectivity Existing Sewer Mains (Per MDWASD Water Atlas) Location Between Sewer Main(s) SW 5th Street SW 3rd Avenue and SW 2nd Avenue 10" SW 6th Street SW 3rd Avenue and SW 2nd Avenue 30" & 12" SW 7th Street SW 3rd Avenue and SW 1st Avenue 12" SW 1st Avenue Miami River and SW 7th Street - SW 2nd Avenue SW 65t Street and SW 7th Street 30" SW 3rd Avenue SW 4th Street and SW 8th Street 12" 8 COMPREHENSIVE PLAN AMENDMENT Special Area Plan City of Miami, Florida Site Utility Analysis for Submittal to the City of Miami The wastewater flows for this application will be transmitted to the Central/South District Wastewater Treatment Plant for treatment and disposal. This treatment plant is currently operating under DEP Permit Number FLA 0424805/ FLA 042137; Permit Expiration Date of October 18th 2017/ December 9th, 2017. Currently, there is average wastewater treatment capacity for this application consistent with Policy WS-2A (2) of the CDMP. The Central/South wastewater treatment system has a design capacity of approximately 255.50 million gallons per day (mgd) and a 12-month average (period ending April 2015) of 220.43 mgd. The sum of the 12-month average represents 87.00% mgd of the treatment plant system permitted design capacity. SOLID WASTE The Miami -Dade County Public Works and Waste Management Department (PWWM) Solid Waste Functions oversees the proper collection and disposal of solid waste generated in the county through direct operations, contractual arrangements, and regulations. In addition, the Department directs the countywide effort to comply with State regulations concerning recycling household chemical waste management and the closure and maintenance of solid waste sites no longer in use. The application site is located inside the PWWM Waste Collection Service Area (WCSA), which consists of all residents of the Unincorporated Municipal Service Area (UMSA) and eight municipalities. Solid waste generated by this project will be collected in standard onsite containers for refuse and recyclables. Regular pick-up services will be provided either by private hauling companies and/or by the City of Miami Solid Waste Department, who will transport the waste to Miami -Dade County's or private disposal and recycling facilities. The volumes of solid waste projected to be generated by the project are shown in the table below: COMPREHENSIVE PLAN AMENDMENT Miami River A I Development Special Area Plan City of Miami, Florida Site Utility Analysis for Submittal to the City of Miami Existing Maximum Development Estimated Solid Waste Generation Type of Occupancy Quantity Usage rate Total Solid Waste Generated (Tons/Day) Shopping Center 2,174,562 SF 5 Ib/1000 SF/day 5.44 Hotel 2,010 Units 1.5 lb/unit /day 1.51 Residential 1,005 Units 5 lb/unit/day 2.52 Office 9,500,000 SF 2 Ib/1000 SF/day 9.50 Total Anticipated Solid Waste Generation 18.97 Proposed Maximum Development Estimated Solid Waste Generation Type of Occupancy Quantity Usage rate Total Solid Waste Generated (Tons/Day) Shopping Center 2,065,562 SF 5 Ib/1000 SF/day 5.17 Hotel 4,020 Units 1.5 lb/unit /day 3.02 Residential 2,010 Units 5 lb/unit/day 5.03 Office 7,800,000 SF 2 lb/1000 SF/day 7.80 Total Anticipated Solid Waste Generation 21.02 10 COMPREHENSIVE PLAN AMENDMENT Special Area Plan City of Miami, Florida Site Utility Analysis for Submittal to the City of Miami Level of Service Standard CDMP Policy SW-2A establishes the adopted Level of Service (LOS) standard for the County's Solid Waste Management System. This CDMP policy requires the County to maintain sufficient waste disposal capacity to accommodate waste flows committed to the System through long-term contracts or interlocal agreements with municipalities and private waste haulers, and anticipated uncommitted waste flows, for a period of five years. The PWWM assesses the solid waste capacity on system -wide basis since it is not practical or necessary to make determination concerning the adequacy of solid waste disposal capacity relative to individual applications. As of FY 2013-2014, the PWWM is in compliance with the adopted LOS standard. Application Impacts The proposed maximum development scenario is expected to generate approximately four tons per day of additional solid waste. Per Chapter 15 of the County Code, the PWWM does not actively compete for commercial and multi -family waste collection services at this time; waste collection may be provided by a private waste hauler. To mitigate the application impact, it is anticipated that private waste haulers will be used to serve the site. Based on this, no impacts or any associated costs to the City and County are expected. FIRE AND RESCUE SERVICE Fire and Rescue Service The site is currently served by City of Miami Department of Fire Rescue Station No. 4 located at 1105 S.W. 2' Avenue. Performance objectives of national industry standards require the assembly of 15- 17 firefighters on -scene within 8-minutes at 90% of all incidents. Travel time to incidents in the vicinity of the application site complies with the performance objective of national industry standards. Page 111 COMPREHENSIVE PLAN AMENDMENT Special Area Plan City of Miami, Florida Site Utility Analysis for Submittal to the City of Miami Level of Service Standard for Fire Flow and Application Impacts CDMP Policy WS-2A establishes the County's minimum Level of Service standard for potable water. This CDMP policy requires the county to deliver water at a pressure no less than 20 pounds per square inch (psi) and no greater than 100 psi, unless otherwise approved by the Miami -Dade Fire Rescue Department. A minimum fire flow of 3,000 gallons per minute (gpm) is required for business and industrial uses, and 1,500 gpm for multi -family residential; semiprofessional offices. Fire hydrants shall be spaced a minimum of 300 feet from each other and shall deliver not less than 1,000 gpm. Presently, there are no known fire flow deficiencies in the vicinity of the application site. CONCLUSION This site utility analysis assessed the impacts of a proposed land use plan amendment for approximately 10.05 acres generally bounded by the Miami River and SW 5' Street to the north, SW 7' Street to the south, SW 3' Avenue to the west, and SW 1st Avenue to the east. The amendment proposes to change the existing maximum development potential 2,010 hotel rooms, 1,005 high-rise residential dwelling units, 9,500,000 square feet of general office space, and 2,174,562 square feet of shopping center to a proposed maximum development potential of 4,020 hotel rooms, 2,010 high- rise residential dwelling units, 7,800,000 square feet of general office space, and 2,065,562 square feet of shopping center. The proposed maximum development potential results in a net increase of 255,850 gpd of water and sewer generation and 2.05 tons of solid waste per day. Based on the review of the available treatment plant capacity sufficient capacity exists to be able to accommodate the increased flows from this proposed land use plan amendment. To mitigate the increased solid waste generation, it is anticipated that private waste haulers will be used to serve the site. Based on this, no impacts or any associated costs to the City and County are expected. Page 112 Comprehensive Plan Amendment Traffic Impact Analysis for Submittal to the City of Miami Miami River Little Havana Regional Density Increase Area (RDIA) City of Miami, Florida Kimley»>Horn ©2015 Kimley-Horn and Associates, Inc. Revised May 2015 April 2015 043615000 Comprehensive Plan Amendment Traffic Impact Analysis for Submittal to the City of Miami Miami River Little Havana Regional Density Increase Area (RDIA) City of Miami, Florida Prepared for: CG Florida Properties, LLC Miami, Florida Prepared by: Kimley-Horn and Associates, Inc. Kimley>»Horn ©2015 Kimley-Horn and Associates, Inc. Revised May 2015 April 2015 043615000 Kimley>>Horn Comprehensive Plan Amendment Traffic Impact Analysis TABLE OF CONTENTS INTRODUCTION 1 DATA COLLECTION 3 PROGRAMMED ROADWAY IMPROVEMENTS 5 CAPACITY ANALYSIS METHODOLOGY 8 AMENDMENT SITE TRAFFIC 10 EXISTING CONDITIONS CAPACITY ANALYSIS 14 SHORT-TERM (YEAR 2020) CONDITIONS CAPACITY ANALYSIS 20 LONG-TERM (YEAR 2030) CONDITIONS CAPACITY ANALYSIS 23 CONCLUSION 26 K:\FTL_TPTO\043615000-Riverfront SAP\LUPA\Report\Miami River LU PA.docx Page - i May 2015 Kimley>>Horn Comprehensive Plan Amendment Traffic Impact Analysis LIST OF FIGURES Figure 1: Amendment Location Map 2 LIST OF TABLES Table 1: Transportation Level of Service Thresholds 9 Table 2: Existing and Proposed Maximum Development Potential Trip Generation 12 Table 3: Cardinal Trip Distribution 13 Table 4: A.M. Peak Hour Roadway Volumes 15 Table 5: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on SW 2nd Avenue, SW 3rd Avenue, and SW 4th Avenue 16 Table 6: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on SW 5' Street and SW 6th Street 17 Table 7: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on SW 7th Street17 Table 9: Existing A.M. Peak Hour Roadway Capacity 19 Table 10: Short-term (Year 2020) A.M. Peak Hour Roadway Capacity 21 Table 11: Short-term (Year 2020) with Amendment Traffic A.M. Peak Hour Roadway Capacity 22 Table 12: Long-term (Year 2030) A.M. Peak Hour Roadway Capacity 24 Table 13: Long-term (Year 2030) with Amendment Traffic A.M. Peak Hour Roadway Capacity25 K:\FTL_TPTO\043615000-Riverfront SAP\LUPA\Report\Miami River LU PA.docx Page - ii May 2015 Kimley>>Horn Comprehensive Plan Amendment Traffic Impact Analysis Appendix A: Appendix B: Appendix C: Appendix D: Appendix E: Appendix F: Appendix G: LIST OF APPENDICES Traffic Count Data Programmed Roadway Improvement Projects Maximum Development Potential Calculations Trip Generation Cardinal Distribution Transit Ridership Data Growth Rate Calculations K:\FTL_TPTO\043615000-Riverfront SAP\LUPA\Report\Miami River LU PA.docx Page - iii May 2015 Kimley»»Horn Comprehensive Plan Amendment Traffic Impact Analysis INTRODUCTION CG Florida Properties, LLC is proposing a land use plan amendment for the approximate 10.05-acre area generally bounded by the Miami River and SW 5th Street to the north, SW 7th Street to the south, SW 3rd Avenue to the west, and SW 15t Avenue to the east. The amendment proposed to change the existing maximum of 400 hotel units per acre/200 residential units per acre to 800 hotel units per acre/400 residential units per acre. The amendment area has a maximum development potential of 13,483,562 square feet for retail, office, hotel, and residential land uses. The amendment proposes to change the existing comprehensive development master plan (CDMP) designation that allows for a maximum development potential of 2,010 hotel rooms, 1,005 high-rise residential dwelling units, 9,500,000 square feet of general office space, and 2,174,562 square feet of shopping center to a proposed maximum development potential of 4,020 hotel rooms, 2,010 high- rise residential dwelling units, 7,800,000 square feet of general office space, and 2,065,562 square feet of shopping center. A location map of the amendment is provided as Figure 1. Kimley-Horn and Associates, Inc. has completed this traffic impact analysis for submittal to City of Miami. The purpose of the study is to assess the impact of the existing and proposed maximum development potentials on the surrounding roadway network and determine if adequate capacity is available to support future traffic volumes. This report summarizes amendment trip generation, project trip distribution, and capacity analyses. K:\FTLTPTO\043615000-Riverfront SAP\LUPA\Report\Miami River LU PA.docx Page - 1 May 2015 .MI NOT TO SCALE r Kimley>>> Horn ©2015 . C Figure 1 Site Location Map Comprehensive Plan Amendment City of Miami, Florida Kimley»»Horn Comprehensive Plan Amendment Traffic Impact Analysis DATA COLLECTION The study area is generally bounded by the Miami River and SW 5' Street to the north, SW 7' Street to the south, SW 3rd Avenue to the west, and SW 15t Avenue to the east. Roadway segment traffic data was gathered from the Miami River Development SAP, which was collected on May 29, 2014 for the following roadway segments: • SW 7th Street between SW 4th Avenue and SW 3rd Avenue • SW 7th Street between SW 3rd Avenue and SW 2nd Avenue • SW 8th Street between SW 4th Avenue and SW 3rd Avenue • SW 8th Street between SW 3rd Avenue and SW 2nd Avenue • SW 2nd Avenue between SW 9th Street and SW 8th Street Additionally, A.M. peak period (7:30 A.M. to 9:30 A.M.) turning movement counts (TMCs) were gathered from the Miami River Development SAP traffic study and used to calculate volumes for the following roadway segments: SW 5th Street between SW 6th Street between SW 6th Street between SW 7th Street between SW 7th Street between SW 8th Street between SW 8th Street between SW 4th Avenue and SW 3rd Avenue SW 5th Avenue and SW 4th Avenue SW 4th Avenue and SW 3rd Avenue SW 5th Avenue and SW 4th Avenue SW 2nd Avenue and SW 1st Avenue SW 5th Avenue and SW 4th Avenue SW 2' Avenue and SW 1st Avenue SW 4th Avenue between SW 9th Street and SW 8th Street SW 4th Avenue between SW 8th Street and SW 7th Street SW 4th Avenue between SW 7th Street and SW 6th Street SW 4th Avenue between SW 6th Street and SW 5th Street SW 4th Avenue between SW 5th Street and SW 4th Street K:\FTLTPTO\043615000-Riverfront SAP\LUPA\Report\Miami River LU PA.docx Page - 3 May 2015 Kimley»»Horn Comprehensive Plan Amendment Traffic Impact Analysis • SW 3rd Avenue between SW 8th Street and SW 7th Street • SW 3rd Avenue between SW 7th Street and SW 6th Street • SW 3rd Avenue between SW 6th Street and SW 5th Street • SW 2nd Avenue between SW 8th Street and SW 7th Street • SW 2nd Avenue north of SW 7th Street • Southbound 1-95 Off -Ramp between 1-95 Mainline and SW 7th Street • Northbound 1-95 On -Ramp (West) between 1-95 Mainline and SW 8th Street • Northbound 1-95 On -Ramp (East) between 1-95 Mainline and SW 8th Street The Florida Department of Transportation (FDOT) seasonal correction factor was applied to the traffic counts to adjust for peak season conditions. The appropriate seasonal factor for when these counts were collected is 1.02. Previously collected traffic data were grown to reflect existing 2015 traffic conditions by applying an area -wide growth rate of 1.32 percent (1.32%). Detailed traffic count data is provided in Appendix A. Growth rate information is contained in Appendix G. K:\FTLTPTO\043615000-Riverfront SAP\LUPA\Report\Miami River LU PA.docx Page - 4 May 2015 Kimley>» Horn Comprehensive Plan Amendment Traffic Impact Analysis PROGRAMMED ROADWAY IMPROVEMENTS Local transportation plans were reviewed in order to gather information about unplanned and programmed transportation improvements in the amendment area. The purpose of the plan review is to identify programmed capacity improvements for consideration in the analysis. The following transportation plans were examined as part of the background research. • City of Miami Capital Improvement Plan (CIP) • Miami -Dade Metropolitan Planning Organization's (MPO) Transportation Improvement Program (TIP) • Florida Department of Transportation's (FDOT's) Five -Year Work Program • Miami -Dade County MPO's Long Range Transportation Plan (LRTP) Relevant information from these plans is summarized below. City of Miami Capital Improvement Plan The City of Miami CIP specifies programmed transportation improvements to be implemented within the City of Miami over the next five (5) years. Based on the review, two (2) projects were identified, including: • SW 1st Avenue between 15th Street and SW 7th Street is programmed to undergo curb replacement, Americans with Disabilities Act (ADA) ramp improvements, and milling and resurfacing. • SW 3rd Avenue is programmed for roadway improvements including, but not limited to, roadway reconstruction and/or milling and resurfacing, pavement striping, swale restoration, curbs and/or gutters repair, sidewalk repair, landscaping, signage, ADA ramps, drainage improvements if warranted, and bike lanes. However, neither of these projects are expected to increase roadway capacity. K:\FTLTPTO\043615000-Riverfront SAP\LUPA\Report\Miami River LU PA.docx Page - 5 May 2015 Kimley»> Horn Comprehensive Plan Amendment Traffic Impact Analysis Miami -Dade MPO Transportation Improvement Program The Miami -Dade TIP specifies programmed improvements to be implemented within Miami - Dade County over the next five (5) years. The 2015 TIP is for fiscal years 2015 to 2019. Improvements identified in the TIP are characterized as Intermodal, Highway, Transit, Aviation, Seaport, and Non -Motorized. Based on the review of the Miami -Dade MPO TIP, no improvements are programmed in proximity to the site. Florida Department of Transportation's Work Program FDOT's Five Year Work Program specifies state regulated roadway improvements to be implemented over the next five (5) years. Based on the review of FDOT's Work Program, three (3) projects were identified, including: • SW 7th Street/SW 8th Street from Brickell Avenue to SR 9/SW 27th Avenue is programmed to undergo a Preliminary Design and Environment (PD&E)/Environmental Management Office (EMO) study. • SR 9/1-95 from SR 5/US-1 to south of SR 836/1-395 is programmed to undergo a PD&E/EMO study. • SW 7th Street/SW 8th Street is proposed to have intersection improvements at SW 4th Avenue and SW 3rd Avenue. Intersection improvements along Brickell Avenue from SE 5th Street to SE 8th Street are expected to be completed by 2015. Miami -Dade MPO 2040 Long Range Transportation Plan The Miami -Dade 2040 LRTP, adopted by the Miami -Dade County MPO, was developed to guide long-term transportation investments in Miami -Dade County. The LRTP focuses on the County's transportation infrastructure needs including roadways, transit facilities, bicycle facilities, pedestrian facilities, and other modes of transportation. Based on the review of the Miami -Dade MPO LRTP, two (2) projects were identified, including: K:\FTLTPTO\043615000-Riverfront SAP\LUPA\Report\Miami River LU PA.docx Page - 6 May 2015 Kimley»»Horn Comprehensive Plan Amendment Traffic Impact Analysis • SW 7th Street/SW 8th Street from Brickell Avenue to SR 9/SW 27th Avenue is programmed to undergo operational and capacity improvements. • SR 9/1-95 from SR 5/US-1 to south of SR 836/1-395 is programmed to undergo operational and capacity improvements. Detailed programmed roadway improvement projects are provided in Appendix B. K:\FTLTPTO\043615000-Riverfront SAP\LUPA\Report\Miami River LU PA.docx Page - 7 May 2015 Kimley>» Horn Comprehensive Plan Amendment Traffic Impact Analysis CAPACITY ANALYSIS METHODOLOGY Level of Service Standard Level of service (LOS) is the traffic performance measure generally used in traffic impact analysis. Levels of service range from LOS A (free flow with negligible delays) to LOS F (heavily congested with long delays). The City of Miami has adopted LOS E as its minimum level of service standard and is based on the person -trip methodology, with the exception of Interstate 95 and associated ramps where FDOT has adopted LOS D as its minimum level of service standard. Transportation Corridor Level of Service Methodology Transportation corridor traffic conditions were examined applying the methodology outlined in the Miami Comprehensive Neighborhood Plan. This methodology considers the person -trip capacity (including transit) for transportation corridors rather than evaluating only the vehicular capacity of a roadway. Level of service analyses were performed to assess the capacity of the transportation corridors evaluated in this study based on a comparison between person -trip volume and person -trip capacity within the corridors. The analyses of person -trip volumes and person -trip capacities account for both passenger vehicle and transit service within the corridors. Table 1 illustrates the level of service thresholds for each study corridor. The corridor level of service thresholds, measured in volume (v) to capacity (c) ratios, were developed from the 2013 version of FDOT's Quality/Level of Service Handbook. K:\FTLTPTO\043615000-Riverfront SAP\LUPA\Report\Miami River LU PA.docx Page - 8 May 2015 Kimley»>Horn Comprehensive Plan Amendment Traffic Impact Analysis Table 1: Transportation Level of Service Thresholds SW 5th Street between SW 4th Avenue and SW 3rd Avenue. SW 6th Street between SW 5th Avenue and SW 4th Avenue. SW 6th Street between SW 4th Avenue and SW 3rd Ave uep� SW 7th Street between SW 5th Avenue A�n e W 4th SW 7th Street between SW 4th Avenue and SW 3rd Ave ue. SW 7th Street between SW 3rd Avenue and SW 2nd Avenue SW 7th Street between SW 2nd Avenue and SW lst Ave ue. SW 8th Street between SW 5th Avenue and SW 4th Ave ue. SW 8th Street between SW 4th Avenue and SW 3rd Ave ue. SW 8th Street between SW 4th Avenue and SW 3rd Avenue (With Improvement)I" LOS Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds A (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) B (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) C 266 0.46 266 0.46 266 0.46 1,404 0.46 1,404 0.46 1,404 0.46 1,404 0.46 1,474 0.46 1,474 0.46 2,029 0.47 D 540 0.94 540 0.94 540 0.94 3,024 0.98 3,024 0.98 3,024 0.98 3,024 0.98 3,175 0.98 3,175 0.98 4,271 0.99 E 576 1.00 576 1.00 576 1.00 3,072 1.00 3,072 1.00 3,072 1.00 3,072 1.00 3,226 1.00 3,226 1.00 4,309 1.00 F - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 SW 8th Street between SW 3rd Avenue and SW �° 2nd Avenue SW 8th Street between SW 2nd Aven a and SW 1st Aven ash SW 4th Avenue between SW th Street ,,, and SW 8th tree[ SW 4th Avenue between SW 8[h Street and SW 7th Stree . SW 4th Avenue between SW th Street and SW 6th Street. SW 4th Avenue between SW 7th Street and SW 6th Street (With lmprov men[)I") SW 4th Avenue between SW 6th Street and SW 5th Street. SW 4th Avenue between SW 5th Stre t and SW aR� 4th Str t SW 3rd Avenue between SW 8th Street and SW It Street. SW 3rd Avenue between SW 7th Street and SW 6t Street. LOS Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds A (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) B (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) C 1,404 0.46 1,404 0.46 400 0.46 1,932 0.47 788 0.43 1,264 0.46 266 0.46 266 0.46 333 0.46 400 0.46 D 3,024 0.98 3,024 0.98 810 0.94 4,068 0.99 1,760 0.96 2,722 0.98 540 0.94 540 0.94 675 0.94 810 0.94 E 3,072 1.00 3,072 1.00 864 1.00 4,104 1.00 1,836 1.00 2,765 1.00 576 1.00 576 1.00 720 1.00 864 1.00 F - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 SW 3rd Avenue between SW 7th Street and SW 6th Street (With Improvement)�'� SW 3rd Avenue between SW 6th Street and SW 5th [reef.(NB)(') SW 2nd Avenue between SW 9th Street and SW 8th Street SW 2nd Avenue between SW 9th Street and SW 8th Street ( B). SW 2nd Avenue between SW 8th Street and SW 7th Street (NB)I') SW 2nd Avenue between SW 8th Street and SW 7th Street (SB)U SW 2nd Avenue North of SW 7th Street.) SBI-950ff-Ramp at SW 7th Str et.°) NBI-95 On-R mp (West) at SW 8th Street' NBI-95On-Ramp (East) at SW 8th Street") LOS Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds A (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) B (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) C D E 266 540 576 0.46 0.94 1.00 266 540 576 0.46 0.94 1.00 624 1,394 1,454 0.43 0.96 1.00 266 540 576 0.46 0.94 1.00 624 1,394 1,454 0.43 0.96 1.00 493 1,100 1,148 0.43 0.96 1.00 657 1,467 1,530 0.43 0.96 1.00 - - 3,800 - - 1.00 - - 1,900 - - 1.00 - - 1,900 1.00 F - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 Note: (1) Cannot be achieved per Table] from FDOT's 2013 quality/Level of Service Handbook. (2) Based on Class II non -state signalized roadway (10 percent reduction), one -lane undivided with no exclusive turn lanes (20 percent reduction). (3) Based on Class II three -lane state signalized arterial with exclusive right lanes (5 percent increase) a nd 1.2 one-way factor. (4) Based on Class II non -state signalized roadway (10 percent reduction), two-lane divided with no exclusive lanes. (5) Based on Class II three -lane state signalized arterial with no exclusive lanes (25 percent reduction) and 1.2 one-way factor. (6) Based on Class II non -state signalized roadway (10 percent reduction), two-lane undivided with no exclusive lanes (25 percent reducli on) and 1.2 one-way factor. (7) Based on Class II non -state signalized roadway (10 percent reduction), one -lane undivided with no exclusive turn lanes (20 percent reduction) and 1.2 one-way factor. (8) Based on Class II four -lane state signalized arterial with no exclusive lanes (25 percent reducli on) and 1.2 one-way factor. (9) Based on Class II non -state signalized roadway (10 percent reduction), one -lane undivided with exclusive left -turn lanes. (10) Based on Class II non -state signalized roadway (10 percent reduction), two-lane undivided with no exclusive lanes (25 percent reduction). (11) Based on Class II non -state signalized roadway (10 percent reduction), two-lane undivided with an exclusive left -turn lane (5 percent reduction). (12) Based on Class II four -lane sta to signalized arterial with exclusive right lanes (5 percent increase) and 1.2 one-way factor. (13) Based on Class II non -state signalized roadway (10 percent reducli on), three -lane undivided with a 1.2 one-way factor. (14) Based on Exhibit 13-10 of the Highway Capacity Manual 2010, two-lane ramp with a 25 mph ramp speed. (15) Based on Exhibit 13-10 of the Highway Capacity Manual 2010, one -lane ramp with a 25 mph ramp speed. K.\FTL TPTO\043615000-Riverfront SAP\LUPA\Report \Miami River LUPA.doc: Page - 9 May 2015 Kimley>» Horn Comprehensive Plan Amendment Traffic Impact Analysis AMENDMENT SITE TRAFFIC Amendment traffic is defined as the vehicle trips expected to be generated by the amendment, and the distribution and assignment of that traffic, onto the study roadway network. Existing and Proposed Maximum Development Potential The amendment has an existing maximum development potential of 2,010 hotel rooms, 1,005 high- rise residential dwelling units, 9,500,000 square feet of general office space, and 2,174,562 square feet of shopping center. The development has a proposed maximum development potential of 4,020 hotel rooms, 2,010 high-rise residential dwelling units, 7,800,000 square feet of general office space, and 2,065,562 square feet of shopping center. The existing and proposed maximum development potentials were calculated based on the amendment's 10.05-acre, maximum allowable square footage for the development of hotel, residential, office, and retail land uses. The maximum allowable densities were based on an iterative process to determine the highest total trip generation based on modifying retail and office intensities. Detailed existing and proposed maximum development potential calculations are included in Appendix C. Trip Generation Trip generation calculations for the existing and proposed maximum development potentials were performed using the Institute of Transportation Engineer's (ITE's) Trip Generation, 9th Edition. Trip generation was determined using ITE Land Use Codes (LUC): 310 (Hotel), 222 (High - Rise Apartment), 710 (General Office Building), and 820 (Shopping Center). Detailed trip generation calculations are contained in Appendix D. Multimodal and Pedestrian Reduction Factors In order to account for the urban environment in which the amendment is located, transit (multimodal) reduction and pedestrian reduction factors were applied to the site. It is expected that a portion of visitors and residents of the amendment as well as employees will utilize transit or walk. Miami -Dade County Transit (MDT) provides bus service several routes in the vicinity of the amendment, in addition to the Metromover and Metrorail. The multimodal and pedestrian K:\FTLTPTO\043615000-Riverfront SAP\LUPA\Report\Miami River LU PA.docx Page - 10 May 2015 Kimley»»Horn Comprehensive Plan Amendment Traffic Impact Analysis reduction factors were calculated for the amendment using rates outlined in the City of Miami's Development of Regional Impact (DRI) — Increment I and Increment II, which provides multimodal and pedestrian reduction factors to be applied to certain parts of the City. Typically, a multimodal reduction of 14.2 percent (14.2%) and a pedestrian reduction factor of 15.0 percent (15.0%) are used for the Brickell area. However, at the City's request, 10.0 percent (10.0%) was utilized for both the multimodal and pedestrian reductions. Internal Capture Internal capture is expected between complementary land uses within the amendment. Internal capture trips are trips made among the on -site uses. Internal capture trips for the amendment were determined based upon methodology contained in the Institute of Transportation Engineers' (ITE), Trip Generation Handbook, 3rd Edition. For the existing maximum development potential, there is an expected internal capture of 11.2 percent (11.2%) during the A.M. peak hour and 6.5 percent (6.5%) during the P.M. peak hour. For the proposed maximum development potential, there is an expected internal capture of 10.3 percent (10.3%) during the A.M. peak hour and 8.6 percent (8.6%) during the P.M. peak hour. Person -Trip Methodology ITE trip generation assumes a vehicle occupancy rate of 1.2 persons per vehicle; however, the City of Miami has determined that 1.4 persons per vehicle are more appropriate for the local area. Therefore, vehicular trips will be reduced by 16 percent (16.0%) to adjust for these vehicle occupancy assumptions. Net New Amendment Trips Table 2 summarizes the amendment's trip generation for the weekday A.M. peak hour for the existing and proposed maximum development potentials. Trip generation during the P.M. peak hour results in a net reduction of vehicle trips and person -trips; therefore, only the A.M. peak hour was considered in the analysis. The amendment is expected to generate 221 net new A.M. peak hour vehicular trips (309 person -trips). K:\FTLTPTO\043615000-Riverfront SAP\LUPA\Report\Miami River LU PA.docx Page - 11 May 2015 Kimley»»Horn Comprehensive Plan Amendment Traffic Impact Analysis Table 2: Existing and Proposed Maximum Development Potential Trip Generation A.M.(P.M.) Peak Hour Entering Exiting Future Land Use Scale Net External /° Trips % Trips (ITE Code) Trips Existing Maximum Development Potential Hotel (310) 2,010 rooms 685 59% 404 41% 281 (850) (51%) (433) (49%) (417) High -Rise Apartments (222) 1,005 du 236 25% 59 75% 177 (137) (61%) (84) (39%) (53) General Office (710) 9,500,000 sf 5,506 88% 4,846 12% 660 (8,482) (17%) (1,443) (83%) (7,039) Shopping Center (820) 2,174,562 sf 548 62% 339 38% 209 (3,385) (48%) (1,626) (52%) (1,759) Existing Maximum Development Potential 6,975 5,648 1,327 (12,854) (3,586) (9,268) 16% VOF Reduction 1,116 904 212 (2,057) (574) (1,483) 5,859 4,744 1,115 Existing Vehicle -Trips (10,797) (3,012) (7,785) Existing Person -Trips (1.4 persons per vehicle) 8,203 6,642 1,561 (15,116) (4,217) (10,899) Proposed Maximum Development Potential Hotel (310) 4,020 rooms 1,572 59% 927 41% 645 (1,817) (51%) (926) (49%) (891) High -Rise Apartments (222) 2,010 du 469 25% 118 75% 351 (267) (61%) (163) (39%) (104) General Office (710) 7,800,000 sf 4,669 88% 4,108 12% 561 (6,940) (17%) (1,180) (83%) (5,760) Shopping Center (820) 2,065,562 sf 528 62% 328 38% 200 (3,144) (48%) (1,509) (52%) (1,635) Proposed Maximum Development Potential 7,238 5,481 1,757 (12,168) (3,778) (8,390) 16% VOF Reduction 1,158 877 281 (1,947) (605) (1,342) 6,080 4,604 1,476 Proposed Vehicle -Trips (10,221) (3,173) (7,048) Proposed Person -Trips (1.4 persons per vehicle) 8,512 6,446 2,066 (14,309) (4,442) (9,867) Net Change (Proposed - Existing) 221 -140 361 Net New Vehicle Trips (-576) (161) (-737) 309 -196 505 Net New Person -Trips (-807) (225) (-1,032) K:\FTL_TPTO\043615000-Riverfront SAP\LUPA\Report\Miami River LU PA.docx Page - 12 May 2015 Kimley iHorn Comprehensive Plan Amendment Traffic Impact Analysis Trip Distribution and Assignment The likely distribution of amendment traffic was forecast for the trips expected to be generated by the proposed maximum development potential. The trip distribution was based on a cardinal trip distribution obtained from the 2035 Cost Feasible Plan for the amendment site's traffic analysis zones (TAZ 566 and 567) as well as the approved trip distribution from the Miami River Development SAP. The cardinal trip distribution for TAZ 566 and 567 is provided in Table 3. The detailed cardinal distribution and Miami River Development SAP trip distribution are contained in Appendix E. Table 3: Cardinal Trip Distribution Cardinal Direction Percentage of Trips North -Northeast 16 East -Northeast 15 East -Southeast 9 South -Southeast 2 South -Southwest 6 West -Southwest 19 West -Northwest 19 North -Northwest 14 Total 100 K:\FTLTPTO\043615000-Riverfront SAP\LUPA\Report\Miami River LU PA.docx Page - 13 May 2015 Comprehensive Plan Amendment Traffic Impact Analysis EXISTING CONDITIONS CAPACITY ANALYSIS Transportation Corridors Vehicular roadway conditions and transit ridership were examined to determine current level of service for the transportation corridors examined in this study. Table 4 presents the unadjusted existing A.M. peak hour directional traffic volumes. Please note that the proposed amendment results in net reduction of trips when compared to the existing maximum development potential during the P.M. peak hour, therefore, only the A.M. peak hour was analyzed. Six (6) Miami -Dade transit routes presently serve the study area during the A.M. and P.M. peak hours. In addition, the study area is served by the Metromover downtown automated people mover and Metrorail heavy rail system. • Route 6 operates with 60 minute headways in the southbound direction. • Route 8 operates with 10 minute headways in both directions. • Route 24 operates with 20 minute headways in the southbound direction. • Route 48 operates with 60 minute headways in the southbound direction. • Route 207/208 operates with 15 minute headways in both directions. • Route B operates with 8 minute headways in the A.M. peak hours and with 15 minute headways in the P.M. peak hours, both in the southbound direction. • Metromover operates with an average headway between 2 and 4 minutes. • Metrorail operates with an average headway between 4 and 5 minutes. Metrobus routes on the study corridors utilize buses with capacities of 68 riders. The ridership capacities for the bus routes were calculated for the A.M. and P.M. peak hours using the appropriate headways and capacities. Metrobus route maps are included in Appendix F. Ridership data was obtained from Miami -Dade Transit for the identified transit routes. The data reflects typical ridership on the routes using the most recent ridership information available. Tables 5, 6, 7, and 8 present the existing A.M. and P.M. peak hour ridership on the routes studied; the ridership data obtained from Miami -Dade Transit is included in Appendix F. K:\FTL_TPTO\043615000-Riverfront SAP\LUPA\Report\Miami River LU PA.docx Page - 14 May 2015 Kimley»>Horn Comprehensive Plan Amendment Traffic Impact Analysis Table 4: A.M. Peak Hour Roadway Volumes Roadway Segment Direction 2014 Raw A.M. Peak Hour Volumes Growth Rate 2015 Raw A.M. Peak Hour Volumes From To SW 5th Street SW 4th Avenue SW 3rd Avenue EB 38 1.32% 39 WB 53 1.32% 54 SW 6th Street SW5thAvenue SW4thAvenue EB 97 1.32% 98 WB 113 1.32% 114 SW 4th Avenue SW 3rd Avenue EB 27 1.32% 27 WB 161 1.32% 163 SW 7th Street SW5thAvenue SW4thAvenue WB 788 1.32% 798 SW 4th Avenue SW 3rd Avenue WB 1,009 1.32% 1,022 SW 3rd Avenue SW 2nd Avenue WB 1,253 1.32% 1,270 SW2ndAvenue SW1st Avenue WB 1,300 1.32% 1,317 SW 8th Street SW 5th Avenue SW 4th Avenue EB 1,757 1.32% 1,780 SW 4th Avenue SW 3rd Avenue EB 3,038 1.32% 3,078 SW 3rd Avenue SW 2nd Avenue EB 2,010 1.32% 2,037 SW 2nd Avenue SW 1st Avenue EB 1,908 1.32% 1,933 SW4thAvenue SW 9th Street SW 8th Street SB 554 1.32% 561 SW 8th Street SW 7th Street SB 2,343 1.32% 2,374 SW 7th Street SW 6th Street SB 333 1.32% 337 SW 6th Street SW 5th Street NB 83 1.32% 84 SB 313 1.32% 317 SW 5th Street SW 4th Street NB 175 1.32% 177 SB 309 1.32% 313 SW 3rd Avenue SW 8th Street SW 7th Street NB 206 1.32% 209 SB 301 1.32% 305 SW 7th Street SW 6th Street NB 205 1.32% 208 SW 6th Street SW 5th Street NB 58 1.32% 59 SB 26 1.32% 26 SW 2nd Avenue SW 9th Street SW 8th Street NB 707 1.32% 716 SB 524 1.32% 531 SW 8th Street SW 7th Street NB 910 1.32% 922 SB 367 1.32% 372 North of SW 7th Street NB 869 1.32% 880 SB 337 1.32% 341 SBI-95 Off -Ramp 1-95 Mainline SW 7th Street SB 1,879 1.32% 1,904 NB 1-95 On -Ramp (West) 1-95 Mainline SW 8th Street NB 1,329 1.32% 1,347 NB I-95 On -Ramp (East) 1-95 Mainline SW 8th Street NB 539 1.32% 546 K:\FTL_TPTO\043615000-Riverfront SAP\LUPA\Report\Miami River LUPA.docx Page - 15 May 2015 Kimley»> Horn Comprehensive Plan Amendment Traffic Impact Analysis Table 5: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on SW 2nd Avenue, SW 3rd Avenue, and SW 4th Avenue Transit Route Information Direction of Travel Peak Hour Headways A.M. (P.M.) in minutes Buses per Hour A.M. (P.M.) Capacity Per Vehicle (riders) Peak Hour Directional Person -Trip Capacity A.M. (P.M.) Peak Hour Directional Route Ridership A.M. (P.M.) SW 2nd Avenue/SW 3rd Avenue/SW 4th Avenue 60 1 68 5 riders Route 6 Southbound 68 (60) (1) (68) (11 riders) 10 6 408 62 riders Route 8 Southbound 68 (10) (6) (408) (52 riders) 20 3 204 52 riders Route 24 Southbound 68 (20) (3) (204) (40 riders) 60 1 68 9 riders Route48 Southbound 68 (60) (1) (68) (3 riders) 15 4 272 33 riders Route 207 Southbound 68 (15) (4) (272) (65 riders) 15 4 272 18 riders Route 208 Southbound 68 (15) (4) (272) (44 riders) 8 7 476 117 riders Route B Southbound 68 (15) (4) (272) (31 riders) 2.4 25 1,875 1080 riders Northbound 75 (2.4) (25) (1,875) (948 riders) Metromover Southbound 3.2 18 75 1,350 516 riders (2.9) (20) (1,500) (1044 riders) 4.8 12 6,048 2880 riders Northbound 504 Metrorail (4.6) (13) (6,552) (2480 riders) Southbound 5.0 12 504 6,048 2992 riders (4.7) (12) (6,048) (4356 riders) 37 7,923 3960 riders Northbound - - Total (38) (8,427) (3428 riders) Southbound 56 - 9,166 3804 riders (55) (9,112) (5646 riders) K:\FTLTPTO\043615000-Riverfront SAP\LUPA\Report\Miami River LU PA.docx Page - 16 May 2015 Kimley»> Horn Comprehensive Plan Amendment Traffic Impact Analysis Table 6: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on SW 5th Street and SW 6th Street Transit Route Information Direction of Travel Peak Hour Headways A.M. (P.M.) in minutes Buses per Hour A.M. (P.M.) Capacity Per Vehicle (riders) Peak Hour Directional Person -Trip Capacity A.M. (P.M.) Peak Hour Directional Route Ridership A.M. (P.M.) 10 6 408 125 riders Eastbound 68 (10) (6) (408) (75 riders) 4, v Route 8 10 6 408 84 riders 2 Westbound 68 of (10) (6) (408) (108 riders) L io 15 4 272 32 riders Route 207 Westbound 68 H (15) (4) (272) (80 riders) v 15 4 272 72 riders 2 Route208 Eastbound 68 H (15) (4) (272) (40 riders) L in 10 680 197 riders Eastbound H Total (10) (680) (115 riders) 10 680 116 riders Westbound - - (10) (680) (188 riders) Table 7: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on SW 7th Street Transit Route Information Direction of Travel Peak Hour Headways A.M. (P.M.) in minutes Buses per Hour A.M. (P.M.) Capacity Per Vehicle (riders) Peak Hour Directional Person -Trip Capacity A.M. (P.M.) Peak Hour Directional Route Ridership A.M. (P.M.) 4., v 2 H s i. H Route 8 Westbound 10 (10) 6 (6) 68 408 (408) 84 riders (108 riders) Route 207 Westbound 15 (15) 4 (4) 68 272 (272) 32 riders (80 riders) Total Westbound - 10 (10) - 680 (680) 116 riders (188 riders) K:\FTLTPTO\043615000-Riverfront SAP\LUPA\Report\Miami River LU PA.docx Page - 17 May 2015 Kimley»> Horn Comprehensive Plan Amendment Traffic Impact Analysis Table 8: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on SW 8th Street Transit Route Information Direction of Travel Peak Hour Headways A.M. (P.M.) in minutes Buses per Hour A.M. (P.M.) Capacity Per Vehicle (riders) Peak Hour Directional Person -Trip Capacity A.M. (P.M.) Peak Hour Directional Route Ridership A.M. (P.M.) 4, v 2 H s oo H Route 8 Eastbound 10 (10) 6 (6) 68 408 (408) 125 riders (75 riders) Route 208 Eastbound 15 (15) 4 (4) 68 272 (272) 72 riders (40 riders) Total Eastbound - 10 (10) - 680 (680) 197 riders (115 riders) In order to determine person -trip level of service for the study area's transportation corridors, total person -trip volumes (vehicular and transit) were compared to the total person -trip capacities. The person -trip volume to capacity (v/c) ratios were compared to the person -trip v/c level of service designations outlined in Table 1. Table 9 presents the existing transportation corridor level of service. As indicated in this table, the transportation corridors have excess person -trip capacity during the A.M. peak hour and operate at adopted levels of service. K:\FTLTPTO\043615000-Riverfront SAP\LUPA\Report\Miami River LU PA.docx Page - 18 May 2015 Kimley>»Horn Comprehensive Plan Amendment Traffic Impact Analysis Table 9: Existing A.M. Peak Hour Roadway Capaci y Roadway Segment Direction Adopted LOS Standard 2015 A.M. Raw Volumes Peak Season Conversion Factor 2015 Peak Season A.M. Roadway Volumes A.M. Peak Hour Transit RidershipVolume A.M. Peak Hour Total (V)Vehicular Directional Peak Hour (2) Capacity A.M. Peak Hour Transit Capacity P Y A.M. Peak Hour Total Capacity (C)Capacity P Y A.M. Peak Hour Excess P Y V/C Ratio 2015 LOS From To Vehicles Person- (t( Trips Person -Trips Person -Trips Vehicles Person - (t( Trips Person -Trips Person -Trips Person -Trips SW 5th Street SW 4th Avenue SW 3rd Avenue EB E 39 1.02 40 56 197 253 576 806 680 1,486 1,233 0.170 C WB E 54 1.02 55 77 116 193 576 806 680 1,486 1,293 0.130 C SW 6th Street SW 5th Avenue SW 4th Avenue EB E 98 1.02 100 140 197 337 576 806 680 1,486 1,149 0.227 C WB E 114 1.02 116 162 116 278 576 806 680 1,486 1,208 0.187 C SW 4th Avenue SW 3rd Avenue EB E 27 1.02 28 39 197 236 576 806 680 1,486 1,250 0.159 C WB E 163 1.02 166 232 116 348 576 806 680 1,486 1,138 0.234 C SW 7th Street SW5th Avenue SW4th Avenue WB E 798 1.02 814 1,140 116 1,256 3,072 4,301 680 4,981 3,725 0.252 C SW4th Avenue SW 3rd Avenue WB E 1,022 1.02 1,042 1,459 116 1,575 3,072 4,301 680 4,981 3,406 0.316 C SW 3rd Avenue SW 2nd Avenue WB E 1,270 1.02 1,295 1,813 116 1,929 3,072 4,301 680 4,981 3,052 0.387 C SW 2nd Avenue SW 1st Avenue WB E 1,317 1.02 1,343 1,880 116 1,996 3,072 4,301 680 4,981 2,985 0.401 C SW 8th Street SW5th Avenue SW4th Avenue EB E 1,780 1.02 1,816 2,542 197 2,739 3,226 4,516 680 5,196 2,457 0.527 D SW4th Avenue SW 3rd Avenue EB E 3,078 1.02 3,140 4,396 197 4,593 3,226 4,516 680 5,196 603 0.884 D SW 3rd Avenue SW 2nd Avenue EB E 2,037 1.02 2,078 2,909 197 3,106 3,072 4,301 680 4,981 1,875 0.624 D SW 2nd Avenue SW 1st Avenue EB E 1,933 1.02 1,972 2,761 197 2,958 3,072 4,301 680 4,981 2,023 0.594 D SW 4th Avenue SW 9th Street SW 8th Street SB E 561 1.02 572 801 3,804 4,605 864 1,210 9,166 10,376 5,771 0.444 C SW8th Street SW7th Street SB E 2,374 1.02 2,421 3,389 3,804 7,193 4,104 5,746 9,166 14,912 7,718 0.482 D SW 7th Street SW 6th Street SB E 337 1.02 344 482 3,804 4,286 1,836 2,570 9,166 11,736 7,451 0.365 C SW 6th Street SW 5th Street NB E 84 1.02 86 120 3,960 4,080 576 806 7,923 8,729 4,649 0.467 D SB E 317 1.02 323 452 3,804 4,256 576 806 9,166 9,972 5,716 0.427 C SW 5th Street SW 4th Street NB E 177 1.02 181 253 3,960 4,213 576 806 7,923 8,729 4,516 0.483 D SB E 313 1.02 319 447 3,804 4,251 576 806 9,166 9,972 5,722 0.426 C SW 3rd Avenue SW 8th Street SW 7th Street NB E 209 1.02 213 298 3,960 4,258 720 1,008 7,923 8,931 4,673 0.477 D SB E 305 1.02 311 435 3,804 4,239 720 1,008 9,166 10,174 5,935 0.417 C SW 7th Street SW6th Street NB E 208 1.02 212 297 3,960 4,257 1,836 2,570 7,923 10,493 6,237 0.406 C SW 6th Street SW 5th Street NB E 59 1.02 60 84 3,960 4,044 576 806 7,923 8,729 4,685 0.463 D SB E 26 1.02 27 38 3,804 3,842 576 806 9,166 9,972 6,131 0.385 C SW 2nd Avenue SW 9th Street SW 8th Street NB E 716 1.02 730 1,022 3,960 4,982 1,454 2,036 7,923 9,959 4,977 0.500 D SB E 531 1.02 542 759 3,804 4,563 576 806 9,166 9,972 5,410 0.458 C SW 8th Street SW 7th Street NB E 922 1.02 940 1,316 3,960 5,276 1,454 2,036 7,923 9,959 4,683 0.530 D SB E 372 1.02 379 531 3,804 4,335 1,148 1,607 9,166 10,773 6,439 0.402 C SW 7th Street SW 6th Street NB E 880 1.02 898 1,257 3,960 5,217 1,530 2,142 7,923 10,065 4,848 0.518 D SB E 341 1.02 348 487 3,804 4,291 1,530 2,142 9,166 11,308 7,017 0.379 C SBI-95 Off -Ramp'') 1-95 Mainline SW7th Street SB D 1,904 1.02 1942 N/A 1,942 3,800 N/A 3,800 1,858 0.511 D or better NBI-95 On-Ramp(West)I'' 1-95 Mainline SW8th Street NB D 1,347 1.02 1,374 N/A 1,374 1,900 N/A 1,900 526 0.723 D or better NBI-95 On-Ramp(East)I'I 1-95 Mainline SW8th Street NB D 546 1.02 557 N/A 557 1,900 N/A 1,900 1,343 0.293 D or better (1) Volumes(vehicles) were co averted to perso n-trips using 14 person/vehicle o ccupancy per Cit of M iami standards. (2) Based o on FDOT 2013 Quality/Level of Service Handboo k (3) Analyzed as vehicle trips, as under FDOT jurisdictio n K\FTL TPTO\O43615000-Wverfront SARLUPA\Report \Miami River LUPA. doc: Page-19 May 2015 Kimley»»Horn Comprehensive Plan Amendment Traffic Impact Analysis SHORT-TERM (YEAR 2020) CONDITIONS CAPACITY ANALYSIS Short-term (year 2020) conditions were analyzed with and without the development of the proposed amendment. Background Area Growth Short-term growth on the area's roadways was determined based on a comparison of the 2005 and 2035 traffic volume plots from the Southeast Florida Regional Planning Model (SERPM). A growth rate of 1.32 percent (1.32%) was determined based on the model and was applied to the 2015 traffic data compounded annually to develop the 2020 volumes. Detailed growth calculations are contained in Appendix G. Roadway Segment Analysis Tables 10 and 11 provide a summary of the A.M. peak hour roadway segment analysis for short- term (year 2020) without amendment traffic and short-term (year 2020) with amendment traffic, respectively. The results indicate that SW 8th Street between SW 4th Avenue and SW 3rd Avenue is expected to operate at LOS F during both analysis conditions. Please note that the proposed amendment is expected to assign less than 5 percent (5%) of the roadway segment capacity to this segment. Nonetheless, as part of the improvements proposed in the Miami River Development SAP, an additional through lane will be added to SW 8th Street between SW 4th Avenue and SW 3rd Avenue. As a result of this improvement, SW 8th Street is expected to operate at LOS D during the short-term (year 2020) with amendment traffic conditions. The Miami River Development SAP also proposed the following improvements: • An additional through lane on SW 4th Avenue between SW 7th Street and SW 6th Street. • Converting SW 3rd Avenue to two-way northbound and southbound traffic between SW 7th Street and SW 6th Street. K:\FTLTPTO\043615000-Riverfront SAP\LUPA\Report\Miami River LU PA.docx Page - 20 May 2015 Kimley*Horn Comprehensive Plan Amendment Traffic Impact Analysis Table 10: Short-term (Year 2020) A.M. Peak Hour Roadway Capaci y Roadway Segment Direction Adopted LOS Standard 2015 Peak Season A.M. Peak Hour Roadway Volumes Growth Rate (Exponential) 2020 Pe k5 A.M. Peak Hour Roadway Volumes Committed Development A.M. Peak Hour Transit Ridership A.M. Peak Hour Total Volume (V) Directional Peak Hour Ixl Vehicular Capacity A.M. Peak Hour Transit Capacity A.M. Peak Hour Total Capacity ICI A.M. Peak Hour Excess Capacity V/C Ratio 2020 LOS Brickell CitiCentre Brickell CitiCentre North 2 BriBradtBayview Center From To Vehicles Person- Trips Itl VeVehiclesTrips Person- Itl VehiclesTrips Person- Itl Vehicles Person- Trips Itl VehiclesTrips Person- Itl Person -Trips Person -Trips Vehicles Person - TripsItl Person -Trips Person -Trips Person -Trips SW 5[h Street SW 4tHAvenue SW 3rd Avenue E8 E 40 56 1.32% 43 60 0 0 0 0 0 0 197 257 576 806 680 1,486 1,229 0.173 0 WB E 55 77 1.32% 59 83 0 0 0 0 0 0 116 199 576 806 680 1,486 1,288 0.139 L SW 6[h St t SW 5th Avenue SW 4tha EB E 100 140 1.32% 107 150 0 0 0 0 0 0 197 347 576 806 680 1,486 1,140 0.233 0 WB E 116 162 1.32% 124 174 0 0 0 0 0 0 116 290 576 806 680 1,486 1,197 0.195 L SW 4th Avenue SW3 dA EB E 28 39 1.32% 30 42 0 0 0 0 0 0 197 239 576 806 680 1,486 1,247 0.161 L W8 E 166 232 1.32% 177 248 0 0 0 0 0 0 116 364 576 806 680 1,486 1,123 0.295 L SW ]th Street SW5th Avenue SW4th Avenue WB E 814 1,140 1.32% 869 1,217 69 97 33 46 24 34 116 1,510 3,072 4,301 680 4,981 3,471 0.303 0 SW4th Avenue SW3rd Ave nue WB E 1,042 1,459 1.32% 1,113 1,558 69 97 33 46 24 34 116 1,851 3,072 4,301 680 4,981 3,130 0.372 0 SW3rd Avenue SW 2nd Avenue WB E 1,295 1,813 1.32% 1,383 1,936 148 207 33 46 24 34 116 2,339 3,072 4,301 680 4,981 2,642 0.970 0 SW 2nd Avenue SW 1st Avenue W8 E 1,343 1,880 1.32% 1,434 2,008 148 207 33 46 24 34 116 2,411 3,072 4,301 680 4,981 2,570 0.989 0 SW 8th St t SW5th Avenue SW4th Avenue E8 E 1,816 2,542 1.32% 1,939 2,715 377 528 27 38 5 ] 197 3,485 3,226 4,516 680 5,196 1,712 0.671 0 SW4th Avenue SW3rd Ave nue EB E 3,140 4,396 1.32% 3,353 4,694 377 528 27 38 5 7 197 5,464 3,226 4,516 680 5,196 -268 1.052 F SW3rd Avenue SW 2nd Avenue EB E 2,078 2,909 1.32% 2,219 3,107 377 528 27 38 5 7 197 3,877 3,072 4,301 680 4,981 1,104 0.778 0 SW 2nd Avenue SW 1st Avenue E8 E 1,972 2,761 1.32% 2,106 2,948 377 528 27 38 5 7 197 3,718 3,072 4,301 680 4,981 1,262 0.797 0 SW 4[h Avenue SW9th Street SW8th Street SB E 572 801 1.32% 611 855 O O O 0 0 0 3,804 4,659 864 1,210 9,166 10,376 5,716 0.999 0 SW8th Street SW7th Street SB E 2,421 3,389 1.32% 2,585 3,619 0 0 0 0 0 0 3,804 7,423 4,104 5,746 9,166 14,912 7,489 0.998 0 SW7th Street SW6th Street SB E 344 482 1.32% 367 514 0 0 0 0 0 0 3,804 4,318 1,836 2,570 9,166 11,736 7,419 0.368 0 SW 6th Street SW 5th St t N8 E 86 120 1.32% 92 129 0 0 0 0 0 0 3,960 4,089 576 806 7,923 8,729 4,641 0.968 0 S8 E 323 452 1.32% 345 483 0 0 0 0 0 0 3,804 4,287 576 806 9,166 9,972 5,685 0.930 L SW Sth Street SW 4th St t NB E 181 253 1.32% 193 270 0 0 0 0 0 0 3,960 4,230 576 806 7,923 8,729 4,499 0.985 0 S8 E 319 447 1.32% 341 477 0 0 0 0 0 0 3,804 4,281 576 806 9,166 9,972 5,691 0.929 L SW 3rd Avenue SW 8th Street SW 7th Street NB E 213 298 1.32% 227 318 0 0 0 0 0 0 3,960 4,278 720 1,008 7,923 8,931 4,653 0.979 0 S8 E 311 435 1.32% 332 465 79 111 0 0 0 0 3,804 4,380 720 1,008 9,166 10,174 5,794 0.930 L SW 7th Street SW 5th Street N8 E 212 297 1.32% 226 316 0 0 0 0 0 0 3,960 4,276 1,836 2,570 7,923 10,493 6,217 0.908 L SW 5th Street SW Sth Street NB E 60 84 1.32% 64 90 0 0 0 0 0 0 3,960 4,050 576 806 7,923 8,729 4,680 0.969 0 S8 E 27 38 1.32% 29 41 79 111 0 0 0 0 3,804 3,956 576 806 9,166 9,972 6,017 0.397 L SW 2nd Avenue SW 9th Street SW 8th St t NB E 730 1,022 1.32% 779 1,091 O 0 0 0 0 0 3,960 5,051 1,454 2,036 7,923 9,959 4,908 0.507 0 S8 E 542 759 1.32% 579 811 0 0 0 0 0 0 3,804 4,615 576 806 9,166 9,972 5,358 0.963 0 SW 8th Street SW 7th St t NB E 940 1,316 1.32% 1,004 1,406 0 0 0 0 0 0 3,960 5,366 1,454 2,036 7,923 9,959 4,593 0.539 0 S8 E 379 531 1.32% 405 567 0 0 0 0 0 0 3,804 4,371 1,148 1,607 9,166 10,773 6,402 0.906 L SW 7th Street SW 5th Street NB E 898 1,257 1.32% 959 1,343 0 0 0 0 0 0 3,960 5,303 1,530 2,142 7,923 10,065 4,762 0.527 0 S8 E 348 487 1.32% 372 521 0 0 0 0 0 0 3,804 4,325 1,530 2,142 9,166 11,308 6,983 0.382 L SBI-950ff-Frampr'( I-95MalnIlne SW7th Street SB D 1,942 N/A 1.32% 2074 0 0 0 0 0 0 N/A 2,074 3,800 N/A 3,800 1,726 0.596 Oor better NB1-950n-Ramp(West)E I-95MaHnIlne SW8th Street NB D 1,374 N/A 1.32% 1467 0 0 0 0 0 0 N/A 1,467 1,900 N/A 1,900 433 0.772 Oor better N81-950n-Ramp(Ea se -95 Mainline SW 8th Street N8 D 557 N/A 1.32% 595 0 0 0 0 0 0 N/A 595 1,900 N/A 1,900 1,305 0.313 Oorbetter (1) Voumes(vebces)were converted to persrvtrpsu mg lA person/v.61e o c upanryper CV ofMlaml sta dards. (2) Based oon FOOT 209 Ouallty/Level Or Bemrce Handbook (B) Analneo as vebmletrlps,as under FBOT)uremrnnn K\FTL TP706,043615000-Wverfront SAP\LUPA\Report \Miami River LUPA. hoc: Page -21 May 2015 Comprehensive Plan Amendment Traffic Impact Analysis Table 11: Short-term (Year 2020) with Amendment Traffic A.M. Peak Hour Roadway Capacity Roadway Segment Direction Adopted LOS Standard 2020 Background A.M. Peak Hour Total Volume Am en, ent 'PDA.' P!:".'u (ed"tn. ) Amendment A.M. Peak Hour As signm ere 2020 with Am endm ent Traffic AM. Peak Hour Total VI(] e (V) Am endment Traffic contribution. S' Sign' ic'n 'st A.M. Peak Hour Total Capacity (c) .. 'cLernedty" v/c Ratio zozo Los From Pe rs on.Trips Pe rs on.Trips Person.Trips Person.Trips Pe rson.Trips EB E 239 -1 21% 1,486 1,2, 0.161 C 0% 0, WB E 199 270 4 78% 1,486 1,2. 0.182 C 14% Out 71 SW 6th St t EB E 3, , re, sep 337 -0 67% 1,486 1,149 0.227 C We. E 290 3. 1 68% 1,486 1,1W 0.212 C , Out 25 EB E 2. -1 3, 1,486 1,267 0.147 C BBB E 364 583. . 60% 1,486 905 0.391 C 43% Out 2, SW 7th St t 1,510 1,576 1 33% 4,981 3,405 0..6 C 13% Out 66 1, es1 Len 0 60% 4,981 3,100 0.378 C 6% Out 30 2,270 -1 39% 4,981 2,711 0.456 C 2,411 2,372 -0 78% 4,981 2,609 0.476 11 SW ath St t E ,as ,s0 -0 48% 5,,s L7, 0.666 0 E 5,464 5,490 0 41% 5,196 6,279 -294 1.057 0.874 F 11 18% 0, 91 E 4,054 3 5, 4,981 927 o.a. o E 3,718 3,819 2 03% 4,981 1,162 0.767 D SW 9th Street SW Stt Street SB E 4,659 4,725 0 64% 10,376 5,651 0.455 C .% Out 66 SW 8th Street SW Wt Street SB E 7,423 7,541 0 7, 14,912 7,371 0.506 D 31% Out 157 SW 7th Street SW Stt Street SB E 4,318 4,510 1 52% 11,736 1,665 7,226 0.384 0.356 C C 308: 192 SW 6th Street SW 5th St t . E 4,89 7nt 4,114 0 29% 8,729 4,615 0.471 , Out 25 . E 4,287 4,3°2 0 1, 9,972 5,67° OA. C , Out 25 SW 5th Street SW ett St t . E 4,230 4,275 0 52% 8,729 4,454 0.490 11 9% Out 45 . E 4,281 4,263 -0 18% 9,972 5,7°9 0.427 C SW 8th Street SW Wt St t NB E 4,188 -1 01% 8,931 4,7. 0.469 D . E 4%8° 4,567 1 84% 1°,4 5,6°7 0.449 C 3, Out 187 SW ttt Street SW 6th Street NB E W188 -0 86% 10,493 10,205 6,305 0.399 0.410 C C 10% Out 51 SW 6th Street SW Stt St t NB E 4,050 4,037 -0 15% 8,729 4,692 0.462 0 12% Out 61 SB E 3,956 4,115 1 59% 9,972 5,857 0.413 C 3, Out 177 SW 9th Street SW 8th St t NB E 5,051 5,041 -0 10% 9,959 4,918 0.506 ° SB E 4,640 0 2, 9,972 5,332 0.465 ° , Out 25 NB E 5,366 5,407 0 41% 9,959 4,552 0.543 11 10% Out 51 SB E 4,371 4,3, 0 00% 10,773 6,402 0.406 C SW 7th Street SW Stt St t NB E 5,303 5,354 0 51% 10,065 4,711 0.532 11 10% Out 51 SB E 4,305 -0 18% 11,308 7,003 0.381 C SB I-95 Off-Parne I-95 Mainline SW 7th Street SB r) 2,074 2,035 -1 03% 3,800 1,765 0.536 -9955Mmaa::::nnee eet, I: BD 1,467 1,ss a 4 79% 1,900 3. 0.820 18% Out 91 1:59500:::st): r :WI ::rere 605 0 53% 1,900 1,295 o..8 2% Out 10 3) 4) 5) KWFLTPTO 04,61,000-1,Wesfsont SAN-UP,WRePost \ Miami Ryes LUPAdoex Page -22 May 2015 Kimley>» Horn Comprehensive Plan Amendment Traffic Impact Analysis LONG-TERM (YEAR 2030) CONDITIONS CAPACITY ANALYSIS Long-term (year 2030) conditions were analyzed with and without the development of the proposed amendment. Background Area Growth Year 2030 traffic volumes were obtained by applying the annual growth rate of 1.32 percent (1.32%) linearly to the 2015 traffic volumes. Detailed growth calculations are contained in Appendix G. Roadway Segment Analysis Tables 12 and 13 provide a summary of the A.M. peak hour roadway segment analysis for long- term (year 2030) without amendment traffic and long-term (year 2030) with amendment traffic. The results indicate that SW 8th Street between SW 4th Avenue and SW 3rd Avenue is expected to operate at LOS F during all both analysis conditions. Please note that the proposed amendment is expected to assign less than 5 percent (5%) of the roadway segment capacity to this segment. Nonetheless, as part of the improvements proposed in the Miami River Development SAP, an additional through lane will be added to SW 8th Street between SW 4th Avenue and SW 3rd Avenue. As a result of this improvement, SW 8th Street is expected to operate at LOS D during the long-term (year 2030) with amendment traffic conditions. As mentioned in the short-term analysis, the Miami River Development SAP also proposed the following improvements: • An additional through lane on SW 4th Avenue between SW 7th Street and SW 6th Street. • Converting SW 3rd Avenue to two-way northbound and southbound traffic between SW 7th Street and SW 6th Street. K:\FTLTPTO\043615000-Riverfront SAP\LUPA\Report\Miami River LU PA.docx Page - 23 May 2015 Comprehensive Plan Amendment Traffic Impact Analysis Table 12: Long-term (Year 2030) A.M. Peak Hour Roadway Capacity Roadway Segment Direction Adopted LOS Standard 2015 Peak Season A.M. Peak Hour Roadway Volumes Growth Rate (Linear) 2030 Pe k S A.M. Peak Hour Roadway Volumes Committed Development A.M. Peak Hour Transit Ridership A.M. Peak Hour Total Volume (V) Directional Peak Hour Ixl Vehicular opacity A.M. Peak Hour Transit Capacity A.M. Peak Hour Tot al Capacity (C) A.M. Peak Hour Excess Capacity V/C Ratio 2030 LOS Brickell CitiCentre Brickell CitiCentre North 2 Brickell Bayview Center From To Vehicles Person- Itl Trips Vehicles Person- Itl Trips Vehicles Person- Itl Trips Vehicles Person- Itl Trips Vehicles Person- pl Trips Person -Trips Person -Trips Vehicles Person - Itl Trips Person -Trips Person -Trips Person -Trips SW 5[h Street SW 4thAuenue SW3 dA E8 E 40 56 1.32% 48 67 0 0 0 0 0 0 197 264 576 806 680 1,486 1,222 0.178 0 W8 E 55 ]] 1.3296 66 92 0 0 0 0 0 0 116 208 576 806 680 1,486 1,278 0.190 0 SW 6th St t SWSth Avenue SW 4thA E8 E 100 140 1.32% 120 168 0 0 0 0 0 0 197 365 576 806 680 1,486 1,121 0.296 0 W8 E 116 162 1.32% 139 195 0 0 0 0 0 0 116 311 576 806 680 1,486 4,6 0.209 0 SW 4th Avenue SW3 dA EB E 28 39 1.32% 34 48 0 0 0 0 0 0 197 245 576 806 680 1,486 1,242 0.165 0 W8 E 166 232 1.3296 199 279 0 0 0 0 0 0 116 395 576 806 680 1,486 1,092 0.265 0 SW ]th St t SWSth Avenue SW4thAvenue WB E 814 1,140 1.32% 975 1,365 69 97 33 46 24 34 116 1,658 3,072 4,301 680 4,981 3,323 0.333 0 SW4thAvenue SW3rd Avenue WB E 1,042 1,459 1.32% 1,248 1,747 69 97 33 46 24 34 116 2,040 3,072 4,301 680 4,981 2,941 0.910 0 SW3rd Avenue SW2nd Avenue WB E 1,295 1,813 1.32% 1,551 2,171 148 207 33 46 24 34 116 2,574 3,072 4,301 680 4,981 2,406 0.517 0 SW 2nd Avenue SW1stAvenue W8 E 1,343 1,880 1.3296 1,609 2,253 148 207 33 46 24 34 116 2,656 3,072 4,301 680 4,981 2,325 0.533 0 SW 8th St t SWSth Avenue SW4thAvenue EB E 1,816 2,542 1.32% 2,176 3,046 377 528 27 38 5 ] 197 3,816 3,226 4,516 680 5,196 1,380 0.739 0 SW 4th Avenue SW3rd Avenue E8 E 3,140 4,396 1.32% 3,762 5,267 377 528 27 38 5 7 197 6,037 3,226 4,516 680 5,196 -840 1.162 SW 3rd Avenue SW 2nd Avenue E8 E 2,078 2,909 1.32% 2,489 3,485 377 528 27 38 5 ] 197 4,255 3,072 4,301 680 4,981 726 0.859 0 SW2nd Avenue SW1stAvenue EB E 1,972 2,761 1.32% 2,362 3,307 377 528 27 38 5 ] 197 4,077 3,072 4,301 680 4,981 904 0.819 0 SW 4ih Avenue SW9th Street SW8th Street SB E 572 801 1.32% 685 959 O O O 0 0 0 3,804 4,763 864 1,210 9,166 10,376 5,613 0.959 0 SW 8th Street SW 7th Street SB E 2,421 3,389 1.32% 2,900 4,060 0 0 0 0 0 0 3,804 7,864 4,104 5,746 9,166 14,912 7,048 0.527 0 SW 7th Street SW 6th Street SB E 344 482 1.32% 412 577 0 0 0 0 0 0 3,804 4,381 1,836 2,570 9,166 11,736 7,356 0.373 0 SW 6th Street SW Sth St t N8 E 86 120 1.32% 103 144 0 0 0 0 0 0 3,960 4,104 576 806 7,923 8,729 4,625 0.970 0 S8 E 323 452 1.3296 387 542 0 0 0 0 0 0 3,804 4,346 576 806 9,166 9,972 5,627 0.936 0 SWSth Street SW 4th St t NB E 181 253 1.32% 21] 304 0 0 0 0 0 0 3,960 4,264 576 806 7,923 8,729 4,466 0.988 0 S8 E 319 447 1.3296 382 535 0 0 0 0 0 0 3,804 4,339 576 806 9,166 9,972 5,634 0.935 0 SW3rd Avenue SW 8th Street SW ]MSt t NB E 213 298 1.32% 255 357 0 0 0 0 0 0 3,960 4,31] 720 1,008 7,923 8,931 4,614 0.983 0 S8 E 311 435 1.3296 373 522 79 111 0 0 0 0 3,804 4,437 720 1,008 9,166 10,,4 5,737 0.936 0 SW7th Street SW6th Street NB E 212 297 1.32% 254 356 O 0 0 0 0 0 3,960 4,316 1,836 2,570 7,923 10,493 6,1]8 0.911 0 SW 6th Street SW StH Street NB E 60 84 1.32% 72 101 0 0 0 0 0 0 3,960 4,061 576 806 7,923 8,729 4,669 0.965 0 S8 E 27 38 1.3296 32 45 79 111 0 0 0 0 3,804 3,960 576 806 9,166 9,972 6,013 0.397 0 SW 2nd Avenue SW 9th Street SW 8th Street NB E 730 1, 022 1.32% 875 1,225 0 0 0 0 0 0 3,960 5,185 1,454 2,036 7,923 9,959 4,774 0.521 0 S8 E 542 759 1.3296 649 909 0 0 0 0 0 0 3,804 4,713 576 806 9,166 9,972 5,260 0.973 0 SW 8[h Street SW 7th Street NB E 940 1, 316 1.32% 1,126 1,5]6 0 0 0 0 0 0 3,960 5,536 1,454 2,036 7,923 9,959 4,422 0.556 0 S8 E 379 531 1.3296 454 636 0 0 0 0 0 0 3,804 4,440 1,148 1,607 9,166 10,773 6,334 0.912 0 SW 7th Street SW 6th Street NB E 898 1, 25] 1.32% 1,0]6 1,506 0 0 0 0 0 0 3,960 5,466 1,530 2,142 7,923 10,065 4,599 0.599 0 S8 E 348 487 1.3296 4, 584 0 0 0 0 0 0 3,804 4,388 1,530 2,142 9,166 11,308 6,920 0.388 0 SBI-950ff-Rampr'l I-95 Ma mime SW7th Street SB 0 1,942 N/A 1.32% 2,327 O O O O O O N/A 2,327 3,800 N/A 3,800 1,473 0.612 Dor better NB1-950n-Ra me(West)r' 1-95 Ma mime SW8th Street NB 0 1,374 N/A 1.32% 1,646 O O O O O O N/A 1,646 1,900 N/A 1,900 254 0.866 Dor better NB1-950n-Ramp(East). 1-95 Ma mime SW8th Street NB 0 557 N/A 1.32% 667 O O O O O O N/A 667 1,900 N/A 1,900 1;233 0.351 Dor better (1) VOumes(vebces)were converted to persontnpsu Thgl4 persona/eblcle oc upancyper ClR Or Mlamista dards. (2) Based oo n FOOT 209 Ouallty/Level of Semme Handbook (e)Analneo as vebmleIrmo, as under FOOT)ubso1mn K\FTL TPTO\043615000-Wverfrent SARLUPA\Report\Miami River LUPA. de, Page - 24 May 2015 Kimley*Horn Comprehensive Plan Amendment Traffic Impact Analysis Table 13: Long-term (Year 2030) with Amendment Traffic A.M. Peak Hour Roadway Capacity Roadway Segment From Direction Adopted LOS Standard 2030 Background A.M. Peak Hour Total Volume Amendment A.M. Peak Hour Distribution Am endment A.M. Peak Hour Assignment Total Amendment Traffic 5% Significance Test k Hour Tots Capacity CapacityA.M. Peak Hour Excess vic sat o 2030 LOS EB 264 46 208 14% Out 79 EB 365 55 5% Out 36 EB 10% In 25 395 43% Out 87 13% Out 66 69 0% Out EB EB 65 18% Out -867 EB 35% Out 549 EB 20% Out 101 80 13% Out 66 10,376 31% Out 157 14,912 38% Out 192 11,736 665 SW 5th St t SW 7th St t 90 37% Out 187 10,174 -139 10% Out SW 5th St t 12% Out 35% Out 10% Out 10,773 10% Out 10,065 11,308 �e�es0,9811121194.0. 18% Out 667 K\FTL TPTO\Oa3613000-Wverfront SAP\LUPA\Report\Miami Wver LUPA.doex Page - 25 May 2015 Kimley>» Horn Comprehensive Plan Amendment Traffic Impact Analysis CONCLUSION This traffic analysis assessed the impacts of a proposed land use plan amendment for approximately 10.05 acres generally bounded by the Miami River and SW 5 th Street to the north, SW 7th Street to the south, SW 3rd Avenue to the west, and SW 1st Avenue to the east. The amendment proposes to change the existing maximum development potential of 2,010 hotel rooms, 1,005 high-rise residential dwelling units, 9,500,000 square feet of general office space, and 2,174,562 square feet of shopping center to a proposed maximum development potential of 4,020 hotel rooms, 2,010 high-rise residential dwelling units, 7,800,000 square feet of General Office space, and 2,065,562 square feet of shopping center. The proposed maximum development potential results in a net reduction of trips during the P.M. peak hour, therefore, only the A.M. peak hour was analyzed. A roadway capacity analysis was prepared for existing traffic conditions, short-term (year 2020) without amendment traffic, short- term (year 2020) with amendment traffic, long-term (year 2030) without amendment traffic, and long-term (year 2030) with amendment traffic. The results indicate that SW 8th Street between SW 4th Avenue and SW 3' Avenue is expected to operate at LOS F during all future analysis conditions. The proposed amendment is expected to assign less than 5 percent (5%) of the roadway segment capacity to this segment. Nonetheless, as part of the improvements proposed in the Miami River Development SAP, an additional through lane will be added to SW 8th Street between SW 4th Avenue and SW 3rd Avenue. As a result of this improvement, SW 8th Street is expected to operate at LOS D during the short-term (year 2020) and long-term (year 2030) with amendment traffic conditions. K:\FTLTPTO\043615000-Riverfront SAP\LUPA\Report\Miami River LU PA.docx Page - 26 May 2015 Appendix A: Traffic Count Data NOT TO SCALE 414 43 J 16 49 414 18 J 22 59 Z 41 14 SW 4th Avenue L66 H 9 7 SW 5th Street rd Avenue co /J14 ro L60 81 r31 SW 6th Street 9J 4 y 23 44 R dl 424 602 SW 7th Street J 10 y To 1-95 NB Ramp (E) To 1-95 NB Ramp (E) 1,705 y 2,338 y 87 - 1,356 .14 0 Ti Kimley>> Horn 2015 48 J 2,050 240 hid' Lo 10 L 102 920 r 297 Legend — Study Roadway Study Intersection XX A.M. Peak Hour Traffic nd Avenue 41 SW 3rd Avenue SW 8th Street 274 J 1,685 239 nd Avenue L 247 961 r 118 Existing A.M. Peak Hour Traffic Comprehensive Plan Amendment City of Miami, Florida J 2013 PEAK SEASON FACTOR CATEGORY REPORT - REPORT TYPE: ALL CATEGORY: 8701 MIAMI-DADE SOUTH WEEK DATES SF MOCF: 0.99 PSCF 1 2 3 4 5 * 6 * 7 * 8 * 9 *10 *11 *12 *13 *14 *15 *16 *17 *18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 01/01/2013 01/06/2013 01/13/2013 01/20/2013 01/27/2013 02/03/2013 02/10/2013 02/17/2013 02/24/2013 03/03/2013 03/10/2013 03/17/2013 03/24/2013 03/31/2013 04/07/2013 04/14/2013 04/21/2013 04/28/2013 05/05/2013 05/12/2013 05/19/2013 U5/26/2013 06/02/2013 06/09/2013 06/16/2013 06/23/2013 06/30/2013 07/07/2013 07/14/2013 07/21/2013 07/28/2013 08/04/2013 08/11/2013 08/18/2013 08/25/2013 09/01/2013 09/08/2013 09/15/2013 09/22/2013 09/29/2013 10/06/2013 10/13/2013 10/20/2013 10/27/2013 11/03/2013 11/10/2013 11/17/2013 11/24/2013 12/01/2013 12/08/2013 12/15/2013 12/22/2013 12/29/2013 * PEAK SEASON - 01/05/2013 - 01/12/2013 - 01/19/2013 - 01/26/2013 - 02/02/2013 - 02/09/2013 - 02/16/2013 - 02/23/2013 - 03/02/2013 - 03/09/2013 - 03/16/2013 - 03/23/2013 - 03/30/2013 - 04/06/2013 - 04/13/2013 - 04/20/2013 - 04/27/2013 - 05/04/2013 - 05/11/2013 - 05/18/2013 - 05/25/2013 - U6/01/2013 - 06/08/2013 - 06/15/2013 - 06/22/2013 - 06/29/2013 - 07/06/2013 - 07/13/2013 - 07/20/2013 - 07/27/2013 - 08/03/2013 - 08/10/2013 - 08/17/2013 - 08/24/2013 - 08/31/2013 - 09/07/2013 - 09/14/2013 - 09/21/2013 - 09/28/2013 - 10/05/2013 - 10/12/2013 - 10/19/2013 - 10/26/2013 - 11/02/2013 - 11/09/2013 - 11/16/2013 - 11/23/2013 - 11/30/2013 - 12/07/2013 - 12/14/2013 - 12/21/2013 - 12/28/2013 - 12/31/2013 0.99 1.00 1.02 1.01 1.00 0.99 0.99 0.98 0.98 0.99 0.99 0.99 0.99 0.99 0.99 0.99 1.00 1.00 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.02 1.03 1.04 1.04 1.04 1.03 1.02 1.01 1.00 1.01 1.01 1.01 1.01 1.01 1.00 1.00 0.99 0.99 1.00 1.00 1.00 1.00 1.00 0.99 0.99 0.99 1.00 1.02 1.00 1.01 1.03 1.02 1.01 1.00 1.00 0.99 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.01 1.01 1.02 1.02 1.02 1.021 1.02 1.02 1.02 1.03 1.04 1.05 1.05 1.05 1.04 1.03 1.02 1.01 1.02 1.02 1.02 1.02 1.02 1.01 1.01 1.00 1.00 1.01 1.01 1.01 1.01 1.01 1.00 1.00 1.00 1.01 1.03 18-FEB-2014 08:46:31 830UPD 6 8701 PKSEASON.TXT SW 5TH STREET & SW 4TH AVENUE MIAMI, FLORIDA COUNTED BY: JUAN RAMIREZ NOT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00140109 Start Date: 05/28/14 File I.D. : SSTR 4AV Page : 1 SW 4TH AVENUE From North Right Thru UTurn Date 05/28/14 07:30 5 07:45 3 08:00 7 08:15 8 Hr Total 23 08:30 12 08:45 1 09:00 2 09:15 2 Hr Total 17 * BREAK 15:30 0 15:45 0 16:00 7 16:15 9 Hr Total 16 16:30 15 16:45 7 17:00 13 17:15 9 Hr Total 44 17:30 6 17:45 5 Hr Total 11 ISW 5TH STREET 'From East 1SW 4TH AVENUE 'From South Left Right Thru UTurn Left I Right Thru UTurn 1SW 5TH STREET (From West Left 1 Right Thru UTurn Left 1 Total 53 0 1 7 2 0 1 1 15 57 0 2 16 3 0 1 0 12 75 0 7 18 1 0 2 0 22 75 0 6 1 15 3 0 2 4 19 260 0 16 1 56 9 0 6 5 68 50 1 6 16 2 0 2 0 15 44 0 2 6 2 0 1 1 14 35 0 5 9 1 0 2 0 11 23 0 3 1 5 4 0 0 1 0 4 152 1 16 36 9 0 5 1 1 44 0 0 38 25 63 0 1 9 5 0 9 109 0 0 9 5 0 10 118 0 4 12 2 0 10 160 0 12 1 11 3 0 17 175 O 17 41 15 0 46 562 0 2 16 6 0 5 133 O 1 7 2 0 5 86 O 1 10 3 0 6 85 0 1 1 9 2 0 1 1 54 O 5 1 42 13 0 17 358 0 0 0 0 0 0 0 8 12 20 0 0 15 16 31 0 0 6 7 13 0 0 0 0 0 0 0 1 3 4 0 0 2 1 3 0 0 17 16 33 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 6 8 0 3 111 7 5 0 4 106 13 13 0 7 1 217 28 0 15 22 9 0 5 0 17 0 2 8 4 0 4 129 29 0 10 1 16 7 0 1 1 0 17 0 1 13 5 0 6 1 112 34 2 11 1 21 7 1 4 1 4 15 0 2 10 7 0 6 1 137 39 0 14 1 16 1 0 5 1 0 21 0 5 10 9 0 7 1 136 130 2 50 1 75 24 1 15 1 4 70 0 10 41 25 0 23 1 514 45 0 11 1 19 4 0 5 1 5 23 0 1 8 6 0 4 1 137 52 0 22 1 23 9 0 7 1 3 27 0 1 6 7 0 10 1 172 97 0 33 1 42 13 0 12 1 8 50 0 2 14 13 0 14 1 309 *TOTAL* 111 702 3 135 1 240 68 1 42 1 21 265 0 35 151 79 0 107 1 1960 SW 5TH STREET & SW 4TH AVENUE MIAMI, FLORIDA COUNTED BY: JUAN RAMIREZ NOT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code 00140109 Start Date: 05/28/14 File I.D. : SSTR 4AV Page : 2 SW 4TH AVENUE ISW 5TH STREET ISW 4TH AVENUE ISW 5TH STREET From North From East IFrom South 'From West I I I I Right Thru UTurn Left I Right Thru UTurn Left Right Thru UTurn Left Right Thru UTurn Left I Total Date 05/28/14 Peak Hour Analysis By Entire Intersection for the Period: 07:30 to 09:30 on 05/28/14 Peak start 07:45 07:45 07:45 07:45 Volume 30 257 1 21 65 9 0 7 4 68 0 18 48 16 0 42 Percent 10% 83% 0% 7% 80% 11% 0% 9% 4% 76% 0% 20% 45% 15% 0% 40% ' Pk total 309 81 90 106 Highest 08:00 08:00 08:15 08:15 Volume 7 75 0 7 I 18 1 0 24 19 0 12 ' 11 3 0 17 Hi total 89 21 ' 35 31 PHF .87 .96 .64 .85 SW 5TH STREET 18 9 30 57 0 30 0 30 I 42 42 16 SW 4TH AVENUE 257 257 309 22 22 16 106 48 48 J 0 163 484 42 68 65 0 175 0 • ALL VEHICLES Intersection Total 586 402 7 18 257 48 312 18 SW 4TH AVENUE 123 65 65 81 9 90 68 68 9 7 7 42 SW 5TH STREET 0 0 22 16 4 SW 5TH STREET & SW 4TH AVENUE MIAMI, FLORIDA COUNTED BY: JUAN RAMIREZ NOT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code 00140109 Start Date: 05/28/14 File I.D. 5STR_4AV Page : 3 SW 4TH AVENUE ISW 5TH STREET ISW 4TH AVENUE ISW 5TH STREET From North 'From East (From South 'From West ' I I I I Right Thru UTurn Left I Right Thru UTurn Left Right Thru UTurn Left Right Thru UTurn Left I Total Date 05/28/14 Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 05/28/14 Peak start 17:00 17:00 17:00 17:00 I Volume 33 170 2 58 79 21 1 21 12 86 0 9 34 29 0 27 I Percent 13% 65% 1% 22% 65% 17% 1% 17% 11% 80% 0% 8% 38% 32% 0% 30% I Pk total 263 122 107 90 Highest 17:45 17:45 17:45 17:15 I Volume 5 52 0 22 I 23 9 0 7 3 27 0 1 10 9 0 7 I Hi total 79 39 31 26 I PHF .83 .78 .86 .87 I SW 5TH STREET 9 21 33 63 0 • 33 0 33 27 27 1 29 SW 4TH AVENUE 170 170 263 29 90 34 34 0 1 153 60 60 455 27 86 79 192 0 • ALL VEHICLES Intersection Total 582 22 170 34 226 333 9 9 SW 4TH AVENUE 223 0 79 79 122 21 107 • 86 86 21 22 22 101 SW 5TH STREET 12 0 12 0 60 29 12 SW 5TH STREET & SW 4TH AVENUE MIAMI, FLORIDA COUNTED BY: JUAN RAMIREZ NOT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 PEDESTRIANS Site Code : 00140109 Start Date: 05/28/14 File I.D. : SSTR 4AV Page : 1 SW 4TH AVENUE From North Peds Right Thru Date 05/28/14 07:30 0 0 0 07:45 1 0 0 08:00 0 0 0 08:15 0 0 0 Hr Total 1 0 0 08:30 0 0 0 08:45 1 0 0 09:00 0 0 0 09:15 0 0 0 Hr Total 1 0 0 * BREAK * 15:30 0 15:45 0 16:00 1 16:15 0 Hr Total 1 16:30 0 16:45 0 17:00 1 17:15 0 Hr Total 1 17:30 0 17:45 1 Hr Total 1 0 0 0 0 0 0 0 0 0 0 0 0 0 ISW 5TH STREET !From East ISW 4TH AVENUE 'From South ISW 5TH STREET (From West Left Peds Right Thru Left 1 Peds Right Thru Left 1 Peds Right Thru Left Total 0 0 0 0 0 0 0 0 0 0 1 1 3 1 6 3 2 2 2 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 2 0 2 0 0 0 1 6 0 7 0 0 0 10 0 1 1 0 0 0 f 2 0 1 11 0 0 0 20 0 0 0 0 0 0 0 0 0 1 5 5 0 0 0 1 8 2 0 0 0 I 4 1 0 0 0 1 3 8 0 0 0 20 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 1 2 3 0 6 2 1 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 0 1 0 2 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3 4 6 2 7 3 18 0 0 0 0 0 0 0 0 0 0 O 0 1 0 0 0 1 0 0 0 1 3 0 0 ! 5 O 0 1 8 0 0 1 8 O 0 1 4 O 0 12 0 0 ! 3 0 0 1 27 1 0 0 0 1 3 8 0 0 0 1 11 9 0 0 0 1 14 *TOTAL* 5 0 0 0 26 0 0 0 1 8 0 0 0 1 50 0 0 0 89 r i Sw 5 S SW 5TH STREET & SW 3RD AVENUE MIAMI, FLORIDA COUNTED BY: MARISA CRUZ NOT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00140109 Start Date: 05/28/14 File I.D. : 5STR_3AV Page 1 SW 3RD AVENUE ISW 5TH STREET ISW 3RD AVENUE ISW 5TH STREET I From North (From East (From South From West I I I I Right Thru UTurn Left Right Thru UTurn Left I Right Thru UTurn Left I Right Thru UTurn Left I Total Date 05/28/14 07:30 3 2 0 0 I 0 0 0 0 I 0 2 0 5 1 1 0 0 1 1 14 07:45 4 0 0 0 1 0 0 0 0 I 0 2 0 17 I 1 0 0 5 1 29 08:00 0 2 0 0 1 0 0 0 0 4 2 0 17 1 9 1 0 0 I 35 08:15 1 1 0 0 1 0 0 0 0 1 4 3 0 22 1 5 2 0 2 1 40 Hr Total 8 5 0 0 I 0 0 0 0 1 8 9 0 61 1 16 3 0 8 1 118 08:30 2 0 0 0 I 0 1 0 0 I 1 5 0 13 1 8 1 1 1 1 33 08:45 0 2 0 0 I 0 0 0 0 I 1 3 0 9 1 2 0 0 3 I 20 09:00 0 1 0 0 1 1 0 0 0 I 1 3 1 5 1 3 0 0 4 I 19 09:15 4 2 0 0 1 0 0 0 0 1 1 3 1 7 1 1 0 0 4 I 23 Hr Total 6 5 0 0 1 1 1 0 0 1 4 14 2 34 I 14 1 1 12 1 95 * BREAK * 15:30 0 0 0 0 I 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 15:45 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 16:00 2 4 0 2 I 1 2 0 0 1 1 4 1 14 1 4 3 1 7 1 46 16:15 2 6 0 0 1 0 1 0 4 1 4 8 0 25 1 3 0 0 4 1 57 Hr Total 4 10 0 2 1 1 3 0 4 1 5 12 1 39 1 7 3 1 11 1 103 16:30 5 2 0 0 1 0 0 0 0 1 1 3 0 28 1 6 0 0 9 1 54 16:45 5 6 0 0 1 0 2 0 0 1 1 10 0 15 1 1 0 0 9 I 49 17:00 6 8 0 0 1 0 0 0 1 I 1 6 0 15 1 10 0 0 5 I 52 17:15 4 5 0 0 I 0 1 0 0 1 0 6 0 16 1 4 0 1 10 ] 47 Hr Total 20 21 0 0 1 0 3 0 1 1 3 25 0 74 1 21 0 1 33 1 202 17:30 9 8 0 0 I 0 0 0 0 1 1 9 0 18 1 7 0 0 11 1 63 17:45 9 7 0 O 0 3 0 1 1 1 17 0 19 1 11 1 0 15 1 84 Hr Total 18 15 0 0 1 0 3 0 1 I 2 26 0 37 18 1 0 26 147 *TOTAL* 56 56 0 2 I 2 10 0 6 22 86 3 245 I 76 8 3 90 1 665 SW 5TH STREET & SW 3RD AVENUE MIAMI, FLORIDA COUNTED BY: MARISA CRUZ NOT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code 00140109 Start Date: 05/28/14 File I.D. : 5STR 3AV Page : 2 SW 3RD AVENUE ISW 5TH STREET ISW 3RD AVENUE ISW 5TH STREET From North (From East 'From South (From West Right Thru UTurn Left I Right Thru UTurn Left I Right Thru UTurn Left I Right Thru UTurn Left I Total Date 05/28/14 Peak Hour Analysis By Entire Intersection for the Period: 07:30 to 09:30 on 05/28/14 Peak start 07:45 07:45 07:45 07:45 I Volume 7 3 0 0 1 0 1 0 O I 9 12 0 69 1 23 4 1 8 I Percent 70% 30% 0% 0% 0% 100% 0% 0% 10% 13% 0% 77% 64% 11% 3% 22% Pk total 10 1 90 36 Highest 07:45 08:30 08:15 08:30 Volume 4 0 0 0 1 0 1 0 0 I 4 3 0 22 1 8 1 1 1 Hi total 4 1 29 11 PHF .62 .25 .78 .82 SW 5TH STREET 69 1 7 77 0 7 0 7 I 9 9 4 SW 3RD AVENUE 3 3 10 4 36 23 23 0 113 0 0 31 9 12 0 0 21 0 • ALL VEHICLES Intersection Total 137 116 0 69 3 23 26 69 SW 3RD AVENUE 14 90 12 12 0 0 1 0 0 13 SW 5TH STREET 0 0 0 4 9 SW 5TH STREET & SW 3RD AVENUE MIAMI, FLORIDA COUNTED BY: MARISA CRUZ NOT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00140109 Start Date: 05/28/14 File I.D. 5STR 3AV Page 3 SW 3RD AVENUE ISW 5TH STREET ISW 3RD AVENUE ISW 5TH STREET I From North (From East (From South From West I I I I I Right Thru UTurn Left I Right Thru UTurn Left I Right Thru UTurn Left I Right Thru UTurn Left I Total Date 05/28/14 Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 05/28/14 Peak start 17:00 17:00 17:00 17:00 Volume 28 28 0 0 I 0 4 0 2 3 38 0 68 I 32 1 1 41 Percent 50% 50% 0% 0% 0% 67% 0% 33% I 3% 35% 0% 62% 43% 1% 1% 55% Pk total 56 6 109 75 Highest 17:30 17:45 17:45 17:45 Volume 9 8 0 0 I 0 3 0 1 I 1 17 0 19 11 1 0 15 Hi total 17 4 37 27 PHF .82 .38 .74 .69 SW 5TH STREET 68 4 100 28 0 28 0 28 42 42 1 SW 3RD AVENUE 28 28 56 1 75 32 32 0 0 0 136 42 38 0 0 80 0 • ALL VEHICLES 175 10 Intersection Total 246 171 2 68 28 32 62 68 SW 3RD AVENUE 109 38 38 0 0 6 4 4 2 2 4 SW 5TH STREET 0 0 0 1 3 SW 5TH STREET & SW 3RD AVENUE MIAMI, FLORIDA COUNTED BY: MARISA CRUZ NOT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 PEDESTRIANS SW 3RD AVENUE From North Peds Right Date 05/28/14 Site Code : 00140109 Start Date: 05/28/14 File I.D. : 5STR 3AV Page : 1 ISW 5TH STREET ISW 3RD AVENUE ISW 5TH STREET 'From East !From South IFrom West Thru Left 1 Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left I Total 07:30 0 0 0 07:45 0 0 0 08:00 1 0 0 08:15 0 0 0 Hr Total 1 0 0 08:30 0 0 0 08:45 0 0 0 09:00 0 0 0 09:15 0 0 0 Hr Total 0 0 0 * BREAK 15:30 0 15:45 0 16:00 0 16:15 1 Hr Total 1 16:30 0 16:45 0 17:00 2 17:15 0 Hr Total 2 17:30 1 17:45 1 Hr Total 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 2 2 8 3 0 2 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4 0 0 0 1 4 0 0 0 0 3 0 0 0 1 7 4 0 0 0 4 0 0 0 11 1 0 0 0] 4 0 0 0 1 7 5 0 0 0 1 15 0 0 0 1 29 2 1 0 0 3 0 0 0 0 0 0 0 6 0 0 0 11 0 0] 1 0 0 0 1 2 O 0 1 1 0 0 0 I 3 0 0 1 0 0 0 0 1 0 O 0 1 8 0 0 0 1 16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 2 5 0 2 6 0 8 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 1 0 0 0 ] 0 0 O ] 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 2 3 0 5 0 0 0 0 0 O 0 1 0 0 0 0 1 0 O 0 1 0 0 0 0] 0 O 0 9 0 0 0 12 O 0 1 0 0 0 0] 3 O 0 1 9 0 0 0 1 15 O 0 1 5 0 0 0 1 5 O 0 1 0 0 0 0 I 4 O 0 2 0 0 0 13 O 0 1 5 0 0 0 l 5 0 0 1 12 0 0 0 1 27 0 0 0 0 1 5 0 0 0 1 6 1 0 0 0 1 2 0 0 0 1 6 1 0 0 0 1 7 0 0 0 1 12 *TOTAL* 6 0 0 0 1 28 0 0 0( 14 0 0 0] 51 0 0 0 1 99 L� i c,rhe�,,K's rtJt� SG-) 5 s-c' 7 SW 6TH STREET & SW 4TH AVENUE MIAMI, FLORIDA COUNTED BY: EDIE SAPORITTO SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code 00140109 Start Date: 05/28/14 File I.D. : 6STR 4AV Page : 1 SW 4TH AVENUE ISW 6TH STREET 1SW 4TH AVENUE ISW 6TH STREET From North !From East (From South (From West 1 Right Thru UTurn Left I Right Thru UTurn Left 1 Right Thru UTurn Left Right Thru UTurn Left 1 Total Date 05/28/14 07:30 3 55 0 3 13 17 0 5 I 0 0 0 0 1 20 3 0 3 I 122 07:45 6 63 0 5 l 9 15 0 4] 0 0 0 0 1 12 6 0 3 I 123 08:00 13 65 0 5 1 19 17 0 11 0 0 0 0 15 6 0 4 I 155 08:15 8 71 0 3 1 19 20 0 4] 0 0 0 0 1 15 6 0 6 I 152 Hr Total 30 254 0 16 1 60 69 0 24 0 0 0 0 62 21 0 16 I 552 08:30 6 65 0 4 1 12 27 0 11 ] 0 0 0 0 16 4 0 5 I 150 08:45 3 46 0 3 13 22 0 10 0 0 0 0 10 6 0 2 1 115 09:00 4 43 0 2 1 7 12 0 6 1 0 0 0 0 I 12 3 0 4 1 93 09:15 3 29 0 0 1 3 18 0 7 0 0 0 0 I 5 3 0 1 I 69 Hr Total 16 183 0 9 35 79 0 34 ] 0 0 0 0 1 43 16 0 12 I 427 * BREAK * 15:30 0 0 0 0 1 0 0 0 0 1 0 0 0 0] 0 0 0 0 t 0 15:45 0 0 0 0 1 0 0 0 0 1 0 0 0 0] 0 0 0 0] 0 16:00 5 36 0 5 i 19 44 0 11 1 0 0 0 0 I 12 5 0 1 1 138 16:15 16 28 0 3 1 13 61 0 18 1 0 0 0 0] 4 5 0 1 1 149 Hr Total 21 64 0 8 1 32 105 0 29 1 0 0 0 0 16 10 0 2 1 287 16:30 4 33 0 3 18 55 0 20 1 0 0 0 0 10 2 0 4 149 16:45 6 30 0 10 14 59 0 13 0 0 0 0 4 3 0 2 141 17:00 10 34 0 5 i 20 84 0 25 1 0 0 0 0 1 3 4 0 2 187 17:15 4 37 0 14 1 20 73 0 10 1 0 0 0 0 1 5 7 0 3 1 173 Hr Total 24 134 0 32 1 72 271 0 68 1 0 0 0 0 1 22 16 0 11 1 650 17:30 10 34 0 7 l 20 57 0 21 1 0 0 0 0 1 8 5 0 6] 168 17:45 14 49 0 4 1 32 73 0 20 1 0 0 0 0 1 5 17 0 0 214 Hr Total 24 83 0 11 1 52 130 0 41 I 0 0 0 0 I 13 22 0 6 382 *TOTAL* 115 718 0 76 1 251 654 0 196 1 0 0 0 0 156 85 0 47 1 2298 SW 6TH STREET & SW 4TH AVENUE MIAMI, FLORIDA COUNTED BY: EDIE SAPORITTO SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00140109 Start Date: 05/28/14 File I.D. 6STR 4AV Page 2 SW 4TH AVENUE ISW 6TH STREET ISW 4TH AVENUE ISW 6TH STREET From North (From East ]From South (From West Right Thru UTurn Left I Right Thru UTurn Left Right Thru UTurn Left Right Thru UTurn Left I Total Date 05/28/14 Peak Hour Analysis By Entire Intersection for the Period: 07:30 to 09:30 on 05/28/14 Peak start 07:45 07:45 07:45 J 07:45 Volume 33 264 0 17 59 79 0 30 0 0 0 0 58 22 0 18 Percent 11% 84% 0% 5% 1 35% 47% 0% 18% 0% 0% 0% 0% 59% 22% 0% 18% Pk total 314 168 0 98 Highest 08:00 08:30 07:30 08:15 Volume 13 65 0 5 1 12 27 0 11 1 0 0 0 0 1 15 6 0 6 Hi total 83 50 0 27 PHF .95 .84 .0 .91 SW 6TH STREET 0 79 112 33 0 33 0 33 I 18 18 22 SW 4TH AVENUE 264 264 314 22 98 58 58 J 0 210 17 17 391 18 0 59 77 0 • ALL VEHICLES Intersection Total 580 352 30 0 264 58 352 0 SW 4TH AVENUE 207 0 59 59 168 79 0 0 0 79 30 30 39 SW 6TH STREET 0 0 17 22 0 SW 6TH STREET & SW 4TH AVENUE MIAMI, FLORIDA COUNTED BY: EDIE SAPORITTO SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code 00140109 Start Date: 05/28/14 File I.D. : 6STR_4AV Page 3 SW 4TH AVENUE ISW 6TH STREET ISW 4TH AVENUE ISW 6TH STREET From North From East (From South (From West I I Right Thru UTurn Left I Right Thru UTurn Left I Right Thru UTurn Left I Right Thru UTurn Left Total Date 05/28/14 Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 05/28/14 Peak start 17:00 17:00 17:00 17:00 Volume 38 154 0 30 I 92 287 0 76 0 0 0 0 21 33 0 11 Percent 17% 69% 0% 14% 20% 63% 0% 17% 0% 0% 0% 0% 32% 51% 0% 17% Pk total 222 455 0 65 Highest 17:45 17:00 07:30 17:45 Volume 14 49 0 4 20 84 0 25 0 0 0 0 5 17 0 0 Hi total 67 129 0 22 PHF .83 .88 .0 .74 SW 6TH STREET 0 287 325 38 0 38 0 38 11 11 33 SW 4TH AVENUE 154 154 222 33 65 21 21 0 1 390 30 30 325 11 0 92 103 0 ALL VEHICLES Intersection Total 742 251 76 0 154 21 251 0 SW 4TH AVENUE 518 0 92 92 455 287 0 0 0 287 76 76 63 SW 6TH STREET 0 0 30 33 0 SW 6TH STREET & SW 4TH AVENUE MIAMI, FLORIDA COUNTED BY: EDIE SAPORITTO SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 PEDESTRIANS Site Code : 00140109 Start Date: 05/28/14 File I.D. : 6STR 4AV Page 1 SW 4TH AVENUE ISW 6TH STREET 1SW 4TH AVENUE ISW 6TH STREET I From North 'From East IFrom South 'From West I I I Peds Right Thru Left Peds Right Thru Left 1 Peds Right Thru Left 1 Peds Right Thru Left 1 Total Date 05/28/14 ". 07:30 5 0 0 0 1 0 0 0 05 0 0 0' 1 0 0 0' 11 07:45 3 0 0 0 1 0 0 0 0 1 3 0 0 0 I 1 0 0 0' 7 08:00 6 0 0 0' 0 0 0 0 1 2 0 0 0 1 3 0 0 0 1 11 08:15 4 0 0 0 1 0 0 0 0 1 5 0 0 0 1 0 0 0 0' 9 Hr Total 18 0 0 0 1 0 0 0 0' 15 0 0 0 1 5 0 0 0 I 38 08:30 8 0 0 0 I 0 0 0 0 I 2 0 0 0 I 3 0 0 0' 13 08:45 1 0 0 0 1 0 0 0 0 1 8 0 0 0 I 8 0 0 0 1 17 09:00 6 0 0 0' 0 0 0 0 1 1 0 0 0 1 3 0 0 0 I 10 09:15 10 0 0 0] 1 0 0 0 1 4 0 0 0' 2 0 0 0] 17 Hr Total 25 0 0 0 1 1 0 0 0 1 15 0 0 0 1 16 0 0 0' 57 * BREAK 15:30 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 15:45 0 0 0 0 1 0 0 0 0 I 0 0 0 0 1 0 0 0 0 I 0 16:00 3 0 0 0 1 0 0 0 0] 2 0 0 0 1 1 0 0 0 1 6 16 : 15 4 0 0 0 1 0 0 0 0 1 3 0 0 0! 1 0 0 0 1 8 Hr Total 7 0 0 0 1 0 0 0 0 1 5 0 0 0 1 2 0 0 0 1 14 16:30 4 0 0 0 1 0 0 0 0 I 2 0 0 0 1 2 0 0 0' 8 16:45 4 0 0 0 I 0 0 0 0 1 2 0 0 0 1 2 0 0 0 1 8 17:00 1 0 0 0 1 3 0 0 0 I 6 0 0 0 1 3 0 0 0 I 13 17 : 15 4 0 0 0 1 4 0 0 0] 5 0 0 0 1 2 0 0 0] 15 Hr Total 13 0 0 0 1 7 0 0 0 1 15 0 0 0 I 9 0 0 0 1 44 17:30 1 0 0 0 1 0 0 0 0 1 4 0 0 0 1 3 0 0 0' 8 17:45 2 0 0 0 1 0 0 0 0 1 5 0 0 0' 5 0 0 0! 12 Hr Total 3 0 0 0 1 0 0 0 0 1 9 0 0 0 1 8 0 0 0 I 20 *TOTAL* 66 0 0 0 1 8 0 0 0 1 59 0 0 0 1 40 0 0 0 1 173 3 Sw(0sr. " kc AVIS a.) 3 kod lc; vl A.Yu. i � t=th <id k. M&cj zB ( iv 14 4%1 rauivN ��. L (10 S SW 6TH STREET & SW 3RD AVENUE MIAMI, FLORIDA COUNTED BY: AMBER PALOMINO NOT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00140109 Start Date: 05/28/14 File I.D. : 6STR_3AV Page : 1 SW 3RD AVENUE ISW 6TH STREET ISW 3RD AVENUE !SW 6TH STREET I From North !From East (From South (From West I I I I Right Thru UTurn Left ! Right Thru UTurn Left I Right Thru UTurn Left I Right Thru UTurn Left I Total Date 05/28/14 _. 07:30 3 0 0 0 I 0 2 0 0 I 2 7 0 24 ! 0 1 1 0 I 40 07:45 1 0 0 0 I 1 1 0 0 I 3 19 0 22 ! 1 1 0 2 I 51 08:00 6 1 0 3! 0 3 0 0 I 3 22 0 26 ! 0 2 0 2 I 68 08:15 7 0 0 0] 0 0 0 0 I 2 27 0 33 1 0 2 0 1 I 72 Hr Total 17 1 0 3 1 6 0 0 I 10 75 0 105 I 1 6 1 5 231 08:30 7 0 0 0 I 0 3 0 0! 1 17 0 32 I 0 3 0 1 1 64 08:45 2 0 0 3 I 0 4 0 0 I 3 13 0 30 ! 1 2 0 2 I 60 09:00 2 1 0 3 I 0 4 0 0 I 3 8 0 24 ! 0 0 0 2 I 47 09:15 2 0 0 3 1 2 3 0 0 I 4 13 0 13 ] 1 2 0 1 j 44 Hr Total 13 1 0 9 1 2 14 0 0 1 11 51 0 99 1 2 7 0 6 I 215 * BREAK * 15:30 0 0 0 0 I 0 0 0 0! 0 0 0 0 I 0 0 0 0 I 0 15:45 0 0 0 0! 0 0 0 0] 0 0 0 0 I 0 0 0 0! 0 16:00 10 1 0 2 I 1 4 0 0! 1 20 0 47 I 0 3 0 3 I 92 16:15 13 0 0 0 1 2 3 0 0 1 0 32 0 71 1 1 2 0 3 1 127 Hr Total 23 1 0 2 1 3 7 0 0 1 1 52 0 118 1 1 5 0 6 1 219 16:30 7 0 0 1 I 1 7 0 0 I 0 30 0 67 I 0 1 0 1 1 115 16:45 8 0 0 2 I 2 2 0 0 I 1 25 0 74 ! 0 2 0 2 I 118 17:00 19 0 0 1 I 1 6 0 0 I 2 22 0 100 ! 0 2 1 1 I 155 17:15 9 0 0 1 I 0 3 0 0! 0 20 0 70 ] 1 4 2 4 1 114 Hr Total 43 0 0 5 1 4 18 0 0 1 3 97 0 311 1 1 9 3 8 1 502 17:30 16 1 0 0 I 0 3 0 0 I 2 27 0 69 1 0 1 1 3 I 123 17:45 19 0 0 3 I 2 6 0 0 I 0 30 0 91 1 2 2 0 6 j 161 Hr Total 35 1 0 3 1 2 9 0 0 1 2 57 0 160 I 2 3 1 9 1 284 *TOTAL* 131 4 0 22 1 12 54 0 0 1 27 332 0 793 1 7 30 5 34 1 1451 SW 6TH STREET & SW 3RD AVENUE MIAMI, FLORIDA COUNTED BY: AMBER PALOMINO NOT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00140109 Start Date: 05/28/14 File I.D. 6STR 3AV Page : 2 SW 3RD AVENUE ISW 6TH STREET ISW 3RD AVENUE ISW 6TH STREET 1 From North (From East 'From South IFrom West 1 Right Thru UTurn Left I Right Thru UTurn Left I Right Thru UTurn Left I Right Thru UTurn Left I Total Date 05/28/14 Peak Hour Analysis By Entire Intersection for the Period: 07:30 to 09:30 on 05/28/14 Peak start 08:00 ] 08:00 08:00 08:00 Volume 22 1 0 6 1 0 10 0 0 1 9 79 0 121 1 1 9 0 6 Percent 76% 3% 0% 21% 0% 100% 0% 0% 4% 388 0% 58% 6% 56% 0% 38% Pk total 29 10 209 16 Highest 08:00 08:45 08:15 08:45 Volume 6 1 0 3 1 0 4 0 0 1 2 27 0 33 I 1 2 0 2 Hi total 10 4 62 5 PHF .72 .62 .84 .80 SW 6TH STREET 121 10 153 22 0 22 0 22 I 6 6 9 SW 3RD AVENUE 1 1 29 9 16 1 1 0 169 6 6 114 6 79 0 0 85 0 • ALL VEHICLES Intersection Total 264 211 0 121 1 1 2 121 SW 3RD AVENUE 34 0 0 10 10 209 79 79 10 0 0 24 SW 6TH STREET 0 0 6 9 9 SW 6TH STREET & SW 3RD AVENUE MIAMI, FLORIDA COUNTED BY: AMBER PALOMINO NOT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00140109 Start Date: 05/28/14 File I.D. : 6STR 3AV Page : 3 SW 3RD AVENUE SSW 6TH STREET 1SW 3RD AVENUE lSW 6TH STREET From North (From East 1From South IFrom West Right Thru UTurn Left I Right Thru UTurn Left Right Thru UTurn Left I Right Thru UTurn Left I Total Date 05/28/14 Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 05/28/14 Peak start 17:00 17:00 17:00 17:00 Volume 63 1 0 5 1 3 18 0 0 1 4 99 0 330 1 3 9 4 14 Percent 91% 1% 0% 7% 14% 86% 0% 0% 1% 23% 0% 76% 10% 30% 13% 47% Pk total 69 21 433 30 Highest 17:45 17:45 17:00 17:15 Volume 19 0 0 3 1 2 6 0 0 1 2 22 0 100 1 1 4 2 4 Hi total 22 8 124 11 PHF .78 .66 .87 .68 SW 6TH STREET 330 18 411 63 0 63 0 63 I 18 18 9 SW 3RD AVENUE 1 1 69 5 9 30 3 3 0 441 5 189 18 99 3 120 0 • ALL VEHICLES Intersection Total 553 437 0 330 1 3 4 330 SW 3RD AVENUE 39 0 3 3 21 18 433 • 99 99 18 0 0 18 SW 6TH STREET 0 0 5 9 4 SW 6TH STREET & SW 3RD AVENUE MIAMI, FLORIDA COUNTED BY: AMBER PALOMINO NOT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 PEDESTRIANS SW 3RD AVENUE ISW 6TH STREET From North 'From East 1SW 3RD AVENUE (From South Site Code 00140109 Start Date: 05/28/14 File I.D. 6STR 3AV Page : 1 ISW 6TH STREET !From West Peds Right Thru Left 1 Peds Right Thru Left Peds Right Thru Left 1 Peds Right Date 05/28/14 Thru Left 1 Total 07:30 4 0 0 02 0 0 0' 7 0 0 0 1 2 0 0 0 1 15 07:45 5 0 0 0 1 6 0 0 0 1 7 0 0 0 1 0 0 0 0 1 18 08:00 6 0 0 0 1 7 0 0 0 1 1 0 0 0 2 0 0 0 1 16 08:15 7 0 0 0 1 3 0 0 0 1 3 0 0 0 1 3 0 0 0 1 16 Hr Total 22 0 0 0 I 18 0 0 0 1 18 0 0 0 1 7 0 0 0 1 65 08:30 3 0 0 0 1 2 0 0 0' 5 0 0 0 1 3 0 0 0 1 13 08:45 0 0 0 0' 2 0 0 0! 1 0 0 0 1 0 0 0 0 3 09:00 6 0 0 0 1 7 0 0 0 I 1 0 0 0 1 2 0 0 0 1 16 09:15 0 0 0 0 1 3 0 0 0] 6 0 0 0 3 0 0 0 l 12 Hr Total 9 0 0 0 1 14 0 0 0 1 13 0 0 0 I 8 0 0 0 1 44 * BREAK * 15:30 0 0 0 0 1 0 0 0 0' 0 0 0 0 1 0 0 0 0 1 0 15:45 0 0 0 0' 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 16:00 3 0 0 0 1 0 0 0 0 1 2 0 0 0' 5 0 0 0 10 16 : 15 4 0 0 0 1 1 0 0 0] 1 0 0 0 1 2 0 0 0 J 8 Hr Total 7 0 0 0 1 1 0 0 0 1 3 0 0 0 1 7 0 0 0 I 18 16:30 7 0 0 0 1 5 0 0 0 1 2 0 0 0 1 7 0 0 0 1 21 16:45 3 0 0 0' 2 0 0 0 1 0 0 0 1 2 0 0 0 1 8 17:00 1 0 0 0 1 3 0 0 0 3 0 0 0! 1 0 0 0 1 8 17:15 7 0 0 0 1 3 0 0 0 1 2 0 0 0 6 0 0 0 1 18 Hr Total 18 0 0 0 1 13 0 0 0 1 8 0 0 0 1 16 0 0 0 1 55 17:30 5 0 0 0 1 0 0 0 0 0 0 0 1 7 0 0 0 1 13 17:45 4 0 0 0 1 5 0 0 0 1 2 0 0 0] 2 0 0 0 1 13 Hr Total 9 0 0 0 1 6 0 0 0 1 2 0 0 0 1 9 0 0 0 1 26 *TOTAL* 65 0 0 0 1 52 0 0 0 1 44 0 0 0 1 47 0 0 0 1 208 ro ST D � r1^arte I`1 taYvl i Fi.o cam. froj2 2-0 14 fawo (91 ?c0 to-r s;yatizec1, SW 7TH STREET & SW 4TH AVENUE/I-95 RAMP MIAMI, FLORIDA COUNTED BY: ISIDRO GONZALEZ SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Study Name: 7STR_4AV Site Code : 00140109 Start Date: 05/28/14 Page : 1 ALL VEHICLES ISW 4TH AVENUE ]FROM SB I-95 ]SW 7TH STREET 'SW 4TH AVENUE ISW 7TH STREET 'From North ]From Northeast ]From East 'From South 'From West Start I HARD I HARD' ] 1 ]Intvl Time 1 LEFT Left Thru Right] Left Thru Right RIGHTIUTurn Left Thru Right] UTurn Left Thru RightlUTurn Left Thru Right]Total 05/28/14 I I I I I 07:30] 0 0 71 6] 0 254 80 01 0 149 72 01 0 0 0 r 0 0 0 01 632 07:45I 0 0 67 31 0 294 109 OI 0 147 77 OI 0 0 0 01 0 0 0 01 697 Hour' 0 0 138 91 0 548 189 01 0 296 149 01 0 0 0 01 0 0 0 01 1329 I I I ] I ] 08:00] 0 0 87 51 0 281 110 0] 0 166 84 0' 0 0 0 0] 0 0 0 01 733 08:15' 0 0 80 4] 0 388 120 0] 0 140 93 0' 0 0 0 01 0 0 0 01 825 08:301 0 0 90 21 0 356 73 01 0 149 95 01 0 0 0 01 0 0 0 0] 765 08:45I 0 0 68 41 0 390 85 01 0 153 96 01 0 0 0 0! 0 0 0 OI 796 Hour 0 0 325 151 0 1415 388 01 0 608 368 01 0 0 0 01 0 0 0 0' 3119 I 09:00]] 0 0 63 4]I 0 349 81 0' 0 148 132 0' 0 0 0 01 0 0 0 0I 777 09:15I 0 0 38 21 0 375 79 01 0 141 89 01 0 0 0 01 0 0 0 0] 724 [BREAKI I 1 I I Hour 0 0 101 61 0 724 160 01 0 289 221 0] 0 0 0 OI 0 0 0 01501 I I I ] ] [BREAKI I 1 I 1 I 16:00I 0 0 36 41 0 222 182 0] 0 135 175 0I 0 0 0 0' 0 0 0 0I 754 16:15' 0 0 38 6] 0 229 203 0] 0 121 167 0' 0 0 0 01 0 0 0 01 764 16:30] 0 0 50 4] 0 238 211 0' 0 118 185 0] 0 0 0 0I 0 0 0 0' 806 16:451 0 0 45 3] 0 241 199 0I 0 126 172 01 0 0 0 OI 0 0 0 0I 786 Hour] 0 0 169 171 0 930 795 0I 0 500 699 0I 0 0 0 01 0 0 0 01 3110 I I I I ] I 17:00I 0 0 52 81 0 238 213 0I 0 114 176 0I 0 0 0 0I 0 0 0 0I 801 17:15' 0 0 46 61 0 263 204 01 0 128 182 0' 0 0 0 01 0 0 0 0I 829 17:30I 0 0 54 21 0 271 226 0I 0 125 179 0] 0 0 0 0] 0 0 0 0I 857 17:451 0 0 61 81 0 250 170 0I 0 113 187 OI 0 0 0 01 0 0 0 01 789 Hour' 0 0 213 241 0 1022 813 0' 0 480 724 0I 0 0 0 01 0 0 0 0I 3276 I I I I I I Total' 0 0 946 71' 0 4639 2345 0] 0 2173 2161 01 0 0 0 01 0 0 0 0112335 % Apr.' - 93.0 6.9] - 66.4 33.5 -] - 50.1 49.8 -I - -I - - - -] % Int.' - 7.6 0.5] - 37.6 19.0 -] - 17.6 17.5 -I - -I - - -] I ] I ] I I I ] I I I I SW 7TH STREET & SW 4TH AVENUE/I-95 RAMP MIAMI, FLORIDA COUNTED BY: ISIDRO GONZALEZ SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Study Name: 7STR_4AV Site Code : 00140109 Start Date: 05/28/14 Page 2 ALL VEHICLES 1SW 4TH AVENUE 1FROM SB I-95 ISW 7TH STREET 1SW 4TH AVENUE ]SW 7TH STREET (From North 'From Northeast 'From East 1From South From West Start 1 HARD I HARDY I I lIntvl Time I LEFT Left Thru Right' Left Thru Right RIGHTIUTurn Left Thru RightlUTurn Left Thru RightlUTurn Left Thru RightITotal Peak Hour Analysis By Entire Intersection for the Period: 07:30 on 05/28/14 to 09:15 on 05/28/14 Time 08:15 108:15 108:15 108:15 108:15 Vol. ( 0 0 301 141 0 1483 359 01 0 590 416 01 0 0 0 01 0 0 0 OI Pct. 0.0 0.0 95.5 4.41 0.0 80.5 19.4 0.01 0.0 58.6 41.3 0.01 0.0 0.0 0.0 0.01 0.0 0.0 0.0 0.01 Total 315 11842 11006 I 0 1 0 High 08:30 108:15 109:00 109:00 109:00 Vol. 0 0 90 21 0 388 120 01 0 148 132 01 0 0 0 01 0 0 0 01 Total 92 I 508 I 280 I 0 I 0 I PHF 10.856 10.906 10.898 10.000 I0.000 SW 7TH STREET SW 4TH AUEMUE 301 14 4 315 05/28/14 08:15am 09:00am 1842 FROM SB I-95 359 1// 789 789 3163 1006 k - 416 2374 1 2374 SW 4TH AUENIJE \F 590 SW 7TH STREET SW 7TH STREET & SW 4TH AVENUE/I-95 RAMP MIAMI, FLORIDA COUNTED BY: ISIDRO GONZALEZ SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Study Name: 7STR_4AV Site Code 00140109 Start Date: 05/28/14 Page : 3 ALL VEHICLES ISW 4TH AVENUE (FROM SB I-95 ISW 7TH STREET ISW 4TH AVENUE ISW 7TH STREET 'From North 1From Northeast 1From East 1From South 1From West Start I HARD 1 HARDI I I IIntvl Time 1 LEFT Left Thru Rightl Left Thru Right RIGHTIUTurn Left Thru RightlUTurn Left Thru RightlUTurn Left Thru RightlTotal Peak Hour Analysis By Entire Intersection for the Period: 16:00 on 05/28/14 to 17:45 on 05/28/14 1 I Time 17:00 117:00 117:00 117:00 117:00 I Vol. 0 0 213 241 0 1022 813 01 0 480 724 01 0 0 0 01 0 0 0 01 Pct. I 0.0 0.0 89.8 10.11 0.0 55.6 44.3 0.01 0.0 39.8 60.1 0.01 0.0 0.0 0.0 0.01 0.0 0.0 0.0 0.01 Total 237 11835 11204 I 0 I 0 I High 17:45 117:30 117:15 117:15 117:15 I Vol. 0 0 61 81 0 271 226 01 0 128 182 of 0 0 0 01 0 0 0 01 Total 69 I 497 I 310 1 0 I 0 I PHF 10.859 10.923 10.971 10.000 0.000 SW 4TH AVENUE 213 24 1 237 SW 7TH STREET 05/28/14 05 : 00pm 05:45pM 1561 E— 1561 3276 1715 4, 1715 SW 4TH AUENUE 1835 FROM SB I-95 813 1 // 1204 - 724 sv 480 SW 7TH STREET SW 7TH STREET & SW 4TH AVENUE/I-95 RAMP MIAMI, FLORIDA COUNTED BY: ISIDRO GONZALEZ SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Study Name: 7STR_4AV Site Code 00140109 Start Date: 05/28/14 Page : 1 PEDESTRIANS ]SW 4TH AVENUE 4i �.-9) ]SW 7TH STREET 1SW 4TH AVENUE 1SW 7TH STREET From North r�i,/`Y 6 rn / -� i� I From East I From South I From West Start !/SlIntvl. Time 1 Left Thru Right Pedsl Left Thru Right Pedal Left Thru Right Peds! Left Thru Right Pedsl Total 05/28/14 ] 07:301 0 0 0 4] 0 0 0 1] 0 0 0 01 0 0 0 0] 5 07:451 0 0 0 3] 0 0 0 01 0 0 0 01 0 0 0 11 4 Hour] 0 0 0 7] 0 0 0 1] 0 0 0 0] 0 0 0 11 9 1 08 : 001 0 0 0 51 0 0 0 11 0 0 0 0] 0 0 0 1] 7 08:151 0 0 0 11 0 0 0 01 0 0 0 11 0 0 0 1] 3 08:30] 0 0 0 71 0 0 0 2] 0 0 0 01 0 0 0 2] 11 08:45 1 0 0 0 41 0 0 0 1] 0 0 0 01 0 0 0 0] 5 Hour] 0 0 0 17] 0 0 0 4] 0 0 0 1] 0 0 0 41 26 1 09: 001 0 0 0 11 0 0 0 01 0 0 0 0] 0 0 0 0] 1 09:151 0 0 0 61 0 0 0 11 0 0 0 01 0 0 0 1] 8 [BREAK]] 1 Hour] 0 0 0 7] 0 0 0 1] 0 0 0 0] 0 0 0 11 9 1 [BREAK] 1 1 16:001 0 0 0 11 0 0 0 01 0 0 0 11 0 0 0 0] 2 16:151 0 0 0 31 0 0 0 11 0 0 0 31 0 0 0 2] 9 16:301 0 0 0 31 0 0 0 21 0 0 0 01 0 0 0 31 8 16:451 0 0 0 31 0 0 0 11 0 0 0 11 0 0 0 11 6 Hour' 0 0 0 101 0 0 0 41 0 0 0 5] 0 0 0 61 25 17:001 0 0 0 31 0 0 0 1] 0 0 0 0] 0 0 0 21 6 17:151 0 0 0 11] 0 0 0 1] 0 0 0 3] 0 0 0 11 16 17:30] 0 0 0 10] 0 0 0 5] 0 0 0 0] 0 0 0 10] 25 17:45] 0 0 0 61 0 0 0 ll 0 0 0 21 0 0 0 61 15 Hour' 0 0 0 301 0 0 0 8] 0 0 0 5] 0 0 0 191 62 Total] 0 0 0 711 0 0 0 18] 0 0 0 11] 0 0 0 31] 131 % Apr. 1 - - - 100.0] - 100.0] - - - 100.O] - - 100.0] % Int. ] - - - 54.1] - - - 13.7] - - 8.3] - - - 23.61 4 sou-04 k Ct D1S I as\ i V(%; M1arytFc.or:,dck. 4a24 (26 cfraAAJ 61; LAA,((s PoJ000to s�cJnscx,(;cZed �,n SW 7TH STREET & SW 3RD AVENUE MIAMI, FLORIDA COUNTED BY: LUIS PALOMINO SIGANLIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00140109 Start Date: 05/28/14 File I.D. 7STR 3AV Page 1 SW 3RD AVENUE ISW 7TH STREET ISW 3RD AVENUE ISW 7TH STREET I From North IFrom East (From South IFrom West I I I Right Thru UTurn Left Right Thru UTurn Left Right Thru UTurn Left I Right Thru UTurn Left I Total Date 05/28/14 07:30 0 0 0 0 15 186 0 81 0 16 1 22 0 0 0 0 321 07:45 0 0 0 0 19 208 0 73 0 29 0 33 0 0 0 0 362 08:00 0 0 0 0 22 230 0 76 0 29 1 27 I 0 0 0 0 385 08:15 0 0 0 0 23 223 0 70 0 39 1 30 1 0 0 0 0 I 386 Hr Total 0 0 0 0 1 79 847 0 300 0 113 3 112 0 0 0 0 1454 08:30 0 0 0 0 28 221 0 72 0 16 0 26 0 0 0 0 363 08:45 0 0 0 0 27 228 0 73 0 16 0 20 0 0 0 0 364 09:00 0 0 0 0 19 234 0 70 I 0 15 0 20 0 0 0 0 358 09:15 0 0 0 0 1 22 205 0 61 1 0 13 1 32 0 0 0 0 1 334 Hr Total 0 0 0 0 96 888 0 276 1 0 60 1 98 0 0 0 0 1419 * BREAK * 15:30 0 0 0 0 I 0 0 0 0 I 0 0 0 0 I 0 0 0 0] 0 15:45 0 0 0 0 I 0 0 0 0 I 0 0 0 0 I 0 0 0 0 I 0 16:00 0 0 0 0 31 257 0 98 0 35 0 47 0 0 0 0 468 16:15 0 0 0 0 1 49 261 0 97 0 60 0 43 1 0 0 0 0 510 Hr Total 0 0 0 0 1 80 518 0 195 1 0 95 0 90 I 0 0 0 0 1 978 16:30 0 0 0 0 55 272 0 117 0 47 0 35 1 0 0 0 0 526 16:45 0 0 0 0 56 261 0 106 0 46 0 43 I 0 0 0 0 512 17:00 0 0 0 0 60 271 0 107 0 54 0 43 I 0 0 0 0 535 17:15 0 0 0 0 1 49 285 0 110 1 0 41 0 37 1 0 0 0 0 1 522 Hr Total 0 0 0 0 1 220 1089 0 440 1 0 188 0 158 1 0 0 0 0 1 2095 17:30 0 0 0 0 49 253 0 105 0 47 0 46 1 0 0 0 0 500 17:45 0 0 0 0 1 71 279 0 107 1 0 52 1 48 1 0 0 0 0 1 558 Hr Total 0 0 0 0 1 120 532 0 212 1 0 99 1 94 I 0 0 0 0 1 1058 *TOTAL* 0 0 0 0 595 3874 0 1423 I 0 555 5 552 I 0 0 0 0 7004 SW 7TH STREET & SW 3RD AVENUE MIAMI, FLORIDA COUNTED BY: LUIS PALOMINO SIGANLIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00140109 Start Date: 05/28/14 File I.D. : 7STR 3AV Page : 2 SW 3RD AVENUE FSW 7TH STREET ISW 3RD AVENUE ISW 7TH STREET From North IFrom East 1From South 1From West 1 Right Thru UTurn Left I Right Thru UTurn Left Right Thru UTurn Left 1 Right Thru UTurn Left I Total Date 05/28/14 Peak Hour Analysis By Entire Intersection for the Period: 07:30 to 09:30 on 05/28/14 Peak start 08:00 08:00 08:00 08:00 Volume 0 0 0 0 100 902 0 291 0 100 2 103 ( 0 0 0 0 Percent 0% 0% 0% 0% 8% 70% 0% 23% 0% 49% 1% 50% 0% 0% 0% 0% Pk total 0 1293 205 0 Highest 07:30 ] 08:00 08:15 07:30 Volume 0 0 0 0 22 230 0 76 0 39 1 30 1 0 0 0 0 Hi total 0 328 70 0 PHF .0 .99 .73 .0 mimmuol •0 0 0 SW 7TH STREET 105 902 0 1,007 0 0 0 0 0 0 0 0 SW 3RD AVENUE 0 0 0 0 1,007 0 1 200 0 100 100 200 0 • ALL VEHICLES 1,293 Intersection Total 1,498 496 291 105 0 0 291 105 SW 3RD AVENUE 0 100 100 1,293 902 205 100 100 902 291 291 0 SW 7TH STREET 0 0 0 0 0 SW 7TH STREET & SW 3RD AVENUE MIAMI, FLORIDA COUNTED BY: LUIS PALOMINO SIGANLIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code 00140109 Start Date: 05/28/14 File I.D. : 7STR 3AV Page : 3 SW 3RD AVENUE ISW 7TH STREET ISW 3RD AVENUE ISW 7TH STREET From North 1From East IFrom South (From West Right Thru UTurn Left 1 Right Thru UTurn Left Right Thru UTurn Left 1 Right Thru UTurn Left 1 Total Date 05/28/14 Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 05/28/14 Peak start 17:00 17:00 17:00 17:00 Volume 0 0 0 0 229 1088 0 429 1 0 194 1 174 0 0 0 0 Percent 0% 0% 0% 0% 1 13% 62% 0% 25% 0% 53% 0% 47% 0% 0% 0% 0% Pk total 0 1746 369 0 Highest 07:30 17:45 17:45 07:30 Volume 0 0 0 0 71 279 0 107 1 0 52 1 48 0 0 0 0 Hi total 0 457 101 0 PHF .0 .96 .91 .0 SW 7TH STREET 175 1,088 0 1,263 0 •0 0 0 0 0 0 0 0 0 0 0 SW 3RD AVENUE 0 0 0 0 0 1,263 423 0 194 229 423 0 • ALL VEHICLES 1,746 Intersection Total 2,115 798 429 175 0 0 429 175 SW 3RD AVENUE 0 229 229 1,746 1,088 369 • 194 194 • 1,088 429 429 0 SW 7TH STREET 0 0 0 0 0 SW 7TH STREET & SW 3RD AVENUE MIAMI, FLORIDA COUNTED BY: LUIS PALOMINO SIGANLIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 PEDESTRIANS Site Code : 00140109 Start Date: 05/28/14 File I.D. 7STR_3AV Page : 1 SW 3RD AVENUE 1SW 7TH STREET 'SW 3RD AVENUE ISM 7TH STREET From North 'From East 'From South 'From West 1 1 Peds Right Thru Left Peds Right Thru Left 1 Peds Right Thru Left 1 Peds Right Thru Left 1 Total Date 05/28/14 -. 07:30 9 0 0 0 1 6 0 0 0 1 3 0 0 0 1 0 0 0 0 1 18 07:45 6 0 0 0 1 10 0 0 0 1 2 0 0 0 1 2 0 0 0 1 20 08:00 7 0 0 0 1 8 0 0 0 1 0 0 0 0 1 1 0 0 0 1 16 08:15 6 0 0 0 1 5 0 0 0 1 0 0 0 0 1 0 0 0 0 1 11 Hr Total 28 0 0 0 I 29 0 0 0 1 5 0 0 0 1 3 0 0 0 I 65 08:30 6 0 0 0 I 2 0 0 0 1 0 0 0 0 1 1 0 0 0 1 9 08:45 8 0 0 0 1 8 0 0 0 1 1 0 0 0 I 2 0 0 0 1 19 09:00 2 0 0 0 1 4 0 0 0 1 2 0 0 0 I 2 0 0 0 1 10 09:15 4 0 0 0 1 3 0 0 0 1 5 0 0 0 1 5 0 0 0 1 17 Hr Total 20 0 0 0 1 17 0 0 0 1 8 0 0 0 1 10 0 0 0 1 55 * BREAK * 15:30 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 0 I 0 15:45 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 0 I 0 16:00 2 0 0 0 1 0 0 0 0 1 4 0 0 0 1 4 0 0 0 1 10 16 : 15 7 0 0 0 1 3 0 0 0 1 2 0 0 0 1 3 0 0 0 1 15 Hr Total 9 0 0 0 1 3 0 0 0 1 6 0 0 0 1 7 0 0 0 1 25 16:30 4 0 0 0 1 7 0 0 0 1 4 0 0 0 1 4 0 0 0 1 19 16:45 6 0 0 0 I 3 0 0 0 1 0 0 0 07 0 0 0 1 16 17:00 8 0 0 0 1 5 0 0 0 1 6 0 0 0 I 3 0 0 0 1 22 17:15 11 0 0 0 1 0 0 0 0 1 3 0 0 0 1 6 0 0 0 1 20 Hr Total 29 0 0 0 1 15 0 0 0 1 13 0 0 0 1 20 0 0 0 1 77 17:30 12 0 0 0 1 7 0 0 0 1 3 0 0 0 1 4 0 0 0 1 26 17:45 6 0 0 0 1 8 0 0 0 1 1 0 0 0 1 2 0 0 0 1 17 Hr Total 18 0 0 0 1 15 0 0 0 1 4 0 0 0 1 6 0 0 0 1 43 *TOTAL* 104 0 0 0 1 79 0 0 0 1 36 0 0 0 1 46 0 0 0 1 265 l i d sc of sr okkiQ\m� Nkk.12.%,/bt4- A(6,,wvk (6. Ls?&ojvO 5�5 n a,(.Z. red SW 7TH STREET & SW 2ND AVENUE MIAMI, FLORIDA COUNTED BY: CARLOS PALOMINO SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00140109 Start Date: 05/28/14 File I.D. 7STR 2AV Page : 1 SW 2ND AVENUE 1SW 7TH STREET ISW 2ND AVENUE ISW 7TH STREET From North From East 'From South 'From West Right Thru UTurn Left I Right Thru UTurn Left 1 Right Thru UTurn Left I Right Thru UTurn Left 1 Total Date 05/28/14 07:30 16 49 0 0 07:45 20 47 0 0 08:00 22 51 0 0 08:15 30 68 0 0 Hr Total 88 215 0 0 08:30 18 53 0 0 08:45 23 72 0 0 09:00 33 56 0 0 09:15 31 57 0 0 Hr Total 105 238 0 0 * BREAK * 34 204 0 20 0 140 0 65 0 0 0 0 528 34 192 0 16 0 158 0 84 0 0 0 0 551 53 254 0 22 0 151 0 72 1 0 0 0 0 625 60 235 0 32 0 152 0 79 0 0 0 0 656 181 885 0 90 0 601 0 300 1 0 0 0 0 2360 66 242 0 36 0 159 0 70 0 0 0 0 644 63 211 0 26 0 164 0 69 0 0 0 0 628 67 218 0 28 1 0 129 0 83 0 0 0 0 614 39 169 0 33 1 0 144 0 84 1 0 0 0 0 557 235 840 0 123 1 0 596 0 306 0 0 0 0 1 2443 15:30 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 I 0 15:45 0 0 0 0 I 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 16:00 57 79 0 0 1 50 283 0 33 1 0 120 0 75 I 0 0 0 0 697 16:15 49 68 0 0 1 53 273 0 27 1 0 99 0 81 1 0 0 0 0 1 650 Hr Total 106 147 0 0 1 103 556 0 60 I 0 219 0 156 1 0 0 0 0 1 1347 16:30 63 88 0 0 1 45 331 0 26 0 126 0 79 0 0 0 0 1 758 16:45 43 91 0 0, 47 309 0 18 0 105 0 67 0 0 0 0 1 680 17:00 69 86 0 0 1 47 307 0 49 1 0 105 0 91 0 0 0 0 1 754 17:15 54 97 0 0 1 52 349 0 37 0 133 0 69 1 0 0 0 0 791 Hr Total 229 362 0 0 I 191 1296 0 130 1 0 469 0 306 1 0 0 0 0 1 2983 17:30 42 65 0 0 1 44 289 0 32 0 106 0 75 0 0 0 0 1 653 17:45 76 75 0 0 1 62 312 0 38 1 0 137 0 84 1 0 0 0 0 1 784 Hr Total 118 140 0 0 I 106 601 0 70 0 243 0 159 1 0 0 0 0 1 1437 *TOTAL* 646 1102 0 0 1 816 4178 0 473 1 0 2128 0 1227 1 0 0 0 0 1 10570 SW 7TH STREET & SW 2ND AVENUE MIAMI, FLORIDA COUNTED BY: CARLOS PALOMINO SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code 00140109 Start Date: 05/28/14 File I.D. : 7STR 2AV Page : 2 SW 2ND AVENUE ISW 7TH STREET ISW 2ND AVENUE 'SW 7TH STREET I From North From East 'From South 'From West I I I Right Thru UTurn Left I Right Thru UTurn Left Right Thru UTurn Left Right Thru UTurn Left I Total Date 05/28/14 Peak Hour Analysis By Entire Intersection for the Period: 07:30 to 09:30 on 05/28/14 Peak start 08:00 08:00 08:00 08:00 I Volume 93 244 0 0 242 942 0 116 0 626 0 290 0 0 0 0 I Percent 28% 72% 0% 0% 19% 72% 0% 9% 0% 68% 0% 32% 0% 0% 0% 0% I Pk total 337 1300 916 0 I Highest 08:15 08:30 08:45 07:30 I Volume 30 68 0 0 66 242 0 36 I 0 164 0 69 0 0 0 0 I Hi total 98 344 233 ( 0 I PHF .86 .94 .98 .0 I SW 7TH STREET 290 942 93 1,325 0 • 93 0 93 0 0 0 0 0 0 0 0 SW 2ND AVENUE 244 244 337 1,325 0 0 1,205 0 626 242 868 0 • ALL VEHICLES 1,300 Intersection Total 2,553 1,276 116 290 244 0 360 290 SW 2ND AVENUE 0 242 242 1,300 942 916 • 626 626 942 116 116 0 SW 7TH STREET 0 0 0 0 0 SW 7TH STREET & SW 2ND AVENUE MIAMI, FLORIDA COUNTED BY: CARLOS PALOMINO SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00140109 Start Date: 05/28/14 File I.D. : 7STR_2AV Page 3 SW 2ND AVENUE ISW 7TH STREET ISW 2ND AVENUE ISW 7TH STREET From North (From East (From South From West I I I I Right Thru UTurn Left I Right Thru UTurn Left I Right Thru UTurn Left I Right Thru UTurn Left I Total Date 05/28/14 Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 05/28/14 Peak start 16:30 16:30 16:30 16:30 Volume 229 362 0 0 191 1296 0 130 0 469 0 306 0 0 0 0 Percent 39% 61% 0% 0% 12% 80% 0% 8% 0% 61% 0% 39% 0% 0% 0% 0% Pk total 591 1617 775 0 Highest 17:00 17:15 16:30 07:30 Volume 69 86 0 0 52 349 0 37 0 126 0 79 0 0 0 0 Hi total 155 438 205 0 PHF .95 .92 .95 .0 • 0 • 229 0 229 1 SW 7TH STREET 306 1,296 229 1,831 0 0 0 0 0 0 0 0 SW 2ND AVENUE 362 362 591 0 0 1,251 0 469 191 660 0 • ALL VEHICLES 1,831 1,617 Intersection Total 2,983 1,267 130 306 362 0 492 306 SW 2ND AVENUE 0 191 191 1,617 1,296 775 469 469 • 1,296 130 130 0 SW 7TH STREET 0 0 0 0 0 SW 7TH STREET & SW 2ND AVENUE MIAMI, FLORIDA COUNTED BY: CARLOS PALOMINO SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 PEDESTRIANS Site Code : 00140109 Start Date: 05/28/14 File I.D. : 7STR_2AV Page 1 SW 2ND AVENUE From North 1SW 7TH STREET From East ISW 2ND AVENUE (From South ISW 7TH STREET 1 'From West 1 Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left I Total Date 05/28/14 07:30 9 0 0 0 I 3 0 0 0 I 3 0 0 0 1 2 0 0 0 17 07:45 10 0 0 0 I 12 0 0 0 1 6 0 0 0 1 4 0 0 0 1 32 08:00 7 0 0 0 I 2 0 0 0 1 3 0 0 0 1 0 0 0 0 1 12 08:15 5 0 0 0 l 1 0 0 0 1 4 0 0 0 1 5 0 0 0 1 15 Hr Total 31 0 0 0 I 18 0 0 0 1 16 0 0 0 1 11 0 0 0 1 76 08:30 11 0 0 0 I 0 0 0 0 1 3 0 0 0 1 4 0 0 0 1 18 08:45 11 0 0 0 1 2 0 0 0 1 0 0 0 0 1 3 0 0 0 1 16 09:00 7 0 0 0 1 5 0 0 0 1 4 0 0 0 1 5 0 0 0 1 21 09:15 6 0 0 0 1 10 0 0 0 1 3 0 0 0 1 6 0 0 0 1 25 Hr Total 35 0 0 0 1 17 0 0 0 1 10 0 0 0 1 18 0 0 0 1 80 * BREAK 15:30 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 15:45 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 16:00 6 0 0 0 1 3 0 0 0 1 4 0 0 0 1 3 0 0 0 1 16 16 : 15 10 0 0 0] 3 0 0 0 1 4 0 0 0 1 2 0 0 0 1 19 Hr Total 16 0 0 0 1 6 0 0 0 1 8 0 0 0 1 5 0 0 0 I 35 16:30 5 0 0 0 1 2 0 0 0 1 6 0 0 0 1 6 0 0 0 1 19 16:45 5 0 0 0 1 5 0 0 0 1 2 0 0 0 I 4 0 0 0 1 16 17:00 7 0 0 0 1 7 0 0 0 1 6 0 0 0 1 4 0 0 0 I 24 17:15 11 0 0 0 1 6 0 0 0 1 5 0 0 0 1 5 0 0 0] 27 Hr Total 28 0 0 0 1 20 0 0 0 1 19 0 0 0 1 19 0 0 0 I 86 17:30 10 0 0 0 1 4 0 0 0 1 3 0 0 0 1 8 0 0 0 1 25 17:45 8 0 0 0 1 8 0 0 0 1 6 0 0 0] 8 0 0 0] 30 Hr Total 18 0 0 0 1 12 0 0 0 1 9 0 0 0 I 16 0 0 0 1 55 *TOTAL* 128 0 0 0 73 0 0 0 62 0 0 0 69 0 0 0 332 � V i i R(ilsk6 (F1-068cL. Mai zg,za 14 fawvt Ip� . Lk.u6s P&k'&io s SW 8TH STREET & SW 4TH AVENUE MIAMI, FLORIDA COUNTED BY: ROLANDO MARTINEZ SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00140109 Start Date: 05/28/14 File I.D. : 8STR 4AV Page : 1 SW 4TH AVENUE ISW 8TH STREET ISW 4TH AVENUE ISW 8TH STREET I From North [From East From South (From West I I I I I Right Thru UTurn Left I Right Thru UTurn Left I Right Thru UTurn Left I Right Thru UTurn Left I Total Date 05/28/14 07:30 0 82 0 367 [ 0 0 0 0 0 0 0 0 24 457 0 0 930 07:45 0 102 0 432 [ 0 0 0 0 0 0 0 0 19 412 0 0 965 08:00 0 98 0 407 [ 0 0 0 0 0 0 0 0 22 482 0 0 1009 08:15 0 107 0 515 1 0 0 0 0 0 0 0 0 1 22 402 0 0 1046 Hr Total 0 389 0 1721 1 0 0 0 0 0 0 0 0 87 1753 0 0 3950 08:30 0 106 0 450 [ 0 0 0 0 0 0 0 0 1 17 439 0 0 1 1012 08:45 0 158 0 470 [ 0 0 0 0 0 0 0 0 24 349 0 0 1001 09:00 0 133 0 400 [ 0 0 0 0 0 0 0 0 18 387 0 0 938 09:15 0 112 0 465 1 0 0 0 0 1 0 0 0 0 1 13 272 0 0 862 Hr Total 0 509 0 1785 1 0 0 0 0 1 0 0 0 0 1 72 1447 0 0 3813 * BREAK * 15:30 0 0 0 0 1 0 0 0 01 0 0 0 0 1 0 0 0 0 1 0 15:45 0 0 0 0[ 0 0 0 0[ 0 0 0 0 I 0 0 0 0[ 0 16:00 0 105 0 279 [ 0 0 0 0 0 0 0 0 I 21 313 0 01 718 16:15 0 120 0 281 1 0 0 0 0 1 0 0 0 0 1 21 304 0 0 1 726 Hr Total 0 225 0 560 1 0 0 0 0 1 0 0 0 0 1 42 617 0 0 1 1444 16:30 0 112 0 297 0 0 0 0 1 0 0 0 0 1 26 297 0 0 732 16:45 0 145 0 276 [ 0 0 0 0 0 0 0 0 29 291 0 0 741 17:00 0 131 0 272 [ 0 0 0 0 0 0 0 0 I 24 305 0 0 732 17:15 0 138 0 304 1 0 0 0 0 1 0 0 0 0 1 14 309 0 0 1 765 Hr Total 0 526 0 1149 1 0 0 0 0 1 0 0 0 0 1 93 1202 0 0 1 2970 17:30 0 157 0 304 1 0 0 0 0 1 0 0 0 0 1 13 317 0 0 791 17:45 0 123 0 283 1 0 0 0 0 0 0 0 0 1 14 364 0 0 1 784 Hr Total 0 280 0 587 1 0 0 0 0 1 0 0 0 0 1 27 681 0 0 1 1575 *TOTAL* 0 1929 0 5802 1 0 0 0 0 1 0 0 0 0 321 5700 0 0 13752 SW 8TH STREET & SW 4TH AVENUE MIAMI, FLORIDA COUNTED BY: ROLANDO MARTINEZ SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00140109 Start Date: 05/28/14 File I.D. : BSTR 4AV Page : 2 SW 4TH AVENUE From North 1SW 8TH STREET 'From East ISW 4TH AVENUE From South ISW 8TH STREET From West Right Thru UTurn Left I Right Thru UTurn Left I Right Thru UTurn Left Right Thru UTurn Date 05/28/14 Left Total Peak Hour Analysis By Entire Intersection for the Period: 07:30 to 09:30 on 05/28/14 Peak start 08:00 08:00 08:00 08:00 Volume 0 469 0 1842 0 0 0 0 0 0 0 0 85 1672 0 0 Percent 0% 20% 0% 80% 0% 0% 0% 0% 0% 0% 0% 0% 5% 95% 0% 0% Pk total 2311 0 0 1757 Highest 08:45 07:30 07:30 08:00 Volume 0 158 0 470 1 0 0 0 0 I 0 0 0 0 22 482 0 0 Hi total 628 0 0 504 PHF .92 .0 .0 .87 SW 8TH STREET 0 0 0 0 0 • 0 0 0 I 0 0 • 1,672 SW 4TH AVENUE 469 469 2,311 1,672 1,757 85 85 0 1 1,757 • 1,842 1,842 2,311 0 0 0 0 0 0 • ALL VEHICLES 3,514 Intersection Total 4,068 0 469 85 554 554 0 0 SW 4TH AVENUE 0 0 0 0 0 0 0 0 0 0 1,842 3,514 1,672 0 SW 8TH STREET 0 0 SW 8TH STREET & SW 4TH AVENUE MIAMI, FLORIDA COUNTED BY: ROLANDO MARTINEZ SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code 00140109 Start Date: 05/28/14 File I.D. : 8STR 4AV Page : 3 SW 4TH AVENUE ISW 8TH STREET ]SW 4TH AVENUE ISW 8TH STREET From North (From East [From South (From West Right Thru UTurn Left 1 Right Thru UTurn Left 1 Right Thru UTurn Left 1 Right Thru UTurn Left 1 Total Date 05/28/14 Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 05/28/14 Peak start 17:00 17:00 17:00 17:00 Volume 0 549 0 1163 0 0 0 0 0 0 0 0 65 1295 0 0 Percent 0% 32% 0% 68% 0% 0% 0% 0% 0% 0% 0% 0% 5% 95% 0% 0% Pk total 1712 0 0 1360 Highest 17:30 07:30 07:30 17:45 Volume 0 157 0 304 [ 0 0 0 0 1 0 0 0 0 I 14 364 0 0 Hi total 461 0 0 378 PHF .93 .0 .0 .90 SW 8TH STREET 0 0 0 0 0 • 0 0 0 0 0 • 1,295 SW 4TH AVENUE 549 549 1,712 • 1,163 1,163 1,295 1,360 65 65 0 1 1,360 1,712 0 0 0 0 0 0 • ALL VEHICLES 2,458 Intersection Total 3,072 614 0 0 549 65 614 0 SW 4TH AVENUE 0 0 0 0 0 0 0 0 0 0 1,163 2,458 1,295 0 SW 8TH STREET 0 0 SW 8TH STREET & SW 4TH AVENUE MIAMI, FLORIDA COUNTED BY: ROLANDO MARTINEZ SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 PEDESTRIANS Site Code : 00140109 Start Date: 05/28/14 File I.D. : 8STR 4AV Page 1 SW 4TH AVENUE 1SW 8TH STREET ISW 4TH AVENUE ISW 8TH STREET From North ]From East 'From South 'From West I Peds Right Thru Left I Peds Right Thru Left ] Peds Right Thru Left 1 Peds Right Thru Left I Total Date 05/28/14 07:30 7 0 0 0] 0 0 0 0] 2 0 0 0 1 3 0 0 0 I 12 07:45 4 0 0 00 0 0 0 I 0 0 0 0] 1 0 0 0 I 5 08:00 4 0 0 0 1 0 0 0 0 I 0 0 0 0] 1 0 0 0] 5 08:15 7 0 0 0] 0 0 0 0] 0 0 0 0 1 0 0 0 0] 7 Hr Total 22 0 0 0 1 0 0 0 0 I 2 0 0 0] 5 0 0 0] 29 08:30 2 0 0 0 I 1 0 0 0 I 0 0 0 0] 2 0 0 0 1 5 08:45 4 0 0 0' 0 0 0 0 I 3 0 0 0] 1 0 0 0] 8 09:00 5 0 0 0 I 0 0 0 0] 3 0 0 0] 4 0 0 0] 12 09:15 12 0 0 0 j 0 0 0 0] 3 0 0 0] 2 0 0 0] 17 Hr Total 23 0 0 0 1 1 0 0 0 I 9 0 0 0 1 9 0 0 0 I 42 * BREAK 15:30 0 0 0 0] 0 0 0 0] 0 0 0 0] 0 0 0 0] 0 15:45 0 0 0 0' 0 0 0 0] 0 0 0 0] 0 0 0 0] 0 16:00 6 0 0 0 1 0 0 0 0] 7 0 0 0] 0 0 0 0 1 13 16 : 15 9 0 0 0] 0 0 0 0] 3 0 0 0] 2 0 0 0 1 14 Hr Total 15 0 0 0 1 0 0 0 0 1 10 0 0 0] 2 0 0 0] 27 16:30 8 0 0 0] 0 0 0 0 I 5 0 0 0] 0 0 0 0] 13 16:45 13 0 0 0] 0 0 0 0] 3 0 0 0] 3 0 0 0' 19 17:00 13 0 0 0] 0 0 0 0] 4 0 0 0 I 3 0 0 0 1 20 17:15 16 0 0 0] 0 0 0 0] 6 0 0 0] 0 0 0 0] 22 Hr Total 50 0 0 0] 0 0 0 0] 18 0 0 0] 6 0 0 0] 74 17:30 27 0 0 0] 0 0 0 0] 3 0 0 0 1 7 0 0 0] 37 17:45 10 0 0 0 1 1 0 0 0 1 4 0 0 0 1 6 0 0 0] 21 Hr Total 37 0 0 0 1 1 0 0 0' 7 0 0 0 I 13 0 0 0] 58 *TOTAL* 147 0 0 0 2 0 0 0 46 0 0 0 35 0 0 0 230 -? 1 3 NA C> v (> (> Imminum Woomi I'LacccicL Mal 2$ ( Z 3 14 cCoaw,n lotS. L fk&io SgnCldi---vA NB I 95 RAMPS FROM SW 8TH STREET MIAMI, FLORIDA COUNTED BY: RALPH ESPADA NOT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code 00140109 Start Date: 05/28/14 File I.D. 8ST NB95 Page 1 1SW 8TH STREET 1195 RAMPS 1SW 8TH STREET 1 From North 1From East 'From South 1Frcpm West 1 Other Right Thru Left Other Right Thru Left Other Right Thru Left Other Right Thru Left 1 Total Date 05/28/14 07:30 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 339 78 0 I 417 07:45 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 1 344 62 0 I 407 08:00 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 326 50 0 1 376 08:15 0 0 0 0 1 0 0 0 0 j 0 0 0 0] 0 329 72 0 1 401 Hr Total 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 1 1338 262 0 1 1601 08:30 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 1 330 51 0 1 382 08:45 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 296 26 0 1 322 09:00 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 267 31 0 1 298 09:15 0 0 0 0 1 0 0 0 0 1 0 0 0 0] 1 254 39 0 1 294 Hr Total 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 2 1147 147 0 1 1296 * BREAK * 15:30 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 15:45 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 16:00 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 253 17 0] 270 16:15 0 0 0 0 1 0 0 0 0] 0 0 0 0 1 0 233 16 0 I 249 Hr Total 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 486 33 0 1 519 16:30 0 0 0 0 1 0 0 0 0 I 0 0 0 0 1 0 251 21 0 1 272 16:45 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 210 20 0 1 230 17:00 0 0 0 0 1 0 0 0 0 I 0 0 0 0 1 0 243 19 0 I 262 17:15 0 0 0 0 1 0 0 0 0] 0 0 0 0 1 0 268 21 0 1 289 Hr Total 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 972 81 0 1 1053 17:30 0 0 0 0 1 0 0 0 0 I 0 0 0 0 1 0 223 17 0 1 240 17:45 0 0 0 0] 0 0 0 0 1 0 0 0 0 1 0 246 23 0 1 269 Hr Total 0 0 0 0 I 0 0 0 0 1 0 0 0 0 1 0 469 40 0 1 509 *TOTAL* 0 0 0 0 0 0 0 0 0 0 0 0 1 3 4412 563 0 1 4978 NB I 95 RAMPS FROM SW 8TH STREET MIAMI, FLORIDA COUNTED BY: RALPH ESPADA NOT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00140109 Start Date: 05/28/14 File I.D. 8ST NB95 Page : 2 1SW 8TH STREET 1195 RAMPS 1SW 8TH STREET 1 From North 1From East (From South 1From West 1 Other Right Thru Left 1 Other Right Thru Left 1 Other Right Thru Left 1 Other Right Thru Left 1 Total Date 05/28/14 Peak Hour Analysis By Entire Intersection for the Period: 07:30 to 09:30 on 05/28/14 Peak start 07:30 07:30 07:30 07:30 Volume 0 0 0 0 1 0 0 0 0 0 0 0 0] 1 1338 262 0 Percent 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 84% 16% 0% 1 Pk total 0 0 0 1601 Highest 07:30 07:30 07:30 07:30 Volume 0 0 0 0] 0 0 0 0 1 0 0 0 0 1 0 339 78 0 Hi total 0 0 0 417 PHF .0 .0 .0 .96 SW 8TH STREET 0 0 0 0 0 0 262 0 0 0 0 0 0 262 1,600 • 1,338 1,338 1 1 1,600 0 0 0 0 0 0 • ALL VEHICLES Intersection Total 1,600 1,338 0 0 0 1,338 1,338 0 I95 RAMPS 262 0 0 0 1 0 0 0 0 0 0 0 0 0 0 262 262 0 SW 8TH STREET 0 0 NB I 95 RAMPS FROM SW 8TH STREET MIAMI, FLORIDA COUNTED BY: RALPH ESPADA NOT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code 00140109 Start Date: 05/28/14 File I.D. : 8ST_NB95 Page : 3 From North ISW 8TH STREET (From East 1195 RAMPS (From South ISW 8TH STREET (From West Other Right Thru Left I Other Right Thru Left I Other Right Thru Left I Other Right Date 05/28/14 Thru Left I Total Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 05/28/14 Peak start 17:00 17:00 17:00 17:00 I Volume 0 0 0 0 I 0 0 0 0 I 0 0 0 0 I 0 980 80 0 I Percent 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 92% 8% 0% I Pk total 0 0 0 1060 I Highest 07:30 07:30 07:30 17:15 I Volume 0 0 0 0 I 0 0 0 0 I 0 0 0 0 I 0 268 21 0 I Hi total 0 0 0 289 I PHF .0 .0 .0 .92 SW 8TH STREET 0 0 0 0 0 0 80 0 0 0 0 0 0 80 1,060 980 980 0 J 1,060 0 0 0 0 0 0 0 0 • ALL VEHICLES Intersection Total 1,060 0 0 980 980 980 0 I95 RAMPS 0 80 0 0 0 0 0 0 0 0 0 0 80 SW 8TH STREET 0 0 0 80 0 NB I 95 RAMPS FROM SW 8TH STREET MIAMI, FLORIDA COUNTED BY: RALPH ESPADA NOT SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 PEDESTRIANS Site Code : 00140109 Start Date: 05/28/14 File I.D. : 8ST NB95 Page : 1 1SW 8TH STREET 1195 RAMPS 1SW 8TH STREET 1 From North ]From East 'From South 'From West 1 1 1 Other Right Thru Left Other Right Thru Left 1 Other Right Thru Left 1 Other Right Thru Left 1 Total Date 05/28/14 07:30 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 2 0 0 0 I 2 07:45 0 0 0 0 I 0 0 0 0 1 0 0 0 0] 3 0 0 0 1 3 08:00 0 0 0 0 1 0 0 0 0 1 0 0 0 0] 5 0 0 0 1 5 08:15 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 2 0 0 0 1 2 Hr Total 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 12 0 0 0 1 12 08:30 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 3 0 0 0 1 3 08:45 0 0 0 0] 0 0 0 0 1 0 0 0 0 1 8 0 0 0 1 8 09:00 0 0 0 0] 0 0 0 0 1 0 0 0 0 1 2 0 0 0 1 2 09:15 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 4 0 0 0 1 4 Hr Total 0 0 0 0 I 0 0 0 0 I 0 0 0 0 1 17 0 0 0 I 17 * BREAK * 15:30 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 15:45 0 0 0 0 1 0 0 0 0] 0 0 0 0 1 0 0 0 0 1 0 16:00 0 0 0 0] 0 0 0 0 1 0 0 0 0 1 9 0 0 0] 9 16 : 15 0 0 0 0 1 0 0 0 0! 0 0 0 0 1 4 0 0 0] 4 Hr Total 0 0 0 0 I 0 0 0 0 1 0 0 0 0 1 13 0 0 0 I 13 16:30 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 6 0 0 0 1 6 16:45 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 3 0 0 0 1 3 17:00 0 0 0 0] 0 0 0 0 1 0 0 0 0 1 5 0 0 0 1 5 17 : 15 0 0 0 0] 0 0 0 0! 0 0 0 0 1 8 0 0 0] 8 Hr Total 0 0 0 0 I 0 0 0 0 1 0 0 0 0 1 22 0 0 0 I 22 17:30 0 0 0 0 I 0 0 0 0 1 0 0 0 0 1 6 0 0 0 1 6 17:45 0 0 0 0] 0 0 0 0 1 0 0 0 0! 10 0 0 0! 10 Hr Total 0 0 0 0 I 0 0 0 0 1 0 0 0 0 1 16 0 0 0 1 16 *TOTAL* 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 80 0 0 0 1 80 SW 8TH STREET & SW 3RD AVENUE MIAMI, FLORIDA COUNTED BY: WAYNE ASSAM SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code 00140109 Start Date: 05/28/14 File I.D. 8STR 3AV Page 1 SW 3RD AVENUE From North 1SW 8TH STREET 1SW 3RD AVENUE From East 'From South 1SW 8TH STREET From West Right Thru UTurn Left I Right Thru UTurn Left 1 Right Thru UTurn Left I Right Thru UTurn Date 05/28/14 Left Total 07:30 0 72 0 3 0 0 0 0 36 28 0 0 0 400 0 13 552 07:45 0 71 0 2 1 0 0 0 0 I 51 51 0 0 1 0 430 0 8] 613 08:00 0 74 0 0 0 0 0 0 49 47 0 0 0 496 0 15 681 08:15 0 78 0 4 1 0 0 0 0 64 52 0 0 0 506 0 14 718 Hr Total 0 295 0 9 1 0 0 0 0 200 178 0 0 0 1832 0 50 2564 08:30 0 71 0 1 I 0 0 0 0 1 54 34 0 0 I 0 514 0 8 1 682 08:45 0 81 0 1 0 0 0 0 55 27 0 0 0 494 0 10 668 09:00 0 62 0 3 0 0 0 0 55 26 0 0 0 519 0 12 677 09:15 0 68 0 0 0 0 0 0 1 57 26 0 0 1 0 430 0 22 1 603 Hr Total 0 282 0 5 0 0 0 0 1 221 113 0 0 1 0 1957 0 52 1 2630 * BREAK * 15:30 0 0 0 o 0 0 0 0 10 0 0 0 I 0 0 0 0] 0 15:45 0 0 0 0] 0 0 0 0 I 0 0 0 o I 0 0 0 0 I 0 16:00 0 97 0 4 0 0 0 0 37 65 0 0 0 282 0 25 ] 510 16:15 0 97 0 3 1 0 0 0 0 1 43 63 0 0 1 0 317 0 32 555 Hr Total 0 194 0 7 0 0 0 0 1 80 128 0 0 1 0 599 0 57 1065 16:30 0 162 0 9 0 0 0 0 40 58 0 0 0 263 0 19 551 16:45 0 105 0 3 0 0 0 0 54 66 0 0 0 311 0 29 J 568 17:00 0 105 0 1 0 0 0 0 34 67 0 0 0 306 0 23 536 17:15 0 102 0 4 1 0 0 0 0 1 45 59 0 0 1 0 307 0 19 1 536 Hr Total 0 474 0 17 1 0 0 0 0 1 173 250 0 0 1 0 1187 0 90 1 2191 17:30 0 105 0 2 0 0 0 0 56 57 0 0 0 358 0 33 1 611 17:45 0 107 0 5 1 0 0 0 0 1 46 77 0 0 1 0 356 0 31 1 622 Hr Total 0 212 0 7 1 0 0 0 0 1 102 134 0 0 0 714 0 64 1 1233 *TOTAL* 0 1457 0 45 I 0 0 0 0 776 803 0 0 0 6289 0 313 1 9683 SW 8TH STREET & SW 3RD AVENUE MIAMI, FLORIDA COUNTED BY: WAYNE ASSAM SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code 00140109 Start Date: 05/28/14 File I.D. 8STR 3AV Page 2 SW 3RD AVENUE From North ISW 8TH STREET (From East ISW 3RD AVENUE (From South ISW 8TH STREET From West Right Thru UTurn Left Right Thru UTurn Left Right Thru UTurn Left Right Thru UTurn Date 05/28/14 Left I Total Peak Hour Analysis By Entire Intersection for the Period: 07:30 to 09:30 on 05/28/14 Peak start 08:00 08:00 08:00 08:00 I Volume 0 304 0 6 0 0 0 0 222 160 0 0 0 2010 0 47 Percent 0% 98% 0% 2% 0% 0% 0% 0% 58% 42% 0% 0% 0% 98% 0% 2% I Pk total 310 0 382 2057 I Highest 08:15 07:30 08:15 08:30 I Volume 0 78 0 4 0 0 0 0 I 64 52 0 0 I 0 514 0 8 I Hi total 82 0 116 522 I PHF .95 .0 .82 .99 I SW 8TH STREET 0 0 0 0 0 0 0 0 47 47 • 2,010 SW 3RD AVENUE 304 304 310 6 6 2,010 2,057 0 0 0 1 2,057 517 47 160 0 0 207 0 • ALL VEHICLES 2,238 Intersection Total 2,749 0 304 0 304 686 0 0 SW 3RD AVENUE 382 • 160 160 0 0 0 0 0 0 0 2,238 6 2,010 222 SW 8TH STREET 222 0 222 0 SW 8TH STREET & SW 3RD AVENUE MIAMI, FLORIDA COUNTED BY: WAYNE ASSAM SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code 00140109 Start Date: 05/28/14 File I.D. : 8STR 3AV Page 3 SW 3RD AVENUE ISW 8TH STREET ISW 3RD AVENUE ISW 8TH STREET From North (From East [From South (From West I I [ I Right Thru UTurn Left I Right Thru UTurn Left I Right Thru UTurn Left [ Right Thru UTurn Left I Total Date 05/28/14 Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 05/28/14 Peak start 17:00 [ 17:00 17:00 17:00 Volume 0 419 0 12 0 0 0 0 181 260 0 0 0 1327 0 106 Percent 0% 97% 08 3% 0% 0% 0% 0% [ 41% 598 0% 0% [ 0% 93% 0% 7% Pk total 431 0 441 1433 Highest 17:45 07:30 17:45 17:30 Volume 0 107 0 5 I 0 0 0 0 I 46 77 0 0 I 0 358 0 33 Hi total 112 0 123 391 PHF .96 .0 [ .90 .92 SW 8TH STREET 0 0 0 0 0 0 0 0 106 106 • 1,327 SW 3RD AVENUE 419 419 431 1,327 1,433 0 0 J 0 1,433 12 12 797 106 260 0 0 366 0 • ALL VEHICLES 1,520 Intersection Total 2,305 860 0 • 0 419 0 419 0 SW 3RD AVENUE 441 260 260 0 0 0 0 0 0 0 1,520 12 1,327 181 SW 8TH STREET 181 0 181 0 SW 8TH STREET & SW 3RD AVENUE MIAMI, FLORIDA COUNTED BY: WAYNE ASSAM SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 PEDESTRIANS Site Code 00140109 Start Date: 05/28/14 File I.D. : 8STR 3AV Page 1 SW 3RD AVENUE ISW 8TH STREET ISW 3RD AVENUE ISW 8TH STREET From North ]From East 'From South [From West 1 Peds Right Thru Left Peds Right Thru Left I Peds Right Thru Left Peds Right Thru Left 1 Total Date 05/28/14 07:30 7 0 0 0 I 8 0 0 0 1 1 0 0 0 I 0 0 0 0 1 16 07:45 7 0 0 0 I 6 0 0 0 1 2 0 0 0 I 0 0 0 0] 15 08:00 6 0 0 0] 9 0 0 0 1 5 0 0 0 I 0 0 0 0] 20 08:15 12 0 0 0] 11 0 0 0 1 2 0 0 0 1 1 0 0 0 1 26 Hr Total 32 0 0 0 I 34 0 0 0 1 10 0 0 0 1 1 0 0 0 I 77 08:30 9 0 0 0 I 3 0 0 0 1 2 0 0 0 1 0 0 0 0 1 14 08:45 11 0 0 0 I 7 0 0 0 1 9 0 0 0] 0 0 0 0 1 27 09:00 10 0 0 0 I 6 0 0 0 1 6 0 0 0] 2 0 0 0 1 24 09:15 16 0 0 0 1 8 0 0 0 1 5 0 0 0 1 0 0 0 0 1 29 Hr Total 46 0 0 0 I 24 0 0 0 1 22 0 0 0 1 2 0 0 0 1 94 * BREAK * 15:30 0 0 0 0 I 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 15:45 0 0 0 0 I 0 0 0 0 I 0 0 0 0 1 0 0 0 0 1 0 16:00 5 0 0 0( 0 0 0 0 1 5 0 0 0 1 0 0 0 0 1 10 16 : 15 6 0 0 0 1 9 0 0 0 1 4 0 0 0 1 0 0 0 0 1 19 Hr Total 11 0 0 0 1 9 0 0 0 1 9 0 0 0 1 0 0 0 0 1 29 16:30 12 0 0 0( 8 0 0 0 1 4 0 0 0 1 0 0 0 0 1 24 16:45 4 0 0 0] 3 0 0 0] 1 0 0 0 1 0 0 0 0] 8 17:00 15 0 0 0 I 6 0 0 0] 7 0 0 0] 3 0 0 0] 31 17:15 19 0 0 0 1 3 0 0 0 1 2 0 0 0] 1 0 0 0] 25 Hr Total 50 0 0 0 1 20 0 0 0 1 14 0 0 0 1 4 0 0 0 1 88 17:30 12 0 0 0 1 7 0 0 0 1 4 0 0 0 I 2 0 0 0 1 25 17:45 9 0 0 0 1 3 0 0 0 1 8 0 0 0 1 0 0 0 0 1 20 Hr Total 21 0 0 0 1 10 0 0 0 1 12 0 0 0 I 2 0 0 0 1 45 *TOTAL* 160 0 0 0 1 97 0 0 0 1 67 0 0 0 1 9 0 0 0 1 333 rm 3 c) sw s- 2� i c, jkc1flct L$ sw2ST- SW 8TH STREET & SW 2ND AVENUE MIAMI, FLORIDA COUNTED BY: ISIDRO GONZALEZ SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code : 00140109 Start Date: 05/29/14 File I.D. : 8STR_2AV Page : 1 SW 2ND AVENUE ISW 8TH STREET ISW 2ND AVENUE ISW 8TH STREET From North 'From East 'From South (From West I I I Right Thru UTurn Left Right Thru UTurn Left I Right Thru UTurn Left Right Thru UTurn Left I Total Date 05/29/14 07:30 0 35 0 24 0 0 0 0 13 138 0 0' 62 310 0 61 643 07:45 0 39 0 18 I 0 0 0 0 20 140 0 0 I 53 367 0 91 728 08:00 0 45 0 27 0 0 0 0 15 162 0 0 I 49 352 0 67 717 08:15 0 43 0 41 1 0 0 0 0 1 29 157 0 0 I 58 397 0 73 798 Hr Total 0 162 0 110 0 0 0 0 77 597 0 0 I 222 1426 0 292 2886 08:30 0 52 0 36 0 0 0 0 17 172 0 0 49 420 0 58 1 804 08:45 0 56 0 49 0 0 0 0 26 152 0 0 60 451 0 62 856 09:00 0 61 0 35 0 0 0 0 23 153 0 0 67 384 0 76 799 09:15 0 49 1 36 0 0 0 0 1 12 115 0 0 1 76 342 0 57 1 688 Hr Total 0 218 1 156 1 0 0 0 0 1 78 592 0 0 1 252 1597 0 253 I 3147 * BREAK 15:30 0 0 0 0 0 0 0 00 0 0 0 I 0 0 0 0' 0 15:45 0 0 0 0 0 0 0 0' 0 0 0 0 I 0 0 0 0' 0 16:00 0 87 1 38 0 0 0 0 18 139 0 0 77 215 0 48 623 16:15 0 68 0 25 0 0 0 0 13 126 0 0 1 68 229 0 58 I 587 Hr Total 0 155 1 63 0 0 0 0 1 31 265 0 0 1 145 444 0 106 1 1210 16:30 0 76 0 38 0 0 0 0 25 141 0 0 69 197 0 59 605 16:45 0 57 1 24 0 0 0 0 15 117 0 0 70 252 0 64 600 17:00 0 87 0 33 I 0 0 0 0 18 125 0 0 68 241 0 42 614 17:15 0 106 0 41 1 0 0 0 0 1 25 136 0 0 1 74 218 0 49 1 649 Hr Total 0 326 1 136 ' 0 0 0 0 83 519 0 0 I 281 908 0 214 2468 17:30 0 99 0 43 0 0 0 0 12 117 1 0 I 70 260 0 48 650 17:45 0 80 0 29 1 0 0 0 0 1 17 128 0 0 1 81 261 0 73 1 669 Hr Total 0 179 0 72 0 0 0 0 29 245 1 0 I 151 521 0 121 1319 *TOTAL* 0 1040 3 537 0 0 0 0 298 2218 1 0 I 1051 4896 0 986 11030 SW 8TH STREET & SW 2ND AVENUE MIAMI, FLORIDA COUNTED BY: ISIDRO GONZALEZ SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code 00140109 Start Date: 05/29/14 File I.D. : 8STR_2AV Page 2 SW 2ND AVENUE ISW 8TH STREET SW 2ND AVENUE 1SW 8TH STREET From North (From East 1From South 'From West Right Thru UTurn Left I Right Thru UTurn Left 1 Right Thru UTurn Left Right Thru UTurn Left I Total Date 05/29/14 Peak Hour Analysis By Entire Intersection for the Period: 07:30 to 09:30 on 05/29/14 Peak start 08:15 08:15 08:15 08:15 Volume 0 212 0 161 0 0 0 0 95 634 0 0 234 1652 0 269 Percent 0% 57% 0% 43% 0% 0% 0% 0% 13% 87% 0% 0% 1 11% 77% 0% 12% Pk total 373 0 729 2155 Highest 08:45 07:30 08:30 08:45 Volume 0 56 0 49 0 0 0 0 17 172 0 0 60 451 0 62 Hi total 105 0 189 573 PHF .89 .0 .96 .94 0•0 0 min. SW 8TH STREET 0 0 0 0 269 269 • 1,652 0 SW 2ND AVENUE 212 212 373 1,652 2,155 234 234 J 0 2,155 161 161 1,276 269 634 0 0 903 0 • ALL VEHICLES 1,908 Intersection Total 3,257 1,175 0 0 212 234 446 0 SW 2ND AVENUE 729 634 634 0 0 0 0 0 0 0 1,908 161 1,652 95 SW 8TH STREET 95 0 95 0 SW 8TH STREET & SW 2ND AVENUE MIAMI, FLORIDA COUNTED BY: ISIDRO GONZALEZ SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 ALL VEHICLES Site Code 00140109 Start Date: 05/29/14 File I.D. : BSTR 2AV Page 3 SW 2ND AVENUE ISW 8TH STREET ISW 2ND AVENUE ISW 8TH STREET From North (From East !From South (From West I I Right Thru UTurn Left I Right Thru UTurn Left I Right Thru UTurn Left 1 Right Thru UTurn Date 05/29/14 Left Total Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 05/29/14 Peak start 17:00 17:00 17:00 17:00 Volume 0 372 0 146 0 0 0 0 72 506 1 0 293 980 0 212 Percent 0% 72% 0% 28% 0% 0% 0% 0% 12% 87% 0% 0% 20% 66% 0% 14% Pk total 518 0 579 1485 Highest 17:15 07:30 17:15 17:45 Volume 0 106 0 41 0 0 0 0 25 136 0 0 81 261 0 73 Hi total 147 0 161 415 PHF .88 .0 .90 .89 SW 8TH STREET 1 0 0 1 0 • 0 0 0 212 212 980 SW 2ND AVENUE 372 146 372 146 518 1,236 • ALL VEHICLES 980 1,485 293 293 0 1 1,486 212 506 0 0 718 0 1,198 Intersection Total 2,582 1,244 0 1 372 293 665 1 SW 2ND AVENUE 579 506 506 0 0 0 0 0 0 0 1,198 SW 8TH STREET 72 0 72 0 146 980 72 SW 8TH STREET & SW 2ND AVENUE MIAMI, FLORIDA COUNTED BY: ISIDRO GONZALEZ SIGNALIZED Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 PEDESTRIANS Site Code : 00140109 Start Date: 05/29/14 File I.D. : 8STR 2AV Page : 1 SW 2ND AVENUE ISW 8TH STREET ISW 2ND AVENUE ISW 8TH STREET 1 From North IFrom East 'From South IFrom West 1 1 I 1 Peds Right Thru Left Peds Right Thru Left 1 Peds Right Thru Left 1 Peds Right Thru Left 1 Total Date 05/29/14 07:30 5 0 0 0 3 0 0 0 1 4 0 0 0 1 2 0 0 0 I 14 07:45 11 0 0 0 1 0 0 0 1 0 0 0 0 I 9 0 0 0 1 21 08:00 11 0 0 0 I 4 0 0 0 1 2 0 0 0 1 7 0 0 O 24 08:15 10 0 0 o 1 3 0 0 0 4 0 0 0 j 1 0 0 0 1 18 Hr Total 37 0 0 0 1 11 0 0 0 I 10 0 0 0 1 19 0 0 0 1 77 08:30 12 0 0 0 1 1 0 0 0 I 6 0 0 0 2 0 0 0 I 21 08:45 6 0 0 0 1 2 0 0 0 2 0 0 0 7 0 0 0 1 17 09:00 3 0 0 0 1 4 0 0 0 1 11 0 0 0 1 11 0 0 0 1 29 09:15 10 0 0 0 1 2 0 0 0 9 0 0 0 1 2 0 0 0] 23 Hr Total 31 0 0 0 1 9 0 0 0 1 28 0 0 0 1 22 0 0 0 I 90 * BREAK * 15:30 0 0 0 0 I 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 15:45 0 0 0 0 I 0 0 0 0 1 0 0 0 0 1 0 0 0 0 l 0 16:00 15 0 0 0 I 5 0 0 0 1 8 0 0 0 1 5 0 0 0 33 16:15 16 0 0 0 I 8 0 0 0 1 0 0 0! 4 0 0 0 1 29 Hr Total 31 0 0 0 I 13 0 0 0 I 9 0 0 0 1 9 0 0 0 I 62 16:30 12 0 0 0 1 5 0 0 0 1 9 0 0 0 1 11 0 0 0 1 37 16:45 14 0 0 0 1 9 0 0 0 1 13 0 0 0 1 16 0 0 0 1 52 17:00 7 0 0 0 1 12 0 0 0 1 8 0 0 0 1 3 0 0 0 1 30 17:15 7 0 0 0 1 5 0 0 0 1 12 0 0 0 6 0 0 0 1 30 Hr Total 40 0 0 0 1 31 0 0 0 1 42 0 0 0 I 36 0 0 0 1 149 17:30 21 0 0 0 4 0 0 0 I 8 0 0 0 1 13 0 0 0 1 46 17:45 18 0 0 0 3 0 0 0 1 8 0 0 0 8 0 0 0 I 37 Hr Total 39 0 0 0 1 7 0 0 0 I 16 0 0 0 1 21 0 0 0 I 83 *TOTAL* 178 0 0 0 1 71 0 0 0 I 105 0 0 0 1 107 0 0 0 I 461 3 v1 ti`44 1 i welts swsr t (Ceavvi �FL4(kZIq, Mal 1? zc) (4 clkw� b� . la,�;s halo ttti vl6 Si�naGze.� Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************************************************** Data File : D0529001.PRN Station : 000000052711 Identification : 000110252127 Interval : 15 minutes Start date : May 29, 14 Start time : 00:00 Stop date : May 29, 14 Stop time : 24:00 City/Town : Miami, Florida County : Dade Location : SW 7 St Between SW 4 Ave & SW 3 Ave ******************************************************************************* May 29 Westbound Volume End Time 00 01 02 03 04 05 06 07 08 09 10 11 ---- ---- ---- ---- -- ---- ---- 15 91 62 36 22 16 26 51 172 251 276 229 237 30 91 49 36 13 22 27 66 153 262 236 243 252 45 68 40 20 12 21 35 91 187 241 216 200 271 00 57 33 22 24 13 33 112 223 230 221 219 266 ---- ---- ---- ---- ---- ---- Hr Total 307 184 114 71 72 121 320 735 984 949 891 1026 End Time 12 13 14 15 16 17 18 19 20 21 22 23 15 265 293 271 267 308 278 284 295 194 189 219 136 30 238 304 283 310 285 297 295 269 188 166 183 146 45 306 265 326 310 302 284 300 221 171 151 152 119 00 296 282 292 318 268 276 308 208 166 161 143 83 ---- ---- ---- ---- ---- ---- ---- ---- Hr Total 1105 1144 1172 1205 1163 1135 1187 993 719 667 697 484 24 Hour Total : 17445 AM peak hour begins : 11:15 AM peak volume : 1054 Peak hour factor : 0.97 PM peak hour begins : 15:15 PM peak volume : 1246 Peak hour factor : 0.98 ******************************************************************************* Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************************************************** Data File : D0529026.PRN Station : 000000052715 Identification : 000058410124 Interval : 15 minutes Start date : May 29, 14 Start time : 00:00 Stop date : May 29, 14 Stop time : 24:00 City/Town : Miami, Florida County : Dade Location : SW 7 St Between SW 3 Ave & SW 2 Ave ******************************************************************************* May 29 Westbound Volume End Time 00 01 02 03 04 05 06 07 08 09 10 11 ---- ---- ---- ---- 15 144 95 63 32 36 40 88 223 334 320 285 289 30 145 64 46 35 26 32 110 230 338 288 304 313 45 102 59 42 23 33 47 149 261 287 279 248 306 00 93 43 45 36 27 61 184 283 294 274 304 319 ---- ---- ---- ---- ---- Hr Total 484 261 196 126 122 180 531 997 1253 1161 1141 1227 End Time 12 13 14 15 16 17 18 19 20 21 22 23 ---- ---- ---- ---- ---- 15 320 335 312 357 431 422 394 391 283 260 272 201 30 319 325 342 354 410 446 395 334 282 238 240 211 45 334 343 367 408 408 390 390 308 253 235 228 162 00 345 328 306 399 384 382 394 285 245 214 204 143 ---- ---- ---- ---- ---- Hr Total 1318 1331 1327 1518 1633 1640 1573 1318 1063 947 944 717 24 Hour Total : 23008 AM peak hour begins : 11:30 AM peak volume : 1264 Peak hour factor : 0.95 PM peak hour begins : 16:30 PM peak volume : 1660 Peak hour factor : 0.93 ******************************************************************************* Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************************************************** Data File Station Identification Start date Stop date City/Town Location : D0529010.PRN : 000000052712 : 000058410116 : May 29, 14 : May 29, 14 : Miami, Florida : SW 8 St Between SW 4 Interval Start time Stop time County Ave & SW 3 Ave : 15 minutes : 00:00 : 24:00 : Dade ******************************************************************************* May 29 Eastbound Volume End Time 00 15 30 45 00 166 165 124 108 Hr Total 563 01 02 03 04 98 57 56 44 83 52 34 54 69 40 48 50 61 39 48 70 311 188 186 218 05 91 105 191 246 06 07 285 543 377 598 511 678 535 743 633 1708 2562 08 716 789 760 761 3026 2618 09 10 11 728 597 499 660 570 530 634 533 527 596 563 509 2263 2065 End Time 12 15 30 45 00 494 498 550 588 Hr Total 2130 13 14 15 16 611 600 561 530 558 586 639 572 605 589 573 507 530 614 553 536 2304 2389 2326 2145 564 494 558 584 2200 17 18 19 580 529 495 477 564 578 612 597 2351 2081 20 453 430 417 418 1718 21 22 23 359 323 261 372 341 252 352 333 205 383 282 214 1466 1279 932 24 Hour Total : 39662 AM peak hour begins : 08:15 PM peak hour begins : 14:30 AM peak volume : 3038 Peak hour factor : 0.96 PM peak volume : 2403 Peak hour factor : 0.94 ******************************************************************************* Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 *************** Data File Station Identification Start date Stop date City/Town Location ***************************************************************** : D0529012.PRN : 000000052713 : 009600650020 Interval : May 29, 14 Start time : May 29, 14 Stop time : Miami, Florida County : SW 8 St Between SW 3 Ave & SW 2 Ave 15 minutes 00:00 24:00 Dade ******************************************************************************* May 29 Eastbound Volume End Time 00 15 30 45 00 113 100 85 71 Hr Total 369 01 60 40 55 54 02 03 42 31 29 28 27 25 25 29 209 130 106 04 05 06 27 35 39 48 57 66 86 109 160 232 306 335 07 340 352 412 455 08 445 494 519 491 09 506 440 427 401 10 11 399 312 410 338 360 337 392 343 149 318 1033 1559 1949 1774 1561 1330 End Time 12 15 30 45 00 104 174 323 198 Hr Total 799 13 14 15 267 345 376 353 367 345 357 372 327 334 314 317 1341 1441 1292 16 17 18 303 333 166 330 312 352 313 350 360 355 376 325 19 349 322 318 281 20 301 242 278 267 21 22 23 252 225 221 237 199 206 213 191 137 126 114 112 1301 1371 1203 1270 1088 935 809 489 24 Hour Total : 23826 AM peak hour begins : 08:15 AM peak volume : 2010 Peak hour factor : 0.97 PM peak hour begins : 13:15 PM peak volume : 1441 Peak hour factor : 0.96 ******************************************************************************* Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 1 ******************************************************************************** Data File Station Identification Start date Stop date City/Town Location : D0529030.PRN : 000000052714 : 000058410086 : May 29, 14 : May 29, 14 : Miami, Florida : SW 2 Between SW Interval Start time Stop time County 8 St & SW 9 St : 15 minutes : 00:00 : 24:00 : Dade ******************************************************************************* May 29 Southbound Volume for Lane 1 End Time 00 15 30 45 00 41 33 24 16 Hr Total 114 01 02 28 17 18 22 15 7 10 14 03 19 9 5 13 85 46 46 04 05 06 07 08 09 10 11 ---- ---- ---- ---- 13 18 40 102 99 134 138 116 14 25 48 125 106 140 137 127 10 43 79 97 109 144 108 105 15 37 97 95 141 117 116 119 ---- ---- ---- ---- ---- ---- ---- ---- 52 123 264 419 455 535 499 467 End Time 12 15 30 45 00 100 98 133 147 Hr Total 478 13 14 15 150 131 142 136 123 131 152 132 140 139 131 130 577 517 543 16 167 139 152 131 164 187 178 172 17 18 187 202 156 144 19 20 21 22 23 147 140 113 112 101 76 85 87 84 85 101 75 77 81 69 51 57 59 44 35 589 701 689 512 349 345 278 195 24 Hour Total : 8878 AM peak hour begins : 08:45 PM peak hour begins : 17:30 AM peak volume : PM peak volume : 559 Peak hour factor : 0.97 739 Peak hour factor : 0.91 ******************************************************************************* May 29 Northbound Volume for Lane 2 End Time 00 15 30 45 00 53 48 32 37 Hr Total 170 01 02 03 31 17 24 17 18 16 20 12 15 10 3 22 89 66 50 04 05 06 07 08 09 10 11 9 14 40 88 6 16 36 111 16 25 66 137 10 24 79 157 41 79 221 493 165 174 118 117 185 124 106 125 169 130 117 122 179 124 115 136 698 552 456 500 End Time 12 15 30 45 00 122 121 147 130 Hr Total 520 13 14 15 123 127 113 135 134 158 136 129 130 149 118 131 543 508 532 16 17 18 19 20 21 22 23 ---- ---- ---- ---- ---- 153 139 172 128 116 88 91 80 127 152 148 148 99 108 80 56 161 136 148 108 77 92 70 65 136 150 148 123 85 75 77 59 577 577 616 507 377 363 318 260 24 Hour Total : 9113 AM peak hour begins : 08:15 AM peak volume : 707 Peak hour factor : 0.96 PM peak hour begins : 17:45 PM peak volume : 618 Peak hour factor : 0.90 ******************************************************************************* Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 Volume Report with 24 Hour Totals Page 2 ******************************************************************************** Data File : D0529030.PRN Station : 000000052714 Identification : 000058410086 Interval : 15 minutes Start date : May 29, 14 Start time : 00:00 Stop date : May 29, 14 Stop time : 24:00 City/Town : Miami, Florida County : Dade Location : SW 2 Between SW 8 St & SW 9 St ******************************************************************************* May 29 Total Volume for All Lanes End Time 00 01 02 03 04 05 06 07 08 09 10 11 ---- ---- ---- ---- ---- 15 94 59 33 34 22 32 80 190 264 308 256 233 30 81 34 23 19 20 41 84 236 291 264 243 252 45 56 42 30 8 26 68 145 234 278 274 225 227 00 53 39 26 35 25 61 176 252 320 241 231 255 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Hr Total 284 174 112 96 93 202 485 912 1153 1087 955 967 End Time 12 13 14 15 16 17 18 19 20 21 22 23 ---- ---- ---- ---- 15 222 273 258 255 320 303 359 275 217 172 168 137 30 219 271 257 289 266 339 350 288 175 193 161 115 45 280 288 261 270 313 314 304 221 162 193 139 109 00 277 288 249 261 267 322 292 235 172 150 128 94 ---- ---- ---- ---- ---- Hr Total 998 1120 1025 1075 1166 1278 1305 1019 726 708 596 455 24 Hour Total : 17991 AM peak hour begins : 08:15 AM peak volume : 1197 Peak hour factor : 0.94 PM peak hour begins : 17:30 PM peak volume : 1345 Peak hour factor : 0.94 ******************************************************************************* Appendix B: Programmed Roadway Improvements City of Miami Capital Improvement Plan (CIP) 2013-2014 CAPITAL BUDGET AND MULTI -YEAR CAPITAL PLAN Fund Type Streets & Sidewalks Streets & Sidewalks Streets & Sidewalks Streets & Sidewalks Streets & Sidewalks Project Health District Riverwalk NW 36 Avenue 15 to 16 Street Drainage Improvements - D1 NW 43 Avenue between 9 to 11 Street Roadway Improvements - D1 NW 32 Ct & NW 32 Place Milling and Resurfacing - D1 NW 16 Ave and 14 Ter and NW 16 Ave and 15 St - D1 Streets & Sidewalks NW 20th Street from 7th Avenue to 20th Avenue Streets & Sidewalks Available to USE - D1 Streets & Sidewalks Disaster Recovery Parks and Recreation Parks and Recreation Parks and Recreation Parks and Recreation Streets & Sidewalks Streets & Sidewalks Parks and Recreation Streets & Sidewalks Public Facilities Streets & Sidewalks Streets & Sidewalks Streets & Sidewalks SW 18th Avenue from SW 23rd Street to SW 23rd Terrace - D4 Brickell Area Shared Use Path and Roadway Improvements - Tree Component .D2... Biscayne Bay Spoil Island B Public Shelter - D2 Biscayne Bay Spoil Island E Picnic Tables, Benches & Umbrellas - D2 B-No. Scope B-30784 Construction will include but not limited to, improvements to the existing drainage system where needed, new roadway pavement, new curb and gutter, new sidewalk, bicycle lanes, new decorative street and pedestrian lighting, new benches and trash receptacles, new landscaping and tree planting as well as the required directional informational signage and hardscape. Riverwalk section to be developed fnr inn() 1 F ca 'tinn of arrpccihla w tprfrnnt B-30785 Milling and resurfacing with minor drainage improvements B-30786 M&R B-30787 Milling and resurfacing; repair pot holes (NW 32 Ct - 180 LF & NW 32nd Place - 150 LF B-30788 Full reconstruction at 2 intersections B-30789 Milling and Resurfacing, ADA Ramps and Stripping B-30790 Milling and resurfacing and miscellaneous road reconstruction, ADA improvement. B-30803 `Milling and resurfacing; Minor drainage; Replacement of broken concrete curb and cutter; ADA ramps where applicable B-30822T Installation of new landscaping and irrigation along the median within the Brickell Ave improvements B-30825 15' x 15' elevated Tikki hut observation deck with ADA ramp B-30825A Biscayne Bay Spoil Island E B-30825B Public Trail - D2 Lincoln Park Improvements - D2 South Grove Phase 1 Roadway and Drainage Improvements - D2 US1 Landscaping between 17 Ave and Viscaya - D2 Douglas Park ADA Improvement (restrooms) - CD Proiect 91-03279 SW 1st Ave between SW 15th and SW 7th Street Dinner Key Dredging - Spoil Island C Floating Dock Repair South Grove Phase 2 Roadway and Drainage Improvements - D2 South Grove Phase 3 Roadway and Drainage Improvements - D2 South Miami Avenue - SE 6th and 5th Street Traffic Modifications - D2 Design and installation of picnic tables, benches and tiki umbrellas in spoil island "E" and spoil island "C" Design and construction of public trail for swimming and snorkeling in spoil island "E". Note 080613- Additional scope of work was requested by JRodriguez to incorporate original scone in Spoil Island "C". B-30826 Artificial grass and minimal lawn sprinklers at Lincoln Park. B-30827 Milling and Resurfacing, swale and spot drainage improvements. B-30830 Landscaping replacement along segment 1 of the US -1 pink wall. B-30832 B-30833 B-30834 B-30835 B-30836 B-30837 ADA improvements to the restrooms. Dist. 1 1 1 1 1 Total Cost $ 961,000 $ 50,000 $ 78,224 $ 303,375 $ 57,618 1 $ 2 2 2 2 2 Total Funds $ 961,000 50,000 78,224 $ 303,375 500,000 $ $ 303,375 $ 137,000 I $ 85,930 $ 17,500 $ 8,250 $ $ 8,250 $ 80,000 $ 286,830 $ 55,000 $ 133,474 Curb replacement, ADA ramp improvements, 1,2,3,4, $ 775,600 milling & resurfacing Engineering design, construction drawings, construction services administration and environmental permiting with DEP, DERM and Corp of Engineer to Dredge approximately 200 CY to Restore contours where the existing floating dock of Spoil Island "C" is located. Also, the scope includes the design of structural repairs of the floating dock "C" due to shoaling n nrlprnpath of it Milling and Resurfacing, Swale and Spot Drainage Improvements Milling and Resurfacing, swale and spot drainage improvements 5 2 2 2 Roadway Traffic Circle Design and Construction 2 $ 308,375 $ 492,000 $ 1,231,787 $ 771,545 97,000 85,930 17,500 8,250 8,250 80,000 $ 286,830 $ 55,000 $ 133,474 $M111.1101 $ 492,000 $ 1,231,787 $ 771,545 240 2012-2013 CAPITAL BUDGET AND MULTI -YEAR CAPITAL PLAN Project SW 25th Road Street Improvement Project - D3 SW 28th Road Roadway & Drainage Improvements - D3 SW 3 Avenue Two Way Conversion SW 3rd Avenue Road Improvements Project Shorecrest Roadway Milling & Resurfacing Project Two -Way Traffic Conversion on NW 1 Street - D3 US1 Roadway Improvements and Wall Replacement Phase II Virginia Street between Bird Avenue and US1 and Misc. Grove Street Sidewalks & Lighting - D2 Project Project Description Number B-30720 Milling and resurfacing, curb replacement and misc. drainage improvements B-30743 Drainage and milling and resurfacing at north half of block near Coral way. Ponding complaint B-71212 One-way to two-way street conversion (matching funds to developer contribution). B-30031A Road improvements including, but not limited to roadway reconstruction and/or milling & resurfacing, pavement striping, swale restoration, curbs and/or gutters repair, sidewalks repair, landscaping, signage, ADA ramps, drainage improvements if warranted, and bike lanes. B-30035B The Scope of Work involves the construction of milling and resurfacing of the existing asphalt pavement, the replacement of associated pavement markings and damaged sidewalk replacement. Area bounded by NE 87th St. and NE 83rd St (North), Little River (South), Biscayne Bay (East), Little River (West). Project also includes minor drainage improvements designed by Public Works for NE 80th Street. B-30740 Location is NW 1st street from NW 6th Avenue to NW South River Drive Reconstruct handicap ramps to be ADA compliant and adjust pavement markings on NW 1st street, west of NW 6th avenue and also west of NW south river drive. B-30542A Phase II of removing existing "pink wall" along US-1 from 19th Avenue to 17th Avenue. Replace with a "Post & Panel" pre -cast concrete barrier wall from 19th Avenue to 17th Avenue. Scope includes landscaping, trellis installation, and uplighting. B-30734 Lighting Improvements and Miscellaneous roadway improvements Fund Allocation ($) 228,000 200,143 154,995 137,532 1,313,678 8,970 2,671,423 258,658 343 - MASTER TRANSIT 231 FDOT's Five Year Work Program Bum of Estimated BD Name Item Description SR WNW 27 AVENUE AT NW 7 STREET SR 9/NW 27 AVENUE FROM S OF SR 934/NW 79 ST TO N OF SR 932/NW 103 SF SR 9/NW 27 AVENUE OVER MIAMI RIVER BR OG ES 870731 & 870763 SR 9/NW/SW/27 AVENUE FROM SW 10TH STREET TO NW 1ST STREET SR 90/SW 7 ST/SIN 8 ST FROM BR CKELL AVENUE TO SR9/SW 27 AVENUE SR 90/SW 8 & SW 7 ST AT SW 4 AVENUE AND AT SW 3 AVENUE SR 90/SW 8 STREET AT SR 953AEJEUNE ROAD SR 90/SW 8 STREET FROM EAST OF SW 90 AVENUE TO EAST OF SW 86 COURT SR 90/SW 8 STREET FROM SW 39TH AVENUE TO WEST OF SW 33RD AVENUE SR 90/5W 8 STREET TRAFFIC SIGNAL UPDATE PILOT PROJECT SR 90/SW 8TH STREET AT SW 67TH AVENUE SR 90/TAMIAMI TRAIL FM 13.1 MI E.OF COLLIER CL TO 11.BM W. OF KROME AVE SR 90/TAMIAMI TRAIL FROM MP 14.038 TO MP 17.230 SR 90T6AMIAA TRAIL FROM W OF LOOP ROAD TO W OF EVERGLADES PRESV. SR 90T6AMIAA TRAIL MOWING CONTRACT FROM SW 67 AVE TO COUNTVLI NE SR 90/US 41/SW 8 ST FROM SR 997/KROME AVENUE TO SW 122 AVENUE SR 90A, 41/SW 8 ST FROM SW 74 AVENUE TO SR 9,1N 27 AVENUE SR 907/ALTON ROAD AT DADE BLVD. BRIDGE # 870665 OVER COLLINS CANAL SR 907/ALTON ROAD AT MICHIGAN AVENUE SR 907/ALTON ROAD FROM 5TH STREET TO MICHIGANAVENUE SR 907/ALTON ROAD FROM MICHIGAN AVENUE TO 5 OF EO SULLIVAN DR/43 ST SR 907/ALTON ROAD FROM 5. OF 43RD STREET TO E. OF ALLISON ROAD SR 91/FL TURNPIKE SS TO SR 9A/I-95 SB EXPRESS LN FLYOVER(TPK CONECTOR) SR 915/NE 6 AVENUE FROM NE 171 STREET TO NE 183 STREET SR 916/NE 135 STREET AT SR 915/NE 6 AVENUE AND AT SR 909(W. CIXIE HWY. SR 916/NE 135 STREET FROM MP 10.12 TO MP 10.14 (OVERARCH CREEK) SR 916/NW 135 ST AT NW 17 AVENUE SR 91 6/NW/NE 135 ST FROM NW 6 AVENUE TO SR 5/BISCAYNE BLVD. SR 916/0PALOCKA BLVD FROM NW 5 AVENUE TO NW 2 AVENUE SR 922/NE 123R0 ST. FROM W. OF N. BA/SHORE OR TO E OF N. PA/SHORE MR. SR 922/NE 125 STREET - DOWNTOWN NORTH MIAMI PEDESTRIAN ENHANCEMENT SR 922/NW 125 STREET FROM NW 6 AVENUE TO NE MIAMI COURT SR 922/NW 125 STREET FROM NW 6 COURT TO NW 6 AVENUE SR 93/1-75 EXPR. LANES INCIDENT MANAGEMENT/ROAD RANGER SERVCE PATROLS SR 93/1-75 EXPRESS LANES FHP ENHANCED ENFORCEMENT SR 93/1-75 EXPRESS LANES INCIDENT MANAGMNT/ROAD RANGER SERVICE PATROLS SR 93/1-75 EXPRESS LANES ITS MAINTENANCE OF TOLLING EQUIPMENT SR 93/1-75 EXPRESS LANES TOLLING AND OPERATIONS SR 93/1-75 FROM NW 148 STREET TO NW 162 STREET SR 93/1-75 FROM NW 162 STREET TO NW 178 STREET SR 93/1-75 FROM NW 178 STREET TO NW 202 STREET SR 93/1-75 FROM 5. OF NW 170 STREET TO MIAMI-DAME COUNTY LINE SR 93/1-75 ML SYSTEM FR 5. OF HEFT INTCH. TO MIAMI/DAME COUNTYLINE Item Work Mix Description Phase Phase Description B.E. Category 433491-1 INTERSECTION IMPROVEMENT 62 CONST SUP CONSULTANT 55150200 O88]18 429185-1 RESURFACING SA CONST CONTRACT BONUS 55150200 088797 436537-1 BRIDGE-REPAIR/REHABILITATION 32 PE CONSULTANT 55100100 088849 433283-1 INTERSECTION IMPROVEMENT 52 CONST CONTRACT 55150200 088796 5A CONST CONTRACT BONUS 55150200 088797 62 CONST SUP CONSULTANT 55150200 088718 432639E PDBE/EMO STUDY 22 PEBE CONSULTANT 55100100 0881349 429037-1 INTERSECTION IMPROVEMENT 32 PE CONSULTANT 55100100 088849 42 ROW CONSULTANT 55100100 088853 43 ROW PURCHASE 55100100 088777 4B ROW SERVICES 55100100 088853 433266.1 INTERSECTION IMPROVEMENT 52 CONST CONTRACT 55150200 088796 62 CONST SUP CONSULTANT 55100100 088849 55150200 088718 436311-1 INTERSECTION IMPROVEMENT 32 PE CONSULTANT 55100100 088849 52 CONST CONTRACT 55150200 088796 fit CONST SUP CONSULTANT 55100100 088849 55150200 088718 433451-1 INTERSECTION IMPROVEMENT 52 CONST CONTRACT 55150200 088796 62 CONST SUP CONSULTANT 55100100 588849 55150200 088718 435506-1 TRAFFIC SIGNAL UPDATE 62 CONST SUP CONSULTANT 55150200 088718 92 CAPITAL CONSULTANT 55150200 088866 4347741 INTERSECTION IMPROVEMENT 52 CONST CONTRACT 55150200 088796 62 CONST SUP CONSULTANT 55100100 088849 55150200 088718 405636.2 RESURFACING 52 CONST CONTRACT 55150200 088797 62 CONST SUP CONSULTANT 55100100 588849 55150200 088718 4349241 NEW BRIDGE- NO ADDED CAPACITY 32 PE CONSULTANT 55100100 088849 52 CONST CONTRACT 55150200 088716 5A CONST CONTRACT BONUS 55150200 088716 62 CONST SUP CONSULTANT 55100100 088849 55150200 088718 429162.2 RESURFACING 32 PE CONSULTANT 55100100 088849 52 CONST CONTRACT 55150200 088797 62 CONST SUP CONSULTANT 55100100 088849 55150200 088718 430088-1 ROUTINE MANTENANCE 72 MAINT CONSULTANT 55150200 088712 430088-2 ROUTINE MAINTENANCE 72 MAINT CONSULTANT 55150200 088712 434845E PD&E/EMO STUDY 22 POBE CONSULTANT 55100100 088849 434845E PD&E/EMO STUDY 22 PM&E CONSULTANT 55100100 088849 436535-1 BRIDGE-REPAIR/REHABILITATION 32 PE CONSULTANT 55100100 088849 52 CONST CONTRACT 55150200 088799 62 CONST SUP CONSULTANT 55100100 088849 55150200 088718 429193.2 INTERSECTION IMPROVEMENT 52 CONST CONTRACT 55150200 088796 5A CONST CONTRACT BONUS 55150200 088796 62 CONST SUP CONSULTANT 55100100 088849 55150200 088718 249911-1 FLEXIBLE PAVEMENT RECONSTRUCT. 5A CONST CONTRACT BONUS 55150200 088797 429193.1 FLEXIBLE PAVEMENT RECONSTRUCT. 52 CONST CONTRACT 55150200 088797 5A CONST CONTRACT BONUS 55150200 088797 62 CONST SUP CONSULTANT 55100100 088849 55150200 0887113 430444.1 FLEXIBLE PAVEMENT RECONSTRUCT. 43 ROW PURCHASE 55100100 088777 4B ROW SERVICES 55100100 088853 52 CONST CONTRACT 55150200 088716 088797 62 CONST SUP CONSULTANT 55100100 588849 55150200 088718 428358E INTERCHANGE RAMP (NEW) 32 PE CONSULTANT 55100100 088849 422620-2 LANDSCAPING 52 CONST CONTRACT 55150200 088716 62 CONST SUP CONSULTANT 55100100 588849 55150200 088718 429346-2 INTERSECTION IMPROVEMENT 52 CONST CONTRACT 55150200 088796 62 CONST SUP CONSULTANT 55100100 088849 55150200 088718 435601.1 DRAINAGE IMPROVEMENTS 52 CONST CONTRACT 55150200 088716 62 CONST SUP CONSULTANT 55100100 088849 55150200 0887113 4291463 INTERSECTION IMPROVEMENT 52 CONST CONTRACT 55150200 088796 62 CONST SUP CONSULTANT 55150200 088718 429346-1 RESURFACING 52 CONST CONTRACT 55150200 088797 57 CONST RA LROAO 55150200 088797 5A CONST CONTRACT BONUS 55150200 088797 62 CONST SUP CONSULTANT 55100100 088849 55150200 088718 4311741 RESURFACING 52 CONST CONTRACT 55150200 088796 088797 62 CONST SUP CONSULTANT 55100100 088849 55150200 088718 429761-2 SIDEWALK 62 CONST SUP CONSULTANT 55150200 0887113 436624.1 SIDEWALK 38 PE OTHERAGENCV 55100100 NSB 58 CONST OTHER AGENCY 55150200 088716 NSB fib CONST SUP OTHER AGCV 55150200 088718 4290241 INTERSECTION IMPROVEMENT 42 ROW CONSULTANT 55100100 088853 43 ROW PURCHASE 55100100 088777 45 ROW RELOCATE 55100100 088777 4B ROW SERVICES 55100100 088853 52 CONST CONTRACT 55150200 088796 62 CONST SUP CONSULTANT 55150200 088718 429022.2 INTERSECTION IMPROVEMENT 52 CONST CONTRACT 55150200 088796 62 CONST SUP CONSULTANT 55150200 0887113 436208.1 OTHER ITS 82 OPERATIONS CONSULTNT 55150200 088866 436213.1 OTHER ITS 88 OPERATIONS OTHRAG55150200 088866 436210.1 OTHER ITS 82 OPERATIONS CONSULTNT 55150200 088866 436204.1 OTHER ITS 82 OPERATIONS CONSULTNT 55150200 088866 41 TECHNICAL ASSISTANCE 82 OPERATIONS CONSULTNT 55150200 088866 429047.3 LANDSCAPING 32 PE CONSULTANT 55100100 088849 52 CONST CONTRACT 55150200 088716 62 CONST SUP CONSULTANT 55100100 088849 55150200 088718 429047E LANDSCAPING 32 PE CONSULTANT 55100100 088849 52 CONST CONTRACT 55150200 088716 62 CONST SUP CONSULTANT 55100100 088849 55150200 088718 429047.1 LANDSCAPING 32 PE CONSULTANT 55100100 088849 52 CONST CONTRACT 55150200 088716 62 CONST SUP CONSULTANT 55100100 088849 55150200 088718 430763.3 ADD SPECIAL USE LONE 62 CONST SUP CONSULTANT 55100100 088849 421707E ADD SPECIAL USE LANE 5A CONST CONTRACT BONUS 55150200 088716 Category Description CONSTRUCT INSPECT CONSULT RESURFACING PRELIMINARY ENGR CONSULT HIWAV SAFETY CONSTR/GRAMS RESURFACING CONSTRUCT INSPECT CONSULT PRELIMINARY ENGR CONSULT PRELIMINARY ENGR CONSULT RIGHT-OF-WAY SUPPORT RIGHT-OF-WAY LAND ACO RIGHT-OF-WAY SUPPORT HIWAY SAFETY CONSTR/GRANTS PRELIMINARY ENGR CONSULT CONSTRUCT INSPECT CONSULT PRELIMINARY ENGR CONSULT HIWAY SAFETY CONSTR/GRANTS PRELIMINARY ENGR CONSULT CONSTRUCT INSPECT CONSULT HIWAV SAFETY CONSTR/GRANTS PRELIMINARY ENGR CONSULT CONSTRUCT INSPECT CONSULT CONSTRUCT INSPECT CONSULT TRAFFIC ENGR CONSULTANTS HIWAY SAFETY CONSTR/GRANTS PRELIMINARY ENGR CONSULT CONSTRUCT INSPECT CONSULT RESURFACING PRELIMINARY ENGR CONSULT CONSTRUCT INSPECT CONSULT PRELIMINARY ENGR CONSULT INTRASTATE HIGHWAY CONSTR INTRASTATE HIGHWAY CONSTR PRELIMINARY ENGR CONSULT CONSTRUCT INSPECT CONSULT PRELIMINARY ENGR CONSULT RESURFACING PRELIMINARY ENGR CONSULT CONSTRUCT INSPECT CONSULT HIGHWAY MAINTENANCE CONTR HIGHWAY MAINTENANCE CONTR PRELIMINARY ENGR CONSULT PRELIMINARY ENGR CONSULT PRELIMINARY ENGR CONSULT BRIDGE CONSTRUCTION PRELIMINARY ENGR CONSULT CONSTRUCT INSPECT CONSULT HIWAV SAFETY CONSTR/GRANTS HIWAY SAFETY CONSTR/GRANTS PRELIMINARY ENGR CONSULT CONSTRUCT INSPECT CONSULT RESURFACING RESURFACING RESURFACING PRELIMINARY ENGR CONSULT CONSTRUCT INSPECT CONSULT RIGHT-OF-WAY WJDACO RIGHT-OF-WAY SUPPORT INTRASTATE HIGHWAY CONSTR RESURFACING PRELIMINARY ENGR CONSULT CONSTRUCT INSPECT CONSULT PRELIMINARY ENGR CONSULT INTRASTATE HIGHWAY CONSTR PRELIMINARY ENGR CONSULT CONSTRUCT INSPECT CONSULT HIWAV SAFETY CONSTR/GRANTS PRELIMINARY ENGR CONSULT CONSTRUCT INSPECT CONSULT INTRASTATE HIGHWAY CONSTR PRELIMINARY ENGR CONSULT CONSTRUCT INSPECT CONSULT HIWAY SAFETY CONSTR/GRANTS CONSTRUCT INSPECT CONSULT RESURFACING RESURFACING RESURFACING PRELIMINARY ENGR CONSULT CONSTRUCT INSPECT CONSULT HIWAY SAFETY CONSTR/GRANTS RESURFACING PRELIMINARY ENGR CONSULT CONSTRUCT INSPECT CONSULT CONSTRUCT INSPECT CONSULT NOT STATE BUDGET INTRASTATE HIGHWAY CONSTR NOT STATE BUDGET CONSTRUCT INSPECT CONSULT RIGHT-OF-WAY SUPPORT RIGHT-OF-WAY LDACO WN RIGHT-OF-WAY MACO RIGHT-OF-WAY SUPPORT HIWAY SAFETY CONSTR/GRANTS CONSTRUCT INSPECT CONSULT HIWAY SAFETY CONSTR/GRANTS CONSTRUCT INSPECT CONSULT TRAFFIC ENGR CONSULTANTS TRAFFIC ENGR CONSULTANTS TRAFFIC ENGR CONSULTANTS TRAFFIC ENGR CONSULTANTS TRAFFIC ENGR CONSULTANTS PRELIMINARY ENGR CONSULT INTRASTATE HIGHWAY CONSTR PRELIMINARY ENGR CONSULT CONSTRUCT INSPECT CONSULT PRELIMINARY ENGR CONSULT INTRASTATE HIGHWAY CONSTR PRELIMINARY ENGR CONSULT CONSTRUCT INSPECT CONSULT PRELIMINARY ENGR CONSULT INTRASTATE HIGHWAY CONSTR PRELIMINARY ENGR CONSULT CONSTRUCT INSPECT CONSULT PRELIMINARY ENGR CONSULT INTRASTATE HIGHWAY CONSTR Year 2016 20,540 110,000 300000 376,180 154,050 2000000 605,636 10,270 41,080 332,055 614,146 20,540 41,080 369,720 500,000 826,500 125,244,315 297,830 1,232,400 20,000 144,841 245,000 290,000 50,000 1,100,000 127,218 60,725 238,290 18,486 28,756 268,437 5,135 20,540 5,086,715 64,188 123,240 4,537,871 15,000 77,025 267,020 70,863 309,630 10,270 26,508 18,486 20,600 1,417,280 89,000 606,131 125,000 2017 2018 2019 394,277 5,265 43,748 801,881 31,590 63,180 305,370 4,696,450 4,832,217 57,915 336,960 144,841 737,100 10,530 50,033 100,000 50,000 137,943 21,060 100,000 25,000 2,133,993 100,000 954,861 32,370 114,719 151,060 3,344,900 175,000 5,000,000 55,300 1,382,500 144,841 144,841 30,000 1,908,055 90,000 16,185 134,875 8,578,050 12,411,378 165,900 1,196445 200,000 100,000 1,551,122 775,025 836,500 100,000 100,000 100,000 500,000 841,230 37,765 126,184 125000 155,000 540,000 540,000 500,000 2,825,000 161,646 110,600 200,000 1,673 000 200,000 600,000 2020 Gra. Total 20,540 110,000 300,000 376,180 100,000 154,050 2,000,000 175,000 11,593 11,593 1,539,525 1,539 525 100000 100,000 605,636 10,270 41,080 332,055 954,861 32,370 114,719 614,146 20,540 41,080 369,720 3,500,000 394,277 5,265 43748 801,881 31,590 63,180 826,500 125,244,315 5,000,000 809,560 10,856,250 20,000 4,832,217 57,915 336,960 579,364 144,841 144,841 245,000 290,000 50,000 557,928 557,928 28,350 28,350 100,427 100,427 737,100 30,000 10,530 50,033 1,100,000 1,908,055 90,000 16,185 134,875 227,218 110,725 8,578,050 12,411,378 165,900 1,196,445 3263,000 3,263,000 238,290 18,486 28,756 268,437 5,135 20,540 5,086,715 64,188 123,240 137,943 21,060 4,537,871 15,000 100,000 77,025 267,020 70,863 309,630 10,270 26,508 18,486 25,000 691,498 691,498 113,045 113,045 80,457 80,457 20,600 3,551,273 89,000 906,131 1,551,122 161,646 775,025 110,600 83fi 500 200,000 500,000 1,673,000 3,346,000 206000 506E00 600,000 1,800,000 125,000 841,230 37,765 126,184 125,000 997,155 997,155 39,690 39,690 149,573 149,573 155,000 2,037,999 2,037,999 45,360 45,360 305,700 305,700 1,580,000 2,825,000 Sum of Estimated Year BD Name Item Description It Work DIM Description SR 99]/KROME AVENUE FROM SN 296 STREET TO S OF SW 232 STREET 427369-1 ADD LANES &RECONSTRUCT SR 990KROME AVENUE FROM SW 3125T/CAMPBELL DR TO SW 296 ST (TRUCKBVPS) SR 9A/I-95 (WB) FROM NW 103 STREET TO BISCAYNE RIVER CANAL SR 9A/I-95 (BB) FROM NW 103 STREET TO NORTH OF NVV 119 STREET SR 9A/I-95 EXPRESS FHP ENHANCED ENFORCEMENT SR 9A/I-95 EXPRESS LANES ITS OPERATIONS CONSULTANT CONTRACT SR 9A/I-95 EXPRESS OPERATIONS & MAINTENANCE SR 9A/I-95 EXPRESS OPERATIONS & MAINTENANCE INCIDENT MGMT/RO RANGERS SR 9A/I-95 FROM BISCAVNE RNER CANAL TO NORTH OF RAMP 87170353 SR 9A/I-95 FROM BISCAVNE RNER CANAL TO SR 860/MIAMI GARDEN OR SR 9A/I-95 FROM N W. 155TH STREET TO N W. 1 ]OTH STREET SR 9A/I-95 FROM NW 170 STREET TO SNAKE CREEK CANAL SR 9A/I-95 FROM NW 29 STREET TO NVV 79 STREET SR 9A/I-95 FROM NW 79TH STREET TO NVV 103RD STREET SR 9A/I-95 FROM NW 8 STREET TO NVV 29 STREET SR 9A/I-95 FROM S. OF SR836/I-395 TO BROWARD COUNTY LINE SR 9A/I-95 FROM SNAKE CREEK CANAL TO DADE/BROWARD CO LINE SR 9A/k95 FROM US-1 TO SOUTH OF SR 836/1395 SR 9A/I-95 NW 65 STREET PEDESTRIAN BRIDGE BRIDGE# 879007 SR 9A/I-95 RAMPS AT SR 860 MIAMI GARDENS DRIVE SR 9A/I-95 SOUTHBND FROM BISCAVNE RIVER CANAL TO N W. 125 STREET SR 9A/I-95 SOUTHBOUND RAMP TO WESTBOUND SR 836 SR A1A CITY OF MIAMI BEACH ROADWAY LIGHTING MAINTENANCE SRAM/COLLINS AVE. AT BA.R HAULOVER CUT CHANNEL -BAKER HAULOVER BR SR AM/COLLINS AVE. FROM 4700 BLOCK TO 5800 BLOCK SR A1A/COLLINS AVE. FROM BAWL EW DRIVE TO SR 856/192 STREET SR A1NIINDIAN CRK DR FROM .B0, AVENUE TO SR 901NVEST 63 STREET SR MA/MACARTHUR CAUSEWAY EAST BRIDGE # 8700]] STRIPING MIAMI-DADE COUNTYWIDE STRIPING PHASE MIAMI DADE COUNTYWIDE STRIPING PHASE C MIAMI DADE COUNTYWIDE SW 312 ST/CAMPBELL DR FROM SR 997/KROMEAVE TO SR 5/US 1 (TRUCI03VPASS) SW 336 ST/DAVIS PKWV FROM SR 990KROME AVENUE TO US 1 (TRUCK BYPASS) SWEEPING MIAMI-DADE COUNTY NORTH DADE CENTRAL QUADRANT TECH SUPPORT CONSLT-,IL. DESIGN MIAMI-DADS & MONROE FOR FUTURE PROS TOWN OF GOLDEN BEAC LANDSCAPE MANTENANCE SR A1A TOWN OF GOLDEN BEACH LANDSCAPE MAINTENANCE SRA1A TOWN OF MIAMI LAKES- SIDEWALK IMPROVEMENTS TOWN OF MIAMI LAKES CITYWIDE BICYCLE/ PEDESTRIAN IMPROVEMENTS TOWN OF MIAMI LAKES SR 826/PALMETTO EXPWY AT NW 154 ST INTSCTN TRAFFIC OPERATIONS PUSH BUTTON- ROADS MIAMI-DARE COUNTY 405575.9 ADD LANES&REHABILITATE PVM NT 430790-2 430]90-1 415456-9 415456-] 4154563 415456E 436202-1 434676-1 429301-1 428358E 4234522 433924E RIGID PAVEMENT REHABILITATION RIGID PAVEMENT REHABILITATION OTHER ITS TECHNICAL ASSISTANCE OTHER ITS OTHER ITS OTHER ITS OTHER ITS RIGID PAVEMENT REHABILITATION WIDEN/RESURFACE EXIST LANES LANDSCAPING LANDSCAPING 4293003 RIGID PAVEMENT RECONSTRUCTION 429300-1 RIGID PAVEMENT REHABILITATION 429300-2 RIGID PAVEMENT RECONSTRUCTION 414964-1 PDBE/EMO STUDY 433924-1 LANDSCAPING 414964J PDBE/EMO STUDY 436529-1 BRIDGE - PAINTING 4252162 RESURFACING 427515-2 RESURFACING 423126E INTERCHANGE IMPROVEMENT 422932.1 ROUTINE MA NTENANCE 433378.1 BRIDGE - PAINTING 434]]3.1 INTERSECTION IMPROVEMENT 430949-1 RESURFACING 430813.1 RESURFACING - RIDE ONLY 436522.1 BRIDGE-REPAIR/REHABILITATION 433683.1 4336832 4336833 433683-0 428283-1 428283-2 428285E 405575E ROUTINE MA MENANCE ROUTINE MAINTENANCE ROUTINE MAINTENANCE ROUTINE MAINTENANCE ROUTINE MAINTENANCE ROUTINE MAINTENANCE ROUTINE MAINTENANCE NEW ROAD CONSTRUCTION 405575J WIDEN/RESURFACE EXIST LANES 2526723 420]9]-1 2523543 252354E 436618.1 ROUTINE MA 00T000ANCE UTILITY CONTRACTS ROUTINE MAINTENANCE ROUTINE MA NTENANCE BIKE LANE/SIDEWALK 435509.1 BIKE PATH?RAIL 416709.2 4167093 431433.1 ROUTINE MAINTENANCE ROUTINE MA ANOE MISCELLANEOUSNEOUS CONSTRUCTION Phase Phase Description B.E. Category 43 ROW PURCHASE 55100100 O88]]] 45 ROW RELOCATE 55100100 088111 46 ROW UTILITY 55100100 088111 4B ROW SERVICES 55100100 088853 52 CONST CONTRACT 55150200 088716 62 CONST SUP CONSULTANT 55150200 088718 32 PE CONSULTANT 55100100 088849 42 ROW CONSULTANT 55100100 088853 43 ROW PURCHASE 55100100 088777 4B ROW SERVICES 55100100 088853 52 CONST CONTRACT 55150200 088716 62 CONST SUP CONSULTANT 55100100 088849 55150200 088718 5A CONST CONTRACT BONUS 55150200 088797 5A CONST CONTRACT BONUS 55150200 088797 88 OPERATIONS OTHR AGCV 55150200 088866 82 OPERATIONS CONSULTNT 55150200 088866 82 OPERATIONS CONSULTNT 55150200 088866 88 OPERATIONS OTHR AGCV 55150200 088866 82 OPERATIONS CONSULTNT 55150200 088866 82 OPERATIONS CONSULTNT 55150200 088866 82 OPERATIONS CONSULTNT 55150200 088866 5A CONST CONTRACT BONUS 55150200 088797 32 PE CONSULTANT 55100100 088849 32 PE CONSULTANT 55100100 088849 52 CONST CONTRACT 55150200 088716 62 CONST SUP CONSULTANT 55100100 088849 55150200 088718 32 PE CONSULTANT 55100100 088849 52 CONST CONTRACT 55150200 088797 56 CONST UTILITY 55150200 088797 SA CONST CONTRACT BONUS 55150200 088]9] 62 CONST SUP CONSULTANT 55100100 088849 55150200 088718 5A CONST CONTRACT BONUS 55150200 088]9] 32 PE CONSULTANT 55100100 088849 52 CONST CONTRACT 55150200 088797 56 CONST UTILITY 55150200 088797 57 CONST RA LROAO 55150200 088]9] 62 CONST SUP CONSULTANT 55100100 088849 55150200 088718 22 PD. CONSULTANT 55100100 088849 62 CONST SUP CONSULTANT 55100100 088849 55150200 088718 22 PDBE CONSULTANT 55100100 088849 52 CONST CONTRACT 55150200 088799 62 CONST SUP CONSULTANT 55100100 088849 55150200 088718 52 CONST CONTRACT 55150200 088]9] 62 CONST SUP CONSULTANT 55100100 088849 55150200 088718 5A CONST CONTRACT BONUS 55150200 088]9] 42 ROW CONSULTANT 55100100 088853 43 ROW PURCHASE 55100100 088777 4B ROW SERVICES 55100100 088853 52 CONST CONTRACT 55150200 088716 fit CONST SUP CONSULTANT 55100100 088849 55150200 088718 78 MAINT OTHER AGENCY 55150200 088712 52 CONST CONTRACT 55150200 088799 fit CONST SUP CONSULTANT 55100100 088849 55150200 088718 52 CONST CONTRACT 55150200 088796 62 CONST SUP CONSULTANT 55100100 088849 55150200 088718 52 CONST CONTRACT 55150200 088716 O88797 5A CONST CONTRACT BONUS 55150200 088]9] 62 CONST SUP CONSULTANT 55100100 088849 55150200 088718 32 PE CONSULTANT 55100100 088849 52 CONST CONTRACT 55150200 088797 62 CONST SUP CONSULTANT 55100100 088849 55150200 088718 32 PE CONSULTANT 55100100 088849 52 CONST CONTRACT 55150200 088799 62 CONST SUP CONSULTANT 55100100 088849 55150200 088718 72 MAINT CONSULTANT 55150200 088712 72 MAINT CONSULTANT 55150200 088712 72 MAINT CONSULTANT 55150200 088712 72 MAINT CONSULTANT 55150200 088712 72 MAINT CONSULTANT 55150200 088712 72 MAINT CONSULTANT 55150200 088712 72 MAINT CONSULTANT 55150200 088712 32 PE CONSULTANT 55100100 088849 42 ROW CONSULTANT 55100100 088853 43 ROW PURCHASE 55100100 088777 46 ROW,ILITY 55100100 088777 4B ROW SERVICES 55100100 088853 52 CONST CONTRACT 55150200 088]1] 62 CONST SUP CONSULTANT 55100100 088849 55150200 088718 32 PE CONSULTANT 55100100 088849 43 ROW PURCHASE 55100100 088777 4B ROW SERVICES 55100100 088853 52 CONST CONTRACT 55150200 088]1] 62 CONST SUP CONSULTANT 55100100 088849 55150200 0887113 72 MAINT CONSULTANT 55150200 088712 32 PE CONSULTANT 55100100 088849 36 PE,ILITY 55100100 088849 78 MAINT OTHER AGENCY 55150200 088712 78 MAINT OTHER AGENCY 55150200 088712 58 CONST OTHER AGENCY 55150200 088717 NSB 68 CONST SUP OTHER AGCV 55150200 NSB 38 PE OTHER AGENCY 55100100 NSB 58 CONST OTHER AGENCY 55150200 088717 68 CONST SUP OTHER AGCV 55150200 NSB 78 MAINT OTHER AGENCY 55150200 088712 78 MAINT OTHER AGENCY 55150200 088712 52 CONST CONTRACT 55150200 088716 62 CONST SUP CONSULTANT 55150200 088718 Category Description RIGHT-OF-WAY LANOACO RIGHT-OF-WAY LANOACO RIGHT-OF-WAY LAND ACO RIGHT-OF-WAY SUPPORT INTRASTATE HIGHWAY CONSTR CONSTRUCT INSPECT CONSULT PRELIMINARY ENGR CONSULT RIGHT-OF-WAY SUPPORT RIGHT-OF-WAY LANOACT RIGHT-OF-WAY SUPPORT INTRASTATE HIGHWAY CONSTR PRELIMINARY ENGR CONSULT CONSTRUCT INSPECT CONSULT RESURFACING RESURFACING TRAFFIC ENGR CONSULTANTS TRAFFIC ENGR CONSULTANTS TRAFFIC ENGR CONSULTANTS TRAFFIC ENGR CONSULTANTS TRAFFIC ENGR CONSULTANTS TRAFFIC ENGR CONSULTANTS TRAFFIC ENGR CONSULTANTS RESURFACING PRELIMINARY ENGR CONSULT PRELIMINARY ENGR CONSULT INTRASTATE HIGHWAY CONSTR PRELIMINARY ENGR CONSULT CONSTRUCT INSPECT CONSULT PRELIMINARY ENGR CONSULT RESURFACING RESURFACING RESURFACING PRELIMINARY ENGR CONSULT CONSTRUCT INSPECT CONSULT RESURFACING PRELIMINARY ENGR CONSULT RESURFACING RESURFACING RESURFACING PRELIMINARY ENGR CONSULT CONSTRUCT INSPECT CONSULT PRELIMINARY ENGR CONSULT PRELIMINARY ENGR CONSULT CONSTRUCT INSPECT CONSULT PRELIMINARY ENGR CONSULT BRIDGE CONSTRUCTION PRELIMINARY ENGR CONSULT CONSTRUCT INSPECT CONSULT RESURFACING PRELIMINARY ENGR CONSULT CONSTRUCT INSPECT CONSULT RESURFACING RIGHT-OF-WAY SUPPORT RIGHT-OF-WAY LANOACT RIGHT-OF-WAY SUPPORT INTRASTATE HIGHWAY CONSTR PRELIMINARY ENGR CONSULT CONSTRUCT INSPECT CONSULT HIGHWAY MAINTENANCE CONTR BRIDGE CONSTRUCTION PRELIMINARY ENGR CONSULT CONSTRUCT INSPECT CONSULT HIWAY SAFETY CONSTR/RANTS PRELIMINARY ENGR CONSULT CONSTRUCT INSPECT CONSULT INTRASTATE HIGHWAY CONSTR RESURFACING RESURFACING PRELIMINARY ENGR CONSULT CONSTRUCT INSPECT CONSULT PRELIMINARY ENGR CONSULT RESURFACING PRELIMINARY ENGR CONSULT CONSTRUCT INSPECT CONSULT PRELIMINARY ENGR CONSULT BRIDGE CONSTRUCTION PRELIMINARY ENGR CONSULT CONSTRUCT INSPECT CONSULT HIGHWAY MAINTENANCE CONTR HIGHWAY MAINTENANCE CONTR HIGHWAY MAINTENANCE CONTR HIGHWAY MAINTENANCE CONTR HIGHWAY MAINTENANCE CONTR HI GHWAV MAINTENANCE CONTR HIGHWAY MAINTENANCE CONTR PRELIMINARY ENGR CONSULT RIGHT-OF-WAY SUPPORT RIGHT-OF-WAY LANDACO RIGHT-OF-WAY LANDACT RIGHT-OF-WAY SUPPORT ARTERIAL HIGHWAY CONSTR PRELIMINARY ENGR CONSULT CONSTRUCT INSPECT CONSULT PRELIMINARY ENGR CONSULT RIGHT-OF-WAY LAND ACT RIGHT-OF-WAY SUPPORT ARTERIAL HIGNAV CONSTR E PRELIMINARY ENGR CONSULT CONSTRUCT INSPECT CONSULT HIGHWAY MAINTENANCE CONTR PRELIMINARY ENGR CONSULT PRELIMINARY ENGR CONSULT HIGHWAY MAINTENANCE CONTR HIGHWAY MAINTENANCE CONTR ARTERIAL HIG MNAV CONSTR NOT STATE BUDGET NOT STATE BUDGET NOT STATE BUDGET ARTERIAL HIG MNAV CONSTR NOT STATE BUDGET HIGHWAY MAINTENANCE CONTR HIGHWAY MAINTENANCE CONTR INTRASTATE HIGHWAY CONSTR CONSTRUCT INSPECT CONSULT 2016 _201] 6 15,28] 184 14900201900 119002019900 65,225 100,000 100,000 558,564 2,860,635 550,000 250,000 37,681,614 2,322,600 500,000 2,216,500 550,200 4,004,000 180,000 1 E34,494 30E10 138E45 160,000 35,945 123,240 415,935 20,000 167,735 4,448,806 130,000 685,000 100,000 200,000 300,000 150,000 1,300,000 350,000 2900900 ]50900 13,970 5,785 821,600 123240 2020 Gra. Total 40 287,784 265225 558,564 3560,635 3]581,614 322,600 500,000 40,000 7,741 41,741 200,000 51,009 251,009 228,879 100,000 328,879 2,587,759 2,587,759 113,400 113,400 318,654 318,654 260,000 260,000 100,000 100,000 600,000 600,000 1,200,000 3,380,000 3364,000 3,350,000 3,350,000 13,444,000 718,000 100,000 100,000 100,000 3,234,500 567,000 582,000 1,699,200 4,004,000 4,004,000 12,012,000 637900 656,000 675,000 1,968,000 3900,000 3,900,000 7,800,000 180,000 2,690,530 2,690530 225,000 225,000 1,034,494 30,810 138,645 345,000 345,000 48,438,000 48,438,000 66,000 66,000 1,320,000 1,320,000 421,200 421,200 6,191,640 6,191,640 160,000 240,000 240,000 25,272,000 25,272,000 34,000 34,000 250,000 250,000 210,600 210,600 3,180,060 3,180,060 12,534,606 12,534,606 35,945 123240 �F;QORQQ0 10,000,000 415,935 26,325 26,325 76,869 76369 875,571 875,571 10,530 10,530 ]3,]10 ]3,]10 20,000 1,623 1,623 2,500,000 1,000,000 972,265 4,472,285 ]],155 ]],155 55,906,200 55,906,200 1,134,000 1,134,000 4,932,900 4,932,900 172,764 1]],941 183,274 188,769 890,483 4,446306 126,360 126,360 294,840 294,840 2,281,230 2,281,230 10,790 10,790 241,696 241,696 1,105,650 1,105,650 3,984,203 3,984,203 200,000 200,000 31,590 31,590 353,803 353,803 130,000 614,774 614,]]4 10,790 10,790 92,216 92,216 685,000 7,381,439 7,381,439 151,522 151,522 1,362,592 1,362,592 100,000 200,000 400,000 100,000 100,000 100,000 100,000 400,000 200,000 200,000 200,000 600,000 300,000 300,000 900,000 300,000 300,000 600,000 150,000 150,000 150,000 150,000 750,000 1,300,000 31,827 31,827 11,066,601 3,000,000 5,000,000 19,O66,601 21,218 21,218 535,122 750,000 250,000 1,535,122 14,117, 347 14,117, 347 56,700 56,700 1,757,700 1,757,700 350,000 64,386 64,386 2,228 2,228 2,053495 2,053,495 28,350 28,350 255,150 255,150 75,192 75,192 150384 2,000,000 2,000,000 2,000,000 2,000,000 10,000,000 96,551 50,000 750,000 750,000 2,396,551 13,970 13,970 13,970 41,910 13,970 27,940 600,000 600,000 164,994 164,994 17,000 17,000 200,000 200,000 1,000,000 1,000,000 200,000 200,000 5,785 5,785 5,785 5,785 28,925 5,785 5,785 821,600 123,240 F1DOT OWPB - WP Reports; 5 Year Work Program Item Detail Page 1 of 1 Florida Department of TRANSPORTATION E-Updates I FL511 I Mobile Site Map Search FDOT... Web Application Home About FDOT ':ontact Us Offices Maps & Data Performance Projects Office of Work Program and Budget Lisa Saliba - Director Five Year Work Program Selection Criteria District 06 2015-2020 G1 (Updated: 4/6/2015-21:15:02) Miami -Dade County Item Number:412473-5 Description Contains:SE 5 Display current records in a Report Style Display current records in an Excel Document Project Summary Transportation System: NON -INTRASTATE STATE HIGHWAY District 06 - Miami -Dade County Description: SR 5/BRICKELL AVE FROM SE 5 STREET TO SE 8 STREET Type of Work: INTERSECTION IMPROVEMENT View Scheduled Activities Item Number: 412473-5 Length: 0.249 View Map of Item Construction Contract Information Notice to Proceed Date Work Begun Date Present Contract Days Contract Days Used Percent Days Used 05/30/2012 10/08/2012 468 481 102.78% Vendor Name: H & J ASPHALT, INC 05/30/2012 10/08/2012 468 481 102.78% Vendor Name: H & J ASPHALT, INC 05/30/2012 10/08/2012 468 481 102.78% Vendor Name: H & J ASPHALT, INC 05/30/2012 1 10/08/2012 1 468 1 481 1 102.78% Vendor Name: H & J ASPHALT, INC Project Detail Fiscal Year:1 20151 20161 20171 20181 20191 2020 Highways/Construction Amount: $2,597 This site is maintained by the Office of Work Program and Budget, located at 605 Suwannee Street, MS 21, Tallahassee, Florida 32399. For additional information please e-mail questions or comments to: (Lisa Saliba: Lisa.Saliba@dot.state.fl.us or call 850-414-4622 ;a) View Contact Information for Office of Work Program and Budget Application Home: Work Program Office Home: Office of Work Program and Budget Contact Us Employment MyFlorida.com Performance Statement of Agency Web Policies & Notices © 1996-2014 Florida Department of Transportation Florida Department of Transportation Consistent, Predictable, Repeatable http://www2.dot. state-fl.us/fmsupportapps/workprogram/Support/WPItemRept.ASPX?RF ... 4/28/2015 F1DOT OWPB - WP Reports; 5 Year Work Program Item Detail Page 1 of 1 Florida Department of TRANSPORTATION E-Updates I FL511 I Mobile Site Map Search FDOT... Web Application Home About FDOT Contact Us Offices Maps & Data Performance Projects Office of Work Program and Budget Lisa Saliba - Director Five Year Work Program Transportation System Description INTRASTATE STATE HIGHWAY Selection Criteria District 06 (Updated: 4/6/2015-21:15:02) Item Number:429037-1 2015-2020 G1 Miami -Dade County Description Contains:SR 90 District Length Type of Work Item Fiscal Year: 2015 2016 2017 2018 2019 2020 SR 90/SW 8 & SW 7 ST AT SW 4 AVENUE AND AT SW 3 AVENUE Highways /Preliminary Engineering District 06 - 0.417 INTERSECTION Miami -Dade IMPROVEMENT County 429037-1 $192,500 Highways /Right of Way $1,662,474 This site is maintained by the Office of Work Program and Budget, located at 605 Suwannee Street, MS 21, Tallahassee, Florida 32399. For additional information please e-mail questions or comments to: (Lisa Saliba: Lisa.Saliba@dot.state.fl.us or call 850-414-4622 $) View Contact Information for Office of Work Program and Budget Application Home: Work Program Office Home: Office of Work Program and Budget Contact Us Employment MyFlorida.com Performance Statement of Agency Web Policies & Notices © 1996-2014 Florida Department of Transportation Florida Department of Transportation Consistent, Predictable, Repeatable http://www2. dot.state.fl.us/fmsupportapps/workprogram/Support/WPItemRept.ASPX?RF... 4/28/2015 F1DOT OWPB - WP Reports; 5 Year Work Program Item Detail Page 1 of 1 Florida Department of TRANSPORTATION E-Updates I FL511 I Mobile Site Map Search FDOT... Web Application Home About FDOT Contact Us Offices Maps & Data Performance Projects Office of Work Program and Budget Lisa Saliba - Director Five Year Work Program Transportation System Description INTRASTATE STATE HIGHWAY SR 90/SW 7 ST/SW 8 ST FROM BRICKELL AVENUE TO SR 9/SW 27 AVENUE Selection Criteria District 06 (Updated: 4/6/2015-21:15:02) Item Number:432639-6 2015-2020 G1 Miami -Dade County Description Contains:SW 8 District Length Type of Work Item Fiscal Year: 2015 2016 2017 2018 2019 2020 District 06 - Miami -Dade County 2.970 PD&E/EMO STUDY Highways /PD & E $2,040,000 432639-6 This site is maintained by the Office of Work Program and Budget, located at 605 Suwannee Street, MS 21, Tallahassee, Florida 32399. For additional information please e-mail questions or comments to: (Lisa Saliba: Lisa.Saliba@dot.state.fl.us or call 850-414-4622 ja) View Contact Information for Office of Work Program and Budget Application Home: Work Program Office Home: Office of Work Program and Budget Contact Us Employment MyFlorida.com Performance Statement of Agency Web Policies & Notices © 1996-2014 Florida Department of Transportation Florida Department of Transportation Consistent, Predictable, Repeatable http://www2. dot.state.fl.us/fmsupportapps/workprogram/Support/WPItemRept.ASPX?RF... 4/28/2015 F1DOT OWPB - WP Reports; 5 Year Work Program Item Detail Page 1 of 1 Florida Department of TRANSPORTATION E-Updates 1 FL511 1 Mobile Site Map Search FDOT... Web Application Home About FDOT Contact Us Offices Maps & Data Performance Projects Office of Work Program and Budget Lisa Saliba - Director Transportation System Description INTRASTATE INTERSTATE SR 9A/I-95 FROM US-1 TO SOUTH OF SR 836/1-395 Five Year Work Program Selection Criteria District 06 (Updated: 4/6/2015-21:15:02) Item Number:414964-7 2015-2020 G1 Miami -Dade County Description Contains:I-95 District Length Type of Work Item Fiscal Year: 2015 2016 2017 2018 2019 2020 District 06 - Miami -Dade County 4.567 PD&E/EMO STUDY Highways /PD & E $10,200,000 414964-7 SIS This site is maintained by the Office of Work Program and Budget, located at 605 Suwannee Street, MS 21, Tallahassee, Florida 32399. For additional information please e-mail questions or comments to: (Lisa Saliba: Lisa.Saliba@dot.state.fl.us or call 850-414-4622 ca) View Contact Information for Office of Work Program and Budget Application Home: Work Program Office Home: Office of Work Program and Budget Contact Us Employment MyFlorida.com Performance Statement of Agency Web Policies & Notices © 1996-2014 Florida Department of Transportation Florida Department of Transportation Consistent, Predictable, Repeatable http://www2. dot.state.fl.us/fmsupportapps/workprogram/Support/WPItemRept.ASPX?RF... 4/28/2015 Miami -Dade MPO's 2040 LRTP Table 6-10 I Partially Funded Projects (Values in Millions YOE $) MAP ID Project 1 Beach Connection (Baylink) 2 Douglas Rd Corridor BRT(SW 27/37 Ave) Dedicated Lanes 3 Golden Glades Multimodal Terminal (Phase 2) 4 1-95 Limits From Miami Downtown Terminal US-1 South of SR 836/1-395 Limits To Miami Beach Convention Center Miami Intermodal Center (MIC) Broward County Line Description Premium transit service Full bus rapid transit Park -and -Ride facility with 1,800 space garage Operational and capacity improvements Total Capital Cost Funded via TIP $13.035 Total Capital Cost (2013 $) $532.132 $166.400 $45.000 5 1-95 US-1 South of SR 836/1-395 Operational and capacity improvements 510.200 6 MDX Connect 4 Express 7 MDX SR-924/Gratigny Parkway East Extension 8 MDX SR-836 (Dolphin) SouthWest Extension*** 9 Miami Intermodal Center (MIC) 10 NW 36th /NW 41 St 11 SR-826 (Palmetto) 12 SR-826 (Palmetto) 13 SR-826 (Palmetto) 14 SR-826 (Palmetto) 15 SW 117 Ave/SW 152 St (Coral Reef) Grade Separation Central Miami -Dade County NW 32 Ave Western Terminus of SR-836 (Dolphin) SR-821 (HEFT) West Flagler St US-1/S Dixie Highway East of NW 67 Ave West of NW 32 Ave North Miami -Dade County I-95 SW 136 St NW 42 Ave (LeJeune) NW 154 St SR-836 (Dolphin) East of NW 57 Ave East of NW 27 Ave New expressway connecting SR-836 (Dolphin), SR- 112 , SR-924, and SR-826 (Palmetto) New expressway extension of SR-924 East to 1-95 Extend SR-836 from NW 137 Ave to the Southwest Kendall area NW 42 Ave (LeJeune) Strip Redesign NW 36 St/41 St as a superarterial express street Operational and capacity improvements Managed lanes Capacity and operational improvements Capacity and operational improvements Grade separate SW 117 Ave over SW 152 St (Coral Reef) 16 SW7St/SW8St Brickell Ave SW 27 Ave Operational and capacity improvements 17 SW 88 St ( Kendall)/SW 127Ave Grade Separation 18 Town of Indian Creek Bridge 19 Tria-Rail Coastal Link 20 US-1 Managed Lanes*** Miami SW 344 St (Palm) Pompano Dadeland South Metrorail Station Grade separate SW 88 St (Kendall) over SW 127 Ave. Reconstruct bridge Tri-Rail service Add 2 /1 reversible new managed lanes within the ROW of the Busway Bolded phase funds are included in the 2015/2019 Miami -Dade TIP * denotes portions of phase values are included in both the TIP and 2040 Plan ** denotes Operations and Maintenance is funded via MDT system efficiencies ***Project would require amendment of the Miami -Dade County Comprehensive Plan Development Master Plan $7.300 50.240 $7.490 50.012 $7.150 $5.500 $6.900 $1.515 $5.566 $1.809 $150.000 5477.000 $808.000 $397.051 $39.705 Project Costs Funded via 2040 Plan $161.273 $36.378 $6.075 $13.035 510.200 $323.800 $296.500 $681.900 $509.504 52.080 $7.060 $0.278 $0.093 $39.705 $13.860 $7.060 $367.000 $139.700 6-36 I MOBILITY OPTIONS Appendix C: Maximum Development Potential Calculations LUPA Existing Development Maximum Acreage 10.05 acres Maximum Square Footage 13,483,562 sq-ft Hotel 400 rooms/acre Residential 200 du/acre Hotel 2,010 rooms Residential 1,005 du Hotel 400 sq-ft/room Residential 1000 sq-ft/du Hotel 804,000 sq-ft Residential 1,005,000 sq-ft Office/Retail 11,674,562 sq-ft Proposed Development Maximum Acreage 10.05 acres Retail/Office 13,483,562 sq-ft Hotel 800 rooms/acre Residential 400 du/acre Hotel 4,020 rooms Residential 2,010 du Hotel 400 sq-ft/room Residential 1000 sq-ft/du Hotel 1,608,000 sq-ft Residential 2,010,000 sq-ft Office/Retail 9,865,562 sq-ft Existing Development Office/Retail 11674.562 General Office AM: Ln(T) = 0.80 Ln(X) + 1.57 PM: T = 1.12 (X) +78.45 Shopping Center Input Output 9,500 7,312 AM 8,332 9,500 10,718 PM 15,434 Total 18,030 Total 23,766 AM: Ln(T) = 0.61 Ln(X) + 2.24 2,174.562 1,020 PM: Ln(T) = 0.67 Ln(X) +3.31 2,174.562 4,716 Total 5,736 General Office Proposed Development Office/Retail 9865.562 AM: Ln(T) = 0.80 Ln(X) + 1.57 PM: T = 1.12 (X) +78.45 Shopping Center Input Output 7,800 6,245 AM 7,234 7,800 8,814 PM 13,370 Total 15,059 Total 20,604 AM: Ln(T) = 0.61 Ln(X) + 2.24 2,065.562 989 PM: Ln(T) = 0.67 Ln(X) +3.31 2,065.562 4,556 Total 5,545 Existing Development Hotel 2,010 rooms High -Rise Residential 1,005 du General Office: 9,500,000 sq-ft Shopping Center: 2,174,562 sq-ft Proposed Development Hotel 4,020 rooms High -Rise Residential 2,010 du General Office: 7,800,000 sq-ft Shopping Center: 2,065,562 sq-ft K:\FTL_TPTO\043615000-Riverfront SAP\LUPA \Calcs\LUPA Maximum Development Comparison 05 04 15.xlsx Appendix D: Trip Generation EXISTING AM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS I DIRECTIONAL Land Use ITE Edition ITE ITE Code Scale Units Percent PROJECT TRIPS I REDUCTION(1) VOLUMES REDUCTION FACTOR(1) VOLUMES CAPTURE I PROJECT TRIPS In Out In MR Out Total Percent Trips In Out Total Percent PRF Trips In Out Total Percent IC Trips In Out Total 1 Hotel 9 310 2010 room 59% 41% 628 437 1,065 10.0% 107 565 393 958 10.0% 96 508 354 862 20.5% 177 404 281 685 2 3 High -Rise Apartment General Office Building 9 9 222 710 1005 9500 du ksf 25% 88% 75% 12% 75 6,435 225 877 300 7,312 10.0% 10.0% 30 731 68 5,792 202 789 270 6,581 10.0% 10.0% 27 658 61 5,213 182 710 243 5,923 3.0% 7.0% 7 417 59 4,846 177 660 236 5,506 4 Shopping Center 9 820 2174.6 ksf 62% 38% 632 388 1,020 10.0% 102 569 349 918 10.0% 92 512 314 826 33.7% 278 339 209 548 5 6 7 8 9 10 11 12 ITE Code Equation 310 Y=0.53(X) 222 LN(Y) = 0.99*LN(X)+-1.14 710 LN(Y) = 0.8*LN(X)+1.57 820 LN(Y) = 0.61*LN(X)+2.24 Existing Development 7,770 1,927 9,697 10.0% 970 6,994 1,733 8,727 10.0% 873 6,294 1,560 7,854 11.2% 879 5,648 1,327 6,975 16%VOF Reduction Existing Vehicle Trips Existing Person -Trips (1.4 persons per vehicle) 904 212 1,116 4,744 1,115 5,859 Notes: (1) Based on City of Miami input, as a portion of the development is outside of the Miami DRI, a 10% Multimodal factor and 10% pedestrian factor were used. PROPOSED AM PEAK HOUR TRIP GENERATION 6,642 1,561 8,203 ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION GROSS PROJECT TRIPS MULTIMODAL VOLUMES 10% PEDESTRIAN REDUCTION FACTOR(1) VOLUMES INTERNAL CAPTURE NET NEW PROJECT TRIPS Land Use ITE Edition ITE Code Scale ITE Units Percent In Out In Out Total Percent MR Trips In Out Total Percent PRF Trips In Out Total Percent IC Trips In Out Total 1 Hotel 9 310 4020 room 59% 41% 1,257 874 2,131 10.0% 213 1,131 787 1,918 10.0% 192 1,018 708 1,726 8.9% 154 927 645 1,572 2 3 High -Rise Apartment General Office Building 9 9 222 710 2010 7800 du ksf 25% 88% 75% 12% 149 5,496 447 749 596 6,245 10.0% 10.0% 60 624 134 4,946 402 675 536 5,621 10.0% 10.0% 54 562 121 4,451 361 608 482 5,059 2.7% 7.7% 13 390 118 4,108 351 561 469 4,669 4 5 Shopping Center 9 820 2065.6 ksf 62% 38% 613 376 989 10.0% 99 552 338 890 10.0% 89 497 304 801 34.1% 273 328 200 528 6 7 8 9 10 11 12 ITE Code Equation 310 Y=0.53(X) 222 LN(Y) = 0.99*LN(X)+-1.14 710 LN(Y) = 0.8*LN(X)+1.57 820 LN(Y) = 0.61*LN(X)+2.24 Proposed Development 7,515 2,446 9,961 10.0% 995 6,763 2,202 8,965 10.0% 897 6,087 1,981 8,068 10.3% 830 5,481 1,757 7,238 16%VOF Reduction Proposed Development Vehicle Trips Proposed Development Person -Trips (1.4 persons per vehicle) Notes: (1) Based on City of Miami input, as a portion of the development is outside of the Miami DRI, a 10% Multimodal factor and 10% pedestrian factor were used. 877 281 1,158 4,604 1,476 6,080 6,446 2,066 8,512 Net New Vehicle Trips Person -Trips (1.4 persons per vehicle) NET NEW PROJECT TRIPS In Out Total -140 361 221 -196 505 309 K:\FTL_TPTO\043615000-Riverfront SAP\LUPA\Calcs\Trip Gen\05 04 15 Trip Gen AM.xlsx: PRINT -PEAK HOUR 5/5/2015,9:26 AM EXISTING PM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS I DIRECTIONAL Land Use ITE Edition ITE ITE Code Scale Units Percent GROSS I MULTIMODAL I 10% PEDESTRIAN INTERNAL I NET NEW PROJECT TRIPS I REDUCTION(1) VOLUMES REDUCTION FACTOR(1) VOLUMES CAPTURE I PROJECT TRIPS In Out In MR Out Total Percent Trips In Out Total Percent PRF Trips In Out Total Percent IC Trips In Out Total 1 Hotel 9 310 2010 room 51% 49% 615 591 1,206 10.0% 121 553 532 1,085 10.0% 109 497 479 976 12.9% 126 433 417 850 2 3 High -Rise Apartment General Office Building 9 9 222 710 1005 9500 du ksf 61% 17% 39% 83% 204 1,822 130 8,896 334 10,718 10.0% 10.0% 33 1,072 184 1,640 117 8,006 301 9,646 10.0% 10.0% 30 965 166 1,476 105 7,205 271 8,681 49.3% 2.3% 134 199 84 1,443 53 7,039 137 8,482 4 Shopping Center 9 820 2174.6 ksf 48% 52% 2,264 2,452 4,716 10.0% 471 2,038 2,206 4,244 10.0% 424 1,835 1,985 3,820 11.4% 435 1,626 1,759 3,385 5 6 7 8 9 10 11 12 ITE Code Equation 310 Y=0.6(X) 222 Y=0.32*(X)+12.3 710 Y=1.12*(X)+78.45 820 LN(Y) = 0.67*LN(X)+3.31 Existing Development 4,905 12,069 16,974 10.0% 1,697 4,415 10,861 15,276 10.0% 1,528 3,974 9,774 13,748 6.5% 894 3,586 9,268 12,854 16%VOF Reduction Existing Vehicle Trips - Existing Person -Trips (1.4 persons per vehicle) Notes: (1) Based on City of Miami input, as a portion of the development is outside of the Miami DRI, a 10% Multimodal factor and 10% pedestrian factor were used. PROPOSED PM PEAK HOUR TRIP GENERATION 574 1,483 2,057 3,012 4,217 7,785 10,899 10,797 15,116 ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION GROSS PROJECT TRIPS MULTIMODAL VOLUMES 10% PEDESTRIAN REDUCTION FACTOR(1) VOLUMES INTERNAL CAPTURE NET NEW PROJECT TRIPS Land Use ITE Edition ITE Code Scale ITE Units Percent In Out In Out Total Percent MR Trips In Out Total Percent PRF Trips In Out Total Percent IC Trips In Out Total 1 Hotel 9 310 4020 room 51% 49% 1,230 1,182 2,412 10.0% 241 1,107 1,064 2,171 10.0% 217 996 958 1,954 7.0% 137 926 891 1,817 2 3 High -Rise Apartment General Office Building 9 9 222 710 2010 7800 du ksf 61% 17% 39% 83% 400 1,498 256 7,316 656 8,814 10.0% 10.0% 66 881 360 1,349 230 6,584 590 7,933 10.0% 10.0% 59 793 324 1,214 207 5,926 531 7,140 49.7% 2.8% 264 200 163 1,180 104 5,760 267 6,940 4 5 Shopping Center 9 820 2065.6 ksf 48% 52% 2,187 2,369 4,556 10.0% 456 1,968 2,132 4,100 10.0% 410 1,771 1,919 3,690 14.8% 546 1,509 1,635 3,144 6 7 8 9 10 11 12 ITE Code Equation 310 Y=0.6(X) 222 Y=0.32*(X)+12.3 710 Y=1.12*(X)+78.45 820 LN(Y) = 0.67*LN(X)+3.31 Proposed Development 5,315 11,123 16,438 10.0% 1,644 4,784 10,010 14,794 10.0% 1,479 4,305 9,010 13,315 8.6% 1,147 3,778 8,390 12,168 16%VOF Reduction Proposed Development Vehicle Trips Proposed Development Person -Trips (1.4 persons per vehicle) Notes: (1) Based on City of Miami input, as a portion of the development is outside of the Miami DRI, a 10% Multimodal factor and 10% pedestrian factor were used. 605 1,342 1,947 3,173 7,048 10,221 4,442 9,867 14,309 Net New Vehicle Trips Person -Trips (1.4 persons per vehicle) NET NEW PROJECT TRIPS In Out Total 161 -737 -576 225 -1,032 -807 K:\FTL_TPTO\043615000-Riverfront SAP\LUPA\Calcs\Trip Gen\05 04 15 Trip Gen PM.xlsx: PRINT -PEAK HOUR 5/5/2015,2:10 PM Internal Capture Reduction Calculations Methodology for A.M. Peak Hour and P.M. Peak Hour based on the Trip Generation Handbook, 3rd Edition, published by the Institute of Transportation Engineers Methodology for Daily based on the average of the Unconstrained Rates for the A.M. Peak Hour and P.M. Peak Hour SUMMARY (EXISTING) d Z — GROSS TRIP GENERATION Land Use Daily A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Enter Exit Office 6,435 877 1,822 8,896 Retail 632 388 2,264 2,452 Restaurant Cinema/Entertainment Residential 75 225 184 177 Hotel 628 437 615 591 0 0 7,770 1,927 4,885 12,116 OUTPUT INTERNAL TRIPS Land Use Daily A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Enter Exit Office 0 0 311 202 56 188 Retail 0 0 229 115 300 239 Restaurant 0 0 0 0 0 0 Cinema/Entertainment 0 0 0 0 0 0 Residential 0 0 2 7 92 86 Hotel 0 0 0 218 110 45 0 0 542 542 558 558 OUTPUT Total % Reduction 0.0% 11.2% 6.6% Office 7.0% 2.3% Retail 33.7% 11.4% Restaurant Cinema/Entertainment Residential 3.0% 49.3% Hotel 20.5% 12.9% OUTPUT EXTERNAL TRIPS Land Use Daily A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Enter Exit Office 0 0 6,124 675 1,766 8,708 Retail 0 0 403 273 1,964 2,213 Restaurant 0 0 0 0 0 0 Cinema/Entertainment 0 0 0 0 0 0 Residential 0 0 73 218 92 91 Hotel 0 0 628 219 505 546 0 7,228 1,385 4,327 11,558 Internal Capture Reduction Calculations Methodology for A.M. Peak Hour and P.M. Peak Hour based on the Trip Generation Handbook, 3rd Edition, published by the Institute of Transportation Engineers Methodology for Daily based on the average of the Unconstrained Rates for the A.M. Peak Hour and P.M. Peak Hour SUMMARY (PROPOSED) d Z — GROSS TRIP GENERATION Land Use Daily A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Enter Exit Office 5,496 749 1,498 7,316 Retail 613 376 2,187 2,369 Restaurant Cinema/Entertainment Residential 149 447 400 256 Hotel 1,257 874 1,230 1,182 0 0 7,515 2,446 5,315 11,123 OUTPUT INTERNAL TRIPS Land Use Daily A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Enter Exit Office 0 0 283 196 57 191 Retail 0 0 225 112 327 349 Restaurant 0 0 0 0 0 0 Cinema/Entertainment 0 0 0 0 0 0 Residential 0 0 3 13 200 126 Hotel 0 0 0 190 126 44 0 0 511 511 710 710 OUTPUT Total % Reduction 0.0% 10.3% 8.6% Office 7.7% 2.8% Retail 34.1% 14.8% Restaurant Cinema/Entertainment Residential 2.7% 49.7% Hotel 8.9% 7.0% OUTPUT EXTERNAL TRIPS Land Use Daily A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Enter Exit Office 0 0 5,213 553 1,441 7,125 Retail 0 0 388 264 1,860 2,020 Restaurant 0 0 0 0 0 0 Cinema/Entertainment 0 0 0 0 0 0 Residential 0 0 146 434 200 130 Hotel 0 0 1,257 684 1,104 1,138 0 7,004 1,935 4,605 10,413 Appendix E: Cardinal Distribution and Miami River Development SAP Distribution Legend — Study Roadway T � Study Intersection XX% Entering Trip Distribution (XX%) Exiting Trip Distribution N NOT TOSCALE 2 (0 14 0.0%) (5 0%) i (50%) SW 5th Street 14 t (50%) (50%) r (330%) 9.0%z Miami River SAP Driveway re L (120%) 4- (350%) Miami River SAP Driveway SW 6th Street 411 (150%) (100%) iami River SAP Driveway 50%y J1 2o% J 20%7 1 r Miami River SAP Driveway CS) 14 0 Miami River SAP Driveway SW 7th Street J1 1P (O D%) (i5D%) re L 250% E SW 2nd Avenue - 200 % To Fps Ns xama (E) 14 14 330%io J 33.oZ $j Cu o a m 1 tO V Yf y SW 8th Street SW 2nd Avenue Kimley»»Horn 2015 Figure 2 A.M. Peak Hour Amendment Trip Distribution Comprehensive Plan Amendment City of Miami, Florida , MIAMI-DADE 2005 DIRECTIONAL DISTRIBUTION SUMMARY ORIGIN ZONE CountyTAZ RegionalTAZ NNE ENE ESE SSE SSW WSW WNW NNW TOTAL PERCENT CARDINAL DIRECTIONS 11.23 6.75 2.78 4.23 6.31 26.12 21.2 21.39 554 3254 TRIPS 597 362 159 162 348 1263 1042 1065 4,998 PERCENT 11.94 7.24 3.18 3.24 6.96 25.27 20.85 21.31 555 3255 TRIPS 838 424 146 113 627 1864 1501 1559 7,072 PERCENT 11.85 6 2.06 1.6 8.87 26.36 21.22 22.04 556 3256 TRIPS 393 276 82 76 355 1236 1080 1014 4,512 PERCENT 8.71 6.12 1.82 1.68 7.87 27.39 23.94 22.47 557 3257 TRIPS 149 89 59 36 72 218 269 140 1,032 PERCENT 14.44 8.62 5.72 3.49 6.98 21.12 26.07 13.57 558 3258 TRIPS 116 76 38 39 57 221 204 167 918 PERCENT 12.64 8.28 4.14 4.25 6.21 24.07 22.22 18.19 559 3259 TRIPS 0 0 0 0 0 0 0 0 PERCENT 0 0 0 0 0 0 0 0 560 3260 TRIPS 37 33 6 16 18 67 49 56 282 PERCENT 13.12 11.7 2.13 5.67 6.38 23.76 17.38 19.86 561 3261 TRIPS 132 82 40 38 79 213 155 174 913 PERCENT 14.46 8.98 4.38 4.16 8.65 23.33 16.98 19.06 562 3262 TRIPS 1 0 1 1 1 2 1 2 9 PERCENT 0 11.11 11.11 11.11 22.22 11.11 22.22 563 3263 TRIPS 185 114 138 79 119 280 236 259 1,410 PERCENT 13.12 8.09 9.79 5.6 8.44 19.86 16.74 18.37 564 3264 TRIPS 343 264 302 169 200 490 440 501 2,709 PERCENT 12.66 9.75 11.15 6.24 7.38 18.09 16.24 18.49 565 3265 TRIPS 986 1319 402 274 469 1454 1067 1614 7,585 566 3266 TRIPS 6 7 6 1 2 8 9 5 44 PERCENT 13.64 15.91 13.64 2.27 4.55 18.18 20.45 11.36 567 3267 TRIPS 92 65 26 17 30 106 101 84 521 PERCENT 17.66 12.48 4.99 3.26 5.76 20.35 19.39 16.12 568 3268 TRIPS 765 433 83 184 360 1286 1099 1322 5,532 PERCENT 13.83 7.83 1.5 3.33 6.51 23.25 19.87 23.9 569 3269 TRIPS 695 317 57 58 399 1359 1109 1341 5,335 PERCENT 13.03 5.94 1.07 1.09 7.48 25.47 20.79 25.14 570 3270 TRIPS 469 586 44 89 238 1777 1892 1651 6,746 PERCENT 6.95 8.69 0.65 1.32 3.53 26.34 28.05 24.47 571 3271 TRIPS 1907 995 48 251 675 3330 2954 3568 13,728 PERCENT 13.89 7.25 0.35 1.83 4.92 24.26 21.52 25.99 572 3272 TRIPS 585 265 55 80 183 979 786 922 3,855 PERCENT 15.18 6.87 1.43 2.08 4.75 25.4 20.39 23.92 573 3273 TRIPS 518 359 103 66 176 773 630 702 3,327 PERCENT 15.57 10.79 3.1 1.98 5.29 23.23 18.94 21.1 574 3274 TRIPS 651 516 59 52 170 669 625 686 3,428 PERCENT 18.99 15.05 1.72 1.52 4.96 19.52 18.23 20.01 575 3275 TRIPS 616 538 166 80 216 708 676 873 3,873 PERCENT 15.9 13.89 4.29 2.07 5.58 18.28 17.45 22.54 576 3276 TRIPS 910 817 162 95 233 1138 1033 1060 5,448 PERCENT 16.7 15 2.97 1.74 4.28 20.89 18.96 19.46 577 3277 TRIPS 1070 554 106 53 266 1257 796 1157 5,259 PERCENT 20.35 10.53 2.02 1.01 5.06 23.9 15.14 22 578 3278 TRIPS 342 187 12 38 40 363 280 299 1,561 PERCENT 21.91 11.98 0.77 2.43 2.56 23.25 17.94 19.15 579 3279 TRIPS 243 133 10 22 45 299 254 279 1,285 PERCENT 18.91 10.35 0.78 1.71 3.5 23.27 19.77 21.71 580 3280 TRIPS 877 412 29 87 269 1588 1399 1761 6,422 PERCENT 13.66 6.42 0.45 1.35 4.19 24.73 21.78 27.42 581 3281 TRIPS 648 302 39 79 73 947 815 1070 3,973 PERCENT 16.31 7.6 0.98 1.99 1.84 23.84 20.51 26.93 582 3282 TRIPS 557 227 13 33 19 605 425 586 2,465 PERCENT 22.6 9.21 0.53 1.34 0.77 24.54 17.24 23.77 583 3283 TRIPS 1443 484 29 84 65 1133 1162 1190 5,590 PERCENT 25.81 8.66 0.52 1.5 1.16 20.27 20.79 21.29 584 3284 TRIPS 94 0 0 57 435 297 245 294 1,422 PERCENT 6.61 0 0 4.01 30.59 20.89 17.23 20.68 585 3285 TRIPS 286 9 0 272 1250 872 1031 945 4,665 PERCENT 6.13 0.19 0 5.83 26.8 18.69 22.1 20.26 ORIGIN -DESTINATION MATRIX TAZ NNE ENE ESE SSE SSW WSW WNW NNW Total 566 14 16 14 2 5 18 20 11 100 567 18 13 5 3 6 20 19 16 100 Average 16 15 9 2 6 19 19 14 100 K:\FTL_TPTO\043615000-RiverfrontSAP\Calcs\TAZ data.xlsx Appendix F: Transit Ridership Data Bus Routes Route 6 a) Q r- c) z a) Q M NW 11 St z NW 14 St SW 8 St a) Q N M a) Q' N('y N %6S t9a Z NW 14 St a) Q Q N M SW 27 Terr L- SW 27 Lane 1-,� Coconut Grove Metrorail Station Bird Ave (SW 30 St) a) Q r- N a) N Z 0 NORTH MAP NOT TO SCALE osrzon NW 22 Ave NW30StnA NW 29 St a)a) < Q wr _ z z z W. Flagler St SW 1 St a) N u) 9 St 11 St NE 17 St METRORAIL 2. 46 Miami Ave ii— Q a) w z Lu MDC =Wolfson Campus re Downtown Miami 7 St • 8 St Brickell Metrorail Station Route 8 FIU University Park Campus FIU Bus Terminal SW 107 Ave -4-0. SW 8 St SW 17 St Weekday Service Legend Route 8 FIU Bus Terminal (Via Coral Way)- MDC Wolfson Campus Route 8A FIU Bus Terminal (Via SW 8 St)- MDC Wolfson Campus 1'1 a); 1n ■ • SW 8 St SW 7 St NE6St Q . MDC Wolfson ro Campus Downtown 4 St Miami r� > Coral Way 0) 0 SW24St■■ Q C c) Q• I,-■ co • • • - ■ . Westchester Shopping Center God` ��a Little Havana WESTCHESTER SHORT TURN & WEEKEND SERVICE Library JL Fire •-Station rn SW24St co:� 0w Q • Westchester u) co • Shopping • Center ■ . a) Q• r--• co ■ SW 8 St Coral Way Br'ckell Metrorail Station Weekend Service Legend Route 8 SW 24 St/ SW 88 Ave- MDC Wolfson Campus w z w NORTH MAP NOT TO SCALE 06/2011 Route 24 Westchester Short Turn Library cI, -Station Fire . > ■ < :co • ro Coral Way 5 SW24St >■ .. Q■• • co ■ •. Westchester ■ • Shopping . • Center CO ■ ■ Rush Hours Only SW 152 Pass Coral Way SW 26 St FIU University Park Campus i FIU Bus Terminal SW 24 St U co cn SW 137 Ave Route 24 Coral Way Limited - Monday through Saturday Limited stops between Brickell Metrorail Station and Ponce de Leon Blvd SW 7 St > > m . Q O NN N o : Limited stop Q •■ > J Z co ■ V) ■ b 'A ■ iv ' ▪ o •> J0 J0 0 0 �O,p 0��9♦ W13St • • • • ,\ 4z • Q,s, 0 o ciAi Vizcaya Metrorail Station ■ SW 22 St Gj cbP' Andalusia Brickell Metrorail Station SW 11 St On Sundays Route 24 makes all local stops Coral Gable Coral Way 0 0 J 0 a) ■ ) ■ > c . co • a) ■0 ■ s til■0_ • ■ a� e/- . ■ Aragon ; �o� ■ -41...: Westchester Biltmore Way as Shopping Center o ■ 0] a) cn • Andalusia SW 22 St SW 7 St 0 Q 0 Q cn Brickell Metrorail Station SW 11 St SW 13 St Vizcaya Metrorail Station 0 NORTH MAP NOT TO SCALE 04/2014 Route 48 o, Coral �, Gables AO� a) > < Peacock co Douglas Road Metrorail Station (IQ IGrand Ave.--N ae de v N. (\� �. s Qom o CC9,)0 c a Coconut -p > Grove `' 9 ) J Hardee Rd University Metrorail Station Brickell Metrorail Station a) co SW/SE 8 St cz;)1I L., SW/SE 10 St rr�^ vJ Mercy Way Miami 'Cr) N N 0 U Mercy Hospital Brickell North Map not to scale Route 207/208 Little Havana Connection MDC Interamerican Campus III SW 7 Stri/ u) N N Q N Cn City of Miami Police Sub Station - ;CC (22 NW 22 Ave ■ ■ ■ ■ ■ Counterclockwise SW 7 St West Flagler St Clockwise Route 207 Little Havana Clockwise Counterclockwise Route 207 SW 1 St SW 7 St Riverside Center Downtown Miami NW 3 St Government Center NW 1 St SW 8 St NORTH MAP NOT TO SCALE 11.2010 .I Government Center Metrorail Station Brickell 0) C1) ■ • • • Brickell Metrorail Station 7 1• SW 10 St Route B Brickell Metrorail Station WI? � Q cn SW/SE8St I j SW/SE 10 St > Brickell U Rickenbacker Causeway NORTH MAP NOT TO SCALE 06/09 Cr. Seaquarium University-U of Miami Marine Lab. Tennis Center Crandon WTA-M Park Tennis Complex m KEY BISCAYNE OC r •.. Cape Florida State Park Metrobus Riderships — SW 5th Street/SW 6th Street Route_Pat ROUTE ROUTE AADRCTN DIRECTION TRIPTIME TIME PERIOD TIME PERIOD AQSTOP ASTOP ANAMSTP 8A 8 8A WESTBOUND 615 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV 8A 8 8A WESTBOUND 630 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV 8 8 8 WESTBOUND 695 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV 8 8 8 WESTBOUND 655 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV 8A 8 8A WESTBOUND 705 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV 8 8 8 WESTBOUND 715 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV 8 8 8 WESTBOUND 725 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV 8A 8 8A WESTBOUND 735 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV 8 8 8 WESTBOUND 795 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV 8 8 8 WESTBOUND 755 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV 8A 8 8A WESTBOUND 805 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV 8 8 8 WESTBOUND 815 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV 8A 8 8A WESTBOUND 835 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV 8 8 8 WESTBOUND 895 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV 8 8 8 WESTBOUND 855 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV 8A 8 8A WESTBOUND 1505 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV 8 8 8 WESTBOUND 1525 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV 8A 8 8A WESTBOUND 1535 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV 8 8 8 WESTBOUND 1595 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV 8 8 8 WESTBOUND 1555 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV 8A 8 8A WESTBOUND 1605 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV 8 8 8 WESTBOUND 1615 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV 8 8 8 WESTBOUND 1625 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV 8A 8 8A WESTBOUND 1635 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV 8 8 8 WESTBOUND 1695 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV 8 8 8 WESTBOUND 1655 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV 8A 8 8A WESTBOUND 1705 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV 8 8 8 WESTBOUND 1715 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV 8 8 8 WESTBOUND 1725 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV 8A 8 8A WESTBOUND 1735 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV 8 8 8 WESTBOUND 1795 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV 8 8 8 WESTBOUND 1755 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV AON .0 1.5 .0 1.7 1.5 AOFF .0 ALOAD A LF NSAMPLES 10.3 25.7% 7 9.2 10.5% 96 .0 0.0% 9 16.2 90.6% 95 9.5 11.3% 2 12.1 30.9% 7 13.1 32.8% 31 12.7 31.7% 29 16.5 91.3% 12 9.6 29.1% 25 8.7 21.7% 9 22.8 57.0% 19 13.9 33.6% 32 6.1 15.9% 7 6.8 17.1% 6 23.2 58.0% 99 13.0 32.5% 10 19.1 97.9% 28 20.2 50.6% 13 15.2 38.0% 27 19.0 97.9% 25 18.6 96.5% 20 19.9 37.2% 29 16.1 90.2% 13 19.2 98.0% 22 7.7 19.3% 11 15.3 38.3% 33 21.6 59.0% 13 21.3 53.2% 11 8.6 21.5% 39 18.6 96.6% 19 21.6 53.9% 28 Route_Pat ROUTE ROUTE AADRCTN DIRECTION TRIPTIME TIME PERIOD TIME PERIOD AQSTOP ASTOP ANAMSTP 207 207 207 OUNTERCLOCKWISE 610 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV 207 207 207 OUNTERCLOCKWISE 625 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV 207 207 207 OUNTERCLOCKWISE 690 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV 207 207 207 OUNTERCLOCKWISE 655 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV 207 207 207 OUNTERCLOCKWISE 710 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV 207 207 207 OUNTERCLOCKWISE 725 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV 207 207 207 OUNTERCLOCKWISE 790 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV 207 207 207 OUNTERCLOCKWISE 755 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV 207 207 207 OUNTERCLOCKWISE 810 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV 207 207 207 OUNTERCLOCKWISE 825 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV 207 207 207 OUNTERCLOCKWISE 890 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV 207 207 207 OUNTERCLOCKWISE 855 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV 207 207 207 OUNTERCLOCKWISE 1515 PM Peak PM Peak 8122 5 SW 7 ST SW 2 AV 207 207 207 OUNTERCLOCKWISE 1535 PM Peak PM Peak 8122 5 SW 7 ST SW 2 AV 207 207 207 OUNTERCLOCKWISE 1555 PM Peak PM Peak 8122 5 SW 7 ST SW 2 AV 207 207 207 OUNTERCLOCKWISE 1610 PM Peak PM Peak 8122 5 SW 7 ST SW 2 AV 207 207 207 OUNTERCLOCKWISE 1625 PM Peak PM Peak 8122 5 SW 7 ST SW 2 AV 207 207 207 OUNTERCLOCKWISE 1690 PM Peak PM Peak 8122 5 SW 7 ST SW 2 AV 207 207 207 OUNTERCLOCKWISE 1655 PM Peak PM Peak 8122 5 SW 7 ST SW 2 AV 207 207 207 OUNTERCLOCKWISE 1710 PM Peak PM Peak 8122 5 SW 7 ST SW 2 AV 207 207 207 OUNTERCLOCKWISE 1725 PM Peak PM Peak 8122 5 SW 7 ST SW 2 AV 207 207 207 OUNTERCLOCKWISE 1790 PM Peak PM Peak 8122 5 SW 7 ST SW 2 AV 207 207 207 OUNTERCLOCKWISE 1755 PM Peak PM Peak 8122 5 SW 7 ST SW 2 AV AON 2.9 3.6 10.8 5.9 6.4 8.6 9.3 6.8 9.0 8.9 7.6 8.9 5.5 AOFF 1.0 2.9 2.0 ALOAD A LF NSAMPLES 3.6 9.0% 52 12.5 31.2% 15 1.0 2.6% 99 5.8 19.6% 51 12.8 32.0% 15 6.2 15.9% 30 2.8 6.9% 9 11.0 27.9% 96 9.2 23.1% 13 1.8% 95 10.5 26.9% 98 11.3 28.2% 19 18.3 95.7% 23 17.7 99.3% 19 20.8 52.0% 25 19.7 36.8% 19 23.2 57.9% 32 16.0 90.0% 9 23.7 59.3% 22 16.3 90.8% 27 19.9 99.8% 28 18.5 96.3% 10 18.9 96.0% 21 Route_Pat ROUTE ROUTE AADRCTN DIRECTION TRIPTIME TIME PERIOD TIME PERIOD AQSTOP ASTOP ANAMSTP 8A 8 8A EASTBOUND 616 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV 8A 8 8A EASTBOUND 616 AM Peak AM Peak 8195 85SW 8 ST SW 5 AV 8 8 8 EASTBOUND 625 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV 8A 8 8A EASTBOUND 637 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV 8 8 8 EASTBOUND 699 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV 8 8 8 EASTBOUND 697 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV 8A 8 8A EASTBOUND 705 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV 8 8 8 EASTBOUND 711 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV 8 8 8 EASTBOUND 717 AM Peak AM Peak 8195 85SW 8 ST SW 5 AV 8A 8 8A EASTBOUND 735 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV 8 8 8 EASTBOUND 797 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV 8 8 8 EASTBOUND 811 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV 8 8 8 EASTBOUND 815 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV 8A 8 8A EASTBOUND 839 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV 8 8 8 EASTBOUND 851 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV 8A 8 8A EASTBOUND 1500 PM Peak PM Peak 8195 85SW 8 ST SW 5 AV 8 8 8 EASTBOUND 1509 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV 8 8 8 EASTBOUND 1505 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV 8 8 8 EASTBOUND 1515 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV 8A 8 8A EASTBOUND 1530 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV 8 8 8 EASTBOUND 1595 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV 8A 8 8A EASTBOUND 1600 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV 8 8 8 EASTBOUND 1609 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV 8 8 8 EASTBOUND 1615 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV 8A 8 8A EASTBOUND 1630 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV 8 8 8 EASTBOUND 1639 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV 8 8 8 EASTBOUND 1695 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV 8 8 8 EASTBOUND 1709 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV 8 8 8 EASTBOUND 1715 PM Peak PM Peak 8195 85SW 8 ST SW 5 AV 8A 8 8A EASTBOUND 1735 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV 8 8 8 EASTBOUND 1796 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV AON AOFF ALOAD A LF NSAMPLES .0 19.9 36.1% 7 19.7 36.7% 96 .2 .2 16.7 91.8% 29 2.0 .3 37.0 92.5% 12 1.6 .3 23.3 58.1% 31 2.8 .9 18.1 95.3% 9 1.6 .6 33.0 82.5% 19 2.2 .5 30.3 75.7% 25 .7 .9 20.9 52.3% 32 3.1 .9 25.9 63.9% 8 .5 .2 7.3 18.2% 97 1.0 .3 20.7 51.8% 7 .8 .5 15.9 38.5% 99 1.5 1.0 29.5 61.3% 2 1.1 1.9 23.3 58.3% 30 1.6 13.9 39.8% 20 1.7 19.1 35.2% 29 1.6 15.5 38.8% 29 1.1 9.1 22.7% 15 1.3 1.9 13.7 39.2% 22 1.2 8.0 20.1% 35 1.2 2.9 20.0 50.0% 13 1.0 6.5 16.1% 11 5.0 12.6% 90 1.8 10.9 26.0% 13 1.7 10.9 27.3% 10 2.0 15.5 38.8% 93 1.3 11.0 27.5% 30 1.7 10.5 26.2% 26 1.2 1.0 10.5 26.3% 13 .6 1.5 11.2 27.9% 29 Route_Pat ROUTE ROUTE AADRCTN DIRECTION TRIPTIME TIME PERIOD TIME PERIOD AQSTOP ASTOP ANAMSTP 208 208 208 O UNTERCLOCKWISE 603 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV 208 208 208 O UNTERCLOCKWISE 618 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV 208 208 208 O UNTERCLOCKWISE 633 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV 208 208 208 O UNTERCLOCKWISE 698 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV 208 208 208 O UNTERCLOCKWISE 703 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV 208 208 208 O UNTERCLOCKWISE 718 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV 208 208 208 O UNTERCLOCKWISE 733 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV 208 208 208 O UNTERCLOCKWISE 798 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV 208 208 208 OUNTERCLOCKWISE 803 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV 208 208 208 OUNTERCLOCKWISE 818 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV 208 208 208 OUNTERCLOCKWISE 833 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV 208 208 208 OUNTERCLOCKWISE 848 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV 208 208 208 OUNTERCLOCKWISE 1505 PM Peak PM Peak 8195 35 SW 8 ST SW 5 AV 208 208 208 OUNTERCLOCKWISE 1525 PM Peak PM Peak 8195 35 SW 8 ST SW 5 AV 208 208 208 OUNTERCLOCKWISE 1595 PM Peak PM Peak 8195 35 SW 8 ST SW 5 AV 208 208 208 OUNTERCLOCKWISE 1603 PM Peak PM Peak 8195 35 SW 8 ST SW 5 AV 208 208 208 OUNTERCLOCKWISE 1618 PM Peak PM Peak 8195 35 SW 8 ST SW 5 AV 208 208 208 OUNTERCLOCKWISE 1633 PM Peak PM Peak 8195 35 SW 8 ST SW 5 AV 208 208 208 OUNTERCLOCKWISE 1698 PM Peak PM Peak 8195 35 SW 8 ST SW 5 AV 208 208 208 OUNTERCLOCKWISE 1703 PM Peak PM Peak 8195 35 SW 8 ST SW 5 AV 208 208 208 OUNTERCLOCKWISE 1718 PM Peak PM Peak 8195 35 SW 8 ST SW 5 AV 208 208 208 OUNTERCLOCKWISE 1733 PM Peak PM Peak 8195 35 SW 8 ST SW 5 AV 208 208 208 OUNTERCLOCKWISE 1798 PM Peak PM Peak 8195 35 SW 8 ST SW 5 AV AON AOFF ALOAD A LF NSAMPLES 1.8 .3 17.0 92.5% 8 3.1 .8 21.7 59.2% 99 .6 .3 19.0 97.5% 13 .0 1.8 8.9 20.9% 8 3.8 2.1 30.6 76.5% 91 2.2 .9 20.2 50.9% 12 1.1 2.8% 95 9.3 .8 28.2 70.5% 98 .2 .8 11.9 29.7% 16 1.8 1.0 17.0 92.5% 31 1.3 2.0 19.9 36.1% 9 2.5 9.1 21.6 59.0% 92 1.9 3.9 11.1 27.8% 36 2.9 11.9 28.6% 29 2.1 8.9 22.3% 10 1.9 3.3 8.9 21.0% 36 .0 2.5 10.5 26.3% 2 3.6 12.6 31.9% 18 .6 1.8 5.5 13.8% 29 1.3 2.5 10.6 26.5% 39 1.0 1.0 8.3 20.6% 9 1.1 2.0 9.7 29.2% 19 .8 3.1 7.0 17.6% 26 Metrobus Riderships — SW 7th Street Route_Pat ROUTE ROUTE AADRCTN DIRECTION TRIPTIME TIME PERIOD TIME PERIOD AQSTOP ASTOP ANAMSTP 8A 8 8A WESTBOUND 615 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV 8A 8 8A WESTBOUND 630 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV 8 8 8 WESTBOUND 695 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV 8 8 8 WESTBOUND 655 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV 8A 8 8A WESTBOUND 705 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV 8 8 8 WESTBOUND 715 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV 8 8 8 WESTBOUND 725 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV 8A 8 8A WESTBOUND 735 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV 8 8 8 WESTBOUND 795 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV 8 8 8 WESTBOUND 755 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV 8A 8 8A WESTBOUND 805 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV 8 8 8 WESTBOUND 815 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV 8A 8 8A WESTBOUND 835 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV 8 8 8 WESTBOUND 895 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV 8 8 8 WESTBOUND 855 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV 8A 8 8A WESTBOUND 1505 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV 8 8 8 WESTBOUND 1525 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV 8A 8 8A WESTBOUND 1535 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV 8 8 8 WESTBOUND 1595 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV 8 8 8 WESTBOUND 1555 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV 8A 8 8A WESTBOUND 1605 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV 8 8 8 WESTBOUND 1615 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV 8 8 8 WESTBOUND 1625 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV 8A 8 8A WESTBOUND 1635 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV 8 8 8 WESTBOUND 1695 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV 8 8 8 WESTBOUND 1655 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV 8A 8 8A WESTBOUND 1705 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV 8 8 8 WESTBOUND 1715 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV 8 8 8 WESTBOUND 1725 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV 8A 8 8A WESTBOUND 1735 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV 8 8 8 WESTBOUND 1795 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV 8 8 8 WESTBOUND 1755 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV AON .0 1.5 .0 1.7 1.5 AOFF .0 ALOAD A LF NSAMPLES 10.3 25.7% 7 9.2 10.5% 96 .0 0.0% 9 16.2 90.6% 95 9.5 11.3% 2 12.1 30.9% 7 13.1 32.8% 31 12.7 31.7% 29 16.5 91.3% 12 9.6 29.1% 25 8.7 21.7% 9 22.8 57.0% 19 13.9 33.6% 32 6.1 15.9% 7 6.8 17.1% 6 23.2 58.0% 99 13.0 32.5% 10 19.1 97.9% 28 20.2 50.6% 13 15.2 38.0% 27 19.0 97.9% 25 18.6 96.5% 20 19.9 37.2% 29 16.1 90.2% 13 19.2 98.0% 22 7.7 19.3% 11 15.3 38.3% 33 21.6 59.0% 13 21.3 53.2% 11 8.6 21.5% 39 18.6 96.6% 19 21.6 53.9% 28 Route_Pat ROUTE ROUTE AADRCTN DIRECTION TRIPTIME TIME PERIOD TIME PERIOD AQSTOP ASTOP ANAMSTP 207 207 207 OUNTERCLOCKWISE 610 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV 207 207 207 OUNTERCLOCKWISE 625 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV 207 207 207 OUNTERCLOCKWISE 690 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV 207 207 207 OUNTERCLOCKWISE 655 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV 207 207 207 OUNTERCLOCKWISE 710 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV 207 207 207 OUNTERCLOCKWISE 725 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV 207 207 207 OUNTERCLOCKWISE 790 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV 207 207 207 OUNTERCLOCKWISE 755 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV 207 207 207 OUNTERCLOCKWISE 810 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV 207 207 207 OUNTERCLOCKWISE 825 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV 207 207 207 OUNTERCLOCKWISE 890 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV 207 207 207 OUNTERCLOCKWISE 855 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV 207 207 207 OUNTERCLOCKWISE 1515 PM Peak PM Peak 8122 5 SW 7 ST SW 2 AV 207 207 207 OUNTERCLOCKWISE 1535 PM Peak PM Peak 8122 5 SW 7 ST SW 2 AV 207 207 207 OUNTERCLOCKWISE 1555 PM Peak PM Peak 8122 5 SW 7 ST SW 2 AV 207 207 207 OUNTERCLOCKWISE 1610 PM Peak PM Peak 8122 5 SW 7 ST SW 2 AV 207 207 207 OUNTERCLOCKWISE 1625 PM Peak PM Peak 8122 5 SW 7 ST SW 2 AV 207 207 207 OUNTERCLOCKWISE 1690 PM Peak PM Peak 8122 5 SW 7 ST SW 2 AV 207 207 207 OUNTERCLOCKWISE 1655 PM Peak PM Peak 8122 5 SW 7 ST SW 2 AV 207 207 207 OUNTERCLOCKWISE 1710 PM Peak PM Peak 8122 5 SW 7 ST SW 2 AV 207 207 207 OUNTERCLOCKWISE 1725 PM Peak PM Peak 8122 5 SW 7 ST SW 2 AV 207 207 207 OUNTERCLOCKWISE 1790 PM Peak PM Peak 8122 5 SW 7 ST SW 2 AV 207 207 207 OUNTERCLOCKWISE 1755 PM Peak PM Peak 8122 5 SW 7 ST SW 2 AV AON 2.9 3.6 10.8 5.9 6.4 8.6 9.3 6.8 9.0 8.9 7.6 8.9 5.5 AOFF 1.0 2.9 2.0 ALOAD A LF NSAMPLES 3.6 9.0% 52 12.5 31.2% 15 1.0 2.6% 99 5.8 19.6% 51 12.8 32.0% 15 6.2 15.9% 30 2.8 6.9% 9 11.0 27.9% 96 9.2 23.1% 13 1.8% 95 10.5 26.9% 98 11.3 28.2% 19 18.3 95.7% 23 17.7 99.3% 19 20.8 52.0% 25 19.7 36.8% 19 23.2 57.9% 32 16.0 90.0% 9 23.7 59.3% 22 16.3 90.8% 27 19.9 99.8% 28 18.5 96.3% 10 18.9 96.0% 21 Metrobus Riderships — SW 8th Street Route_Pat ROUTE ROUTE AADRCTN DIRECTION TRIPTIME TIME PERIOD TIME PERIOD AQSTOP ASTOP ANAMSTP 8A 8 8A EASTBOUND 616 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV 8A 8 8A EASTBOUND 616 AM Peak AM Peak 8195 85SW 8 ST SW 5 AV 8 8 8 EASTBOUND 625 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV 8A 8 8A EASTBOUND 637 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV 8 8 8 EASTBOUND 699 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV 8 8 8 EASTBOUND 697 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV 8A 8 8A EASTBOUND 705 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV 8 8 8 EASTBOUND 711 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV 8 8 8 EASTBOUND 717 AM Peak AM Peak 8195 85SW 8 ST SW 5 AV 8A 8 8A EASTBOUND 735 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV 8 8 8 EASTBOUND 797 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV 8 8 8 EASTBOUND 811 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV 8 8 8 EASTBOUND 815 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV 8A 8 8A EASTBOUND 839 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV 8 8 8 EASTBOUND 851 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV 8A 8 8A EASTBOUND 1500 PM Peak PM Peak 8195 85SW 8 ST SW 5 AV 8 8 8 EASTBOUND 1509 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV 8 8 8 EASTBOUND 1505 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV 8 8 8 EASTBOUND 1515 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV 8A 8 8A EASTBOUND 1530 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV 8 8 8 EASTBOUND 1595 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV 8A 8 8A EASTBOUND 1600 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV 8 8 8 EASTBOUND 1609 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV 8 8 8 EASTBOUND 1615 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV 8A 8 8A EASTBOUND 1630 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV 8 8 8 EASTBOUND 1639 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV 8 8 8 EASTBOUND 1695 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV 8 8 8 EASTBOUND 1709 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV 8 8 8 EASTBOUND 1715 PM Peak PM Peak 8195 85SW 8 ST SW 5 AV 8A 8 8A EASTBOUND 1735 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV 8 8 8 EASTBOUND 1796 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV AON AOFF ALOAD A LF NSAMPLES .0 19.9 36.1% 7 19.7 36.7% 96 .2 .2 16.7 91.8% 29 2.0 .3 37.0 92.5% 12 1.6 .3 23.3 58.1% 31 2.8 .9 18.1 95.3% 9 1.6 .6 33.0 82.5% 19 2.2 .5 30.3 75.7% 25 .7 .9 20.9 52.3% 32 3.1 .9 25.9 63.9% 8 .5 .2 7.3 18.2% 97 1.0 .3 20.7 51.8% 7 .8 .5 15.9 38.5% 99 1.5 1.0 29.5 61.3% 2 1.1 1.9 23.3 58.3% 30 1.6 13.9 39.8% 20 1.7 19.1 35.2% 29 1.6 15.5 38.8% 29 1.1 9.1 22.7% 15 1.3 1.9 13.7 39.2% 22 1.2 8.0 20.1% 35 1.2 2.9 20.0 50.0% 13 1.0 6.5 16.1% 11 5.0 12.6% 90 1.8 10.9 26.0% 13 1.7 10.9 27.3% 10 2.0 15.5 38.8% 93 1.3 11.0 27.5% 30 1.7 10.5 26.2% 26 1.2 1.0 10.5 26.3% 13 .6 1.5 11.2 27.9% 29 Route_Pat ROUTE ROUTE AADRCTN DIRECTION TRIPTIME TIME PERIOD TIME PERIOD AQSTOP ASTOP ANAMSTP 208 208 208 O UNTERCLOCKWISE 603 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV 208 208 208 O UNTERCLOCKWISE 618 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV 208 208 208 O UNTERCLOCKWISE 633 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV 208 208 208 O UNTERCLOCKWISE 698 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV 208 208 208 O UNTERCLOCKWISE 703 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV 208 208 208 O UNTERCLOCKWISE 718 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV 208 208 208 O UNTERCLOCKWISE 733 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV 208 208 208 O UNTERCLOCKWISE 798 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV 208 208 208 OUNTERCLOCKWISE 803 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV 208 208 208 OUNTERCLOCKWISE 818 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV 208 208 208 OUNTERCLOCKWISE 833 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV 208 208 208 OUNTERCLOCKWISE 848 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV 208 208 208 OUNTERCLOCKWISE 1505 PM Peak PM Peak 8195 35 SW 8 ST SW 5 AV 208 208 208 OUNTERCLOCKWISE 1525 PM Peak PM Peak 8195 35 SW 8 ST SW 5 AV 208 208 208 OUNTERCLOCKWISE 1595 PM Peak PM Peak 8195 35 SW 8 ST SW 5 AV 208 208 208 OUNTERCLOCKWISE 1603 PM Peak PM Peak 8195 35 SW 8 ST SW 5 AV 208 208 208 OUNTERCLOCKWISE 1618 PM Peak PM Peak 8195 35 SW 8 ST SW 5 AV 208 208 208 OUNTERCLOCKWISE 1633 PM Peak PM Peak 8195 35 SW 8 ST SW 5 AV 208 208 208 OUNTERCLOCKWISE 1698 PM Peak PM Peak 8195 35 SW 8 ST SW 5 AV 208 208 208 OUNTERCLOCKWISE 1703 PM Peak PM Peak 8195 35 SW 8 ST SW 5 AV 208 208 208 OUNTERCLOCKWISE 1718 PM Peak PM Peak 8195 35 SW 8 ST SW 5 AV 208 208 208 OUNTERCLOCKWISE 1733 PM Peak PM Peak 8195 35 SW 8 ST SW 5 AV 208 208 208 OUNTERCLOCKWISE 1798 PM Peak PM Peak 8195 35 SW 8 ST SW 5 AV AON AOFF ALOAD A LF NSAMPLES 1.8 .3 17.0 92.5% 8 3.1 .8 21.7 59.2% 99 .6 .3 19.0 97.5% 13 .0 1.8 8.9 20.9% 8 3.8 2.1 30.6 76.5% 91 2.2 .9 20.2 50.9% 12 1.1 2.8% 95 9.3 .8 28.2 70.5% 98 .2 .8 11.9 29.7% 16 1.8 1.0 17.0 92.5% 31 1.3 2.0 19.9 36.1% 9 2.5 9.1 21.6 59.0% 92 1.9 3.9 11.1 27.8% 36 2.9 11.9 28.6% 29 2.1 8.9 22.3% 10 1.9 3.3 8.9 21.0% 36 .0 2.5 10.5 26.3% 2 3.6 12.6 31.9% 18 .6 1.8 5.5 13.8% 29 1.3 2.5 10.6 26.5% 39 1.0 1.0 8.3 20.6% 9 1.1 2.0 9.7 29.2% 19 .8 3.1 7.0 17.6% 26 Metrobus Riderships — SW 2"d Avenue/SW 3rd Avenue/SW 4th Avenue Route_Pat ROUTE ROUTE AADRCTN DIRECTION TRIPTIME TIME PERIOD TIME PERIOD AQSTOP ASTOP ANAMSTP 6 6 6 SOUTHBOUND 800 AM Peak AM Peak 78 35 BRICKELL STATION SW 1 AV 6 6 6 SOUTHBOUND 1500 PM Peak PM Peak 78 35 BRICKELL STATION SW 1 AV 6 6 6 SOUTHBOUND 1600 PM Peak PM Peak 78 35 BRICKELL STATION SW 1 AV 6 6 6 SOUTHBOUND 1700 PM Peak PM Peak 78 35 BRICKELL STATION SW 1 AV AON 2.7 5.0 3.7 AOFF ALOAD A LF NSAMPLES 2.2 9.3 10.8% 96 1.2 8.7 21.8% 96 1.5 10.6 26.5% 96 .6 10.1 25.3% 39 Route_Pat ROUTE ROUTE AADRCTN DIRECTION TRIPTIME TIME PERIOD TIME PERIOD AQSTOP ASTOP ANAMSTP AON AOFF ALOAD A LF NSAMPLES 8A 8 8A EASTBOUND 616 AM Peak AM Peak 78 87 BRICKELL STATION SW 1 AV 5.9 9.9 11.7 29.3% 7 8A 8 8A EASTBOUND 616 AM Peak AM Peak 78 87 BRICKELL STATION SW 1 AV 1.5 8.3 9.2 23.0% 96 8 8 8 EASTBOUND 625 AM Peak AM Peak 78 87 BRICKELL STATION SW 1 AV 1.3 6.9 13.1 32.7% 29 8A 8 8A EASTBOUND 637 AM Peak AM Peak 78 87 BRICKELL STATION SW 1 AV 1.2 12.8 25.2 62.9% 12 8 8 8 EASTBOUND 699 AM Peak AM Peak 78 87 BRICKELL STATION SW 1 AV 1.1 15.2 10.1 25.3% 31 8 8 8 EASTBOUND 697 AM Peak AM Peak 78 87 BRICKELL STATION SW 1 AV .8 7.8 10.7 26.7% 9 8A 8 8A EASTBOUND 705 AM Peak AM Peak 78 87 BRICKELL STATION SW 1 AV 9.0 20.1 17.9 99.8% 19 8 8 8 EASTBOUND 711 AM Peak AM Peak 78 87 BRICKELL STATION SW 1 AV .8 17.0 13.8 39.6% 25 8 8 8 EASTBOUND 717 AM Peak AM Peak 78 87 BRICKELL STATION SW 1 AV 1.8 9.5 13.3 33.1% 32 8A 8 8A EASTBOUND 735 AM Peak AM Peak 78 87 BRICKELL STATION SW 1 AV .5 13.5 12.3 30.6% 8 8 8 8 EASTBOUND 797 AM Peak AM Peak 78 87 BRICKELL STATION SW 1 AV 2.1 9.3 10.9% 99 8 8 8 EASTBOUND 811 AM Peak AM Peak 78 87 BRICKELL STATION SW 1 AV .9 10.3 10.9 27.1% 7 8 8 8 EASTBOUND 815 AM Peak AM Peak 78 87 BRICKELL STATION SW 1 AV 2.0 9.5 12.9 32.2% 99 8A 8 8A EASTBOUND 839 AM Peak AM Peak 78 87 BRICKELL STATION SW 1 AV .0 11.5 13.0 32.5% 2 8 8 8 EASTBOUND 851 AM Peak AM Peak 78 87 BRICKELL STATION SW 1 AV .8 8.3 15.3 38.3% 30 8A 8 8A EASTBOUND 1500 PM Peak PM Peak 78 87 BRICKELL STATION SW 1 AV 5.3 7.0 12.5 31.1% 20 8 8 8 EASTBOUND 1509 PM Peak PM Peak 78 87 BRICKELL STATION SW 1 AV 1.9 6.1 8.7 21.7% 28 8 8 8 EASTBOUND 1505 PM Peak PM Peak 78 87 BRICKELL STATION SW 1 AV .8 5.0 11.0 27.9% 29 8 8 8 EASTBOUND 1515 PM Peak PM Peak 78 87 BRICKELL STATION SW 1 AV 1.2 3.9 6.6 16. 6% 19 8A 8 8A EASTBOUND 1530 PM Peak PM Peak 78 87 BRICKELL STATION SW 1 AV 1.0 5.2 8.6 21.6% 22 8 8 8 EASTBOUND 1595 PM Peak PM Peak 78 87 BRICKELL STATION SW 1 AV .6 9.2 9.3 10.7% 39 8A 8 8A EASTBOUND 1600 PM Peak PM Peak 78 87 BRICKELL STATION SW 1 AV 1.5 8.7 11.9 29.8% 13 8 8 8 EASTBOUND 1609 PM Peak PM Peak 78 87 BRICKELL STATION SW 1 AV 1.1 1.8 5.5 13.6% 11 8 8 8 EASTBOUND 1615 PM Peak PM Peak 78 87 BRICKELL STATION SW 1 AV .8 1.6 9.1 10.2% 90 8A 8 8A EASTBOUND 1630 PM Peak PM Peak 78 87 BRICKELL STATION SW 1 AV 1.1 9.9 6.9 16.0% 13 8 8 8 EASTBOUND 1639 PM Peak PM Peak 78 87 BRICKELL STATION SW 1 AV .6 5.9 5.8 19.5% 10 8 8 8 EASTBOUND 1695 PM Peak PM Peak 78 87 BRICKELL STATION SW 1 AV .9 5.7 10.0 29.9% 93 8 8 8 EASTBOUND 1709 PM Peak PM Peak 78 87 BRICKELL STATION SW 1 AV 1.5 9.8 7.9 18.9% 29 8 8 8 EASTBOUND 1715 PM Peak PM Peak 78 87 BRICKELL STATION SW 1 AV 1.2 9.7 8.9 21.1% 26 8A 8 8A EASTBOUND 1735 PM Peak PM Peak 78 87 BRICKELL STATION SW 1 AV .7 3.8 6.6 16.5% 13 8 8 8 EASTBOUND 1796 PM Peak PM Peak 78 87 BRICKELL STATION SW 1 AV 3.9 8.3 20.6% 29 Route_Pat ROUTE ROUTE AADRCTN DIRECTION TRIPTIME TIME PERIOD TIME PERIOD AQSTOP ASTOP ANAMSTP AON 24 29 29 WESTBOUND 625 AM Peak AM Peak 186 8 SW 13 ST SW 2 AV 24 29 29 WESTBOUND 655 AM Peak AM Peak 186 8 SW 13 ST SW 2 AV 1.2 24 29 29 WESTBOUND 720 AM Peak AM Peak 186 8 SW 13 ST SW 2 AV 24 29 29 WESTBOUND 790 AM Peak AM Peak 186 8 SW 13 ST SW 2 AV 1.5 24 29 29 WESTBOUND 800 AM Peak AM Peak 186 8 SW 13 ST SW 2 AV 1.5 24 29 29 WESTBOUND 820 AM Peak AM Peak 186 8 SW 13 ST SW 2 AV 24 29 29 WESTBOUND 890 AM Peak AM Peak 186 8 SW 13 ST SW 2 AV 24 29 29 WESTBOUND 1500 PM Peak PM Peak 186 8 SW 13 ST SW 2 AV 24 29 29 WESTBOUND 1520 PM Peak PM Peak 186 8 SW 13 ST SW 2 AV 24 29 29 WESTBOUND 1590 PM Peak PM Peak 186 8 SW 13 ST SW 2 AV 24 29 29 WESTBOUND 1600 PM Peak PM Peak 186 8 SW 13 ST SW 2 AV 24 29 29 WESTBOUND 1620 PM Peak PM Peak 186 8 SW 13 ST SW 2 AV 24 29 29 WESTBOUND 1690 PM Peak PM Peak 186 8 SW 13 ST SW 2 AV 24 29 29 WESTBOUND 1700 PM Peak PM Peak 186 8 SW 13 ST SW 2 AV 24 29 29 WESTBOUND 1720 PM Peak PM Peak 186 8 SW 13 ST SW 2 AV 24 29 29 WESTBOUND 1790 PM Peak PM Peak 186 8 SW 13 ST SW 2 AV AOFF .1 ALOAD A LF NSAMPLES 9.7 29.3% 52 7.7 19.2% 12 13.7 39.3% 25 15.8 39.9% 13 11.0 27.5% 15 21.6 53.9% 29 19.1 97.6% 19 12.1 30.3% 50 11.5 28.6% 20 9.3 23.2% 22 11.6 29.1% 19 12.9 32.2% 27 15.5 38.8% 12 1.5 3.8% 95 11.0 27.5% 28 13.5 33.7% 50 Route_Pat ROUTE ROUTE AADRCTN DIRECTION TRIPTIME TIME PERIOD TIME PERIOD AQSTOP ASTOP ANAMSTP AON 48 98 98 SOUTHBOUND 690 AM Peak AM Peak 78 1 BRICKELL STATION SW 1 AV 9.8 48 98 98 SOUTHBOUND 790 AM Peak AM Peak 78 1 BRICKELL STATION SW 1 AV 9.5 48 98 98 SOUTHBOUND 890 AM Peak AM Peak 78 1 BRICKELL STATION SW 1 AV 8.7 48 98 98 SOUTHBOUND 1535 PM Peak PM Peak 78 1 BRICKELL STATION SW 1 AV .7 48 98 98 SOUTHBOUND 1635 PM Peak PM Peak 78 1 BRICKELL STATION SW 1 AV 2.6 48 98 98 SOUTHBOUND 1735 PM Peak PM Peak 78 1 BRICKELL STATION SW 1 AV .5 AOFF ALOAD A LF NSAMPLES 9.8 12.0% 19 9.5 11.2% 28 9.0 22.5% 16 1.6% 52 2.7 6.8% 37 1.3% 99 Route_Pat ROUTE ROUTE AADRCTN DIRECTION TRIPTIME TIME PERIOD TIME PERIOD AQSTOP ASTOP ANAMSTP AON AOFF ALOAD A LF NSAMPLES 207 207 207 OUNTERCLOCKWISE 625 AM Peak AM Peak 78 2 BRICKELL STATION SW 1 AV 1.0 1.7 10.0 25.0% 3 207 207 207 OUNTERCLOCKWISE 690 AM Peak AM Peak 78 2 BRICKELL STATION SW 1 AV 7.0 7.0 7.0 17.5% 207 207 207 OUNTERCLOCKWISE 710 AM Peak AM Peak 78 2 BRICKELL STATION SW 1 AV .0 .0 .0 0.0% 207 207 207 OUNTERCLOCKWISE 725 AM Peak AM Peak 78 2 BRICKELL STATION SW 1 AV 9.9 2.2 9.8 29.5% 5 207 207 207 OUNTERCLOCKWISE 790 AM Peak AM Peak 78 2 BRICKELL STATION SW 1 AV .0 1.5 .0 0.0% 2 207 207 207 OUNTERCLOCKWISE 755 AM Peak AM Peak 78 2 BRICKELL STATION SW 1 AV 9.5 9.5 17.0 92.5% 2 207 207 207 OUNTERCLOCKWISE 810 AM Peak AM Peak 78 2 BRICKELL STATION SW 1 AV 6.7 11.0 6.7 16.7% 3 207 207 207 OUNTERCLOCKWISE 825 AM Peak AM Peak 78 2 BRICKELL STATION SW 1 AV .0 0 .0 0.0% 2 207 207 207 OUNTERCLOCKWISE 890 AM Peak AM Peak 78 2 BRICKELL STATION SW 1 AV .0 0 8.5 21.3% 2 207 207 207 OUNTERCLOCKWISE 1515 PM Peak PM Peak 78 2 BRICKELL STATION SW 1 AV 1.0 1.0 7.0 17.5% 2 207 207 207 OUNTERCLOCKWISE 1535 PM Peak PM Peak 78 2 BRICKELL STATION SW 1 AV 19.0 3.0 90.0 100.0% 207 207 207 OUNTERCLOCKWISE 1555 PM Peak PM Peak 78 2 BRICKELL STATION SW 1 AV 7.0 13.0 7.0 17.5% 207 207 207 OUNTERCLOCKWISE 1610 PM Peak PM Peak 78 2 BRICKELL STATION SW 1 AV 12.0 .0 12.0 30.0% 207 207 207 OUNTERCLOCKWISE 1655 PM Peak PM Peak 78 2 BRICKELL STATION SW 1 AV 10.5 1.5 25.0 62.5% 2 207 207 207 OUNTERCLOCKWISE 1710 PM Peak PM Peak 78 2 BRICKELL STATION SW 1 AV 9.7 .0 8.7 21.7% 3 207 207 207 OUNTERCLOCKWISE 1725 PM Peak PM Peak 78 2 BRICKELL STATION SW 1 AV 7.0 1.5 13.5 33.8% 2 207 207 207 OUNTERCLOCKWISE 1755 PM Peak PM Peak 78 2 BRICKELL STATION SW 1 AV .0 7.0 17.0 92.5% 2 Route_Pat ROUTE ROUTE AADRCTN DIRECTION TRIPTIME TIME PERIOD TIME PERIOD AQSTOP ASTOP ANAMSTP 208 208 208 OUNTERCLOCKWISE 618 AM Peak AM Peak 78 31 BRICKELL STATION SW 1 AV 208 208 208 OUNTERCLOCKWISE 633 AM Peak AM Peak 78 31 BRICKELL STATION SW 1 AV 208 208 208 OUNTERCLOCKWISE 698 AM Peak AM Peak 78 31 BRICKELL STATION SW 1 AV 208 208 208 OUNTERCLOCKWISE 718 AM Peak AM Peak 78 31 BRICKELL STATION SW 1 AV 208 208 208 OUNTERCLOCKWISE 733 AM Peak AM Peak 78 31 BRICKELL STATION SW 1 AV 208 208 208 OUNTERCLOCKWISE 803 AM Peak AM Peak 78 31 BRICKELL STATION SW 1 AV 208 208 208 OUNTERCLOCKWISE 818 AM Peak AM Peak 78 31 BRICKELL STATION SW 1 AV 208 208 208 OUNTERCLOCKWISE 833 AM Peak AM Peak 78 31 BRICKELL STATION SW 1 AV 208 208 208 OUNTERCLOCKWISE 1525 PM Peak PM Peak 78 31 BRICKELL STATION SW 1 AV 208 208 208 OUNTERCLOCKWISE 1698 PM Peak PM Peak 78 31 BRICKELL STATION SW 1 AV 208 208 208 OUNTERCLOCKWISE 1798 PM Peak PM Peak 78 31 BRICKELL STATION SW 1 AV AON AOFF ALOAD A LF NSAMPLES 1.0 1.0 1.0 2.5% 1.3 1.3 1.7 9.2% 3 7.0 .0 10.0 25.0% 9.0 10.0 10.0 25.0% .0 .0 .0 0.0% .0 .0 .0 0.0% 7.0 9.5 12.3 30.6% 9 .0 .0 5.5 13.8% 2 .0 1.0 1.0 2.5% 10.0 5.0 26.0 65.0% .0 5.0 99.0 110.0% Route_Pat ROUTE ROUTE AADRCTN DIRECTION TRIPTIME TIME PERIOD TIME PERIOD AQSTOP ASTOP ANAMSTP AON 102 102 102 SOUTHBOUND 601 AM Peak AM Peak 78 1 BRICKELL STATION SW 1 AV 19.0 102 102 102 SOUTHBOUND 629 AM Peak AM Peak 78 1 BRICKELL STATION SW 1 AV 15.3 102 102 102 SOUTHBOUND 639 AM Peak AM Peak 78 1 BRICKELL STATION SW 1 AV 18.9 102 102 102 SOUTHBOUND 659 AM Peak AM Peak 78 1 BRICKELL STATION SW 1 AV 17.8 102 102 102 SOUTHBOUND 709 AM Peak AM Peak 78 1 BRICKELL STATION SW 1 AV 16.0 102 102 102 SOUTHBOUND 719 AM Peak AM Peak 78 1 BRICKELL STATION SW 1 AV 19.8 102 102 102 SOUTHBOUND 727 AM Peak AM Peak 78 1 BRICKELL STATION SW 1 AV 21.2 102 102 102 SOUTHBOUND 735 AM Peak AM Peak 78 1 BRICKELL STATION SW 1 AV 22.9 102 102 102 SOUTHBOUND 793 AM Peak AM Peak 78 1 BRICKELL STATION SW 1 AV 16.5 102 102 102 SOUTHBOUND 751 AM Peak AM Peak 78 1 BRICKELL STATION SW 1 AV 16.5 102 102 102 SOUTHBOUND 759 AM Peak AM Peak 78 1 BRICKELL STATION SW 1 AV 11.2 102 102 102 SOUTHBOUND 807 AM Peak AM Peak 78 1 BRICKELL STATION SW 1 AV 12.8 102 102 102 SOUTHBOUND 815 AM Peak AM Peak 78 1 BRICKELL STATION SW 1 AV 19.5 102 102 102 SOUTHBOUND 823 AM Peak AM Peak 78 1 BRICKELL STATION SW 1 AV 7.7 102 102 102 SOUTHBOUND 831 AM Peak AM Peak 78 1 BRICKELL STATION SW 1 AV 15.0 102 102 102 SOUTHBOUND 839 AM Peak AM Peak 78 1 BRICKELL STATION SW 1 AV 23.0 102 102 102 SOUTHBOUND 899 AM Peak AM Peak 78 1 BRICKELL STATION SW 1 AV 18.1 102 102 102 SOUTHBOUND 859 AM Peak AM Peak 78 1 BRICKELL STATION SW 1 AV 9.5 102 102 102 SOUTHBOUND 1509 PM Peak PM Peak 78 1 BRICKELL STATION SW 1 AV 8.7 102 102 102 SOUTHBOUND 1519 PM Peak PM Peak 78 1 BRICKELL STATION SW 1 AV 7.1 102 102 102 SOUTHBOUND 1539 PM Peak PM Peak 78 1 BRICKELL STATION SW 1 AV 8.0 102 102 102 SOUTHBOUND 1599 PM Peak PM Peak 78 1 BRICKELL STATION SW 1 AV 6.5 102 102 102 SOUTHBOUND 1609 PM Peak PM Peak 78 1 BRICKELL STATION SW 1 AV 7.1 102 102 102 SOUTHBOUND 1619 PM Peak PM Peak 78 1 BRICKELL STATION SW 1 AV 6.8 102 102 102 SOUTHBOUND 1639 PM Peak PM Peak 78 1 BRICKELL STATION SW 1 AV 6.8 102 102 102 SOUTHBOUND 1699 PM Peak PM Peak 78 1 BRICKELL STATION SW 1 AV 5.1 102 102 102 SOUTHBOUND 1709 PM Peak PM Peak 78 1 BRICKELL STATION SW 1 AV 6.2 102 102 102 SOUTHBOUND 1719 PM Peak PM Peak 78 1 BRICKELL STATION SW 1 AV 9.6 102 102 102 SOUTHBOUND 1799 PM Peak PM Peak 78 1 BRICKELL STATION SW 1 AV 9.8 AOFF .0 1.0 1.2 .0 ALOAD A LF NSAMPLES 19.0 35.0% 9 15.5 38.8% 22 18.9 96.1% 7 17.8 99.9% 9 16.0 90.1% 32 22.0 55.0% 27 21.2 53.0% 25 22.9 57.2% 8 17.9 99.7% 26 16.5 91.3% 9 13.2 33.0% 99 19.5 36.3% 38 20.5 51.2% 91 13.8 39.6% 39 15.2 38.0% 29 23.0 57.5% 8 19.6 99.1% 30 9.5 23.8% 9 8.7 21.8% 27 7.5 18.7% 31 8.0 20.0% 26 6.5 16.2% 17 7.1 17.8% 29 6.8 16.9% 29 6.8 17.1% 23 5.1 12.7% 16 6.2 15.6% 27 9.8 12.0% 26 5.9 13.6% 28 Metrorail/Metromover Ridership Ridership for Metrorail and Metromover AM Peak Hour Ridership 15-Minute Counts Calculated Peak Hour Station In Out Directional Ridership In Out Directional Ridership Headway Overtown Metrorail (Southbound) - - 248 - - 992 5 min, 25 sec Overtown Metrorail (Northbound) - - 260 - - 1040 3 min, 25 sec Government Center Metrorail (Southbound) - - 500 - - 2000 4 min, 30 sec Government Center Metrorail (Northbound) - - 460 - - 1840 6 min, 15 sec Government Center Metromover (Outerloop) 67 29 67 268 116 268 2 min, 25 sec Government Center Metromover (Innerloop) 169 13 22 676 52 88 2 min, 32 sec Wilkie D Ferguson Metromover (Outerloop) 25 3 62 100 12 248 3 min, 53 sec Wilkie D Ferguson Metromover (Innerloop) 17 25 248 68 100 992 2 min, 16 sec PM Peak Hour Ridership 15-Minute Counts Calculated Peak Hour Station In Out Directional Ridership In Out Directional Ridership Headway Overtown Metrorail (Southbound) - - 620 - - 2480 4 min, 30 sec Overtown Metrorail (Northbound) - - 280 - - 1120 4 min, 28 sec Government Center Metrorail (Southbound) - - 469 - - 1876 4 min, 55 sec Government Center Metrorail (Northbound) - - 340 - - 1360 4 min, 45 sec Government Center Metromover (Outerloop) 37 86 138 148 344 552 3 min, 20 sec Government Center Metromover (Innerloop) 46 97 110 184 388 440 2 min, 20 sec Wilkie D Ferguson Metromover (Outerloop) 12 9 123 48 36 492 2 min, 30 sec Wilkie D Ferguson Metromover (Innerloop) 13 18 127 52 72 508 2 min, 25 sec Transit Ridership Summary Transit Route Information Direction of Travel Average Peak Hour Headways A.M. (P.M.) in minutes Average Trains per Hour A.M. (P.M.) Capacity Per Vehicle (riders) Peak Hour Directional Person -Trip Capacity A.M. (P.M.) Peak Hour Directional Route Ridership A.M. (P.M.) Metromover Northbound 2.4 (2.4) 25 (25) 75 1,875 (1,875) 1,080 (948) Southbound 3.2 (2.9) 18 (20) 75 1,350 (1,500) 516 (1,044) Metrorail Northbound 4.8 (4.6) 12 (13) 504 6,048 (6,552) 2,880 (2,480) Southbound 5.0 (4.7) 12 (12) 504 6,048 (6,048) 2,992 (4,356) K:\FTL_TPTO\043537000-FECI\Miami\Calcs\[Ridership for Metrorail and Metromover.xlsx]Ridership Appendix G: Growth Rate Growth Rate Calculations from 2005 and 2030 SERPM Plots Location Model Volumes (AADT) Growth Rate (%) 2005 2035 Diff 3rd Avenue 1,800 2,800 1,000 1.85% 2nd Avenue 9,100 13,700 4,600 1.68% 13,900 21,800 7,900 1.89% 16,400 26,000 9,600 1.95% 16,400 26,000 9,600 1.95% 7th Street 28,000 40,600 12,600 1.50% 22,000 29,100 7,100 1.08% 20,200 26,400 6,200 1.02% 20,000 26,100 6,100 1.02% 20,400 26,600 6,200 1.01% 22,200 27,300 5,100 0.77% 19,600 26,500 6,900 1.17% 8th Street 24,500 31,800 7,300 0.99% 15,500 23,900 8,400 1.81% 11,700 17,100 5,400 1.54% 13,400 18,000 4,600 1.14% Total 275,100 383,700 108,600 1.32% K:\FTL_TPTO\043615000-Riverfront SAP\Calcs\Growth\Growth Rate Comparison - 06.05.14.xls 1 r N CM 1f) If) N 11 II 11 11 II A 0 CD CD U) Cn W CD WWWWWWLI Z Z Z Z Z Z < < < < < < 0 J J J J J J I I I I I I U 222222 ZZZZZZLLDDDDDDH 3500 2300 00ZZ4 .1 4600 o , 0 004 9200 16200 13900 10200 OOLl9 00L19 00499 N C LO LC) II II II II II A W W W W W Z Z Z Z Z Z JI JI _J _J JI _J DDDDDDH ZZZZZZIL )01Z1 8600 6500 000Z1 12900 18100 12100 00 00999 28100 10300 21800 00E1 0011 2800 008E1 17100 13700 3 13100 1300 13100 13300 14700 00S9L 0091 3300 00091 ensed to Kimley-Horn and Associates, Inc. (29 Kimley»>Horn Hurricane Preparedness A.1. Identify any residential development proposed within the hurricane vulnerability zone delineated in the applicable regional hurricane evacuation study, regional public hurricane shelter study or adopted county peacetime emergency plan. If so, delineate the proposed development's location on the appropriate county and/or regional hurricane evacuation map and respond to questions B.(1) and B.(2) below. Proposed mobile home and park trailer development should answer question B.(1), regardless of location, or answer questions B.(1) and B.(2) below, if proposed within the hurricane vulnerability zone or the high hazard hurricane evacuation area. The Land Use Plan Amendment is generally bounded by the Miami River and SW 5' Street to the north, SW 7th Street to the south, SW 3rd Avenue to the west, and SW 15t Avenue to the east. The Amendment is located within Traffic Analysis Zones (TAZs) 566 and 567. In accordance with the Miami -Dade County Department of Emergency Management & Homeland Security's Hurricane Storm Surge Evacuation Map, shown as Figure 1, no portion of the Amendment is located within the Miami -Dade County Office of Emergency Management Hurricane Storm Surge Evacuation Zones. Brickell Avenue/US 1 represents the western boundary of Evacuation Zone B. Using the Storm Tide Zone Map, shown as Figure 2, the Amendment may experience storm tides during Category 1 to 5 storms. For the purpose of this analysis, 1,005 high-rise residential dwelling units (5.025 acres x 200 du/acre) were determined as part of the existing maximum development potential while 2,010 high-rise residential dwelling units (5.025 acres x 400 du/acre) were determined as part of the proposed maximum development potential. This represents a net increase of 1,005 high-rise residential dwelling units that fall within the Storm Tide Zone. Detailed land use calculations are included in Attachment A. The most severe storm tides may be experienced on the north side of the Amendment where the development is bounded by the Miami River. Figure 3 illustrates the existing and proposed coastal high hazard area for the development plan. Additionally, Figure 4 illustrates the storm surge height based on the Statewide Regional Evacuation Study Project Depth Analysis Study. The graphic indicates that a maximum of 3 feet of storm surge may be expected for a Category 1 storm in the vicinity of the project site. K:\FTL_TPTO\043615000-Riverfront SAP\Hurricane Analysis\Submittal\05 05 15 Hurricane Preparedness.docx 1 Everglades SW104ST SW 168 ST SW312 ST SNAPP CR S .184 ST FLORIDA TP Ul t 79 TH O U MIAMI-DADE COUNTY Dept, of Emergency Management & Homeland Security Hurricane Storm Surge Evacuation Map a 0 1.5 3 6 Miles Evacuation Zones Zone A (Red Zone)— Miami Beach, Virginia Key, Key Biscayne and all islands lying within Biscayne Bay including the municipalities of Golden Beach, Sunny Isles Beach, Bal Harbour, Bay Harbor Islands, Indian Creek Village, Surfside, North Bay Village, City of Miami Beach and the island portions of the City of Miami. (Note: That area west of the L-3 1N levee known as the 8'% Square Mile Area is ordered to evacuate because of its inaccessibility to rescue vehicles following a major storm.) Zone B (Yellow Zone)— All areas of mainland Miami -Dade County lying (north to south) east of Biscayne Boulevard, Brickell Avenue, S. Miami Avenue, South Bayshore Drive, Main Highway, Ingraham Highway, Old Cutler Road, the Florida Turnpike south to U.S. 1 to State Road 9336 [S.W. 342` Street (Palm Drive), S.W. 192' Avenue (Tower Road) and Ingram Highway] south to Everglades National Park. The only exception to this pattern is a small area east of Old Cutler Road, west of S.W. 6, Avenue and north of S.W. 152 ° Street that is not in the evacuation zone. Zone C (Green Zone)— The area of Miami -Dade County west of Zone B and a line defmed by S.W. 152° Street (Coral Reef Drive) at Old Cutler Road going west to U.S. 1 then south to S.W. 184h Street (Eureka Drive) then west to S.W. 12T Avenue (Burr Road) then south to U.S. 1 then U.S. 1 south to S.W. 311 Street (Campbell Drive or Homestead's N.W. 8`h Street) then west to Everglades National Park. Figure 1 Volume 7-11 South Florida 580 80°12'01/9 81 82 80'1ro°W Statewide Regional Evacuation Studies Program 83 84 80°10'0'WV 55 54 53 5 51 .."--, - �r 27, 36tns1T -- —�_,— design gh VS Ivry 2 27 �� a. I I — I I - - I 'I — c JJ '1 MIAMI (1" _ ' ` - `- I i - I I I I D 3 — — I I II 5 l a XI 1,g5�-�_._ .._� - —— y� 1 1 i_ i - -.. .1 I ` / _ , 118 I — — I 95 395 i.— 12th_l_, 1 - �,__, 27 1 \ t 44 26 J 8• 1 - - ----- j ~ -18 -I I - ' �M�MI`B""EACH .. ,. 7 ` ���� , _ 1�� MIAMI � 16�i I% few ` i � 3 136 ,' i• iI! -.- �°' Eate H 96 : der m 0 , 94 166 - - 93 92 `.. • �. - State Hwy o66 - - \ 611�--D 117 ��. >. hem U5Hwy41 se ou ev aI I - , 11101 .� p 11 1 :fir - ISITE I 4 y i i r \ ' i, i US 18U�. . y0 f US Hwy4 1 I I I 1 1 — ' 4. 1 ii 1 ‘1 I!i 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 80°12'0"W S80000m.E US National Grid 100,000-m Square ID NJ Grid Zone Designation 17R Datum = NAD 1983, 1,000-m USNG This map is for reference 8, planning purposes only. Hurricane evacuation decision -making and growth management implementation are local responsibilities. Please consult with local authorities. GN 81 Notes: 1- Surge limits are based on still water storm tide height elevation above NAVD88 at hgh tide with no wave setup. 2_TotalStorm Tide limits were derived from Maximum of Maximums surge heghts over LIDAR based digital elevation- 3. The Points of Reference are locations determined to be relevant emerged ia memoficito 80'11'0"W 82 ATLAS LEGEND © HOSPITAL Points of Reference Evacuation Route CI City Limits NHD Lakes NHD Major Water Cat 1 2 3 4 5 80°10'0"W 83 Storm Tide Zones Miami -Dade County, 2010 Scale - 1:24,000 Feet 0 2,000 USNG Page 17R NJ 80 50 Map Plate 231 Produced by South Flo I Council for Florida Division of Emergency Management, 2009-2010 Figure 2 Storm Tide Atlas - Miami -Dade County 84 55 54 53 e52 51 850 Book 2 - Page 248 BUILDING 6 (RETAIL) PROPOSED BOUNDARY OF\ CHHA AFTER INSTALLATION OF BULKHEAD TO \ ELEV. +5.0' NAVD BUILDING 1 (RESIDENTIAL) CHANNEL EXTENTS BUILDING 5 (RETAIL) EXTENTS OF CURRENT CHHA 0 10 20 SCALE IN FEET 1' = 20' NOTES: 1. CURRENT COASTAL HIGH HAZARD AREA (CHHA) EXTENTS PROVIDED BY THE STATEWIDE REGIONAL EVACUATION STUDY PROGRAM. 2. THE PROPOSED BULKHEAD ALONG THE PROPERTY WATERFRONT HAS A CREST ELEVATION OF 5.0' NAVD. 3. THE MAXIMUM LISTED CATEGORY 1 STORM SURGE ELEVATION FOR MIAMI-DADE COUNTY IS 5.0' NAVD PER VOLUME 7-11 - STORM TIDE ATLAS OF THE STATEWIDE REGIONAL EVACUATION STUDY PREPARED BY THE SOUTH FLORIDA REGIONAL PLANNING COUNCIL Figure 3 COASTAL HIGH HAZARD AREA EXHIBIT MIAMI RIVERWALK PROJECT CURRENT CHHA BOUNDARY BUILDING EXTENTS PROPOSED CHHA BOUNDARY AFTER SEAWALL INSTALLATION Statewide Regional Evacuation Study Project Depth Analysis Study till SW 3RD ST f it 9ikl, ill F of `ii4� N A.1 3 aF _C A L 1fA is A 46- 1 o . i3 .+ 'i m 717 - - tea . f'A T 1 1 • . For -planning' purposes` only All distances are approximate. Figure 4 Kimley>»Horn A.2. Identify any hotel/motel or recreational vehicle/travel trailer development proposed within the high hazard hurricane evacuation area delineated in the applicable regional hurricane evacuation study, regional public hurricane shelter study, or adopted county peacetime emergency plan. If present, delineate the proposed development's location on the appropriate county or regional hurricane evacuation map and answer questions B.(1) and B.(2) below. A review of the Miami -Dade County Department of Emergency Management & Homeland Security Hurricane Storm Surge Evacuation Map, shown as Figure 1, revealed that no portion of the Amendment is located within the Miami -Dade County Office of Emergency Management Hurricane Storm Surge Evacuation Zones. Brickell Avenue/US 1 represents the western boundary of Evacuation Zone B. The Amendment may experience storm tides during Category 1 to 5 storms as illustrated in Figure 2, Storm Tide Surge Map. For the purpose of this analysis, 2,010 hotel rooms (5.025 acres X 400 rooms/acre) were determined as part of the existing maximum development potential while 4,020 hotel rooms (5.025 acres X 800 rooms/acre) or a net increase of 2,010 hotel rooms were determined as part of the proposed maximum development potential that fall within the Storm Tide Zone. Detailed land use calculations are included in Attachment A. The most severe storm tides may be experienced on the north side of the project site where the development is bounded by the Miami River. Figure 3 illustrates the existing and proposed coastal high hazard area for the development plan. Additionally, Figure 4 illustrates the storm surge height based on the Statewide Regional Evacuation Study Project Depth Analysis Study. The graphic indicates that a maximum of 3 feet of storm surge may be expected for a Category 1 storm in the vicinity of the project site. A.3. Identify whether the proposed development is located in a designated special hurricane preparedness district. The Amendment is not located in a designated special hurricane preparedness district based on the Special Hurricane Preparedness Districts for Developments of Regional Impact, Section 9J-2.0257 within the Florida Administrative Code (contained in Attachment B). K:\FTL_TPTO\043615000-Riverfront SAP\Hurricane Analysis\Submittal\05 05 15 Hurricane Preparedness.docx 6 Kimley>»Horn B.1. For each phase of the development, determine the development's public hurricane shelter space requirements based on the behavioral assumption identified in the applicable regional study or county plan. Identify the existing public hurricane shelter space capacity during the one hundred year or category three hurricane event within the county where the development is being proposed and indicate whether the county has a deficit or surplus of public shelter space during the one hundred year or category three hurricane event. Based on Miami -Dade County's FY 2012-2013 Emergency Preparedness Report, in the event of an evacuation, 65 Hurricane Evacuation Centers are available county- wide. These facilities provide a total of 101,670 public shelter spaces. Based on the data provided in the Statewide Regional Evacuation Study Program, shown in Table IV-11 (contained in Attachment B), for Year 2015, there is expected to be a shelter demand of 30,116 under Evacuation Level C and 64,247 under Evacuation Level E. Therefore, Miami -Dade has a public shelter space surplus of 71,554 under Evacuation Level C and a public shelter surplus of 37,423 under Evacuation Level E for Year 2015 for non -project evacuation. In addition to an increase in evacuation vehicles added to the surrounding roadway network, a percentage of these vehicles will travel to an evacuation shelter. Table MDTAZ in the Statewide Regional Evacuation Studies Program indicates that 2.86 people occupy each residential high-rise dwelling unit and 1.46 people occupy each hotel room. Table IIIB-4 (contained in Attachment B) indicates that 5 percent (5%) of permanent resident evacuees will travel to a local public shelter. Based on these assumptions, it is estimated that the Amendment will create a demand of 2,290 shelter spaces [(1,005 du X 2.86 ppl/du X 60% X 5%) + (2,010 rooms X 1.46 ppl/room X 75.1%)] for the existing maximum development potential and 4,580 shelter spaces [(2,010 du X 2.86 ppl/du X 60% X 5%) + (4,020 rooms X 1.46 ppl/room X 75.1%)] for the proposed maximum development potential. This represents a net increase of 2,290 in shelter demand from the existing maximum development potential compared to the proposed maximum development potential. Therefore, Miami -Dade has a public shelter space surplus of 69,264 (71,554 — 2,290) under Evacuation Level C and a public shelter space surplus of 35,133 (37,423 — 2,290) under Evacuation Level E with the proposed amendment in place. B.2. For each phase of the development, determine the number of evacuating vehicles the development would generate during a hurricane evacuating event based on the transportation and behavioral assumptions identified in the applicable regional study or county plan. Identify the nearest designated hurricane evacuation route and determine what percentage of level of service E hourly directional and maximum service volume the project will utilize. K:\FTL_TPTO\043615000-Riverfront SAP\Hurricane Analysis\Submittal\05 05 15 Hurricane Preparedness.docx 7 Kimley»>Horn As described above, the Land Use Plan Amendment is located within Traffic Analysis Zones (TAZs) 566 and 567 and in accordance with the Miami -Dade County Department of Emergency Management & Homeland Security Hurricane Storm Surge Evacuation Map, shown as Figure 1, no portion of the Amendment is located within the Miami -Dade County Office of Emergency Management Hurricane Storm Surge Evacuation Zones. However, in the event of an evacuation, the Amendment will generate a percentage of evacuation trips to the adjacent roadway network under the existing and proposed maximum development potentials. Table IIIB-1 (contained in Attachment B) in the Statewide Regional Evacuation Studies Program indicates that 60 percent (60%) of residents are assumed to leave their homes to go to a safer location in a Category 3 evacuation. Additionally, Table MDTAZ indicates that there are 1.65 vehicles per high-rise residential dwelling unit and 1.05 vehicles per hotel room. Table IIIB-3 (contained in Attachment B) in the Statewide Regional Evacuation Studies Program indicates that 70 percent (70%) of vehicles available to the evacuating household will be used in evacuation and that 100 percent (100%) of vehicles will be used in evacuation for each hotel room. Based on these assumptions, a net of 2,281 evacuation vehicles ((1,005 X 1.65 veh/du X 60% X 70%) + (2,010 X 1.05 veh/room X 100% X 75.1%)) are expected to be added to the surrounding roadway network comparing the proposed and existing maximum development potentials. A summary of the evacuation vehicle calculations are presented in Tables 1, 2, and 3. The designated evacuation routes in the vicinity of the Amendment are SR 836, 1-395, 1-95, S 8th Street/S 7th Street, Biscayne Boulevard, and the MacArthur Causeway. Evacuation routes are illustrated in Figure 5. An analysis was prepared to determine if the net increase in residential and hotel units associated with the Amendment would utilize 25 percent (25%) or more of an evacuation route's LOS E hourly directional maximum capacity volume. Based on a 60 percent (60%) evacuation participation rate for Category 3 storms, projected traffic distributions along the designated evacuation routes are provided in Figure 6 for the proposed Amendment. Table 3 provides the net new increase in evacuation trips. The highest hourly contribution of evacuation traffic as a percentage of total evacuation traffic was calculated based on the normal response curve illustrated in Figure 1 in the Florida Statewide Regional Evacuation Study Program: Regional Behavioral Analysis, Volume 2-11 (contained in Attachment B). As a result, a 30 percent (30%) highest hourly percentage of evacuees loading the roadway network was assumed. Additionally, Tables 1, 2, and 3 provide the calculations of evacuation amendment traffic as a percent of the level of service E hourly directional maximum service volumes. It should be noted that 1-395 and the MacArthur Causeway was not loaded with any evacuee traffic and therefore was excluded from the analysis. The following provide the results of the evacuee traffic distribution and associated calculations: K:\FTL_TPTO\043615000-Riverfront SAP\Hurricane Analysis\Submittal\05 05 15 Hurricane Preparedness.docx 8 • Y:IUSBDATAIPROJECTS12008 03 SEOPWDRII2008-03 Q 23.2 MD Hurrican 6ROWAR2 CauN-rr DADE COUNTY SW 2rRIST HAINLIN MILL 1 SILVER PALM CDCDMTT PALM El g 6AUER ER y 3W1845T WALDIN DR SW 268 ST AVOCADO DR M(3RAHAM ...I. `4i ...-2.4 CORALWAY BIRD RP WLLER AR SUNSET DR LPo NPRTN K£NDALL DR sW1445T 'e 3 1SIN 320 ST EnarTRE 111 N9vice ,� $W 152 S1 g \ 3 M 7 W ttiCLIAIL ;SW 255 ST 154 ST 1519 ATI653 li rT._ NW 74 ST NW SA ST ST NW 2591 SR S14 9w zA ST LIJ 5W 48 BT m m SW 45 57 SW 72 ST 9W T8 ST CORAL REEF ## $W ST SW 15T - 79B 5T A I HOMESTEAD ,t*' AIR RESERVE t. BASE XI 4� S1! $T —,LL — A l [• .RTN CANAL ;OR- ILAr11 e S s Lam $W 34485 1 5 8 51,1 344 ST 325 ST G IIJNKEY POINT NW199$T MIANI GARDEN$ DR La s • W FLAGLER ST 4 55 Po NW ISS ST NW t4$ ST S3 ST NW vi 9S ST n NW n 87 ST 3 NW82 ST 8 NW44 ST NW 20 57 PINNER KE RI WY 05T SSW, TTI ETIAN GSWY NIAMI P BEACH FISHER ISLAND HRGINIA KEY BISCAYNE DESIGNATED EVACUATION ROUTES-2025 wimmos MAJOR ROUTES LINKAGES ,�.. 7(' 15 URBAN DEVELOPMENT BOUNDARY 2025 URBAN EXPANSION AREA BOUNDARY SOURCE MIAMI-DADE COUNTY METROPOLITAN PLANNING ORGANIZATION, MIAMI-DADE COUNTY OFFICE OF EMERGENCY MANAGEMENT, 2005 0 1 2 .�.r MILES DEPARTMENT OF PLANNING AND ZONING N ;1043.M1.1.A.lier,r12,13141n.rwri m P4. �a�� 0, ,,4 I�.1 apnu85 Lra, a.i.iu, Source. Miami -Dade County 2007-2008 CDMP Amendment Cycle; Nor ro s„LE Adapted by The Curtis Group, 2009 EXHIBIT 23.2 MIAMI-DADE COUNTY CDMP - TRANSPORTATION ELEMENT IDENTIFYING DESIGNATED EVACUATION ROUTES Figure 5 SEOPW DRI — INCREMENT III Evacuation Route XX% % of Evacuation Traffic $ 7th Atreetl NOT TO SCAL{ Kimley>>> Horn © 2015 Figure 6 Hurricane Evacuation Distribution Land Use Plan Amendment Miami -Dade County, Florida Kimley»>Horn • Net New Maximum Development Potential o 1-95 South of SR 836: 5.83% of LOS E Hourly Directional Service Volume o 1-95 North of SR 836: 2.31% of LOS E Hourly Directional Service Volume o SR 836: 2.91% of LOS E Hourly Directional Service Volume o SE/SW 7th/8th Street: 5.35% of LOS E Hourly Directional Service Volume o Biscayne Boulevard: 4.00% of LOS E Hourly Directional Service Volume C.1. Identify and describe any action(s) or provisions that will be undertaken to mitigate impacts on hurricane preparedness. The Amendment is not located within the Storm Surge Evacuation Zones identified by the Miami -Dade County Office of Emergency Management. An analysis was prepared for the net new proposed maximum land use development potential for the area generally bounded by the Miami River and SW 5th Street to the north, SW 7th Street to the south, SW 3rd Avenue to the west, and SW 15t Avenue to the east. The analysis determined that sufficient public shelter space and excess capacity on designated evacuation routes is provided to accommodate the proposed amendment. Therefore, no mitigation is required. Please note that the development proposes to construct a seawall/bulkhead to contain the coastal high hazard area within the Miami River as shown in Figure 3. K:\FTL_TPTO\043615000-Riverfront SAP\Hurricane Analysis\Submittal\05 05 15 Hurricane Preparedness.docx 11 Table 1: Existing Maximum Development Potential Evacuation Vehicles Generated by Project under Category 3 Dwelling Units 1,005 Hotel Units 2,010 Evacuation Participation Rate for Category 3 60% Vehicles per Dwelling Unit 1.65 Vehicles per Hotel Room 1.05 Evacuation Vehicle Usage Rate for Dwelling Units 70% Evacuation Vehicle Usage Rate for Hotel Rooms 100% Seasonal Unit Occupancy Levels 75.1% Evacuation Vehicles Generated by Project 2,281 [(1,005 X 1.65 veh/du X 60% X 70%) + (2,010 X 1.05 veh/room X 100% X 75.1%)] Public Shelter Demand Generated by Project under Category 3 People per Dwelling Unit 2.86 People per Hotel Room 1.46 Percent of Evacuees to Local Public Shelter 5% Percent of Evacuees to Friend/Relative Refuge 65% Percent of Evacuees to Hotel -Motels 20% Public Shelter Demand Generated by Project 2,290 [(1,005 X 2.86 ppl/du X 60% X 5%) + (2,010 rooms X 1.46 ppl/room X 75.1%)] Table 2: Proposed Maximum Development Potential Evacuation Vehicles Generated by Project under Category 3 Dwelling Units 2,010 Hotel Units 4,020 Evacuation Participation Rate for Category 3 60% Vehicles per Dwelling Unit 1.65 Vehicles per Hotel Room 1.05 Evacuation Vehicle Usage Rate for Dwelling Units 70% Evacuation Vehicle Usage Rate for Hotel Rooms 100% Seasonal Unit Occupancy Levels 75.1% Evacuation Vehicles Generated by Project 4,563 [(2,010 X 1.65 veh/du X 60% X 70%) + (4,020 X 1.05 veh/room X 100% X 75.1%)] Public Shelter Demand Generated by Project under Category 3 People per Dwelling Unit 2.86 People per Hotel Room 1.46 Percent of Evacuees to Local Public Shelter 5% Percent of Evacuees to Friend/Relative Refuge 65% Percent of Evacuees to Hotel -Motels 20% Public Shelter Demand Generated by Project 4,580 [(2,010 X 2.86 ppl/du X 60% X 5%) + (4,020 rooms X 1.46 ppl/room X 75.1%)] Table 3: Net New Maximum Development Potential Evacuation Vehicles Generated by Project under Category 3 Dwelling Units 1,005 Hotel Units 2,010 Evacuation Participation Rate for Category 3 60% Vehicles per Dwelling Unit 1.65 Vehicles per Hotel Room 1.05 Evacuation Vehicle Usage Rate for Dwelling Units 70% Evacuation Vehicle Usage Rate for Hotel Rooms 100% Seasonal Unit Occupancy Levels 75.1% Net Increase in Evacuation Vehicles Generated by Project 2,281 [(1,005 X 1.65 veh/du X 60% X 70%) + (2,010 X 1.05 veh/room X 100% X 75.1%)] Public Shelter Demand Generated by Project under Category 3 People per Dwelling Unit 2.86 People per Hotel Room 1.46 Percent of Evacuees to Local Public Shelter 5% Percent of Evacuees to Friend/Relative Refuge 65% Percent of Evacuees to Hotel -Motels 20% Net Increase Public Shelter Demand Generated by Project 2,290 [(1,005 X 2.86 ppl/du X 60% X 5%) + (2,010 rooms X 1.46 ppl/room X 75.1%)] Net Increase in Evacuation Vehicles as Percent of LOS E Directional Service Volume under Category 3 Designated Evaucation Routes 1-95 South of SR 836 (7-Lanes) 1-95 North of SR 836 (10-Lanes) SR 836 (8-Lanes) S 7th/8th Street (3-Lanes, One -Way) Biscayne Boulevard (4-Lanes) Percent of Evacuation Traffic Using Adjacent Evacuation Road Network (%) 70% 35% 35% 20% 10% Evacuation Vehicles by Route (veh) 1,597 798 798 456 228 Highest Hourly Contribution of Evacuation Traffic as a Percent of Total Evacuation Traffic Based on Normal Behavioral Response Curve (%)(1) 30% 30% 30% 30% 30% Highest Hourly Contribution of Evacuation Traffic by Route from Project (veh) 479 239 239 137 68 Maximum Directional LOS E Service Volume per Evacuation Route (veh/hr)121 8,220 10,360 8,220 2,560 1,700 Maximum Hourly Evacuation Vehicles as a % of LOS E Hourly Directional Service Volume (%) 5.83% 2.31% 2.91% 5.35% 4.00% Notes: (1) Based upon the behavioral assumptions illustrated in Figure 1 of the Statewide Regional Evacuation Study Program, Volume 2-11 (2) Based on the Table 7 from FDOT's 2013 Quality/Level of Service Handbook Attachment A Land Use Plan Amendment: Hurricane Preparedness Existing Maximum Development Potential Maximum Acreage 10.05 acres Maximum Square Footage 13,483,562 sq-ft Hotel 400 rooms/acre Residential 200 du/acre Hotel 2,010 rooms Residential 1,005 du Hotel 400 sq-ft/room Residential 1000 sq-ft/du Hotel 804,000 sq-ft Residential 1,005,000 sq-ft Office/Retail 11,674,562 sq-ft Proposed Maximum Development Potential Maximum Acreage 10.05 acres Retail/Office 13,483,562 sq-ft Hotel 800 rooms/acre Residential 400 du/acre Hotel 4,020 rooms Residential 2,010 du Hotel 400 sq-ft/room Residential 1000 sq-ft/du Hotel 1,608,000 sq-ft Residential 2,010,000 sq-ft Office/Retail 9,865,562 sq-ft Attachment B Volume 4-11 South Florida Statewide Regional Evacuation Study Program Table IV-11 — Shelter Demand by Base Scenario Evacuation Level A Evacuation Level B Evacuation Level C Evacuation Level D Evacuation Level E 2010 Monroe — Key West 860 890 592 1,480 1,480 Monroe — Lower Keys 294 307 278 694 694 Monroe — Middle Keys 457 470 244 244 244 Monroe — Upper Keys 736 779 444 444 444 Monroe — Total 2,348 2,446 1,558 2,862 2,862 Miami -Dade County 22,762 27,659 29,419 46,163 61,894 Broward County 9,502 9,809 13,786 19,529 27,184 2015 Monroe — Key West 870 901 616 1,541 1,541 Monroe — Lower Keys 302 318 302 755 755 Monroe — Middle Keys 463 475 257 257 257 Monroe — Upper Keys 744 792 474 474 474 Monroe — Total 2,377 2,486 1 648 3,027 3 027 Miami -Dade County 23,033 28,170 30.116 48,035 •4 247 Broward County 9,894 10,216 14,350 20,365 28,338 Note: Shelter demand /s the population in each county who will seek public shelter during their evacuat/on, ether at an in -county shelter or an out of county shelter. See Chapter III, Section C for the source of the small area data. Evacuation Transportation Analysis Page IV-14 Statewide Regional Evacuation Studies Program Volume 1-11 South Florida Table IIIB-1: Evacuation Rate for Residents Living in Site -Built Homes — Miami - Dade County Evacuation Rate (%) Storm Threat Scenario Site -Built Homes Cat 1 Cat 2 Cat 3 Cat 4 Cat 5 Cat 1 Surge Evacuation Zone 40 50 65 80 90 Cat 2 Surge Evacuation Zone 30 45 60 60 80 90 Cat 3 Surge Evacuation Zone 20 25 80 85 Cat 4 Surge Evacuation Zone 10 15 30 70 85 Cat 5 Surge Evacuation Zone 8 8 15 55 80 Inland of Surge Evacuation Zones 5 5 5 10 20 Evacuation rate indicates the percent of residents who will leave their homes to go some place safer from each zone in each storm threat scenario. Figures are based on the assumption that officials order evacuation for surge evacuation zones corresponding to storm category, plus all mobile homes and manufactured homes. Figures also assume that that the actual storm track passes very dose to the area being evacuated. Shaded cells indicate shadow evacuation — evacuation from areas not included in evacuation notices. Table IIIB-2: Out -of -County Trip Rates for Residents Living in Site -Built Homes — Miami -Dade County Out -of -County Trip Rate (%) Storm Threat Scenario Site -Built Homes Cat 1 Cat 2 Cat 3 Cat 4 Cat 5 Cat 1 Surge Evacuation Zone 50 50 50 50 50 Cat 2 Surge Evacuation Zone 50 50 50 50 55 55 Cat 3 Surge Evacuation Zone 50 50 55 55 Cat 4 Surge Evacuation Zone 40 40 40 45 45 Cat 5 Surge Evacuation Zone 40 40 40 45 45 Inland of Surge Evacuation Zones 40 40 40 45 45 Out -of -county trip rate indicates the percent of evacuees from each zone who will seek refuge outside their own county of residence in each storm threat scenario. Table IIIB-3: Vehicle Use Rates for Residents Living in Site -Built Homes — Miami - Dade County Vehicle Use Rate (%) Site -Built Homes Cat 1 Storm Cat 2 Threat Scenario Cat 3 Cat 4 Cat 5 Cat 1 Surge Evacuation Zone 80 80 80 80 80 Cat 2 Surge Evacuation Zone 70 70 70 70 70 70 Cat 3 Surge Evacuation Zone 70 70 70 70 Cat 4 Surge Evacuation Zone 65 65 65 65 65 Cat 5 Surge Evacuation Zone 65 65 65 65 65 Inland of Surge Evacuation Zones 75 75 75 75 75 Vehicle use rate indicates of percentage of vehicles available to the evacuating household from each zone that will be used in evacuation in each storm threat scenario. Miami -Dade County Planning Assumptions Page IIIB-1 olume 1-11 South Florida Statewide Regional Evacuation Studies Program Table IIIB-4: Public Shelter Use Rates for Residents Living in Site -Built Homes — Miami -Dade County Public Shelter Use Rate (%) Storm Threat Scenario Site -Built Homes Cat 1 Cat 2 Cat 3 Cat 4 Cat 5 Cat 1 Surge Evacuation Zone 5 5 5 5 8 Cat 2 Surge Evacuation Zone 5 5 5 5 8 Cat 3 Surge Evacuation Zone 5 5 5 5 8 Cat 4 Surge Evacuation Zone 10 10 12 12 12 Cat 5 Surge Evacuation Zone 10 10 12 12 12 Inland of Surge Evacuation Zones 10 10 12 12 15 Public shelter use rate indicates the percent of evacuees from each zone who will seek refuge in public shelters, in each storm threat scenario. Table IIIB-5: Friend / Relative Refuge Use Rates for Residents of Site -Built Homes — Miami -Dade County Friend / Relative Use Rate (%) Site -Built Homes Cat 1 Storm Cat 2 Threat Scenario Cat 3 Cat 4 Cat 5 Cat 1 Surge Evacuation Zone 65 65 65 65 65 Cat 2 Surge Evacuation Zone 65 65 65 65 65 Cat 3 Surge Evacuation Zone 65 65 65 65 65 Cat 4 Surge Evacuation Zone 65 65 65 65 65 Cat 5 Surge Evacuation Zone 65 65 65 65 65 Inland of Surge Evacuation Zones 65 65 65 65 65 Friend / relative rate indicates the percent of evacuees from each zone who will seek refuge in the homes of friends and relatives, in each storm threat scenario. Table IIIB-6: Hotel / Motel Refuge Use Rates for Residents of Site -Built Homes — Miami -Dade County Hotel / Motel Use Rate (%) Storm Threat Scenario Site -Built Homes Cat 1 Cat 2 Cat 3 Cat 4 Cat 5 Cat 1 Surge Evacuation Zone 20 20 20 20 20 Cat 2 Surge Evacuation Zone 20 20 20 20 20 Cat 3 Surge Evacuation Zone 20 20 I 20 _ 1 20 20 Cat 4 Surge Evacuation Zone 20 20 20 20 20 Cat 5 Surge Evacuation Zone 20 20 20 20 20 Inland of Surge Evacuation Zones 20 20 20 20 20 Hotel/motel rate indicates the percent of evacuees from each zone who will seek refuge in hotels and motels, in each storm threat scenario. Page IIIB-2 Miami -Dade County Planning Assumptions Volume 1-11 South Florida Statewide Regional Evacuation Studies Program Table MDTAZ. Dwelling Unit, Population and Vehicle Estimates and Projections, 2006, 2010 and 2015 Population and Vehicles by Type of Dwelling Unit Site -Built Homes Total Units Percent of Units Occupied during Hurricane Season Occupied Units Persons per Occupied Unit Population in Units Vehicles per Unit Vehicles in Units Mobile Homes Total Units 12,467 12,536 Percent of Units Occupied during Hurricane Season 91.7% 91.7% Occupied Units 11,429 11,492 Persons per Occupied Unit 3.06 3.06 Population in Units 34,986 35,116 Vehicles per Unit 0.56 0.56 Vehicles in Units 19,631 19,769 Hotel -Motel Units Total Units 46,116 46,116 46,116 Percent of Units Occupied during Hurricane Season 75.1 % 75.1 % Occupied Units 34,618 34,618 34,618 Persons per Occupied Unit 1.46 1.46 1.46 Population in Units 50,545 50,545 50,545 Vehicles per Unit 1.05 1.05 Vehicles in Units 36,357 36,357 36,357 Group Quarters Population that would participate in general evacuation 0 0 0 Vehicles that would participate in a general evacuation 0 0 0 Totals Total Resident Population 2,377,415 2,464,067 2,585,371 Total Households 839,970 866,709 904,620 Total Vehicles 1,454,584 1,486,583 1,534,247 2015 992,852 89.9% 892,981 2.86 2,549,893 1.65 1,477,844 12,701 91.6% 11,639 2.86 35,478 0.57 20,046 75.1% 2006 923,279 89.7% 828,541 2.83 2,342,429 1.69 1,398,596 2010 951,961 89.8% 855,217 2.84 2,428,951 1.67 1,430,457 Page IB-22 Appendix IB - Miami -Dade County Volume 2-11 South Florida Statewide Regional Evacuation Study Program In other evacuations the "S" is stretched laterally and covers more of the length of the line on which it appears, with departures being distributed over a longer length of time. It looks "flatter." In those cases evacuation notices were issued well in advance of anticipated landfall of the storm, and residents were aware that they had the luxury of waiting longer before departing if they choose to do so. Some evacuees do wait longer before leaving, but not all do. Departures are distributed over a longer period of time than in the first example. This might be referred to as a "slow" response. There are also evacuation timing curves that fall between those two, resulting in an "S" that is less compressed than the first, but less stretched than the second. This sort of evacuation results when evacuation notices are issued earlier than in the first example, but not as early as in the second case. In all three scenarios evacuees collectively take as much time as they believe is available to them. Perceptions about the urgency of the evacuation account for variations in whether the evacuation is"quick," "slow," or in between ("normal'). 2. Curves for Planning The three evacuation timing scenarios described above are depicted graphically in Figure 1, reflecting the three versions of the letter "S." The slowest of the three curves assumes that evacuation notices were issued at least 24 hours before landfall. The fastest of the three assumes that evacuation notices were issued just 12 hours prior to the anticipated onset of hurricane conditions. Figure 1. Evacuation timing curves for planning Percent of Eventual Evacuees 100 00 80 70 60 50 40 .30 20 10 0 Notice •Slow Response - Normal Response • Quick Response 6 4 2 0 2 4 6 R 1❑ 12 14 16 IR 20 22 24 Number of Hours Before and After Evacuation Order Page 10 Regional Behavioral Analysis r'.FFcsi! F7r .7%9 Emergency Preparedness Report 20 FY2012-201 3 Figure 12; HEC Capacity Facilities: 65 Standard Capacity: 101,670 Catastrophic Capacity: 135,417 Facilities: 6 Capacity 300C1 (each facility holds 503 clients) l -Q hit Facilities; 3 Capacity 240 (pets) 2 schools hold 80 pets each Second Responders Second Responders bridge the gap between on -going recovery operations and the necessary and timely return to normalcy, 'Miami -Dade Corrections and Rehabilitation (MDCR) serves as a Second Responder agency. When needed, sworn corrections officers augment the County's law enforcement personnel to assist with traffic control and security. Four platoons for a total of 148 MDCR personnel have been trained to be deployed in the Second Responder capacity. MITIGATION Miami -Dade County is vulnerable to disasters of all types affecting every part of our community; no one is immune, The County has been impacted by hurricanes, tornadoes, severe flooding, wildfires, plane crashes, hard freezes, droughts and more. Mitigation lessens the impact that these disasters may have and in doing so helps decrease the response and recovery efforts. Local Mitigation Strategy (LMS) The LMS Working Group and Steering Committee are made up of a broad spectrum of both stakeholders and partners, including federal, state, and local government; private enterprise: private and public schools, colleges, and universities; hospitals; and not -for -profits. The LMS Working Group submits projects for consideration and approval by the Steering Committee. Although specific to mitigation, projects undertaken ensure a less costly and more effective recovery. The LMS identifies financing through Federal, State, and Local funding sources to develop and implement projects that serve to reduce the impact any one disaster has on the County. Further, through the funding of these projects Miami -Dade County is benefited by increased commerce generated by construction as well as, the associated job creation. Figure 13 reflects the projects undertaken and funds secured during this reporting period. Figure 13: L 1IS Projects LOGAI MITIGATION STRATEGY PROJECT STATUS REPORTED 2013 UNDER CCN+tSTRUCFfON Jackson - Wind Retrofit Project al RTC 8,589,583.00 Jackson - Wind Retr4r,tProjectatMSC 601,28100 Miami -Dade Public Works. and Waste Management- Breach and Dune Restoration and Maintenance 3,200,000.00 Miami -Dade Public Works and Waste Management - 32" Street Breakwater Rehabllitaten and Stabilization 800,000,00 Miami -Dade Pubic Works and waste Management - 55" Strevi Erosion Control smekwater 1,700,000.0e Miartw Dade College - Medical Center Building 1000 - Hurricane Shutters 200.000.00 Miam Dade - Medical canter Building 2000 - Hu wane PrdtecCaon 263,000.00 Miami Dade °allege - Hialeah Campers Building 1000 = Humrane Protection 269.000.00 University or MIarT1i Hospital' - Wind Mitigation 4,100 rX 0.00 Key I isceyne - Stelrmwater OUtffll liehebIMetion 60,on0.00 Miami Lakes- Downtown Area Drainage Impnavements 1,000,000 00 Mlari Springs- Rerrinal of Australian Pines -Wind Mitlgalfen 14,000 110 El Portal - Storruwater improvements 0,000,000.00 Palmetto Bay - Localized Drainage improvements 900,000,00 Te rml tinder Censrrverian 26, 66 7, 6 69, 00 LOCAL MITIGATION STRATEGY PROJECT STATUS REPORTED 2013 - - 9J-2.0257 Special Hurricane Preparedness Districts for Developments of Regional Impact. (1) Purpose. A county or region may be designated a "special hurricane preparedness district" based on unique regional hurricane preparedness considerations. Such a designation may allow a county or region to implement hurricane preparedness mitigation strategies for developments of regional impact which may not be deemed appropriate as identified in subsection (5) of Rule 9J-2.0256, Florida Administrative Code. Additionally, vertical evacuation may be employed by developments of regional impact within a special hurricane preparedness district if such a strategy has been identified as an acceptable mitigation alternative in a petition to the Department for designation. It is the intent of this rule that a special hurricane preparedness district shall not be designated on an individual project or municipal government basis. (2) Definitions. For purposes of this rule the definitions are the same as those identified in Rule 9J-2.0256, Florida Administrative Code. (3) Implementation. A county or region must petition the Department in writing in order to be considered for designation as a special hurricane preparedness district. Such a request shall identify why the county or region should be designated and establish what types of hurricane preparedness mitigation measures will be applied to developments of regional impact within the district. The request shall be based on unique regional hurricane preparedness considerations which have been identified as a major regional issue and addressed with appropriate policies in an adopted comprehensive regional policy plan, in an adopted comprehensive plan or adopted hurricane preparedness ordinance, or in the adopted management plans or principles for guiding development for those areas designated by the Legislature at the recommendation of the Department pursuant to Sections 380.045 and 380.05, Florida Statutes, respectively. In addition, the request for designation should be based on, but not limited to, the following types of generalized regional or county considerations: (a) The overall land elevation and the amount of area anticipated to flood during a hurricane event; (b) The transportation system and its ability to transport residents to safe areas within a reasonable time; (c) Less than twenty percent of a county's or region's hurricane shelters are available to the population during a 100-year or category three hurricane event; and (d) The percentage of the total population anticipated to evacuate. (4) Designation. Upon receiving a petition requesting designation as a special hurricane preparedness district from a county or region, the Department shall have thirty (30) days to notify the petitioner whether sufficient information regarding the need for designation and the acceptability of proposed mitigative measures has been submitted in the petition or if additional information is required. A petition for a special hurricane preparedness district designation is complete when the Department determines that all documentation and information it finds necessary to evaluate the request has been provided. The Department shall determine if the special hurricane preparedness district designation is appropriate within 45 days after receipt of a complete petition. If the request for designation is deemed inappropriate by the Department, a written response shall be sent to the petitioner identifying why designation was found to be inappropriate. If the petition for designation is deemed appropriate by the Department, a written notification shall be sent to the petitioner indicating the Department's intention of amending this rule to incorporate the special designation. The designation shall not become effective until the rule has been amended. The Department's designation shall also identify the hurricane preparedness mitigation alternatives that are deemed appropriate for developments of regional impact within the special hurricane preparedness district based on the unique regional considerations which were identified in the petition. In counties or regions that have been designated as special hurricane preparedness districts, the developer of a development of regional impact shall have the option to mitigate regional hurricane preparedness impacts as detailed in Rule 9J-2.0256, Florida Administrative Code. However, if the developer of a development of regional impact chooses to mitigate regional hurricane preparedness impacts by using the alternatives identified in the special hurricane preparedness district designation, the DRI development order must include a provision that requires that all deeds to property located within the proposed development be accompanied by a disclosure statement. The disclosure statement must be in the form of a covenant stating that the property is located in a hurricane vulnerability zone and that the hurricane evacuation clearance time for the county or region is high and/or hurricane shelter spaces are limited. (5) Designation of Southwest Florida as a Special Hurricane Preparedness District for Developments of Regional Impact. Based on a written request supported by data and information received from the Southwest Florida Regional Planning Council, the Department designates the area contained within the category three hurricane flood zone as identified in the Hurricane Evacuation Study Update, 1995 Southwest Florida Regional Planning Council within the counties of Sarasota, Charlotte, Lee, and Collier as a special hurricane preparedness district for developments of regional impact. More specifically, the area that is designated as a special hurricane preparedness district for developments of regional impact is that portion of Southwest Florida that lies outside of areas subject to the impacts of a category two storm but within the area anticipated to be impacted by a category three hurricane as identified in the Hurricane Evacuation Study Update, 1995 Southwest Florida Regional Planning Council. The Department's designation is based on the following facts regarding the coastal counties of Southwest Florida: (a) Large portions of the land area are anticipated to flood during a category three hurricane event; (b) More than 70 percent of the region's population is vulnerable to a category three hurricane event; (c) A large percentage of the region's population is aged or infirmed; (d) Regional evacuation times are extremely high and major interregional evacuation routes are limited and/or prone to flooding during a hurricane event; (e) Less than 20 percent of the region's public hurricane shelter spaces are available to the population during a category three hurricane event; (f) Adjacent inland county public shelter space is limited; and (g) Large portions of the region are vested for development through Chapters 163 and 380, Florida Statutes, development orders and vested rights determinations. (6) Mitigation of Hurricane Preparedness Impacts Within the Designated Special Hurricane Preparedness District of Southwest Florida. Mitigation of regional hurricane preparedness impacts within the designated Special Hurricane Preparedness District of Southwest Florida may be mitigated consistent with Rule 9J-2.0256, Florida Administrative Code. If a DRI developer within the designated special hurricane preparedness district chooses not to mitigate a development's regional hurricane preparedness impacts consistent with Rule 9J-2.0256, Florida Administrative Code, the following mitigative criteria must be met: (a) The DRI development order must incorporate those requirements identified in subsection (4) of Rule 9J-2.0257, Florida Administrative Code. (b) The first finished floor of all residential units shall be elevated above the anticipated category three flood level as identified by the regional hurricane evacuation study or all residential development with finished first floor levels below the anticipated category three flood level shall provide onsite shelter facilities where it is determined that the necessary evacuation roadway or public hurricane shelter capacity is unavailable or inadequate according to the regional hurricane evacuation study. (c) All residential development shall provide shelter space at a ratio consistent with Rule 9J-2.0256, Florida Administrative Code, in common areas or other shelter areas. (d) Mobile home developments shall have onsite storm evacuation centers with sufficient structural characteristics, warning systems, and evacuation procedures consistent with the requirements identified in subparagraph 9J-2.0256(5)(b)1., Florida Administrative Code, for the resident population in the event of a hurricane. (e) All onsite shelters within the category three hurricane evacuation zone shall be elevated to the anticipated category three flood level, be constructed to withstand winds of at least 120 miles per hour, be equipped with emergency power and potable water supplies, be constructed with a minimum of exterior glass, while providing adequate protection by shutters or boards for any glass used, and, have adequate ventilation, sanitary facilities, and first -aid equipment. Specific Authority 380.032(2)(a), 380.06(23)(a), (b), (c)1. FS. Law Implemented 380.06, 380.06(23)(b) FS. History New 11-30-88, Amended 7-11- 90, 2-21-01. Transmittal Letters to Reviewing Agencies DANIEL J. ALFONSO City Manager September 14, 2015 Mr. Ray Eubanks Plan Processing Administrator Florida Department of Economic Opportunity State Land Planning Agency Caldwell Building 107 East Madison — MSC 160 Tallahassee, Florida 32399 (850) 488-3309 Re: Transmittal of proposed amendment to the Miami Comprehensive Neighborhood Plan (MCNP) related to Residential Density Increase Areas Dear Mr. Eubanks: Please find enclosed one hard copy and two digital copies on CD ROM of the proposed amendment to the Miami Comprehensive Neighborhood Plan (MCNP). The City Commission voted to transmit the amendment at a public hearing on September 10th, 2015. The Planning, Zoning, and Appeals Board (PZAB) which serves as the City's Local Planning Agency held a public hearing to recommend approval of the Amendments to the City Commission on June 3'd, 2015. The City expects the amendment to be adopted by the City Commission in October of 2015. In order to encourage economic redevelopment of the Downtown Miami River area, the City of Miami is proposing to establish the Miami River Residential Density Increase Area (RDIA) with maximum densities of 400 dwelling units per acre. The City's Comprehensive Plan ("MCNP"), identifies this area as within the Urban Central Business District, which shall contain high intensity, high density multi -use development. The affected area is not in an area of critical state concern. Included in this transmittal are the following documents: • Cover Letters to Review Agencies • Legislation authorizing transmittal with the proposed amendment • Exhibit A • PZAB Resolution Recommending Approval • First Reading City Commission Fact Sheet PLANNING AND ZONING DEPARTMENT 444 S.W. 2nd Avenue, 3rd Floor / Miami, Florida 33130 / Ph 'one; (305) 416-1400 Fax (305) 416-2156 Mailing Address: P.O. Box 330708 Miami, Florida 33233-0708 September 14, 2015 Page 2 • Staff FLUM Analysis • Concurrency Management Analysis • School Concurrency Analysis • Traffic Impact Analysis • Site Utility Analysis of the Proposed Amendment • Hurricane Preparedness Analysis • PZA13 500ft Notice Certification • Newspaper Advertisement A copy of the submittal package, containing the transmittal legislation with the amendment and all supporting documents is being sent concurrently with this transmittal to the following agencies: South Florida Regional Planning Council, South Florida Water Management District, District Six Office of the Florida Department of Transportation, Florida Department of Environmental Protection, Florida Department of State, Department of Education, and the Miami -Dade County Department of Regulatory and Economic Resources; pursuant to Section 163.3184(3), Florida Statutes. Copies of the transmittal letters are attached. The City respectfully requests a review of these amendments pursuant to the Expedited State Review Process as defined in Section 163.3184, Florida Statutes, The City is willing to assist the Department and other review agencies throughout the review process. If you have any questions, please direct them to Harold Ruck, Subject Matter Expert, within the Planning Department at 305-416-1424. Sincerely, Francisco J. Garcia, Director City of Miami Planning & Zoning Department FJG:hr Documents Inc1uded DANIELJ, ALFONSO City Manager September 14, 2015 Tracy D. Suber, Educational Consultant -Growth Management Liaison Office of Educational Facilities 325 West Gaines Street, Suite 1014 Tallahassee, Florida 32399-0400 Re: Transmittal of proposed amendment to the Miami Comprehensive Neighborhood Plan (MCNP) related to Residential Density Increase Areas Dear Ms. Suber: Please find enclosed a copy the proposed amendment to the Miami Comprehensive Neighborhood Plan (MCNP). The City Commission voted to transmit the amendment at a public hearing on September 10th, 2015. The Planning, Zoning, and Appeals Board (PZAB) which serves as the City's Local Planning Agency held a public hearing to recommend approval of the Amendments to the City Commission on June 3"-I, 2015. The City expects the amendment to be adopted by the City Commission in October of 2015. In order to encourage economic redevelopment of the Downtown Miami River area, the City of Miami is proposing to establish the Miami River Residential Density Increase Area (RDIA) with maximum densities of 400 dwelling units per acre. The City's Comprehensive Plan ("MCNP"), identifies this area as within the Urban Central Business District, which shall contain high intensity, high density multi -use development. The affected area is not in an area of critical state concern. Included in this transmittal are the following documents: • Cover Letters to Review Agencies • Legislation authorizing transmittal with the proposed amendment • Exhibit A • PZAB Resolution Recommending Approval • First Reading City Commission Fact Sheet • Staff FLUM Analysis • Concurrency Management Analysis • School Con.currency Analysis • Traffic Impact Analysis • Site Utility Analysis of the Proposed Amendment • Hurricane Preparedness Analysis PLANNING AND ZONING DEPARTMENT 444 S.W. 2nd Avenue, 3rd Flour / Miami, Florida 33130 / Phone: (305) 416;1400 Fax (305) 416-2156 Mailing Addressi P.0, Box 33070E3 Miami, Florida 33233-070E3 September 14, 2015 Page 2 • PZAB 500ft Notice Certification • Newspaper Advertisement The City respectfully requests a review of this amendment pursuant to the Expedited State Review Process as defined in Section 163.3184, Florida Statutes. The City is willing to assist the Department and other review agencies throughout the review process. If you have any questions, please direct them to Harold Ruck, Subject Matter Expert, within the Planning Department at 305-416-1424. Sincerely, Francisco J. Garcia, Director City of Miami Planning & Zoning Department FJG:hr Documents Included DANIEL). ALFONSO City Manager September 14, 2015 Suzanne E. Ray Department of Environmental Protection Office of Intergovernmental Programs 3900 Commonwealth Boulevard, Mail Station 47 Tallahassee, Florida 32399-3000 Re: Transmittal of proposed amendment to the Miami Comprehensive Neighborhood Plan (MCNP) related to Residential Density Increase Areas Dear Ms, Ray: Please find enclosed a copy the proposed amendment to the Miami Comprehensive Neighborhood Plan (MCNP), The City Commission voted to transmit the amendment at a public hearing on September 10th, 2015. The Planning, Zoning, and Appeals Board (PZAB) which serves as the City's Local Planning Agency held a public hearing to recommend approval of the Amendments to the City Corrunission on June 3rd, 2015. The City expects the amendment to be adopted by the City Commission in October of 2015. In order to encourage economic redevelopment of the Downtown Miami River area the City of Miami is proposing to establish the Miami River Residential Density Increase Area (RDIA) with maximum densities of 400 dwelling units per acre. The City's Comprehensive Plan ("MCNP"), identifies this area as within the Urban Central Business District, which shall contain high intensity, high density multi -use development. The affected area is not in an area of critical state concern. Included in this transmittal are the following documents: • Cover Letters to Review Agencies • Legislation authorizing transmittal with the proposed amendment • Exhibit A • PZAB Resolution Recommending Approval • First Reading City Commission Fact Sheet • Staff FLUM Analysis • Concurrency Management Analysis • School Concurrency Analysis • Traffic Impact Analysis • Site Utility Analysis of the Proposed Amendment PLANNING AND ZONING DEPARTMENT 444 S.W. 2nd Avenue, 3rd Floor / Miami; Florida 33130 / Phone: (305) 416-1400 Fax (305) 416-2156 Mailing Address: P.O. Box 330708 Miami, Florida 33233-0708 September 14, 2015 Page 2 • Hurricane Preparedness Analysis • PZAB 500ft Notice Certification • Newspaper Advertisement The City respectfully requests a review of this amendment pursuant to the Expedited State Review Process as defined in Section 163.3184, Florida Statutes. The City is willing to assist the Department and other review agencies throughout the review process. If you have any questions, please direct them to Harold Ruck, Subject Matter Expert, within the Planning Department at 305-416-1424. Sincerely, c.9 Francisco J. Garcia, Director City of Miami Planning & Zoning Department FJG:hr Documents Included DANIEL J. ALFONSO City Manager September 14, 2015 Terry Manning, AICP, Policy and Planning Analyst, South Florida Water Management District Water Supply Coordination Unit 3301 Gun Club Road, MSC 4223 West Palm Beach, FL 33406 Re: Transmittal of proposed amendment to the Miami Comprehensive Neighborhood Plan (MCNP) related to Residential Density Increase Areas Dear Ms. Manning: Please find enclosed a copy the proposed amendment to the Miami Comprehensive Neighborhood Plan (MCNP). The City Commission voted to transmit the amendment at a public hearing on September 10th, 2015, The Planning, Zoning, and Appeals Board (PZAB) which serves as the City's Local Planning Agency held a public hearing to recommend approval of the Amendments to the City Commission on June 3rd, 2015, The City expects the amendment to be adopted by the City Commission in October of 2015. In order to encourage economic redevelopment of the Downtown Miami River area, the City of Miami is proposing to establish the Miami River Residential Density Increase Area (RDIA) with maximum densities of 400 dwelling units per acre. The City's Comprehensive Plan ("MCNP"), identifies this area as within the Urban Central Business District, which shall contain high intensity, high density multi -use development, The affected area is not in an area of critical state concern. Included in this transmittal are the following documents: • Cover Letters to Review Agencies • Legislation authorizing transmittal with the proposed amendment • Exhibit A • PZAB Resolution Recommending Approval • First Reading City Commission Fact Sheet • Staff FLUM Analysis • Concurrency Management Analysis • School Concurrency Analysis • Traffic Impact Analysis • Site Utility Analysis of the Proposed Amendment PLANNING AND ZONING DEPARTMENT 444 S.W. 2nd Avenue, 3rd Floor! Miami, Florida 33130 / Phone: (305) 416-140Q Fax (305) 416-2'156 Mailing Address: P.O. Box 3.30708 Miami, Florida 33233-0708 September 14, 2015 Page 2 • Hurricane Preparedness Analysis • PZAB 500ft Notice Certification • Newspaper Advertisement The City respectfully requests a review of this amendment pursuant to the Expedited State Review Process as defined in Section 163.3184, Florida Statutes. The City is willing to assist the Department and other review agencies throughout the review process. If you have any questions, please direct them to Harold Ruck, Subject Matter Expert, within the Planning Department at 305-416-1424. Sincerely, Francisco J. Garcia, Director City of Miami Planning & Zoning Department FJG:hr Documents Included DANIEL J. ALFONSO City Manager September 14, 2015 Mark Woerner, Assistant Director Miami -Dade County Planning Department of Regulatory and Economic Resources Stephen P. Clark Center 111 NW 1st Street, 12th Floor Miami, Florida 33128 Re: Transmittal of proposed amendment to the Miami Comprehensive Neighborhood Plan (MCNP) related to Residential Density Increase Areas Dear Mr, Woerner: Please find enclosed a copy the proposed amendment to the Miami Comprehensive Neighborhood Plan (MCNP). The City Commission voted to transmit the amendment at a public hearing on September 10th, 2015. The Planning, Zoning, and Appeals Board (PZAB) which serves as the City's Local Planning Agency held a public hearing to recommend approval of the Amendments to the City Commission on June 3rd, 2015. The City expects the amendment to be adopted by the City Commission in October of 2015. In order to encourage economic redevelopment of the Downtown Miami River area, the City of Miami is proposing to establish the Miami River Residential Density Increase Area (RDIA) with maximum densities of 400 dwelling units per acre. The City's Comprehensive Plan ("MCNP"), identifies this area as within the Urban Central Business District, which shall contain high intensity, high density multi -use development. The affected area is not in an area of critical state concern. Included in this transmittal are the following documents: • Cover Letters to Review Agencies • Legislation authorizing transmittal with the proposed amendment • Exhibit A • PZAB Resolution Recommending Approval • First Reading City Commission Fact Sheet • Staff FLUM Analysis • Concurrency Management Analysis • School Concunency Analysis • Traffic Impact Analysis PLANNING AND ZONING DEPARTMENT 444 SW 2nd Avenue, 3rd Floor / Miami, Florida 33130 / Phone: (305) 416-1400 Fax (305) 416-2'156 Mailing Address: P.O. Box 330708 Miami, Florida 33233-0708 September 14, 2015 Page 2 • Site Utility Analysis of the Proposed Amendment • Hurricane Preparedness Analysis • PZAB 500ft Notice Certification • Newspaper Advertisement The City respectfully requests a review of this amendment pursuant to the Expedited State Review Process as defined in Section 163.3184, Florida Statutes. The City is willing to assist the Department and other review agencies throughout the review process. If you have any questions, please direct them to Harold Ruck, Subject Matter Expert, within the Planning Department at 305-416-1424. Sincerely, Francisco J. Garcia, Director City of Miami Planning & Zoning Department FJG:hr Documents Included DANIEL ,J, ALFONSO City Manager September 14, 2015 James Murley, Executive Director South Florida Regional Planning Council 3440 Hollywood Boulevard, Suite 140 Hollywood, Florida 33021 Re: Transmittal of proposed amendment to the Miami Comprehensive Neighborhood Plan (MCNP) related to Residential Density Increase Areas Dear Mr. Murley: Please find enclosed a copy the proposed amendment to the Miami Comprehensive Neighborhood Plan (MCNP). The City Commission voted to transmit the amendment at a public hearing on September 10th, 2015. The Planning, Zoning, and Appeals Board (PZAB) which serves as the City's Local Planning Agency held a public hearing to recommend approval of the Amendments to the City Commission on June 3rd, 2015. The City expects the amendment to be adopted by the City Commission in October of 2015. In order to encourage economic redevelopment of the Downtown Miami River area, the City of Miami is proposing to establish the Miami River Residential Density Increase Area (RDIA) with maximum densities of 400 dwelling units per acre. The City's Comprehensive Plan ("MCNP''), identifies this area as within the Urban Central Business District, which shall contain high intensity, high density multi -use development. The affected area is not in an area of critical state concern. Included in this transmittal are the following documents: • Cover Letters to Review Agencies • Legislation authorizing transmittal with the proposed amendment • Exhibit A • PZAB Resolution Recommending Approval • First Reading City Commission Fact Sheet • Staff FLUM Analysis • Concurrency Management Analysis • School Concurrency Analysis • Traffic Impact Analysis • Site Utility Analysis of the Proposed Amendment • Hurricane Preparedness Analysis PLANNING AND ZONING DEPARTMENT 444 SW, 2nd Avenue, 3rd Floor / Miami, Florida 33130 Phone: (305) 4'16-'1400 Fax (305) 416-2156 Mailing Address: P.O. Box 330708 Miami, Honda 33233-0708 September 14, 2015 Page 2 • PZA13 500ft Notice Certification • Newspaper Advertisement The City respectfully requests a review of this amendment pursuant to the Expedited State Review Process as defined in Section 163.3184, Florida Statutes, The City is willing to assist the Department and other review agencies throughout the review process. If you have any questions, please direct them to Harold Ruck, Subject Matter Expert, within the Planning Department at 305-416-1424, Sincerely, Francisco J. Garcia, Director City of Miami Planning & Zoning Department EIG:hr Doctunents Included DANIEL J, ALFONSO City Manager September 14, 2015 Kenneth Jeffries Transportation Planner Intermodal Systems Development Florida Department of Transportation, District 6 Adam Leigh Cann Building 1000 NW 111 Avenue, Room 6111-A Miami, Florida 33172 Re: Transmittal of proposed amendment to the Miami Comprehensive Neighborhood Plan (MCNP) related to Residential Density Increase Areas Dear Mr, Jeffries: Please find enclosed a copy the proposed amendment to the Miami Comprehensive Neighborhood Plan (MCNP). The City Commission voted to transmit the amendment at a public hearing on September 10th, 2015. The Planning, Zoning, and Appeals Board (PZAB) which serves as the City's Local Planning Agency held a public hearing to recommend approval of the Amendments to the City Commission on June 3rd, 2015. The City expects the amendment to be adopted by the City Commission in October of 2015. In order to encourage economic redevelopment of the Downtown Miami River area, the City of Miami is proposing to establish the Miami River Residential Density Increase Area (RDIA) with maximum densities of 400 dwelling units per acre. The City's Comprehensive Plan ("MCNP"), identifies this area as within the Urban Central Business District, which shall contain high intensity, high density multi -use development. The affected area is not in an area of critical state concern. Included in this transmittal are the following documents: • Cover Letters to Review Agencies • Legislation authorizing transmittal with the proposed amendment • Exhibit A • PZAB Resolution Recommending Approval • First Reading City Commission Fact Sheet • Staff ]PLUM Analysis • Concurrency Management Analysis • School Concurrency Analysis • Traffic Impact Analysis PLANNING AND ZONING DEPARTMENT 444 S,W, 2nd Avenue, 3rd Floor/ Miami, Florida 33130 / Phone: (305) 416-1400 Fax (305) 416-2156 Mailing Addre5s: P.O. Box 330708 Miami, Florida 33233,0708 September 14, 2015 Page 2 • Site Utility Analysis of the Proposed Amendment • Hurricane Preparedness Analysis • PZAB 500ft Notice Certification • Newspaper Advertisement The City respectfully requests a review of this amendment pursuant to the Expedited State Review Process as defined in Section 163.3184, Florida Statutes. The City is willing to assist the Department and other review agencies throughout the review process. If you have any questions, please direct them to Harold Ruck, Subject Matter Expert, within the Planning Department at 305-416-1424. Sincerely, Francisco J. Garcia, Director City of Miami Planning & Zoning Department FJG...hr Documents Included DANIEL J, ALFONSO City Manager September 14, 2015 Deena Woodward, Historic Preservation Planner Department of State, Bureau of Historic Preservation 500 South Bronough Street Tallahassee, Florida 32399-0250 Re: Transmittal of proposed amendment to the Miami Comprehensive Neighborhood Plan (MCNP) related to Residential Density Increase Areas Dear Ms, Woodward: Please find enclosed a copy the proposed amendment to the Miami Comprehensive Neighborhood Plan (MCNP). The City Commission voted to transmit the amendment at a public hearing on September 10th, 2015. The Planning, Zoning, and Appeals Board (PZAB) which serves as the City's Local Planning Agency held a public hearing to recommend approval of the Amendments to the City Commission on June 3rd, 2015, The City expects the amendment to be adopted by the City Commission in October of 2015. In order to encourage economic redevelopment of the Downtown Miami River area, the City of Miami is proposing to establish the Miami River Residential Density Increase Area (RDIA) with maximum densities of 400 dwelling units per acre. The City's Comprehensive Plan ("MCNP"), identifies this area as within the Urban Central Business District, which shall contain high intensity, high density multi -use development. The affected area is not in an area of critical state concern. Included in this transmittal are the following documents: • Cover Letters to Review Agencies • Legislation authorizing transmittal with the proposed amendment • Exhibit A • PZAB Resolution Recommending Approval • First Reading City Commission Fact Sheet • Staff FLUM Analysis • Concurrency Management Analysis • School Concurrency Analysis • Traffic Impact Analysis • Site Utility Analysis of the Proposed Amendment PLANNING ANL) ZONING DEPARTMENT 444 S,W, 2nd Avenue, 3rd Floor/ Miami, Florida 33130 / Phone: (305) 416-1400 Fax (305) 4.16-2156 Mailing Address: P,O, Box 330708 Miami, Florida 33233-0708 September 14, 2015 Page 2 • Hurricane Preparedness Analysis • PZAB 500ft Notice Certification • Newspaper Advertisement The City respectfully requests a review of this amendment pursuant to the Expedited State Review Process as defined in Section 163.3 84, Florida Statutes. The City is willing to assist the Department and other review agencies throughout the review process. If you have any questions, please direct them to Harold Ruck, Subject Matter Expert, within the Planning Department at 305-416-1424. Sincerely, Francisco J. Garcia, Director City of Miami Planning & Zoning Department FJG:hr Documents Included Responses from Reviewing Agencies RICK SCOTT GOVERNOR Florida Department of Transportation 1000 NW 111 Avenue Miami, Florida 33172-5800 September 24, 2015 Francisco Garcia Planning Director, Department of Planning and Zoning City of Miami 444 SW 2nd Avenue, 3rd Floor Miami, FL 33130 JIM BOXOLD SECRETARY Subject: Comments for the Miami Comprehensive Neighborhood Plan (MCNP) Response for the Proposed FLUM Amendment for Miami River Residential Density Increase Area (RDIA) (City of Miami No. 15-00354ct/FDEO Amendment #15-5ESR) Dear Mr. Garcia: The Florida Department of Transportation, District Six, completed a review of the Proposed Comprehensive Plan Amendment (FDEO Amendment No. 15-5ESR). Because of the proposed land use amendment's proximity to I-95, which is a SIS facility, a quantitative assessment of the amendments' maximum potential transportation impacts is necessary. Upon receipt of the traffic analysis, the District reviewed the amendment package per Chapter 163 Florida Statutes and found the proposed amendment would not. significantly impact transportation resources and facilities of state importance. Please contact me at 305-470-5445 if you have any questions concerning our response. Sincerely, Kenneth Jeffries Transportation Planner Cc: Harold Desdunes, P.E., Florida Department of Transportation, District 6 Aileen Boucle, AICP, Florida Department of Transportation, District 6 Lisa Colmenares, AICP, Florida Department of Transportation, District 6 Ray Eubanks, Department of Economic Opportunity www.dot.state.fl.us Ruck, Harold From: Manning, Terese <tmanning@sfwmd.gov> Sent: Friday, September 25, 2015 11:38 AM To: Garcia, Francisco Cc: Ray Eubanks (DCPexternalagencycomments@deo.myflorida.com); Jim Murley (jmurley@sfrpc.com); Isabel Moreno; Ruck, Harold; James Stansbury (james.stansbury@deo.myflorida.com); Mark R. Woerner (mwoerner@miamidade.gov) Subject: Miami, DEO #15-5ESR Comments on Proposed Comprehensive Plan Amendment Package Dear Mr. Garcia: The South Florida Water Management District (District) has completed its review of the proposed amendment package from the City of Miami (City). The amendment is related to a Future Land Use Map change for the establishment of the Miami River Residential Density Increase Area. There appear to be no regionally significant water resource issues; therefore, the District has no comments on the proposed amendment package. The District offers its technical assistance to the City and the Department of Economic Opportunity in developing sound, sustainable solutions to meet the City's future water supply needs and to protect the region's water resources. Please forward a copy of the adopted amendments to the District. Please contact me if you need assistance or additional information. Sincerely, Terry Manning, Policy and Planning Analyst South Florida Water Management District Water Supply Implementation Unit 3301 Gun Club Road, MSC 4223 West Palm Beach, FL 33406 Phone: 561-682-6779 Fax: 561-681-6264 E-Mail: tmanning@sfwmd.gov We value your opinion. Please take a few minutes to share your comments on the service you received from the District by clicking on this 1in1 ;. Ruck, Harold From: Stahl, Chris <Chris.Stahl@dep.state.fl.us> Sent: Wednesday, October 07, 2015 8:58 AM To: Ruck, Harold Cc: Craig, Kae; DEO Agency Comments Subject: Miami 15-5 ESR Proposed To: Harold ruck, Subject Matter Expert Re: Miami 15-5 ESR — Expedited Review of Proposed Comprehensive Plan Amendment The Office of Intergovernmental Programs of the Florida Department of Environmental Protection (Department) has reviewed the above -referenced amendment package under the provisions of Chapter 163, Florida. Statutes. The Department conducted a detailed review that focused on potential adverse impacts to important state resources and facilities, specifically: air and water pollution; wetlands and other surface waters of the state; federal and state-owned lands and interest in lands, including state parks, greenways and trails, conservation easements; solidwaste; and water and wastewater treatment. Based on our review of the submitted amendment package, the Department has found no provision that, if adopted, would result in adverse impacts to important state resources subject to the Department's jurisdiction. Feel free to contact me at Chris.Stahl(ibdep.state.fl.us or (850) 245-2169 for assistance or additional information, Please send all amendments, both proposed and adopted, to Plan.review@dep.state.fl.us Florida Department of Environmental Protection Office of Intergovernmental Programs, Plan Review 3900 Commonwealth Blvd., MS 47 Tallahassee, FL 32399-3000 i Subject: Rucic, Harold From: Kathe Lerch <klerch@sfrpc.com> Sent: Monday, October 05, 2015 1:06 PM To: Kathe Lerch; eflinn@palmettobay-fl.gov; ddelsalle@palmettobay-fl.gov; rwilliams@palmettobay-fl.gov;judy_paul@davie-fl.gov; david_quigley@davie-fl.gov; david_abramson@davie-fl.gov; boccdisl@monroecounty-fl.gov; dlove@ksfla.com; hurley-christine@monroecounty-fl.gov; mike.forster@islamorada.fl.us; maria.aguilar@islamorada.fl.us; cheryl.cioffari@islamorada.fl.us; Village@icvps.org; jerry@belldavid.com; PStoddard@southmiamifl.gov; LCabrera@southmiamifl.gov; cbrimo@southmiamifl.gov; mtaylor@opalockafl.gov; ebrown@opalockafl.gov; ggay@opalockafl.gov; glee@opalockafl.gov; Regalado, Tomas (Mayor); Garcia, Francisco; Ruck, Harold; ydelacruz@cityofhialeahgardens.com; mgonzalez@cityofhialeahgardens.com; jerry@belldavid.com; Mayorchernandez@hialeahfl.gov; dstorch@hialeahfl.gov; jmartinez@hialeahfl.gov; JSESODIA@broward.org; mfeliciano@broward.org; tryan@broward.org; dvonstetina@broward.org; bblakeboy@broward.org; cchambers@broward.org; luigi.boria@cityofdoral.com; Julian.Perez@cityofdoral.com; mudine@cityofparkland.org; tfrost@cityofparkland.org; mmellgren@cityofparkland.org Cc: 'lawrence.venture@homestead.af.mil; 'tmanning@sfwmd.gov'; 'Lois.bush@dot.state.fl.us';'gerry.oreilly@dot.state.fl.us'; 'tracysuber@fldoe.org'; 'FWCConservationPlanningServices@myfwc.com'; 'Deena.Woodward@DOS.MyFlorida.com';'compplans@freshfromflorida.com'; Biblo, Adam A; DCPexternalagencycomments@deo.myflorida.com SFRC Ex Comm Mtg 10/5/15 Agenda #III.D Adopt/Psd SLPA 15-:Broward 5, 8ESR;Hialeah 1ESR,TBD;Hialeah Grdns 1ER;Miami 3, SESR;Opa-locka 1ESR;S Miami 1, 2ESR;Indian Crk Vill; Davie TBD; Islamorada15-1,3ACSC; Monroe 15-3ACSC;Palmetto B 2ER;Parkld;Dora1 At the October 5, 2015, Executive Committee Council Meeting, the South Florida Regional Council approved the attached reports, finding the proposed and adopted amendments to be generally consistent with the Strategic Regional Policy Plan for South Florida. Should you have any questions, contact James F. Murley, Executive Director, at (954) 985-4416 or jmurley@SFRC.com. Broward County SFRPC Agenda #IILD, SLPA #15-5, 8ESR Mayor CC Tim Ryan Barbara Blake Boy/Cynthia Chambers/Deanne D. Von Stetina /Jo Sesodia/Maribel Feliciano; TSESODIA@broward.org; mfeliciano@broward.org;tryan@broward.org;dvonstetina@broward.org; bblakeboy@broward.org; cchambers@broward.org; City of Hialeah SFRPC Agenda #IILD, SLPA #15-1, 2ESR Mayor CC Carlos Hernandez Deborah Storch/Jonathan Martinez Mayorchernandez@hialeahfl.gov; dstorch@hialeahfl.gov;jmartinez@hialeahfl.gov; City of Hialeah Gardens SFRPC Agenda #III.C, SLPA #15-1ER; Mayor CC Yioset De La Cruz Mirtha Gonzalez/Jerry Bell ydelacruz@cityofhialeahgardens.com; mgonzalez@cityofhialeahgardens.com;jerry@belldavid; City of Miami SFRPC Agenda #III.D, SLPA #15-3, 5ESR; Mayor CC Tomas P, Regalado Francisco Garcia/Hal Ruck tregalado@miamigov.com; fgarcia@miamigov.com; hruck@miamigov.com; City of Opa-locka SFRPC Agenda #IILD, SLPA #15-1ESR; Mayor CC Myra Taylor Greg Gay/Gerald Lee/Ed Brown mtaylor@opalockaf1 gov; ebrown@opalockafl.gov; ggay@opalockafl.gov; glee@opalockafl.gov; City of South Miami SFRPC Agenda #III.D, SLPA #15-1, 2ESR; Mayor CC Philip K. Stoddard, PhD Lourdes Cabrera -Hernandez; Chris Brimo PStoddard@southmiamifl.gov; LCabrera@southmiamifl.gov; cbrimo@southmiamifl.gov; Indian Creek Village SFRPC Agenda #IILD, SLPA #15-1ESR; Mayor CC Bernardo Klepach Jerry Bell Village@icvps.org; jerry@belldavid.com; Islamorada, Village of Islands SFRPC Agenda #III.D SLPA #15-1, 3ACSC; Mayor CC Mike Forster Maria Aguilar/Cheryl Cioffari mike.forster@islamorada.fl.us; maria.aguilar@islamorada.fl.us; cheryl.cioffari@islamorada.fl.us Monroe County Commission SFRPC Agenda #III.D, #15-3ER; Mayor CC Danny Kolhage Christine Hurley/ Debbie Love boccdisl@monroecounty-fLgov; dlove@ksfla.com; hurley-christine@monroecounty-fl.gov; Town of Davie SFRPC Agenda #IILD, SLPA #15-5ESR; Mayor CC Judy Paul David Quigley/David Abramson judy paul@davie-fl.gov; david quigley@davie-fl.gov; david abramson@davie-fl.gov; Village of Palmetto Bay SFRPC Agenda #III.D SLPA #15-2ER, 15-3ESR; Mayor CC Eugene Flinn Darby Delsalle/Ron Williams eflinn@palmettobay-fl.gov; ddelsalle@palmettobay-fl.gov; rwilliams@palmettobay-fl.gov City of Doral SFRPC Agenda #III.D, SLPA # Mayor CC Luigi Boria Julian Perez luigi.boria@cityofdoral.com; Tulian.Perez@cityofdoral.com; City of Parkland SFRPC Agenda #III.D SLPA # Mayor CC Michael Udine, Esquire Tamara Allen Frost; Michele Mellgren mudine@cityofparkland.org; tfrost@cityofparkland.org; mmellgren@cityofparkland.org; Kathe Lerch Administrative Assistant South Florida Regional Planning Council 954-985-4416 3