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Home My WebLink AboutPZAB 6-3-15 Supporting DocumentationPZAB.5 PLANNING, ZONING AND APPEALS BOARD FACT SHEET File ID: 15-00354ct Quasi -Judicial Title: A RESOLUTION OF THE MIAMI PLANNING, ZONING AND APPEALS BOARD RECOMMENDING APPROVAL OR DENIAL 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. Location: Miami River Residential Density Increase Area; 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 [Commissioner Frank Carollo - District 3] Applicant(s): Daniel J. Alfonso, City Manager, on behalf of City of Miami. 3500 Pan American Drive Miami, FL 33133 (305) 250-5400 Purpose: This will amend policies of the "Interpretation of the 2020 Future Land Use Map" and "The 2020 Future Land Use Map Series" of the City's Comprehensive Plan to establish the Miami River Residential Density Increase Area permitting up to 400 dwelling units per acre. Finding(s): Planning & Zoning: Recommended approval. Planning, Zoning and Appeals Board: June 3, 2015. ANALYSIS FOR REQUEST TO ESTABLISH A FUTURE LAND USE MIAMI RIVER RESIDENTIAL DENSITY INCREASE AREA OVERLAY Generally bounded by SW 5t" Street and the Miami River on the north, The Metro Rail on the east, SW 311 Avenue on the west, and SW 7t" 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 200 units per acre Southeast Overtown 300 units per acre Miami River 400 units per acre Brickell, Omni, Park West, and River Quadrant 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 51" Street and the Miami River on the north, the Metro Rail on the east, SW 31d Avenue on the west and SW 7t" 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 city'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 8t" Street east bound corridor between SW 31 Avenue and SW 4t" 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 8t" 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-0 — "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. Restricted Commercial Little R'e'strict Commercial Re tricted Commercial Ge_ner�al Commercial Restricted Commercial Re ,tricted Commercial ,Havana RDIA General Commercial k� ISIS -0 v Wk OWN m A )� 1• � �6 � i a gW�7TH ST 'F t, i J Q✓� r Q lk — r e 8 1 H ,w File Number: 15-00354ct City Hall 3500 Pan American Drive Miami, FL 33133 www.miamigov.com Final Action Date: A RESOLUTION OF THE MIAMI PLANNING, ZONING AND APPEALS BOARD RECOMMENDING APPROVAL OR DENIAL 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 ELEMENTAND 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"; 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. LOCATION: Miami River Residential Density Increase Area; 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 [Commissioner Frank Carollo - District 3] APPLICANT(S): Daniel J. Alfonso, City Manager, on behalf of the City of Miami FINDING(S): PLANNING DEPARTMENT: Recommended approval. PURPOSE: This will amend policies of the "Interpretation of the 2020 Future Land Use Map" and "The 2020 Future Land Use Map Series" of the City's Comprehensive Plan to establish the Miami River -Residential Density Increase Area permitting up to 400 dwelling units per acre. WHEREAS, there is a need for higher density uses without significant scale increases in the Miami River area in order to further encourage economic development; and WHEREAS, the City's Comprehensive Plan (MCNP), adopted February 9, 1989, by Ordinance No. 10544, pursuant to Chapter 163, Part II, Florida Statutes ("Fla. Stat."), in Appendix LU -1 identifies this area as within the Urban Central Business District, (UCBD), which shall contain high intensity, high density multi -use development; and City of Miami Page I of 3 File Id. 15-00354ct ([version: 1) Printed On: 5/26/2015 City of Miami 'elf Legislation �tk'.er PZAB Resolution File Number: 15-00354ct City Hall 3500 Pan American Drive Miami, FL 33133 www.miamigov.com Final Action Date: A RESOLUTION OF THE MIAMI PLANNING, ZONING AND APPEALS BOARD RECOMMENDING APPROVAL OR DENIAL 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 ELEMENTAND 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"; 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. LOCATION: Miami River Residential Density Increase Area; 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 [Commissioner Frank Carollo - District 3] APPLICANT(S): Daniel J. Alfonso, City Manager, on behalf of the City of Miami FINDING(S): PLANNING DEPARTMENT: Recommended approval. PURPOSE: This will amend policies of the "Interpretation of the 2020 Future Land Use Map" and "The 2020 Future Land Use Map Series" of the City's Comprehensive Plan to establish the Miami River -Residential Density Increase Area permitting up to 400 dwelling units per acre. WHEREAS, there is a need for higher density uses without significant scale increases in the Miami River area in order to further encourage economic development; and WHEREAS, the City's Comprehensive Plan (MCNP), adopted February 9, 1989, by Ordinance No. 10544, pursuant to Chapter 163, Part II, Florida Statutes ("Fla. Stat."), in Appendix LU -1 identifies this area as within the Urban Central Business District, (UCBD), which shall contain high intensity, high density multi -use development; and City of Miami Page I of 3 File Id. 15-00354ct ([version: 1) Printed On: 5/26/2015 File Number: 15-00354ct WHEREAS, the City wishes to encourage high density redevelopment in the Miami River area, and WHEREAS, the Miami Planning, Zoning and Appeals Board, at its meeting on June 3, 2015, following an advertised public hearing, adopted Resolution No. PZAB-R-15-### by a vote of #### to ##### (#-#), item no. #, recommending * of the amendments to the MCNP as set forth; and WHEREAS, on ##### ##, 2015, the City Commission held a duly noticed public hearing, at which time it voted to transmit the text amendments for review by state, regional and local agencies as required by law; and WHEREAS, the City Commission after careful consideration of this matter deems it advisable and in the best interest of the general welfare of the City of Miami and its inhabitants to amend the MCNP as hereinafter set forth; NOW, THEREFORE, BE IT ORDAINED BY THE COMMISSION OF THE CITY OF MIAMI, FLORIDA; AS FOLLOWS: Section 1. The recitals and findings contained in the Preamble to this Ordinance are adopted by reference and incorporated as if fully set forth in this Section. Section 2. The Interpretation of the 2020 Future Land Use Map and the 2020 Future Land Use Map is hereby amended to establish the Miami River Residential Density Increase Area; as indicated on the map attached as Exhibit "A" and incorporated into the 2020 Future Land Use Map series herein. Section 3. Ordinance No. 10544, as amended, the MCNP, is hereby revised by amending the text of the Policies of said Ordinance as follows: {1} Interpretation of the 2020 Future Land Use Map 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 200 units per acre Southeast Overtown 300 units per acre Miami River 400 units per acre Brickell, Omni, Park West, and River Quadrant 500 units per acre Section 4. It is found that this MCNP text change: (a) Is necessary due to changed or changing conditions; and (b) Follows an Expedited State Review Process pursuant to s. 163.3184(3), Florida Statutes; and Section 5. The City Manager is directed to instruct the Director of the Planning and Zoning Department City of Miami Page 2 of 3 File Irl. 15-00354ct ([version: 1) Printed On: 5/26/2015 File Number: 15-00354ct to promptly transmit a copy of this Ordinance after its approval on first reading and after its adoption on second reading pursuant to Section 163.3184, Florida Statutes to reviewing agencies pursuant to s. 163.3184, Florida Statute; and any other person or entity requesting a copy. Section 6. The City shall hold its second public hearing for adoption of this Ordinance within 180 days after receipt of agency comments pursuant to s. 163.3184(3)(c)1, Florida Statute. Section 7. Within 10 days after adoption on second reading the City Manager is directed to instruct the Director of the Planning and Zoning Department to promptly transmit a certified copy of this Ordinance to the appropriate agencies pursuant to s. 163.3184 Florida Statutes. Section 8. All ordinances or parts of ordinances insofar as they are inconsistent or in conflict with the provisions of this Ordinance are repealed. Section 9. If any section, part of a section, paragraph, clause, phrase, or word of this Ordinance is declared invalid, the remaining provisions of this Ordinance shall not be affected. Section 10. This Ordinance shall become effective thirty-one (31) days after second reading and adoption, and the state land planning agency notifies the City that the plan amendment package is complete thereof pursuant and subject to s. 163.3184 Florida Statutes. If timely challenged, the amendment shall not become effective until the state land planning agency or the Administration Commission enters a final order determining the adopted amendment to be in compliance. {2} APPROVED AS TO FORM AND CORRECTNESS: Victoria Mendez CITY ATTORNEY Footnotes: {1} Words and/or figures stricken through shall be deleted. Underscored words and/or figures shall be added. The remaining provisions are now in effect and remain unchanged. Asterisks indicate omitted and unchanged material. {2} This Ordinance shall become effective as specified unless vetoed by the Mayor within ten days from the date it was passed and adopted. If the Mayor vetoes this Ordinance, it shall become effective immediately upon override of the veto by the City Commission or upon the effective date stated, whichever is later. City of Miami Page 3 of 3 File Irl. 15-00354ct (Versiotr: 1) Printed On: 5/26/2015 EXHIBIT "A" 195 i tA ON W-Arp 1 0 125 250 500 Feet N Prepared by the City of Miami Planning Department IMo( Miami River RDIA-400 units/acre 9h■■7 Skp-,,erh-,fvnclerf ruf Schools f4ham"I'Dade Jo i Board Alberto M. Carvalho Perta Tabares Hantman, Chair Dr Lawrence S. Feldman, Vice Chair Dr. Dorothy Bendross-Mindingall May 5, 2015 Susie V Castillo Dr. Wilbert "Tee"Holloway VIA ELECTRONIC MAIL Dr. Martin Karp Lubby Navarro Ms. Mireidy Fernandez, Planner II Dr. Marta P&ez City of Miami Planning & Zoning Department Raquel A. Regalado 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 - PH01 15032000212 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: 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. x' Director I IMR:ir L11 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 Rijo-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 Cancurrency Management System (CMS) Miami Dade County Public Schools Miami -Dade County Public Schools Concurrency Management System Preliminary Concurrency Analysis MDCPS Application Number: PHO115032000212 Local Government (LG): Miami Date Application Received: 3/20/2015 8:31:39 AM LG Application Number: 15-00354 Type of Application: Public Hearing Sub Type: Land Use Applicant's Name: City of Miami Address/Location: Miami River RDIA Master Folio Number: 0102030801080 Additional Folio Number(s): PROPOSED # OF UNITS 4022 SINGLE-FAMILY DETACHED UNITS: 0 SINGLE-FAMILY ATTACHED UNITS: 0 MULTIFAMILY UNITS: 4022 CONCURRENCY•• Name Net Available CapacityFacility '"' M. Source Type 5321 SOUTHSIDE ELEMENTARY -7 161 NO Current CSA 5321 SOUTHSIDE ELEMENTARY FO 161 �� IO NO Year Plan Current SA Five 6841 SHENANDOAH MIDDLE -47 78 0 N O OCurrent CSA 6841 FSHENANDOAH MIDDLE 0 F78 IO NO Current Year Plan SA Five FS413 BOOKER T WASHINGTONSCurrent SENIOR F75 75 YE CSA SERVICE SCHOOLSADJACENT AREA 1361 EDERICK D �ELEMENTARYOUGLASS 67 161 67 NO Adjacent CSA 1121 CORAL WAY K-8 CENTER (ELEM 29 F94 29 NO Adjacent CSA F593, ELEMENTARYIPHILLIS ATLEY 0 F65 __ IOF NO Adjacent CSA F2741 (ELEMICOMPEY )E K-8 CENTER 1-252 F65 IO NO Adjacent CSA 4681 RIVERSIDE ELEMENTARY -525 65 0 NO Adjacent CSA F1361 �ELEMENTARYEDERICK OUGLASS 0 65 F -[C O Year Plancent Five F1121 rCOMP; WAY K-8 CENTER (ELEM 0 65 IOC NO CSA Five Year Plan F5931 ELEMENTARY HEATLEY 0 F65 IOC NO cent CSA Five YeaAdjr Plan F2741 (ELEMYBISCAYNE K-8 CENTER 0 F65 IOC NO CSA Five YeaAdjr Plan F4681 RIVERSIDE ELEMENTARY 0 F65 IO NO cent CSA Five YeaAdjr Plan 6741 PONCE DE LEON MIDDLE 27 78 27 NO Adjacent CSA 6361 ]OSE 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 Year PlanCSA Five *An Impact reduction of 22.36% included for charter and magnet schools (Schools of Choice). MDCPS has conducted a preliminary public school concurrency review of this application; please see results above. A final determination of public school concurrency and capacity reservation will be made at the time of approval of plat, site plan or functional equivalent. THIS ANALYSIS DOES NOT CONSTITUTE PUBLIC SCHOOL CONCURRENCY APPROVAL. 1450 NE 2 Avenue, Room 525, Miami, Florida 33132 / 305-995-7634 / 305-995-4760 fax / concurrency@dadeschools.net D -d- �C---Iy Publiccbaals Miami -Dade County Public Schools Concurrency Management System School Concurrency Determination MDCPS Application Number: SP0I15040200225 Local Government (LG): Miami Date Application Received: 4/2/2015 9:14:05 AM LG Application Number: UDRB App. Type of Application: Site Plan Sub Type: Redevelopment Applicant's Name: Miami River Project LLC Address/ Location: 24 SW 4 ST, Miami, FL Master Folio Number: 0101130502010 Additional Folio Number(s): PROPOSED # OF UNITS 406 SINGLE-FAMILY DETACHED UNITS: 0 SINGLE-FAMILY ATTACHED UNITS: 0 MULTIFAMILY UNITS: 406 ;MDCPS has conducted a public school concurrency review for this application and has determined that it DOES !MEET (Concurrency Met) all applicable LOS Standards for a Final Development order as adopted in the local ,Government's Educational Element and incorporated in the Interlocal Agreement for Public School Facility Planning in Miami -Dade County- .... .. .. . ....... * Master Concurrency Total Number of MA0115040200225 406 Number: Units: 'Issue Date: 4./14/ E 201 :10:58 PM Expiration Date: 4/14/2016 4:10:58 PM Capacity Reserved: W .17 / M/dlej. Sor: 8 MDCPS Administrator 1450 NE 2 Avenue, Room 525, Miami, Florida 33132 concurrency@dadeschools.net ,�J�Awa MDCPS Authorized Signature 995-7634 / 305-995-4760 fax CONCURRENCY MANAGEMENT ANALYSIS CITY OF MIAMI PLANNING DEPARTMENT Proposal No 15-00354ct IMPACT OF PROPOSED AMENDMENT TO LAND USE MAP Date: 5/05/2015 WITHIN A TRANSPORTATION CORRIDOR AMENDMENT INFORMATION Applicant: City of Miami RECREATION AND OPEN SPACE Population Increment, Residents 5,166 Address: See Exhibit A Park Within 10 Minute Barrier -Free Walk Yes Boundary Streets: North: Miami Rvr/ SW 5 St East: Metro Rail % Population Outside of Barrier Free Walk After Change N/A South: SW 7 ST West: SW 3 Ave Excess Capacity After Change N/A Proposed Change: From: Little Havana RDIA Concurrency Checkoff OK To: Miami River RDIA Existing Designation, Maximum Land Use Intensity POTABLE WATER TRANSMISSION Residential 10.0500 acres @ 200 DU/acre 2,010 DU's Population Increment, Residents 5,166 Peak Hour Person -Trip Generation, Residential 1,065 Transmission Requirement, gpd 800,684 Other sq -ft- @ FAR 0 sq -ft- Excess Capacity Before Change See Note 1. Peak Hour Person -Trip Generation, Other Excess Capacity After Change See Note 1. Concurrency Checkoff WASD Permit Required Proposed Designation, Maximum Land Use Intensity Residential 10.0500 acres @ 400 DU/acre 4,020 DU's SANITARY SEWER TRANSMISSION Peak Hour Person -Trip Generation, Residential 2,131 Population Increment, Residents 5,166 Other sq.ft. @ FAR 0 sq -ft- Transmission Requirement, gpd 728,364 Peak Hour Person -Trip Generation, Other 0 Excess Capacity Before Change See Note 1. Excess Capacity After Change See Note 1. Net Increment With Proposed Change: Concurrency Checkoff WASD Permit Required Population 5,166 Dwelling Units 2,010 STORM SEWER CAPACITY Peak Hour Person -Trips See Attached Analysis Exfiltration System Before Change On-site Exfiltration System After Change On-site NET Area Downtown Concurrency Checkoff OK County Wastewater Collection Zone 309 Drainage Subcatchment Basin J1 SOLID WASTE COLLECTION Solid Waste Collection Route 218 Population Increment, Residents 5,166 Transportation Corridor Name See Attached Analysis Solid Waste Generation, tons/year 6,612 Excess Capacity Before Change See Note 2. RELEVANT MCNP GOALS, OBJECTIVES, AND POLICIES Excess Capacity After Change See Note 2. Concurrency Checkoff OK Land Use Goal LU -1 (See attachment 1) Land Use Objective LU -1.1 TRAFFIC CIRCULATION Land Use Policy 1.1.1 Population Increment, Residents 5,166 Capital Improvements Goal CI -1 Peak -Hour Person -Trip Generation See Attached Analysis Capital Improvements Objective CI -1.2 LOS Before Change See Attached Analysis Capital Improvements Policy 1.2.3 a - g LOS After Change See Attached Analysis Concurrency Checkoff OK NOTE 1: Permit for sanitary sewerconnection must beissuedby Miami -Dade Water and Sewer Department Department (WASD). Excess capacity, Harry, is currently not known. ASSUMPTIONS AND COMMENTS NOTE2 High dereayde�ebgnentinthis asawlleeseNedgpnvatesector prodders Po ysw-tt2Comnerdalsruauresard Population increment is assumed to be all new residents. Peak -period trip generation is based Nghderetyreeidennaian�wale«tinuetohesewedbyeRhertleCAyssdidWmteoepatmertorbypmztesedorprovdmofsdid wastecolledionservsere. The City will require leaetdseMesto be Wmgied wth by pmaehadersopemingwaNnthecays bounda�s, and will enforce all City reguldiare regardng the dereal end cdlectioo d solid waste. 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. CM 1 IN R/90/901 Public Metro Bus/Rail Routes I: W'2 7 A 95Iw SW 3 St , a L4- Butch SW7St • E 7 St 8 St SE 8 St Sw 9 St, Sw 10 4 l . CO U) +J I L4- Park Locations IN 2ND T ED O zo tAl m SW STH S T 4 rr z 0 F�'.� -.- H � - 7-F4 I_ -- ED - 3TH T 0TH T- Enterprise Zone � I�r.:�,�gooOd O O 0 :.rvo. 00 Ir I I I l @ I Sw, 8TH�T "J_1 QTH Svv ~_ �Itill S"IN 9TH L En a n S -14TH- Al 4--A,7- Aih� Miami River RD|A -(at 1 Storm Surge (CHHA) ll # . Ai . � ■ SW #H£ 4W- Emm LI I mia. twRiffie"I Develop�7 T7 myen Special ArePlaAn Itv_oI nl. Eh- fruory PIT UTWA■[1 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 Introduction............................................................................................ 1 StudyArea............................................................................................. 3 Existing and Proposed Maximum Development .............................................. 3 Drainage, Flood Protection, and Stormwater Management...............................3 Tree Preservation....................................................................................4 Waterand Sewer.....................................................................................4 SolidWaste............................................................................................9 Fire and Rescue Service........................................................................... 11 Conclusion............................................................................................. 12 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. Figure 1: Site Location Map STUDY AREA The study area is generally bounded by the Miami River and SW 5t" Street to the north, SW 7t" 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 7t" 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. 13 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. 14 Miami River Development - - Special Area Plan COMPREHENSIVE PLAN AMENDMENT City of Miami, Florida * r r • r Water Demand 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 D " g u 1s 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. 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" SW 6th Street 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 7t" 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. 17 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 5t" Street SW 3rd Avenue and SW 2nd Avenue 10" SW 6t" Street SW 3rd Avenue and SW 2nd Avenue 30" & 12" SW 7t" Street SW 3rd Avenue and SW 1St Avenue 12" SW 1St Avenue Miami River and SW 7t" Street - SW 2nd Avenue SW 65t Street and SW 7t" Street 30" SW 3rd Avenue SW 4t" Street and SW 8t" Street 12" 18 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: 19 Miami River -i I Revelopmeirt - - Special Area Plan COMPREHENSIVE PLAN AMENDMENT City of Miami, Florida *iiiii ff Frowkyl 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 Ib/unit /day 1.51 Residential 1,005 Units 5 Ib/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 Ib/unit /day 3.02 Residential 2,010 Units 5 Ib/unit/day 5.03 Office 7,800,000 SF 2 Ib/1000 SF/day 7.80 Total Anticipated Solid Waste Generation 21.02 10 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. 2nd 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. P a g e 1 11 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 5t" Street to the north, SW 7t" 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 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. P a g e 1 12 Miami River Little Havana Regional Density Increase Area (RDIA) City of Miami, Florida y _ ra I Miami River -Riverwalk _. _. `/ �3 +..a ,.. .` d,..�......«...m........m...�,....... �m.....w...,.d..su......mµ.�, wwwv�� 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 Amend mentTraffic Impact Analysis TABLE OF CONTENTS I1►110i]91114aII 0 1 DATA COLLECTION...................................................................................................................... 3 PROGRAMMED ROADWAY IMPROVEMENTS.............................................................................. 5 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 LUPA.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 5th Street and SW6th Street...................................................................................................................... 17 Table 7: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on SW 7th Street.... 17 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 Capacity. 25 K:\FTL_TPTO\043615000-Riverfront SAP\LUPA\Report\Miami River LUPA.docx Page - ii May 2015 Kimley»)Horn Comprehensive Plan Amend mentTraffic Impact Analysis LIST OF APPENDICES Appendix A: Traffic Count Data Appendix B: Programmed Roadway Improvement Projects Appendix C: Maximum Development Potential Calculations Appendix D: Trip Generation Appendix E: Cardinal Distribution Appendix F: Transit Ridership Data Appendix G: Growth Rate Calculations K:\FTL_TPTO\043615000-Riverfront SAP\LUPA\Report\Miami River LUPA.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 1St 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:\FTL_TPTO\043615000-Riverfront SAP\LUPA\Report\Miami River LUPA.docx Page - 1 May 2015 Kimley»)Horn Comprehensive Plan Amendment Traffic Impact Analysis DATA COLLECTION 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. 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 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 Avenue • SW 7th Street between SW 5th Avenue and SW 4th Avenue • SW 7th Street between SW 2nd Avenue and SW 1st Avenue • SW 8th Street between SW 5th Avenue and SW 4th Avenue • SW 8th Street between SW 2nd 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:\FTL_TPTO\043615000-Riverfront SAP\LUPA\Report\Miami River LUPA.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:\FTL_TPTO\043615000-Riverfront SAP\LUPA\Report\Miami River LUPA.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:\FTL_TPTO\043615000-Riverfront SAP\LUPA\Report\Miami River LUPA.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:\FTL_TPTO\043615000-Riverfront SAP\LUPA\Report\Miami River LUPA.docx Page - 6 May 2015 Kimley>Morn 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:\FTL_TPTO\043615000-Riverfront SAP\LUPA\Report\Miami River LUPA.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:\FTL_TPTO\043615000-Riverfront SAP\LUPA\Report\Miami River LUPA.docx Page - 8 May 2015 KimleyAHorn Comprehensive Plan Amendment Traffic Impact Analysis Table 1: Transportation Level of Service Thresholds Note: (1) Ca.not be achieved per Ta bl,] from FDOV, 2013 quoliry/level ofS,,i,, Ho ndbo ok. (2) Based on Class IInon-srate'i finalized roadway (10 pe,cent,ed-im.), one Lane undivt red with no exclusive turn lanes (20 pe,ce-ed-im.). (3)Based on Class II three Lane state'i W armed a,te,i al with excl u'ive,i ght la- (5 percent ncrease) and 1.2 one-way factor. (4) Based on Class IInon -s rate signalized roadway (10 pe,cent,eduction), two-lane diet red with no ercl .sive lanes. (5) Based on Class three i ane rate sial i zed arterial with no exclusive lane'(25 pe,cent,educ0on) and 1.2 one way factor. (6) Based on Class 11 non -state signalized readily(10 percentreduc0on),two-I ane undividedwithnoexclu'ivw lanes(25pe,cent,educ0on) and 1.2 one way factor. (]) Based on C ass IInon-'rate signalized road way (10 percen[reduc0on), one lane undivided wi th no exclusive turn lanes (20 percent reduction) and 1.2 one way factor. (8) Based on Class 11 four -Iane'rate siwalimcl arterial with no exclusive la -(25 pe,ce-educ0on) and 1.2 one-wayfacto,. (9) Based on Class a,,ratesignalized roadway (10 percent reduction), one lane undivided with exclusive left turn lanes. (10) Based on Class II non -state signa li zed roadway (10 percent reduction), twoa ane undivided with no excl u'ivel ane' (25 pe,cem,eduction). (11) Based on Cl ass IInon-'rate'i gna lined roadway (10 percent reduction), two ane undivi id with an excl .sive left -turn ane (5 percent reduc i on). (12) Based on O a, I I four-Ia ne'ta to'ignalized arterial W it, exclusive right la- (5 percent i ncrease) and 1.2 one-way factor. (13) Based on Oass IInon-'rate signa lined roadway (10 percent reduce on), threeslane undivided W it, a 1.2 one-way factor. (14) Based on Exhibit 13-10 of the Highway Copoary Manual 2010, twoa ane ramp with a 25 mph ramp speed. (15) Based on Exhibit 13-10 ofthe Highway Copoary Manual 2010, one lam, ramp with a 25 mph ramp speed. K \,T� TPTo\oo36t5000-w-rfr- snP\wPA\aeporc\Miam i weer wPn. do,, Page - 9 May 2015 SW 5th Street between SW 4th Avenue and SW 3rd A-..121 SW fit Street between SW Sth Avenue and SW 4th A--121 SW 6th Street between SW 4th Avenue and SW 3rd Ave.uep� SW ee Street between SW 5th Avenueand 5W 4th Avenue SW 7th Street between SW 4th Avenue and SW 3rd Avenue''' SW 7th Street between SW 3rd Avenue and SW 2nd Avenue''' SW 7th Street between SW 2nd Avenue and SW 1st Avenue'' SW 8th Street between SW Sth Avenue and SW 4th Ave ,"e SW 8th Street between SW 4th Avenue and SW 3rd A-m..'� SW 8th Street between SW 4th Avenue and SW 3rd Avenue (With Ito provem en[)I") LOS Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour V/C Peak Hour V/C Peak Hour V/C Peak Hour V/C Peak Hour V/C Peak Hour V/C Peak Hour V/C Peak Hour V/C Peak Hour V/C Peak Hour V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio A Thresholds (1) Thresholds (1) Thresholds (1) Thresholds (1) Thresholds (1) Thresholds (1) Thresholds (1) Thresholds (1) Thresholds (1) Thresholds (1) 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 1 0.46 1,4]4 0.46 1,4]4 0.46 2,029 0.4] 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 3,1]5 0.98 3,1]5 0.98 4,2]1 0.99 E 5]6 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 11.00 11.00 11.00 '1000 11.00 '1000 11.00 11.00 11.00 11.00 Note: (1) Ca.not be achieved per Ta bl,] from FDOV, 2013 quoliry/level ofS,,i,, Ho ndbo ok. (2) Based on Class IInon-srate'i finalized roadway (10 pe,cent,ed-im.), one Lane undivt red with no exclusive turn lanes (20 pe,ce-ed-im.). (3)Based on Class II three Lane state'i W armed a,te,i al with excl u'ive,i ght la- (5 percent ncrease) and 1.2 one-way factor. (4) Based on Class IInon -s rate signalized roadway (10 pe,cent,eduction), two-lane diet red with no ercl .sive lanes. (5) Based on Class three i ane rate sial i zed arterial with no exclusive lane'(25 pe,cent,educ0on) and 1.2 one way factor. (6) Based on Class 11 non -state signalized readily(10 percentreduc0on),two-I ane undividedwithnoexclu'ivw lanes(25pe,cent,educ0on) and 1.2 one way factor. (]) Based on C ass IInon-'rate signalized road way (10 percen[reduc0on), one lane undivided wi th no exclusive turn lanes (20 percent reduction) and 1.2 one way factor. (8) Based on Class 11 four -Iane'rate siwalimcl arterial with no exclusive la -(25 pe,ce-educ0on) and 1.2 one-wayfacto,. (9) Based on Class a,,ratesignalized roadway (10 percent reduction), one lane undivided with exclusive left turn lanes. (10) Based on Class II non -state signa li zed roadway (10 percent reduction), twoa ane undivided with no excl u'ivel ane' (25 pe,cem,eduction). (11) Based on Cl ass IInon-'rate'i gna lined roadway (10 percent reduction), two ane undivi id with an excl .sive left -turn ane (5 percent reduc i on). (12) Based on O a, I I four-Ia ne'ta to'ignalized arterial W it, exclusive right la- (5 percent i ncrease) and 1.2 one-way factor. (13) Based on Oass IInon-'rate signa lined roadway (10 percent reduce on), threeslane undivided W it, a 1.2 one-way factor. (14) Based on Exhibit 13-10 of the Highway Copoary Manual 2010, twoa ane ramp with a 25 mph ramp speed. (15) Based on Exhibit 13-10 ofthe Highway Copoary Manual 2010, one lam, ramp with a 25 mph ramp speed. K \,T� TPTo\oo36t5000-w-rfr- snP\wPA\aeporc\Miam i weer wPn. do,, Page - 9 May 2015 SW 8th Street between SW 3rd Avenue and SW 2nd Avenue �s� SW 8th Street between SW 2nd Avenue and SW 1st Avenue (5 SW 4th Avenue between SW 9th Street and SW 8th Street (` betweSW 4th ASWven8tueh en Street and SW 7th Street(8) SW 4th Avenue between SW][h Street and SW 6th Street �c) SW 4th Avenue be twee. SW 7th Street and SW 6th Street (yyi[h lmprovemen[)I"� SW 4th Avenue between SW 6th Street and 5th StreetR� SW 4th Avenue between SW 5th Street and SW 4th StreetR� SW 3rd Avenue between SW 8th Street and SW 7th Street�s� SW 3rd Avenue between SW 7th Street and SW 6th Street (c) 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,]60 0.96 2,]22 0.98 540 0.94 540 0.94 6]5 0.94 810 0.94 E 3,0]2 1.00 3,0]2 1.00 864 1.00 4,104 1.00 1,836 1.00 2,]65 1.00 5]6 1.00 5]6 1.00 ]20 1.00 864 1.00 F '1.00 '1.00 1 '1.00 I '1.00 '1.00 1 '1.00 I 1 '1.00 I I '1.00 I '1.00 '1.00 Note: (1) Ca.not be achieved per Ta bl,] from FDOV, 2013 quoliry/level ofS,,i,, Ho ndbo ok. (2) Based on Class IInon-srate'i finalized roadway (10 pe,cent,ed-im.), one Lane undivt red with no exclusive turn lanes (20 pe,ce-ed-im.). (3)Based on Class II three Lane state'i W armed a,te,i al with excl u'ive,i ght la- (5 percent ncrease) and 1.2 one-way factor. (4) Based on Class IInon -s rate signalized roadway (10 pe,cent,eduction), two-lane diet red with no ercl .sive lanes. (5) Based on Class three i ane rate sial i zed arterial with no exclusive lane'(25 pe,cent,educ0on) and 1.2 one way factor. (6) Based on Class 11 non -state signalized readily(10 percentreduc0on),two-I ane undividedwithnoexclu'ivw lanes(25pe,cent,educ0on) and 1.2 one way factor. (]) Based on C ass IInon-'rate signalized road way (10 percen[reduc0on), one lane undivided wi th no exclusive turn lanes (20 percent reduction) and 1.2 one way factor. (8) Based on Class 11 four -Iane'rate siwalimcl arterial with no exclusive la -(25 pe,ce-educ0on) and 1.2 one-wayfacto,. (9) Based on Class a,,ratesignalized roadway (10 percent reduction), one lane undivided with exclusive left turn lanes. (10) Based on Class II non -state signa li zed roadway (10 percent reduction), twoa ane undivided with no excl u'ivel ane' (25 pe,cem,eduction). (11) Based on Cl ass IInon-'rate'i gna lined roadway (10 percent reduction), two ane undivi id with an excl .sive left -turn ane (5 percent reduc i on). (12) Based on O a, I I four-Ia ne'ta to'ignalized arterial W it, exclusive right la- (5 percent i ncrease) and 1.2 one-way factor. (13) Based on Oass IInon-'rate signa lined roadway (10 percent reduce on), threeslane undivided W it, a 1.2 one-way factor. (14) Based on Exhibit 13-10 of the Highway Copoary Manual 2010, twoa ane ramp with a 25 mph ramp speed. (15) Based on Exhibit 13-10 ofthe Highway Copoary Manual 2010, one lam, ramp with a 25 mph ramp speed. K \,T� TPTo\oo36t5000-w-rfr- snP\wPA\aeporc\Miam i weer wPn. do,, Page - 9 May 2015 SW 3rd Avenue between SW ][h Street and SW fit Street (Wit h lm prove m en[)(') SW 3rd Avenue between SW 6th Street and SW 5th Street(2 SW 2nd Avenue between SW 9th Street and SW 8th Street (N,(.) SW 2nd Avenue between SW 9th Street and SW 8th Street(SB)(2) SW 2nd Avenue between SW 8th Street and SW ]th Street (NB) SW 2nd Avenue between SW 8th S[ree[ and SW ]th Street (SB)('a) SW 2nd Avenue North of SW ]th Street°) SBI-950ff-Ramp a[SW 7th Street1°) NBI-950.-Ramp(W es[) at SW 8th Street') NBI-950.-Ramp(Eas[) 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 266 0.46 266 0.46 624 0.43 266 0.46 624 0.43 493 I 0.43 657 0.43 - - - - - - D 540 0.94 540 0.94 1,394 0.96 540 0.94 1,394 0.96 1,100 0.96 1,46] 0.96 - - - - - - E 5]6 1.00 576 1.00 1,454 1.00 576 1.00 1,454 1.00 1,148 1.00 1,530 1.00 3,800 1.00 1,900 1.00 1,900 1.00 F '1.00 '1.00 1 '1.00 I '1.00 '1.00 '1.00 I '1.00 I '1.00 I '1.00 '1.00 Note: (1) Ca.not be achieved per Ta bl,] from FDOV, 2013 quoliry/level ofS,,i,, Ho ndbo ok. (2) Based on Class IInon-srate'i finalized roadway (10 pe,cent,ed-im.), one Lane undivt red with no exclusive turn lanes (20 pe,ce-ed-im.). (3)Based on Class II three Lane state'i W armed a,te,i al with excl u'ive,i ght la- (5 percent ncrease) and 1.2 one-way factor. (4) Based on Class IInon -s rate signalized roadway (10 pe,cent,eduction), two-lane diet red with no ercl .sive lanes. (5) Based on Class three i ane rate sial i zed arterial with no exclusive lane'(25 pe,cent,educ0on) and 1.2 one way factor. (6) Based on Class 11 non -state signalized readily(10 percentreduc0on),two-I ane undividedwithnoexclu'ivw lanes(25pe,cent,educ0on) and 1.2 one way factor. (]) Based on C ass IInon-'rate signalized road way (10 percen[reduc0on), one lane undivided wi th no exclusive turn lanes (20 percent reduction) and 1.2 one way factor. (8) Based on Class 11 four -Iane'rate siwalimcl arterial with no exclusive la -(25 pe,ce-educ0on) and 1.2 one-wayfacto,. (9) Based on Class a,,ratesignalized roadway (10 percent reduction), one lane undivided with exclusive left turn lanes. (10) Based on Class II non -state signa li zed roadway (10 percent reduction), twoa ane undivided with no excl u'ivel ane' (25 pe,cem,eduction). (11) Based on Cl ass IInon-'rate'i gna lined roadway (10 percent reduction), two ane undivi id with an excl .sive left -turn ane (5 percent reduc i on). (12) Based on O a, I I four-Ia ne'ta to'ignalized arterial W it, exclusive right la- (5 percent i ncrease) and 1.2 one-way factor. (13) Based on Oass IInon-'rate signa lined roadway (10 percent reduce on), threeslane undivided W it, a 1.2 one-way factor. (14) Based on Exhibit 13-10 of the Highway Copoary Manual 2010, twoa ane ramp with a 25 mph ramp speed. (15) Based on Exhibit 13-10 ofthe Highway Copoary Manual 2010, one lam, ramp with a 25 mph ramp speed. K \,T� TPTo\oo36t5000-w-rfr- snP\wPA\aeporc\Miam i weer wPn. do,, 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 (LUQ 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:\FTL_TPTO\043615000-Riverfront SAP\LUPA\Report\Miami River LUPA.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. Forthe 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:\FTL_TPTO\043615000-Riverfront SAP\LUPA\Report\Miami River LUPA.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) Existing Vehicle -Trips 5,859 4,744 1,115 (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) Proposed Vehicle -Trips 6,080 4,604 1,476 (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) Net New Vehicle Trips 221 -140 361 (-576) (161) (-737) Net New Person -Trips 309 -196 505 (-807) (225) (-1,032) K:\FTL_TPTO\043615000-Riverfront SAP\LUPA\Report\Miami River LUPA.docx Page - 12 May 2015 Kimley�))Horn 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:\FTL_TPTO\043615000-Riverfront SAP\LUPA\Report\Miami River LUPA.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 LUPA.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 SW 5th Avenue 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 5th Avenue SW 4th Avenue WB 788 1.32% 798 SW 4th Avenue SW 3rd Avenue WB 1,009 1.32% 1,022 SW 7th Street SW 3rd Avenue SW 2nd Avenue WB 1,253 1.32% 1,270 SW 2nd Avenue SW 1st Avenue WB 1,300 1.32% 1,317 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 8th Street 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 SW 9th Street SW 8th Street SB 554 1.32% 561 SW4th Avenue 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 9th Street SW 8th Street NB 707 1.32% 716 SB 524 1.32% 531 SW 2nd Avenue 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 SB 1-95 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 NBI-950n-Ramp(East) 1-95 Mainline SW 8th Street NB 539 1.32% 546 K:\FTL_TPTO\043615000-Riverfront SAP\LUPA\Report\Miami River LU PA.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 4t" Avenue K:\FTL_TPTO\043615000-Riverfront SAP\LUPA\Report\Miami River LUPA.docx Page - 16 May 2015 Peak Hour Peak Hour Headways Buses per Capacity Directional Peak Hour Transit Route Information Direction A.M. Hour Per Person -Trip Directional of Travel (P.M.) A.M. (P.M.) Vehicle Capacity Route Ridership in minutes (riders) A.M. (P.M.) A.M. (P.M.) 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) a 3 60 1 68 9 riders r FRoute48 Southbound 68 a (60) (1) (68) (3 riders) 15 4 272 33 riders "a Route 207 Southbound 68 (15) (4) (272) (65 riders) 15 4 272 18 riders Route 208 Southbound 68 (15) (4) (272) (44 riders) Q 8 7 476 117 riders Route B Southbound 68 m (15) (4) (272) (31 riders) 2.4 25 1,875 1080 riders Northbound 75 3 (2.4) (25) (1,875) (948 riders) Metromover Southbound 3.2 18 75 1,350 516 riders W a (2.9) (20) (1,500) (1044 riders) 9 ii 4.8 12 6,048 2880 riders � Northbound 504 Metrorail (4.6) (13) (6,552) (2480 riders) 5.0 12 6,048 2992 riders Southbound 504 (4.7) (12) (6,048) (4356 riders) 37 7,923 3960 riders Northbound - - (38) (8,427) (3428 riders) Total 56 9,166 3804 riders Southbound (55) (9,112) (5646 riders) K:\FTL_TPTO\043615000-Riverfront SAP\LUPA\Report\Miami River LUPA.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 St" Street and SW 6t" Street Table 7: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on SW 7t" Street Peak Hour Peak Hour Peak Hour Peak Hour Headways Buses per Headways Buses per Capacity Directional Peak Hour Transit Route Information Direction A.M. Hour Per Person -Trip Directional A.M. Hour of Travel (P.M.) A.M. (P.M.) Vehicle Capacity Route Ridership A.M. (P.M.) Vehicle Capacity Route Ridership (riders) A.M. (P.M.) (riders) A.M. (P.M.) in minutes in minutes A.M.(P.M.) A.M.(P.M.) 10 6 10 408125 riders 408 84 riders Eastbound Route 8 Westbound 68 68 Route 8 v (10) (6) (10) (4 8) (75 riders) (408) 10 6 408 84 riders .r v Qj 272 32 riders FWev Westbound Route 207 Westbound 68 68 of N (10) (6) (15) (408) (108 riders) � (80 riders) H 15 4 272 32 riders 680 Route 207 Westbound Total Westbound 68 - H (15) (4) (272) (80 riders) v (188 riders) 15 4 272 72 riders v Route 208 Eastbound 68 H (15) (4) (272) (40 riders) L iLin 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 7t" Street K:\FTL_TPTO\043615000-Riverfront SAP\LUPA\Report\Miami River LUPA.docx Page - 17 May 2015 Peak Hour Peak Hour Headways Buses per Capacity Directional Peak Hour Direction Per Directional Transit Route Information A.M. Hour Person -Trip of Travel (P.M.) A.M. (P.M.) Vehicle Capacity Route Ridership (riders) A.M. (P.M.) in minutes A.M.(P.M.) 10 6 408 84 riders .., Route 8 Westbound 68 v (10) (6) (408) (108 riders) H 15 4 272 32 riders L Route 207 Westbound 68 N (15) (4) (272) (80 riders) H 10 680 116 riders Total Westbound - - (10) (680) (188 riders) K:\FTL_TPTO\043615000-Riverfront SAP\LUPA\Report\Miami River LUPA.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 8t" Street 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:\FTL_TPTO\043615000-Riverfront SAP\LUPA\Report\Miami River LUPA.docx Page - 18 May 2015 Peak Hour Peak Hour Headways Buses per Capacity Directional Peak Hour Direction Per Directional Transit Route Information A.M. Hour Person -Trip of Travel (P.M.) A.M. (P.M.) Vehicle Capacity Route Ridership (riders) A.M. (P.M.) in minutes A.M. (P.M.) 10 6 408 125 riders f, Route 8 Eastbound 68 v (10) (6) (408) (75 riders) H 15 4 272 72 riders s Route 208 Eastbound68 00 (15) (4) (272) (40 riders) H 10 680 197 riders Total Eastbound - - (10) (680) (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:\FTL_TPTO\043615000-Riverfront SAP\LUPA\Report\Miami River LUPA.docx Page - 18 May 2015 Kimley )) Horn Comprehensive Plan Amendment Traffic Impact Analysis Table 9: Existing A.M. Peak Hour Roadway Capacity (1) Volumes (vehicles)—re cc averted to perso n -t rips using 1.4 person/vehicle o cc up ancy per City of Miami standards. (2) Based o on FOOT 2013 QualitVLevel of Service Handbook (3) Analyzed as vehicle trips, asunder FDOT jurisdictio n. K \FT� TPTO\o43si5000-wverfro�I snP\wPn\aeporc\Miam, weer wPn.do,, Page - 19 May 2015 Adopted 2015A.M. PeakSeason Raw Conversion Standard Volumes Factor '15PeakSeasol A.M. Roadway Volumes Perso - TripsW A.M.Peak A.M. Peak Hour Transit Hour Total Ridership Volume (V) Person -Trips Person -Trips , irectional Peak Hour (2) Pers n- TripsW A.M. Peak A.M. Petaak, A.M.'Pe k. HourTransit HourTo Ho r xc:s apacity Capacity(C) Capacity Person -Trips Person -Trips Person -Trips MM SW 5th Street SW 7th Street SW 8th Street SW 4th Avenue SW 3 rd Avenue (1) Volumes (vehicles)—re cc averted to perso n -t rips using 1.4 person/vehicle o cc up ancy per City of Miami standards. (2) Based o on FOOT 2013 QualitVLevel of Service Handbook (3) Analyzed as vehicle trips, asunder FDOT jurisdictio n. K \FT� TPTO\o43si5000-wverfro�I snP\wPn\aeporc\Miam, weer wPn.do,, Page - 19 May 2015 Kimley>Morn 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:\FTL_TPTO\043615000-Riverfront SAP\LUPA\Report\Miami River LUPA.docx Page - 20 May 2015 Nmley)%Horn Comprehensive Plan Amendment Traffic Impact Analysls Table 10: Short-term (Year 2020) A.M. Peak Hour Roadway Capacity �,��o�m��P�,��w��opPe e toPers°�td��=�p9,ap�o�,ped��eo«�pap�peF3�tio,M�am�=�pda,� «� ea=edoopFooTeoDo�a��,�e�o,3em��e�apddook �a) nmainw as Penmieo-ips,as wd__T""d _'. K \FT� TPTo\oo3si5000-w Verfro�t snP\wPA\aeporc\Miam i weer wPA do,, Page - 21 May 2015 ®a®® ®®®®®®®®®®® ®tea ®a®® ®®®®®®®®®® ®tea ®a®® ®®®®®®®®®® ®tea ®a® ®®®®®®®®®® ®tea ®a®® ®®®®®®®®® ®tea ®a ® ®®®®®®®® ®tea ®a ®®®a® ®®tea ®a ®®®a® ®tea ®a ®®®a® ®moo ®a® ®®®®®®® ®tea ®a® ®®®®®®® ®tea ®a®® ®®®®®®®® ® ®tea ®a® ®®®®®®®® ® ®tea ®a®® ®®®®®®®® ® ®tea ®a® ®®®®®®® ® ®tea ®a®® ®®®®®®® ® ®tea ®a®® ®®®®®®® ®tea ®a® ®®®®®®®® ® ®tea ®a® ®®®®®® ® ®tea ®a® ®®®®®®®® ®tea ®a ®®®®®®® ®tea �,��o�m��P�,��w��opPe e toPers°�td��=�p9,ap�o�,ped��eo«�pap�peF3�tio,M�am�=�pda,� «� ea=edoopFooTeoDo�a��,�e�o,3em��e�apddook �a) nmainw as Penmieo-ips,as wd__T""d _'. K \FT� TPTo\oo3si5000-w Verfro�t snP\wPA\aeporc\Miam i weer wPA do,, 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 E� Isl ENNEN K \F—PTO\043615000 R—f—I SAP\LUPA\R.po,I\M,— weer LUPA do,, 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:\FTL_TPTO\043615000-Riverfront SAP\LUPA\Report\Miami River LUPA.docx Page - 23 May 2015 Comprehensive Plan Amendment Traffic Impact Analysis Table 12: Long-term (Year 2030) A.M. Peak Hour Roadway Capacity K \F—PT0\043615000-w1e1fr-I snP\wPn\aeporc\M, weer wPn. do,, Page -24 May 2015 North 2 =CiticT-ript;,, ME= 'MEE ®a®® ®®®®®®®®® ®tea ®a®® ®®®®®®®®®®® ®tea ®a®® ®®®®®®®®®®® ®tea ®a® ®®®®®®®®®® ®tea ®a® ®®®®®®®® ®tea ®a ®®®®®®®®® ®moo ®a ®®®a® ®moo ®a ®®®a®® ®moo ®a® ®®®®®®® ®tea ®a®® ®®®®®®®® ®® ®tea ®a® ®®®®®®® ® ®tea ®a® ®®®®®®®® ® ®tea ®a®® ®®®®®®® ® ®tea ®a® ®®®®®®®® ® ®tea ®a®® ®®®®®®® ® ®moo ®a® ®®®®®® ® ®tea ®a® ®®®®®® ® ®tea ®a ®®®®®® ®tea K \F—PT0\043615000-w1e1fr-I snP\wPn\aeporc\M, weer wPn. do,, Page -24 May 2015 Kimley)OHorn Comprehensive Plan Amendment Traffic ImpaetAnalysis Table 13: Long-term (Year 2030) with Amendment Traffic A.M. Peak Hour Roadway Capacity ®gym®®�!! �s�s ®® K \F—PT0\043615000 R11.1fl-I SAP\LUPA\R.po,I\M, weer LUPA do,, 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 3rd 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:\FTL_TPTO\043615000-Riverfront SAP\LUPA\Report\Miami River LUPA.docx Page - 26 May 2015 Appendix A: Traffic Count Data Legend — Study Roadway Study Intersection XX A.M. Peak Hour Traffic c y > NQ a NOT TO SCALE fA Kimley i>> Horn �,© 2015 Existing A.M. Peak Hour Traffic Comprehensive Plan Amendment City of Miami, Florida L66 Lo 4 9 4-1 4.111 1 `► r' SW 5th Street «1 j 4 r o 43J hit' 9J hit' 16-0 m 4 H N m v 49 23 31 Kimley i>> Horn �,© 2015 Existing A.M. Peak Hour Traffic Comprehensive Plan Amendment City of Miami, Florida L 60 81 L o 31 SW 6th Street 4— 10 c 18J Q sJ �1 t � Q 22 y 10-4 m °' c 59 �m � N O10, N b 1 L 102 L 247 m 4- 920 m N 4- 961 424 s02 SW 7th Street r 297 «� j r 118 hi hi To1-95NB R—p (E) To 1-95NB Ramp (E) l�► 14 14 1,705 y 2,336 y .:. 48 J 1 SW 8th Street 274 87 1,356 2 2,050 y N 1,685 y m m Q� 240 239 0 y W Q > Q O Q > U U N U) N Kimley i>> Horn �,© 2015 Existing A.M. Peak Hour Traffic Comprehensive Plan Amendment City of Miami, Florida 2013 PEAK SEASON FACTOR CATEGORY REPORT - REPORT TYPE: ALL CATEGORY: 8701 MIAMI-DADE SOUTH 06/09/2013 - 06/15/2013 1.01 1.02 25 06/16/2013 MOCF: 0.99 WEEK DATES SF PSCF -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- 1 01/01/2013 - 01/05/2013 0.99 1.00 2 01/06/2013 - 01/12/2013 1.00 1.01 3 01/13/2013 - 01/19/2013 1.02 1.03 4 01/20/2013 - 01/26/2013 1.01 1.02 5 01/27/2013 - 02/02/2013 1.00 1.01 * 6 02/03/2013 - 02/09/2013 0.99 1.00 * 7 02/10/2013 - 02/16/2013 0.99 1.00 * 8 02/17/2013 - 02/23/2013 0.98 0.99 * 9 02/24/2013 - 03/02/2013 0.98 0.99 *10 03/03/2013 - 03/09/2013 0.99 1.00 *11 03/10/2013 - 03/16/2013 0.99 1.00 *12 03/17/2013 - 03/23/2013 0.99 1.00 *13 03/24/2013 - 03/30/2013 0.99 1.00 *14 03/31/2013 - 04/06/2013 0.99 1.00 *15 04/07/2013 - 04/13/2013 0.99 1.00 *16 04/14/2013 - 04/20/2013 0.99 1.00 *17 04/21/2013 - 04/27/2013 1.00 1.01 *18 04/28/2013 - 05/04/2013 1.00 1.01 19 05/05/2013 - 05/11/2013 1.01 1.02 20 05/12/2013 - 05/18/2013 1.01 1.02 21 05/19/2013 - 05/25/2013 1.01 1.02 G3 UO/UG/GU13 - UO/UO/GU13 1.U1 1.UG 24 06/09/2013 - 06/15/2013 1.01 1.02 25 06/16/2013 - 06/22/2013 1.01 1.02 26 06/23/2013 - 06/29/2013 1.02 1.03 27 06/30/2013 - 07/06/2013 1.03 1.04 28 07/07/2013 - 07/13/2013 1.04 1.05 29 07/14/2013 - 07/20/2013 1.04 1.05 30 07/21/2013 - 07/27/2013 1.04 1.05 31 07/28/2013 - 08/03/2013 1.03 1.04 32 08/04/2013 - 08/10/2013 1.02 1.03 33 08/11/2013 - 08/17/2013 1.01 1.02 34 08/18/2013 - 08/24/2013 1.00 1.01 35 08/25/2013 - 08/31/2013 1.01 1.02 36 09/01/2013 - 09/07/2013 1.01 1.02 37 09/08/2013 - 09/14/2013 1.01 1.02 38 09/15/2013 - 09/21/2013 1.01 1.02 39 09/22/2013 - 09/28/2013 1.01 1.02 40 09/29/2013 - 10/05/2013 1.00 1.01 41 10/06/2013 - 10/12/2013 1.00 1.01 42 10/13/2013 - 10/19/2013 0.99 1.00 43 10/20/2013 - 10/26/2013 0.99 1.00 44 10/27/2013 - 11/02/2013 1.00 1.01 45 11/03/2013 - 11/09/2013 1.00 1.01 46 11/10/2013 - 11/16/2013 1.00 1.01 47 11/17/2013 - 11/23/2013 1.00 1.01 48 11/24/2013 - 11/30/2013 1.00 1.01 49 12/01/2013 - 12/07/2013 0.99 1.00 50 12/08/2013 - 12/14/2013 0.99 1.00 51 12/15/2013 - 12/21/2013 0.99 1.00 52 12/22/2013 - 12/28/2013 1.00 1.01 53 12/29/2013 - 12/31/2013 1.02 1.03 * PEAK SEASON 18 -FEB -2014 08:46:31 830UPD 6 8701 PKSEASON.TXT Traffic Survey Specialists, Inc SW 5TH STREET & SW 4TH AVENUE 624 Gardenia Terrace Site Code : 00140109 MIAMI, FLORIDA Delray Beach, Florida 33444 Start Date: 05/28/14 COUNTED BY: JUAN RAMIREZ Phone (561) 272-3255 File I.D. 5STR_4AV NOT SIGNALIZED Page 1 ALL VEHICLES ------------------------------------------------------------------------------------------------------------------------------------- SW 4TH AVENUE ISW 5TH STREET ISW 4TH AVENUE JSW 5TH STREET From North iFrom East IFrom 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 --------------------------------- ---------- — 07:30 5 53 0 1 7 2 0 1 1 15 0 1 9 5 0 9 109 07:45 3 57 0 2 16 3 0 1 0 12 0 0 9 5 0 10 118 08:00 7 75 0 7 18 1 0 2 0 22 0 4 12 2 0 10 160 08.15 8 75 0 6 15 3 0 2 4 19 0 12 11 3 0 17 175 Hr Total 23 260 0 16 56 9 0 6 5 68 0 17 41 15 0 46 562 08:30 12 50 1 6 16 2 0 2 0 15 0 2 16 6 0 5 133 08:45 1 44 0 2 6 2 0 1 1 14 0 1 7 2 0 5 86 09:00 2 35 0 5 9 1 0 2 0 11 0 l 10 3 0 6 85 09:15 2 23 0 3 5 4 0 0 0 4 0 1 9 2 0 1 54 Hr Total 17 152 1 16 36 9 0 5 1 44 0 5 42 13 0 17 358 -- — — ---- * 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 7 38 0 8 15 6 0 1 2 17 0 0 6 8 0 3 111 16:15 9 25 0 12 16 7 0 3 1 16 0 1 7 5 0 4 106 Hr Total 16 63 0 20 31 13 0 4 3 33 0 1 13 13 0 7 217 16:30 15 28 0 15 22 9 0 5 0 17 0 2 8 4 0 4 129 16:45 7 29 0 10 16 7 0 1 0 17 0 1 13 5 0 6 112 17:00 13 34 2 11 21 7 1 4 4 15 0 2 10 7 0 6 137 17:15 9 39 0 14 16 1 0 5 0 21 0 5 10 9 0 7 136 Hr Total 44 130 2 50 75 24 1 15 4 70 0 10 41 25 0 23 514 17:30 6 45 0 11 19 4 0 5 5 23 0 1 8 6 0 4 137 17:45 5 52 0 22 23 9 0 7 3 27 0 1 6 7 0 10 172 Hr Total 11 97 0 33 42 13 0 12 8 50 0 2 14 13 0 14 309 ------------------------------------------------------------------------------------------------------------------------------------ *TOTAL* 111 702 3 135 1 240 68 1 42 1 21 265 0 35 1 151 79 0 107 1 1960 Traffic Survey Specialists, Inc SW 5TH STREET & SW 4TH AVENUE 624 Gardenia Terrace Site Code : 00140109 MIAMI, FLORIDA Delray Beach, Florida 33444 Start Date: 05/28/14 COUNTED BY: JUAN RAMIREZ Phone (561) 272-3255 File I.D. 5STR_4AV NOT SIGNALIZED Page 2 ALL VEHICLES ------------------------------------------------------------------------------------------------------------------------------------- SW 4TH AVENUE ISW STH STREET ISW 4TH 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 --------------- 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 I 4 68 0 18 48 16 0 42 I Percent 10% 83% 096 7% 80% 1196 0% 9% I 4% 7696 0% 20% 45% 15% 0% 40% I Pk total 309 81 1 90 106 Highest 08:00 08:00 I 08:15 08:15 Volume 7 75 0 7 18 1 0 2 I 4 19 0 12 11 3 0 17 Hi total 89 21 1 35 31 PHF .87 .96 1 .64 .85 1 SW 4TH AVENUE 11 SW 5TH STREET 18 9 57 30 • 42 42 16 • 48 16 30 257 22 42 68 65 ----30I 2571 ----22 _--175 309 65 ALL VEHICLES 81 9 163 123 7 106 Intersection Total 586 42 SW 5TH STREET 402 r- 90 A• 18 68I• 257 48 312 18 SW 4TH AVENUE 68 65 I 7 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 Site Code : 00140109 Start Date: 05/28/14 File I.D. SSTR 4AV Page 3 SW 5TH STREET 33 • 170 60 27 86 79 33 170 60 192 263 455 9 21 63 33 27 27 153 • 29 29 90 34 34 ALL VEHICLES Intersection Total 582 333 22 9 170 34 226 9 SW 4TH AVENUE 79 122 21 223 22 101 SW 5TH STREET 107 - 86 86 12 12 79 21 22 60 29 12 ALL VEHICLES ------------------------------------------------------------------------------------------------------------------------------------- SW 4TH AVENUE ISW 5TH STREET ISW 4TH AVENUE ISW 5TH STREET I From North (From East (From South IFrom West I Right Thru UTurn Left I I Right Thru UTurn I Left I Right Thru UTurn Left I 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 I 17:00 I 17:00 I 17:00 I Volume 33 170 2 58 I 79 21 1 21 I 12 86 0 9 I 34 29 0 27 I Percent 13% 65% 1% 22% I 65% 17% 1% 17% I 11% 8096 0% 8% I 38% 32% 0% 30% I Pk total 263 122 107 90 Highest 17:45 17:45 1 17:45 17:15 Volume 5 52 0 22 I 23 9 0 7 I 3 27 0 1 10 9. 0 7 Hi total 79 1 39 1 31 26 PHF .83 1 .78 1 .86 .87 1 SW 4TH AVENUE11 SW 5TH STREET 33 • 170 60 27 86 79 33 170 60 192 263 455 9 21 63 33 27 27 153 • 29 29 90 34 34 ALL VEHICLES Intersection Total 582 333 22 9 170 34 226 9 SW 4TH AVENUE 79 122 21 223 22 101 SW 5TH STREET 107 - 86 86 12 12 79 21 22 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 Site Code : 00140109 Start Date: 05/28/14 File I.D. SSTR 4AV Page 1 PEDESTRIANS ------------------------------------------------------------------------------------------------------------------------------------- SW 4TH AVENUE ISW 5TH STREET ISW 4TH AVENUE ISW 5TH STREET From North IFrom East IFrom South (From West Peds Right Thru Left I Peds Right Thru Left I Peds Right Thru Left I Peds Right Thru Left I Total Date 05/28/14 ------------------------------------------- -- 07:30 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 2 07:45 1 0 0 0 1 0 0 0 2 0 0 0 2 0 0 0 6 08:00 0 0 0 0 3 0 0 0 0 0 0 0 7 0 0 0 10 08.15 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 2 Hr Total 1 0 0 0 6 0 0 0 2 0 0 0 11 0 0 0 20 08:30 0 0 0 0 3 0 0 0 2 0 0 0 0 0 0 0 5 0845 1 0 0 0 2 0 0 0 0 0 0 0 5 0 0 0 8 09:00 0 0 0 0 2 0 0 0 0 0 0 0 2 0 0 0 4 09:15 0 0 0 0 2 0 0 0 0 0 0 0 1 0 0 0 3 Hr Total 1 0 0 0 9 0 0 0 2 0 0 0 8 0 0 0 20 ---------- * 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 1 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 3 16:15 0 0 0 0 1 0 0 0 1 0 0 0 3 0 0 0 5 Hr Total 1 0 0 0 2 0 0 0 1 0 0 0 4 0 0 0 8 16:30 0 0 0 0 1 0 0 0 1 0 0 0 6 0 0 0 8 16:45 0 0 0 0 2 0 0 0 0 0 0 0 2 0 0 0 4 17:00 1 0 0 0 3 0 0 0 1 0 0 0 7 0 0 0 12 17:15 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 3 Hr Total 1 0 0 0 6 0 0 0 2 0 0 0 18 0 0 0 27 17:30 0 0 0 0 2 0 0 0 0 0 0 0 1 0 0 0 3 17:45 1 0 0 0 1 0 0 0 1 0 0 0 8 0 0 0 11 Hr Total 1 0 0 0 3 0 0 0 1 0 0 0 9 0 0 0 14 ------------------------------------------------------------------------------------------------------------------------------------ *TOTAL* 5 0 0 0 1 26 0 0 0 1 8 0 0 0 I 50 0 0 0 1 89 3 LV, I 6w 5Sf `^ J�4 t:: � - vi i �F1.O(kdCl, Mai 21 (lo 14 df-&Ujv� 6�11 Luic"9JOAL-vic) AoTslynal,-2-ed Traffic Survey Specialists, Inc. SW 5TH STREET & SW 3RD AVENUE 624 Gardenia Terrace Site Code : 00140109 MIAMI, FLORIDA Delray Beach, Florida 33444 Start Date: 05/28/14 COUNTED BY: MARISA CRUZ Phone (561) 272-3255 File I.D. 5STR_3AV NOT SIGNALIZED Page 1 ---------- * BREAK *----------------------------------------------------------- —--------------------------------------------- — ---- 15:30 0 0 0 0 0 0 ALL VEHICLES 0 0 0 0 0 0 0 0 ------------------------------------------------------------------------------------------------------------------------------------- SW 3RD AVENUE 15:45 0 ISW STH STREET 0 0 ISW 3RD AVENUE 0 0 ISW 5TH STREET 0 I 0 From North 0 0 (From East 2 4 (From South 2 1 (From West 0 I I 1 Right Thru UTurn Left I I Right Thru UTurn Left I I Right Thru UTurn Left I Right Thru UTurn Left I Total Date 05/28/14 8 ------------------ 25 3 0 0 ------ 57 Hr Total - 10 0 2 1 3 0 07:30 3 2 0 0 0 0 0 0 0 2 0 5 1 0 0 1 14 07:45 4 0 0 0 0 0 0 0 0 2 0 17 1 0 0 5 29 08:00 0 2 0 0 0 0 0 0 4 2 0 17 9 1 0 0 35 08:15 1 1 0 0 0 0 0 0 4 3 0 22 5 2 0 2 40 Hr Total 8 5 0 0 0 0 0 0 8 9 0 61 16 3 0 8 118 08:30 2 0 0 0 0 1 0 0 1 5 0 13 8 1 1 1 33 08:45 0 2 0 0 0 0 0 0 1 3 0 9 2 0 0 3 20 09:00 0 1 0 0 1 0 0 0 1 3 1 5 3 0 0 4 19 09:15 4 2 0 0 0 0 0 0 1 3 1 7 1 0 0 4 23 Hr Total 6 5 0 0 1 1 0 0 4 14 2 34 14 1 1 12 95 ---------- * 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 2 4 0 2 1 2 0 0 1 4 1 14 4 3 1 7 46 16:15 2 6 0 0 0 1 0 4 4 8 0 25 3 0 0 4 57 Hr Total 4 10 0 2 1 3 0 4 5 12 1 39 7 3 1 11 103 16:30 5 2 0 0 0 0 0 0 1 3 0 28 6 0 0 9 54 16:45 5 6 0 0 0 2 0 0 1 10 0 15 1 0 0 9 49 17:00 6 8 0 0 0 0 0 1 1 6 0 15 10 0 0 5 52 17:15 4 5 0 0 0 1 0 0 0 6 0 16 4 0 1 10 47 Hr Total 20 21 0 0 0 3 0 1 3 25 0 74 21 0 1 33 202 17:30 9 8 0 0 0 0 0 0 1 9 0 18 7 0 0 11 63 17:45 9 7 0 0 0 3 0 1 1 17 0 19 11 1 0 15 84 Hr Total 18 15 0 0 0 3 0 1 2 26 0 37 18 1 0 26 147 ------------------------------------------------------------------------------------------------------------------------------------ *TOTAL* 56 56 0 2 I 2 10 0 6 I 22 86 3 245 I 76 8 3 90 I 665 Traffic Survey Specialists, Inc SW 5TH STREET & SW 3RD AVENUE 624 Gardenia Terrace Site Code : 00140109 MIAMI, FLORIDA Delray Beach, Florida 33444 Start Date: 05/28/14 COUNTED BY: MARISA CRUZ Phone (561) 272-3255 File I.D. 5STR-3AV NOT SIGNALIZED Page 2 ALL VEHICLES ------------------------------------------------------------------------------------------------------------------------------------- SW 3RD AVENUE ISW 5TH STREET ISW 3RD AVENUE ISW 5TH STREET From North IFrom East IFrom 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 Volume 7 3 0 0 0 1 0 0 1 9 12 0 69 23 4 1 8 Percent 70% 30% 0% 0% 08 100% 096 0% 1 10% 13% 096 77% 64% 11% 3% 22% Pk total 10 1 1 90 36 1 Highest 07:45 08:30 1 08:15 08:30 1 Volume 4 0 0 0 0 1 0 0 4 3 0 22 8 1 1 1 1 Hi total 4 1 1 29 11 PHF .62 .25 1 .78 .82 SW 5TH STREET 69 1 77 7 • 9 9 4 0 4 3 23 21 23 I SW 3RD AVENUE II 7 3 0 9 12 0 7 3 0 21 10 31 0 ALL VEHICLES 1 1 113 14 0 36 Intersection Total 137 13 SW STH STREET 116 F— 90 0 • 69 • 12 3 23 ------ ------ ------ ----- 26 69 12 SW 3RD AVENUE I 1 II I. 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 Site Code : 00140109 Start Date: 05/28/14 File I.D. SSTR 3AV Page 3 SW STH STREET 28 • 28 • 0 42 68 ALL VEHICLES 0 28 28 0 ------------------------------------------------------------------------------------------------------------------------------------- SW 3RD AVENUE ( 56 ISW 5TH STREET ISW 3RD AVENUE ISW 5TH STREET I From North (From East (From South (From West I I Right Thru UTurn Left I I Right Thru UTurn I Left I Right Thru UTurn Left I I Right Thru UTurn Left I Total Date05/28/14 --------------------------- --------------------------------------------- Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 05/28/14 Peak start 17:00 I 17:00 I 17:00 I 17:00 I Volume 28 28 0 0 I 0 4 0 2 I 3 38 0 68 I 32 1 1 41 I Percent 50% 50% 0% 0% I 0& 67% 0% 33% I 3% 35% 0& 62% I 43% 1% 1% 55% I Pk total 56 1 6 1 109 75 Highest 17:30 I 17:45 I 17:45 I 17:45 Volume 9 8 0 0 I 0 3 0 1 I 1 17 0 19 I 11 1 0 15 Hi total 17 4 1 37 1 27 PHF .82 .38 1 .74 1 .69 1 SW 3RD AVENUE11 SW STH STREET 28 • 28 • 0 42 68 38 0 28 28 0 80 ( 56 ( 136 1 0 68 4 100 28 42 42 175 1 1 75 • 32 32 0 ALL VEHICLES 4 6 4 2 10 2 Intersection Total 0 246 4 1 3 SW 5TH STREET SW 3RD AVENUE 109 38 38 171 2 68 28 32 62 1 68 SW 3RD AVENUE 109 38 38 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 Site Code : 00140109 Start Date: 05/28/14 File I.D. SSTR 3AV Page 1 PEDESTRIANS -------------------------------------------------------------------------------------------------------------------------------------- SW 3RD AVENUE ISW 5TH STREET ISW 3RD AVENUE ISW 5TH STREET From North IFrom East IFrom South IFrom West Peds Right Thru Left I Peds Right Thru Left I Peds Right Thru Left I Peds Right Thru Left I Total Date05/28/14-------------------------------------------------------- — ------------------------------------------------------------- 07:30 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 4 07:45 0 0 0 0 4 0 0 0 0 0 0 0 3 0 0 0 7 08:00 1 0 0 0 2 0 0 0 4 0 0 0 4 0 0 0 11 08:15 0 0 0 0 2 0 0 0 1 0 0 0 4 0 0 0 7 Hr Total 1 0 0 0 8 0 0 0 5 0 0 0 15 0 0 0 29 08:30 0 0 0 0 3 0 0 0 2 0 0 0 6 0 0 0 11 08:45 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 2 09:00 0 0 0 0 2 0 0 0 0 0 0 0 1 0 0 0 3 09:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hr Total 0 0 0 0 5 0 0 0 3 0 0 0 8 0 0 0 16 ---------- * 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 0 0 0 0 3 0 0 0 0 0 0 0 9 0 0 0 12 16:15 1 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 3 Hr Total 1 0 0 0 5 0 0 0 0 0 0 0 9 0 0 0 15 16:30 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 5 16:45 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 4 17:00 2 0 0 0 6 0 0 0 3 0 0 0 2 0 0 0 13 17:15 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 5 Hr Total 2 0 0 0 8 0 0 0 5 0 0 0 12 0 0 0 27 17:30 1 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 6 17:45 1 0 0 0 2 0 0 0 1 0 0 0 2 0 0 0 6 Hr Total 2 0 0 0 2 0 0 0 1 0 0 0 7 0 0 0 12 ------------------------------------------------------------------------------------------------------------------------------------- *TOTAL* 6 0 0 0 1 28 0 0 0 14 0 0 0 1 51 0 0 0 1 99 c ^ V.t L I sw 5 5C sw or to 3 a FLDC� M"2 -S,2 -o(4 dra��n b�: Lu.�s �a(,�tnino AbT ck�,i�n Qli,Z.e-A Traffic Survey Specialists, Inc SW 6TH STREET & SW 4TH AVENUE 624 Gardenia Terrace Site Code : 00140109 MIAMI, FLORIDA Delray Beach, Florida 33444 Start Date: 05/28/14 COUNTED BY: EDIE SAPORITTO Phone (561) 272-3255 File I.D. 6STR_4AV SIGNALIZED Page 1 ALL VEHICLES ------------------------------------------------------------------------------------------------------------------------------------- SW 4TH AVENUE SSW 6TH STREET ISW 4TH AVENUE ISW 6TH STREET From North IFrom East IFrom South IFrom West Right Thru UTurn Left I Right Thru UTurn Left I Right Thru UTurn Left I Right Thru UTurn Left I Total Date05/28/14 --------------------------------------------------------------------------------------------------- 07:30 3 55 0 3 13 17 0 5 0 0 0 0 20 3 0 3 122 07:45 6 63 0 5 9 15 0 4 0 0 0 0 12 6 0 3 123 08:00 13 65 0 5 19 17 0 11 0 0 0 0 15 6 0 4 155 08:15 8 71 0 3 19 20 0 4 0 0 0 0 15 6 0 6 152 Hr Total 30 254 0 16 60 69 0 24 0 0 0 0 62 21 0 16 552 08:30 6 65 0 4 12 27 0 11 0 0 0 0 16 4 0 5 150 08:45 3 46 0 3 13 22 0 10 0 0 0 0 10 6 0 2 115 09:00 4 43 0 2 7 12 0 6 0 0 0 0 12 3 0 4 93 09:15 3 29 0 0 3 18 0 7 0 0 0 0 5 3 0 1 69 Hr Total 16 183 0 9 35 79 0 34 0 0 0 0 43 16 0 12 427 ---------- * 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 5 36 0 5 19 44 0 11 0 0 0 0 12 5 0 1 138 16:15 16 28 0 3 13 61 0 18 0 0 0 0 4 5 0 1 149 Hr Total 21 64 0 8 32 105 0 29 0 0 0 0 16 10 0 2 287 16:30 4 33 0 3 18 55 0 20 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 20 84 0 25 0 0 0 0 3 4 0 2 187 17:15 4 37 0 14 20 73 0 10 0 0 0 0 5 7 0 3 173 Hr Total 24 134 0 32 72 271 0 68 0 0 0 0 22 16 0 11 650 17:30 10 34 0 7 20 57 0 21 0 0 0 0 8 5 0 6 168 17:45 14 49 0 4 32 73 0 20 0 0 0 0 5 17 0 0 214 Hr Total 24 83 0 11 52 130 0 41 0 0 0 0 13 22 0 6 382 ------------------------------------------------------------------------------------------------------------------------------------ *TOTAL* 115 718 0 76 1 251 654 0 196 1 0 0 0 0 1 156 85 0 47 1 2298 Traffic Survey Specialists, Inc. SW 6TH STREET & SW 4TH AVENUE 33 18 624 Gardenia Terrace 18 Site Code : 00140109 MIAMI, FLORIDA 22 58 Delray Beach, Florida 33444 58 Start Date: 05/28/14 COUNTED BY: EDIE SAPORITTO Phone (561) 272-3255 File I.D. 6STR_4AV SIGNALIZED Page 2 ALL VEHICLES -------------------------------------------------------------------------------------------------------------------------------------- SW 4TH AVENUE SSW 6TH STREET ISW 4TH AVENUE ISW 6TH STREET From North IFrom East iFrom South IFrom 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 1 07:45 1 07:45 1 07:45 Volume 33 264 0 17 1 59 79 0 30 1 0 0 0 0 1 58 22 0 18 1 Percent 118 848 08 58 1 358 478 08 188 1 06 08 08 08 1 598 228 08 188 Pk total 314 1 168 1 0 98 Highest 08:00 1 08:30 1 07:30 1 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 1 50 1 0 1 27 PHF .95 1 .84 1 .0 1 .91 SW 4TH AVENUE11 SW 6TH STREET 0 79 112 33 18 18 22 22 58 58 33 • 264 17 18 0 59 33 264 17 77 314 391 210 98 • ALL VEHICLES Intersection Total 580 352 30 0 264 58 352 0 SW 4TH AVENUE 59 168 79 207 30 39 SW 6TH STREET 0 - 0 0 0 0 59 79 30 17 22 0 Traffic Survey Specialists, Inc SW 6TH STREET & SW 4TH AVENUE 33 21 624 Gardenia Terrace 21 Site Code : 00140109 MIAMI, FLORIDA Delray Beach, Florida 33444 Start Date: 05/28/14 COUNTED BY: EDIE SAPORITTO Phone (561) 272-3255 File I.D. 6STR_4AV SIGNALIZED Page 3 ALL VEHICLES ------------------------------------------------------------------------------------------------------------------------------------- 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 I Right Thru I UTurn Left I Right Thru UTurn Left I I Right Thru UTurn Left I Total Date05/28/14-------------------------------------------------------- — ----------------------- Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 05/28/14 Peak start 17:00 1 17:00 1 17:00 1 17:00 I Volume 38 154 0 30 I 92 287 0 76 I 0 0 0 0 I 21 33 0 11 I Percent 178 69% 0% 14% I 20% 63% 0% 17% I 096 0% 0% 08 I 32% 51& 0% 17% I Pk total 222 455 0 65 Highest 17:45 17:00 07:30 17:45 Volume 14 49 0 4 I 20 84 0 25 I 0 0 0 0 I 5 17 0 0 Hi total 67 1 129 1 0 22 PHF .83 1 .88 1 .0 .74 1 SW 4TH AVENUE11 SW 6TH STREET 0 287 325 38 • 11 11 • 33 33 21 21 38 • 154 • 30 11 0 92 38 154 30 103 1 222 ALL VEHICLES 390 65 Intersection Total 742 251 76 0 154 21 251 0 SW 4TH AVENUE 92 455 287 518 76 63 SW 6TH STREET 0 - 0 0 92 287 30 33 0 Traffic Survey Specialists, Inc. SW 6TH STREET & SW 4TH AVENUE 624 Gardenia Terrace Site Code : 00140109 MIAMI, FLORIDA Delray Beach, Florida 33444 Start Date: 05/28/14 COUNTED BY: EDIE SAPORITTO Phone (561) 272-3255 File I.D. 6STR_4AV SIGNALIZED Page 1 PEDESTRIANS ------------------------------------------------------------------------------------------------------------------------------------- SW 4TH AVENUE ISW 6TH STREET ISW 4TH AVENUE ISW 6TH STREET From North IFrom East jFrom South IFrom West Peds Right Thru Left I Peds Right Thru Left I Peds Right Thru Left I Peds Right Thru Left I Total Date 05/28/14 ---------------------- ------------ ---------------------------- 07:30 5 0 0 0 0 0 0 0 5 0 0 0 1 0 0 0 it 07:45 3 0 0 0 0 0 0 0 3 0 0 0 1 0 0 0 7 08:00 6 0 0 0 0 0 0 0 2 0 0 0 3 0 0 0 11 08.15 4 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 9 Hr Total 18 0 0 0 0 0 0 0 15 0 0 0 5 0 0 0 38 08:30 8 0 0 0 0 0 0 0 2 0 0 0 3 0 0 0 13 08:45 1 0 0 0 0 0 0 0 8 0 0 0 8 0 0 0 17 09:00 6 0 0 0 0 0 0 0 1 0 0 0 3 0 0 0 10 09.15 10 0 0 0 1 0 0 0 4 0 0 0 2 0 0 0 17 Hr Total 25 0 0 0 1 0 0 0 15 0 0 0 16 0 0 0 57 ---------- * BREAK * ---------------------------------------------------------------------------------------------------------------- 15:30 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 15:45 0 0 0 0 j 0 0 0 0 0 0 0 0 0 0 0 0 0 16:00 3 0 0 0 0 0 0 0 2 0 0 0 1 0 0 0 6 16:15 4 0 0 0 0 0 0 0 3 0 0 0 1 0 0 0 8 Hr Total 7 0 0 0 0 0 0 0 5 0 0 0 2 0 0 0 14 16:30 4 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 8 16:45 4 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 8 17:00 1 0 0 0 3 0 0 0 6 0 0 0 3 0 0 0 13 17:15 4 0 0 0 4 0 0 0 5 0 0 0 2 0 0 0 15 Hr Total 13 0 0 0 7 0 0 0 15 0 0 0 9 0 0 0 44 17:30 1 0 0 0 0 0 0 0 4 0 0 0 3 0 0 0 8 17:45 2 0 0 0 0 0 0 0 5 0 0 0 5 0 0 0 12 Hr Total 3 0 0 0 0 0 0 0 9 0 0 0 8 0 0 0 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 6sk C 11 I\ 1 5(,o Iii i A.Yu. i � FLb <id 6�. a� zB ( iv \4- fa-ujv-\ (01'. LkkzS ?cJm\kL- (1 0 Traffic Survey Specialists, Inc. SW 6TH STREET & SW 3RD AVENUE 624 Gardenia Terrace Site Code : 00140109 MIAMI, FLORIDA Delray Beach, Florida 33444 Start Date: 05/28/14 COUNTED BY: AMBER PALOMINO Phone (561) 272-3255 File I.D. 6STR_3AV NOT SIGNALIZED Page 1 ALL VEHICLES -------------------------------------------------------------------------------------------------------------------------------------- SW 3RD AVENUE 0 0 ISW 6TH STREET 0 0 ISW 3RD AVENUE 0 0 ISW 6TH STREET 0 I 0 From North 15:45 0 (From East 0 0 (From South 0 0 (From West 0 I I 0 Right Thru UTurn Left I I Right Thru UTurn Left I I Right Thru UTurn Left I I Right Thru UTurn Left I Total Date05/28/14 --- —---------------------------------- 0 3 0 3 --------------------- 16:15 13 0 - 0 2 3 0 0 0 07:30 3 0 0 0 0 2 0 0 2 7 0 24 0 1 1 0 40 07:45 1 0 0 0 1 1 0 0 3 19 0 22 1 1 0 2 51 08:00 6 1 0 3 0 3 0 0 3 22 0 26 0 2 0 2 68 08:15 7 0 0 0 0 0 0 0 2 27 0 33 0 2 0 1 72 Hr Total 17 1 0 3 1 6 0 0 10 75 0 105 1 6 1 5 231 08:30 7 0 0 0 0 3 0 0 1 17 0 32 0 3 0 1 64 08:45 2 0 0 3 0 4 0 0 3 13 0 30 1 2 0 2 60 09:00 2 1 0 3 0 4 0 0 3 8 0 24 0 0 0 2 47 09:15 2 0 0 3 2 3 0 0 4 13 0 13 1 2 0 1 44 Hr Total 13 1 0 9 2 14 0 0 11 51 0 99 2 7 0 6 215 ---------- * 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 10 1 0 2 1 4 0 0 1 20 0 47 0 3 0 3 92 16:15 13 0 0 0 2 3 0 0 0 32 0 71 1 2 0 3 127 Hr Total 23 1 0 2 3 7 0 0 1 52 0 118 1 5 0 6 219 16:30 7 0 0 1 1 7 0 0 0 30 0 67 0 1 0 1 115 16:45 8 0 0 2 2 2 0 0 1 25 0 74 0 2 0 2 118 17:00 19 0 0 1 1 6 0 0 2 22 0 100 0 2 1 1 155 17:15 9 0 0 1 0 3 0 0 0 20 0 70 1 4 2 4 114 Hr Total 43 0 0 5 4 18 0 0 3 97 0 311 1 9 3 8 502 17:30 16 1 0 0 0 3 0 0 2 27 0 69 0 1 1 3 123 17:45 19 0 0 3 2 6 0 0 0 30 0 91 2 2 0 6 161 Hr Total 35 1 0 3 2 9 0 0 2 57 0 160 2 3 1 9 284 ------------------------------------------------------------------------------------------------------------------------------------ *TOTAL* 131 4 0 22 I 12 54 0 0 I 27 332 0 793 I 7 30 5 34 I 1451 Traffic Survey Specialists, Inc SW 6TH STREET & SW 3RD AVENUE 624 Gardenia Terrace Site Code : 00140109 MIAMI, FLORIDA Delray Beach, Florida 33444 Start Date: 05/28/14 COUNTED BY: AMBER PALOMINO Phone (561) 272-3255 File I.D. 6STR_3AV NOT SIGNALIZED Page 2 ALL VEHICLES ------------------------------------------------------------------------------------------------------------------------------------- SW 3RD AVENUE ISW 6TH STREET SSW 3RD AVENUE ISW 6TH STREET From North IFrom East IFrom South IFrom West Right Thru UTurn Left I Right Thru UTurn Left I Right Thru UTurn Left I Right Thru UTurn Left I Total Date05/28/14 ----------------------------------------------------- —------------ ------ ------------ Peak Hour Analysis By Entire Intersection for the Period: 07:30 to 09:30 on 05/28/14 Peak start 08:00 1 08:00 1 08:00 1 08:00 1 Volume 22 1 0 6 1 0 10 0 0 1 9 79 0 121 1 1 9 0 6 1 Percent 76% 3% 0% 21% 1 0% 100% 0% 0% 4% 388 0% 58% 1 6% 56& 0% 38% Pk total 29 1 10 1 209 1 16 Highest 08:00 1 08:45 1 08:15 1 08:45 1 Volume 6 1 0 3 1 0 4 0 0 1 2 27 0 33 1 2 0 2 1 Hi total 10 1 4 1 62 1 5 1 PHF .72 1 .62 1 .84 1 .80 1 SW 6TH STREET 121 10 153 22 6 C.1 9 9 • 1 1 SW 3RD AVENUEII 22 • 1 • 6 6 79 0 22 1 6 85 29 114 0 ALL VEHICLES 10 10 169 34 0 16 Intersection Total 264 24 SW 6TH STREET 211 F- 0 —0 121 • 79 1 1 ------ ------ ------ ----- 2 121 79 SW 3RD AVENUE I 10 oil Traffic Survey Specialists, Inc SW 6TH STREET & SW 3RD AVENUE 9 624 Gardenia Terrace Site Code : 00140109 MIAMI, FLORIDA Delray Beach, Florida 33444 Start Date: 05/28/14 COUNTED BY: AMBER PALOMINO Phone (561) 272-3255 File I.D. 6STR_3AV NOT SIGNALIZED Page 3 ALL VEHICLES -------------------------------------------------------------------------------------------------------------------------------------- SW 3RD AVENUE SSW 6TH STREET ISW 3RD AVENUE ISW 6TH STREET From North IFrom East IFrom South iFrom 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: 16:00 to 18:00 on 05/28/14 Peak start 17:00 1 17:00 1 17:00 1 17:00 1 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% 1 14% 86% 0% 08 1 1% 23% 0% 76% 1 10% 30& 138 47% Pk total 69 1 21 1 433 1 30 1 Highest 17:45 1 17:45 1 17:00 1 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 1 8 1 124 1 11 PHF .78 1 .66 1 .87 1 .68 1 SW 6TH STREET 330 18 411 63 18 18 9 9 3 3 SW 3RD AVENUE II • 63 • 1 • 5 18 99 3 63 1 5 120 69 189 441 30 ALL VEHICLES Intersection Total 553 0 330 1 3 4 330 SW 3RD AVENUE 3 21 18 39 0 18 SW 6TH STREET 433 - 99 99 4 4 3 R: - I 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 Site Code : 00140109 Start Date: 05/28/14 File I.D. 6STR 3AV Page 1 PEDESTRIANS -------------------------------------------------------------------------------------------------------------------------------------- SW 3RD AVENUE ISW 6TH STREET JSW 3RD AVENUE ISW 6TH STREET I From North (From East (From South (From West I Peds Right Thru Left I I Peds Right Thru Left I I Peds Right Thru Left I I Peds Right Thru I Left I Total Date05/28/14----------------------------------------------------------------- — ---------------------------------------------------- 07:30 4 0 0 0 2 0 0 0 7 0 0 0 2 0 0 0 15 07:45 5 0 0 0 6 0 0 0 7 0 0 0 0 0 0 0 18 08:00 6 0 0 0 7 0 0 0 1 0 0 0 2 0 0 0 16 08:15 7 0 0 0 3 0 0 0 3 0 0 0 3 0 0 0 16 Hr Total 22 0 0 0 18 0 0 0 18 0 0 0 7 0 0 0 65 08:30 3 0 0 0 2 0 0 0 5 0 0 0 3 0 0 0 13 08:45 0 0 0 0 2 0 0 0 1 0 0 0 0 0 0 0 3 09:00 6 0 0 0 7 0 0 0 1 0 0 0 2 0 0 0 16 09:15 0 0 0 0 3 0 0 0 6 0 0 0 3 0 0 0 12 Hr Total 9 0 0 0 14 0 0 0 13 0 0 0 8 0 0 0 44 ---------- * 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 3 0 0 0 0 0 0 0 2 0 0 0 5 0 0 0 10 16:15 4 0 0 0 1 0 0 0 1 0 0 0 2 0 0 0 8 Hr Total 7 0 0 0 1 0 0 0 3 0 0 0 7 0 0 0 18 16:30 7 0 0 0 5 0 0 0 2 0 0 0 7 0 0 0 21 16:45 3 0 0 0 2 0 0 0 1 0 0 0 2 0 0 0 8 17:00 1 0 0 0 3 0 0 0 3 0 0 0 1 0 0 0 8 17:15 7 0 0 0 3 0 0 0 2 0 0 0 6 0 0 0 18 Hr Total 18 0 0 0 13 0 0 0 8 0 0 0 16 0 0 0 55 17:30 5 0 0 0 1 0 0 0 0 0 0 0 7 0 0 0 13 17:45 4 0 0 0 5 0 0 0 2 0 0 0 2 0 0 0 13 Hr Total 9 0 0 0 6 0 0 0 2 0 0 0 9 0 0 0 26 ------------------------------------------------------------------------------------------------------------------------------------ *TOTAL* 65 0 0 0 52 0 0 0 I 44 0 0 0 I 47 0 0 0 208 M Cm 0 (P ST - F: Lo T Fi.o cam. z.7, 1 ?D 1 4 CA b � q I "Womiflo Traffic Survey Specialists, Inc. SW 7TH STREET & SW 4TH AVENUE/I-95 RAMP 624 Gardenia Terrace Study Name: 7STR_4AV MIAMI, FLORIDA Delray Beach, Florida 33444 Site Code : 00140109 COUNTED BY: ISIDRO GONZALEZ Phone (561) 272-3255 Start Date: 05/28/14 SIGNALIZED Page 1 ALL VEHICLES ISW 4TH AVENUE (FROM SB I-95 ISW 7TH STREET ISW 4TH AVENUE ISW 7TH STREET From North (From Northeast (From East IFrom South IFrom West Start I HARD I HARDI I lntvl Time 1 LEFT Left Thru Rightl Left Thru Right RIGHT1UTurn Left Thru RightlUTurn Left Thru R1ghtlUTurn Left Thru RightlTotal 05/28/14 1 1 1 1 1 07:301 0 0 71 6I 0 254 80 01 0 149 72 01 0 0 0 01 0 0 0 01 632 07:451 0 0 67 31 0 294 109 01 0 147 77 01 0 0 0 01 0 0 0 01 697 Hour 0 0 138 91 0 548 189 Ol 0 296 149 01 0 0 0 01 0 0 0 01 1329 08:001 0 0 87 5I 0 281 110 OI 0 166 84 01 0 0 0 OI 0 0 0 01 733 08:15 0 0 80 4 0 388 120 0 0 140 93 01 0 0 0 01 0 0 0 01 825 08:301 0 0 90 21 0 356 73 01 0 149 95 0 0 0 0 01 0 0 0 0 765 08.451 0 0 68 41 0 390 85 01 0 153 96 0I 0 0 0 01 0 0 0 0I 796 Hour 0 0 325 151 0 1415 388 Ol 0 608 368 01 0 0 0 0I 0 0 0 01 3119 09:0011 0 0 63 411 0 349 81 01 0 148 132 01 0 0 0 01 0 0 0 01 777 09:15 0 0 38 21 0 375 79 01 0 141 89 01 0 0 0 01 0 0 0 0I 724 [BREAKI- ------1----------------------- I ----------------------- I ----------------------1--------- -------------1----- Hour 0 0 101 61 0 724 160 01 0 289 221 0I 0 0 0 01 0 0 0 01 1501 (BREAKI--------------I-----------------------I-----------------------I----------------------- ----------------------I----- I I I I I I 16:001 0 0 36 41 0 222 182 0I 0 135 175 01 0 0 0 01 0 0 0 01 754 16:151 0 0 38 6I 0 229 203 0I 0 121 167 01 0 0 0 01 0 0 0 OI 764 16:301 0 0 50 4I 0 238 211 01 0 118 185 0I 0 0 0 01 0 0 0 01 806 16:451 0 0 45 31 0 241 199 01 0 126 172 0I 0 0 0 01 0 0 0 01 786 Hour 0 0 169 171 0 930 795 01 0 500 699 01 0 0 0 0I 0 0 0 01 3110 I I I I I I 17:001 0 0 52 81 0 238 213 01 0 114 176 01 0 0 0 01 0 0 0 01 801 17:151 0 0 46 61 0 263 204 01 0 128 182 01 0 0 0 0I 0 0 0 01 829 17:301 0 0 54 21 0 271 226 01 0 125 179 0I 0 0 0 0I 0 0 0 01 857 17:451 0 0 61 81 0 250 170 01 0 113 187 01 0 0 0 01 0 0 0 01 789 Hourl 0 0 213 241 0 1022 813 01 0 480 724 01 0 0 0 0I 0 0 0 01 3276 I I 1 I 1 I Totall 0 0 946 711 0 4639 2345 0I 0 2173 2161 01 0 0 0 01 0 0 0 0112335 96 Apr.1 - - 93.0 6.91 - 66.4 33.5 - - 50.1 49.8 - - - - - - - - - - Int.1 - 7.6 0.51 - 37.6 19.0 - - 17.6 17.5 - - - - - - - - - - Traffic Survey Specialists, Inc SW 7TH STREET & SW 4TH AVENUE/I-95 RAMP 624 Gardenia Terrace Study Name: 7STR_4AV MIAMI, FLORIDA Delray Beach, Florida 33444 Site Code : 00140109 COUNTED BY: ISIDRO GONZALEZ Phone (561) 272-3255 Start Date: 05/28/14 SIGNALIZED Page 2 ALL VEHICLES 1SW 4TH AVENUE IFROM SB I-95 1SW 7TH STREET 1SW 4TH AVENUE 1SW 7TH STREET (From North IFrom Northeast IFrom East iFrom South (From West Start 1 HARD 1 HARD1 1 1 11ntvl Time I LEFT Left Thru Rightl Left Thru Right RIGHTJUTurn Left Thru RightlUTurn Left Thru RightlUTurn Left Thru RightlTotal Peak Hour Analysis By Entire Intersection for the Period: 07:30 on 05/28/14 to 09:15 on 05/28/14 1 1 Time 08:15 1 08:15 1 08:15 1 08:15 1 08:15 Vol. ( 0 0 301 141 0 1483 359 01 0 590 416 0I 0 0 0 01 0 0 0 0I 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 1842 1006 0 0 High 08:30 08:15 09:00 09:00 1 09:00 Vol. 0 0 90 2I 0 388 120 0I 0 148 132 01 0 0 0 01 0 0 0 0I Total 92 1 508 1 280 0 1 0 PHF 10.856 10.906 10.898 10.000 10.000 SW 47H AUENUE' XZFROM SB I-95 301 14 4 1 315 359 1842 1483 SW 7TH STREET 05/28/14 08:15am 09:00a" 789 <-- 789 3163 1006 <-- 416 \F 590 SW 7TH STREET N 2374 2374 SW 4TH AUENUE SW 4TH AVENUE FROM SB I-95 213 24 4 1 237 813 1835 1022 SW 7TH STREET 05/28/14 05'00pn 05:45pM 1561 <-- 1561 3276 1204 724 IF 480 SW 7TH STREET N 1715 1715 SW 4TH AOENUE Traffic Survey Specialists, Inc. SW 7TH STREET & SW 4TH AVENUE/I-95 RAMP 624 Gardenia Terrace Study Name: 7STR_4AV MIAMI, FLORIDA Delray Beach, Florida 33444 Site Code : 00140109 COUNTED BY: ISIDRO GONZALEZ Phone (561) 272-3255 Start Date: 05/28/14 SIGNALIZED Page 3 ALL VEHICLES ISW 4TH AVENUE IFROM SB I-95 ISW 7TH STREET ISW 4TH AVENUE ISW 7TH STREET (From North (From Northeast (From East (From South (From West Start I HARD HARDI I I IIntvl Time I LEFT Left Thru Rightl Left Thru Right RIGHTIUTurn Left Thru RightjUTurn Left Thru R1ghtlUTurn 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 Time 17:00 1 17:00 1 17:00 17:00 1 17:00 Vol. 0 0 213 241 0 1022 813 01 0 480 724 01 0 0 0 0I 0 0 0 01 Pct. 0.0 0.0 89.8 10.1l 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 1835 1204 0 0 High 17:45 17:30 17:15 17:15 17:15 Vol. 0 0 61 81 0 271 226 01 0 128 182 01 0 0 0 01 0 0 0 0I Total 69 1 497 1 310 0 1 0 PHF 10.859 10.923 10.971 10.000 10.000 1 SW 4TH AVENUE FROM SB I-95 213 24 4 1 237 813 1835 1022 SW 7TH STREET 05/28/14 05'00pn 05:45pM 1561 <-- 1561 3276 1204 724 IF 480 SW 7TH STREET N 1715 1715 SW 4TH AOENUE Traffic Survey Specialists, Inc. SW 7TH STREET & SW 4TH AVENUE/I-95 RAMP 624 Gardenia Terrace Study Name: 7STR_4AV MIAMI, FLORIDA Delray Beach, Florida 33444 Site Code : 00140109 COUNTED BY: ISIDRO GONZALEZ Phone (561) 272-3255 Start Date: 05/28/14 SIGNALIZED Page 1 PEDESTRIANS 1SW 4TH AVENUE 4, lSW 7TH STREET 1SW 4TH AVENUE 1SW 7TH STREET (From North ,n y IFrom East (From South (From West Start //`Y 6 ri9 �Intvl. Time I Left Thru Right Pedsl Left Thru Right Pedsl Left Thru Right Pedsl Left Thru Right Pedsl Total 05/28/14 1 1 1 l 07:301 0 0 0 41 0 0 0 11 0 0 0 01 0 0 0 01 5 07:451 0 0 0 3 0 0 0 01 0 0 0 01 0 0 0 11 4 Hourl 0 0 0 7l 0 0 0 l l 0 0 0 O l 0 0 0 11 9 1 1 08:001 0 0 0 1 51 0 0 1 0 11 0 0 0 l 01 0 0 0 11 7 08:151 0 0 0 11 0 0 0 01 0 0 0 11 0 0 0 ll 3 08:301 0 0 0 71 0 0 0 21 0 0 0 01 0 0 0 2l 11 08:451 0 0 0 41 0 0 0 11 0 0 0 01 0 0 0 01 5 Hourl 0 0 0 17l 0 0 0 4l 0 0 0 l l 0 0 0 41 26 I 09:001 0 0 0 1 11 0 0 1 0 01 0 0 0 1 01 0 0 0 1 01 1 09:151 0 0 0 61 0 0 0 11 0 0 0 01 0 0 0 ll 8 [BREAKII--------------------- ----- I --------------------------- I ---------------------------- I --------------------------- 1 ------ Hour l 0 0 0 7l 0 0 0 l l 0 0 0 O l 0 0 0 11 9 1 1 [BREAKl1--------------------------- 1 I---------------------------I---------------------------I--------------------------- l l -------------------------I------ 1 I ------ 1 I I 16:001 0 0 0 I 11 0 0 I 0 01 0 0 0 11 0 0 0 01 2 16:151 0 0 0 31 0 0 0 11 0 0 0 31 0 0 0 21 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 ll 0 0 0 ll 6 Hourl 0 0 0 101 0 0 0 41 0 0 0 51 0 0 0 61 25 1 17:001 0 0 0 1 31 0 0 1 0 11 0 0 0 1 Ol 0 0 0 1 21 6 17:151 0 0 0 ill 0 0 0 11 0 0 0 3l 0 0 0 11 16 17:301 0 0 0 101 0 0 0 5l 0 0 0 01 0 0 0 101 25 17:451 0 0 0 61 0 0 0 11 0 0 0 21 0 0 0 61 15 Hourl 0 0 0 301 0 0 0 8l 0 0 0 51 0 0 0 191 62 1 Totall 0 0 0 1 711 0 0 l 0 18l 0 0 0 I 111 0 0 0 I 311 131 % Apr. I - - - 100.01 - - - 100.01 - - - 100.01 - - - 100.01 - % Int. I - - - 54.11 - - - 13.71 - - - 8.31 - - - 23.61 - Sol s -T �Fc.or'da, Mach z 4 �26 � A- c raw v -x fLk�(S �WoKL\YID s�cJna(;cZe, d Traffic Survey Specialists, Inc. SW 7TH STREET & SW 3RD AVENUE 624 Gardenia Terrace Site Code : 00140109 MIAMI, FLORIDA Delray Beach, Florida 33444 Start Date: 05/28/.14 COUNTED BY: LUIS PALOMINO Phone (561) 272-3255 File I.D. 7STR_3AV SIGANLIZED Page 1 ALL VEHICLES ------------------------------------------------------------------------------------------------------------------------------------- SW 3RD AVENUE ISW 7TH STREET ISW 3RD AVENUE ISW 7TH STREET I From North (From East (From South (From West I I I Right Thru UTurn Left I Right Thru UTurn Left I I 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 0 0 0 0 385 08.15 0 0 0 0 23 223 0 70 0 39 1 30 0 0 0 0 386 Hr Total 0 0 0 0 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 0 15 0 20 0 0 0 0 358 09.15 0 0 0 0 22 205 0 61 0 13 1 32 0 0 0 0 334 Hr Total 0 0 0 0 96 888 0 276 0 60 1 98 0 0 0 0 1419 * 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 0 0 0 0 31 257 0 98 0 35 0 47 0 0 0 0 468 16:15 0 0 0 0 49 261 0 97 0 60 0 43 0 0 0 0( 510 Hr Total 0 0 0 0 80 518 0 195 0 95 0 90 0 0 0 0 978 16:30 0 0 0 0 55 272 0 117 0 47 0 35 0 0 0 0 526 16:45 0 0 0 0 56 261 0 106 0 46 0 43 0 0 0 0 512 17:00 0 0 0 0 60 271 0 107 0 54 0 43 0 0 0 0 535 17:15 0 0 0 0 49 285 0 110 0 41 0 37 0 0 0 0 522 Hr Total 0 0 0 0 220 1089 0 440 0 188 0 158 0 0 0 0 2095 17:30 0 0 0 0 49 253 0 105 0 47 0 46 0 0 0 0 500 17:45 0 0 0 0 71 279 0 107 0 52 1 48 0 0 0 0 558 Hr Total 0 0 0 0 120 532 0 212 0 99 1 94 0 0 0 0 1058 ------------------------------------------------------------------------------------------------------------------------------------ *TOTAL* 0 0 0 0 I 595 3874 0 1423 I 0 555 5 552 I 0 0 0 0 I 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 Site Code : 00140109 Start Date: 05/28/14 File I.D. 7STR 3AV Page 2 SW 7TH STREET 0 0 0 0 100 100 0 0 0 200 0 200 105 902 1,007 0 • 0 0 1,007 0 0 0 0 0 • ALL VEHICLES 100 1,293 902 1,293 291 Intersection Total 1,498 0 SW 7TH STREET 496 291 • 105 0 0 291 105 SW 3RD AVENUE 205 - 100 100 100 902 291 ALL VEHICLES ------------------------------------------------------------------------------------------------------------------------------------- SW 3RD AVENUE ISW 7TH STREET ISW 3RD AVENUE ISW 7TH STREET From North IFrom East IFrom South iFrom 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 08:00 1 08:00 1 08:00 1 08:00 1 Volume 0 0 0 0 1 100 902 0 291 1 0 100 2 103 ( 0 0 0 0 1 Percent 0% 0& 0% 0% 1 8% 70% 0% 2396 1 0% 49% 196 50% 1 0% 0% 0& 0% 1 Pk total 0 1 1293 1 205 1 0 1 Highest 07:30 1 08:00 1 08:15 1 07:30 Volume 0 0 0 0 1 22 230 0 76 1 0 39 1 30 1 0 0 0 0 Hi total 0 328 70 0 PHF .0 .99 1 .73 .0 I SW 3RD AVENUEII SW 7TH STREET 0 0 0 0 100 100 0 0 0 200 0 200 105 902 1,007 0 • 0 0 1,007 0 0 0 0 0 • ALL VEHICLES 100 1,293 902 1,293 291 Intersection Total 1,498 0 SW 7TH STREET 496 291 • 105 0 0 291 105 SW 3RD AVENUE 205 - 100 100 100 902 291 Traffic Survey Specialists, Inc SW 7TH STREET & SW 3RD AVENUE 0 624 Gardenia Terrace Site Code : 00140109 MIAMI, FLORIDA Delray Beach, Florida 33444 Start Date: 05/28/14 COUNTED BY: LUIS PALOMINO Phone (561) 272-3255 File I.D. 7STR_3AV SIGANLIZED Page 3 ALL VEHICLES ------------------------------------------------------------------------------------------------------------------------------------- SW 3RD AVENUE ISW 7TH STREET SSW 3RD AVENUE ISW 7TH STREET From North IFrom East iFrom South IFrom 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: 16:00 to 18:00 on 05/28/14 Peak start 17:00 1 17:00 1 17:00 1 17:00 1 Volume 0 0 0 0 1 229 1088 0 429 1 0 194 1 174 1 0 0 0 0 Percent 0% 0% 0% 0% 1 13% 62% 0% 25% 1 0% 53% 0% 47% 1 0% 0% 0% 0% Pk total 0 1 1746 1 369 1 0 1 Highest 07:30 1 17:45 1 17:45 1 07:30 1 Volume 0 0 0 0 1 71 279 0 107 0 52 1 48 1 0 0 0 0 1 Hi total 0 1 457 101 1 0 PHF .0 1 .96 .91 1 .0 SW 7TH STREET 175 1,088 1,263 0 0 0 • 0 0 0 0 SW 3RD AVENUEII 0 0 0 0 194 229 0 0 0 423 0 229 229 ALL VEHICLES 1,088 1,746 1,088 429 1,263 1,746 429 0 Intersection Total 0 2,115 0 0 0 SW 7TH STREET 798 429 • 175 0 0 429 175 SW 3RD AVENUE 369 - 194 194 Traffic Survey Specialists, Inc. SW 7TH STREET & SW 3RD AVENUE 624 Gardenia Terrace Site Code : 00140109 MIAMI, FLORIDA Delray Beach, Florida 33444 Start Date: 05/28/14 COUNTED BY: LUIS PALOMINO Phone (561) 272-3255 File I.D. 7STR_3AV SIGANLIZED Page 1 PEDESTRIANS ------------------------------------------------------------------------------------------------------------------------------------- SW 3RD AVENUE 0 0 ISW 7TH STREET 0 0 ISW 3RD AVENUE 0 0 ISW 7TH STREET 0 0 0 From North 15:45 0 (From East 0 0 (From South 0 0 (From West I 0 I I 0 Peds Right Thru Left I I Peds Right Thru Left I I Peds Right Thru Left I Peds Right Thru Left I Total Date 05/28/14 - ------------------------------------------------- 0 0 0 10 16: 15 7 0 0 0 3 0 0 0 2 07:30 9 0 0 0 6 0 0 0 3 0 0 0 0 0 0 0 18 07:45 6 0 0 0 10 0 0 0 2 0 0 0 2 0 0 0 20 08:00 7 0 0 0 8 0 0 0 0 0 0 0 1 0 0 0 16 08:15 6 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 11 Hr Total 28 0 0 0 29 0 0 0 5 0 0 0 3 0 0 0 65 08:30 6 0 0 0 2 0 0 0 0 0 0 0 1 0 0 0 9 06:45 8 0 0 0 8 0 0 0 1 0 0 0 2 0 0 0 19 09:00 2 0 0 0 4 0 0 0 2 0 0 0 2 0 0 0 10 09:15 4 0 0 0 3 0 0 0 5 0 0 0 5 0 0 0 17 Hr Total 20 0 0 0 17 0 0 0 8 0 0 0 10 0 0 0 55 ---------- * 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 2 0 0 0 0 0 0 0 4 0 0 0 4 0 0 0 10 16: 15 7 0 0 0 3 0 0 0 2 0 0 0 3 0 0 0 15 Hr Total 9 0 0 0 3 0 0 0 6 0 0 0 7 0 0 0 25 16:30 4 0 0 0 7 0 0 0 4 0 0 0 4 0 0 0 19 16:45 6 0 0 0 3 0 0 0 0 0 0 0 7 0 0 0 16 17:00 8 0 0 0 5 0 0 0 6 0 0 0 3 0 0 0 22 17:15 11 0 0 0 0 0 0 0 3 0 0 0 6 0 0 0 20 Hr Total 29 0 0 0 15 0 0 0 13 0 0 0 20 0 0 0 77 17:30 12 0 0 0 7 0 0 0 3 0 0 0 4 0 0 0 26 17:45 6 0 0 0 8 0 0 0 1 0 0 0 2 0 0 0 17 Hr Total 18 0 0 0 15 0 0 0 4 0 0 0 6 0 0 0 43 ------------------------------------------------------------------------------------------------------------------------------------ *TOTAL* 104 0 0 0 I 79 0 0 0 I 36 0 0 0 I 46 0 0 0 I 265 M 3 sw-I ST- Traffic Survey Specialists, Inc. SW 7TH STREET & SW 2ND AVENUE 624 Gardenia Terrace Site Code : 00140109 MIAMI, FLORIDA Delray Beach, Florida 33444 Start Date: 05/28/14 COUNTED BY: CARLOS PALOMINO Phone (561) 272-3255 File I.D. 7STR_2AV SIGNALIZED Page 1 ALL VEHICLES ------------------------------------------------------------------------------------------------------------------------------------- SW 2ND AVENUE ISW 7TH STREET ISW 2ND AVENUE ISW 7TH STREET From North (From East IFrom South IFrom West Right Thru UTurn Left I Right Thru UTurn Left I Right Thru UTurn Left I Right Thru UTurn Left I Total Date05/28/14 ----------------------------- — ------------------------------------------------------------------------------- 07:30 16 49 0 0 34 204 0 20 0 140 0 65 0 0 0 0 528 07:45 20 47 0 0 34 192 0 16 0 158 0 84 0 0 0 0 551 08:00 22 51 0 0 53 254 0 22 0 151 0 72 0 0 0 0 625 08:15 30 68 0 0 60 235 0 32 0 152 0 79 0 0 0 0 656 Hr Total 88 215 0 0 181 885 0 90 0 601 0 300 0 0 0 0 2360 08:30 18 53 0 0 66 242 0 36 0 159 0 70 0 0 0 0 644 08:45 23 72 0 0 63 211 0 26 0 164 0 69 0 0 0 0 628 09:00 33 56 0 0 67 218 0 28 0 129 0 83 0 0 0 0 614 09:15 31 57 0 0 39 169 0 33 0 144 0 84 0 0 0 0 557 Hr Total 105 238 0 0 235 840 0 123 0 596 0 306 0 0 0 0 2443 ---------- * 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 57 79 0 0 50 283 0 33 0 120 0 75 0 0 0 0 697 16:15 49 68 0 0 53 273 0 27 0 99 0 81 0 0 0 0 650 Hr Total 106 147 0 0 103 556 0 60 0 219 0 156 0 0 0 0 1347 16:30 63 88 0 0 45 331 0 26 0 126 0 79 0 0 0 0 758 16:45 43 91 0 0 47 309 0 18 0 105 0 67 0 0 0 0 680 17:00 69 86 0 0 47 307 0 49 0 105 0 91 0 0 0 0 754 17:15 54 97 0 0 52 349 0 37 0 133 0 69 0 0 0 0 791 Hr Total 229 362 0 0 191 1296 0 130 0 469 0 306 0 0 0 0 2983 17:30 42 65 0 0 44 289 0 32 0 106 0 75 0 0 0 0 653 17:45 76 75 0 0 62 312 0 38 0 137 0 84 0 0 0 0 784 Hr Total 118 140 0 0 106 601 0 70 0 243 0 159 0 0 0 0 1437 ------------------------------------------------------------------------------------------------------------------------------------ *TOTAL* 646 1102 0 0 1 816 4178 0 473 1 0 2128 0 1227 1 0 0 0 0 1 10570 Traffic Survey Specialists, Inc SW 7TH STREET & SW 2ND AVENUE 290 942 624 Gardenia Terrace 93 Site Code : 00140109 MIAMI, FLORIDA 0 Delray Beach, Florida 33444 0 Start Date: 05/28/14 COUNTED BY: CARLOS PALOMINO Phone (561) 272-3255 File I.D. 7STR 2AV SIGNALIZED Page 2 ALL VEHICLES SW 2ND AVENUE ISW 7TH STREET ISW 2ND AVENUE ISW 7TH STREET I From North (From East (From South (From West I Right Thru UTurn Left I I Right Thru I UTurn Left I Right Thru UTurn Left I I Right Thru UTurn Left I 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 I 08:00 I 08:00 08:00 Volume 93 244 0 0 I 242 942 0 116 I 0 626 0 290 I 0 0 0 0 Percent 28% 72% 096 0% I 19% 72% 096 9% I 0% 68% 0% 3296 0% 0% 0% 0% Pk total 337 1 1300 1 916 0 Highest 08:15 I 08:30 I 08:45 07:30 Volume 30 68 0 0 I 66 242 0 36 I 0 164 0 69 I 0 0 0 0 I Hi total 98 I 344 I 233 I 0 I PHF .86 1 .94 1 .98 1 .0 1 SW 7TH STREET 290 942 1,325 93 0 0 0 0 0 0 SW 2ND AVENUE II 93 • 244 • 0 0 626 242 93 244 0 868 337 1,205 242 ALL VEHICLES 1,300 942 1,325 1,300 116 0 Intersection Total 2,553 0 SW 7TH STREET 1,276 F- 116 —116 • 290 • 626 244 0 ------ ------ ------ ----- 360 290 626 SW 2ND AVENUE 242 942 116 Traffic Survey Specialists, Inc SW 7TH STREET & SW 2ND AVENUE 624 Gardenia Terrace Site Code : 00140109 MIAMI, FLORIDA Delray Beach, Florida 33444 Start Date: 05/28/14 COUNTED BY: CARLOS PALOMINO Phone (561) 272-3255 File I.D. 7STR 2AV SIGNALIZED Page 3 ALL VEHICLES ------------------------------------------------------------------------------------------------------------------------------------- SW 2ND AVENUE ISW 7TH STREET ISW 2ND AVENUE ISW 7TH STREET I From North (From East (From South (From West I Right Thru UTurn Left I I Right Thru I UTurn Left I Right Thru UTurn Left Right Thru UTurn Left I 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 1 16:30 1 16:30 1 16:30 Volume 229 362 0 0 I 191 1296 0 130 0 469 0 306 I 0 0 0 0 Percent 39% 61% 0% 0% I 12% 80% 0% 8% 0% 61% 0% 39% I 096 0% 0% 0% Pk total 591 1617 775 0 Highest 17:00 17:15 16:30 07:30 Volume 69 86 0 0 I 52 349 0 37 I 0 126 0 79 I 0 0 0 0 Hi total 155 1 438 1 205 1 0 PHF .95 1 .92 1 .95 1 .0 SW 2ND AVENUE 11 2291• 3621• 01 ---229 ---3621 -----0 � 591 � 1,251 SW 7TH STREET 306 1,296 1,831 229 0 0 1,831 0 0 0 0 0 1,267 130 306 362 0 492 306 SW 2ND AVENUE ALL VEHICLES 0 469 191 660 191 1,617 1,296 1,617 130 191 • 1,296 Intersection Total 2,983 0 SW 7TH STREET 775 - 469 ---469, 130 Traffic Survey Specialists, Inc SW 7TH STREET & SW 2ND AVENUE 624 Gardenia Terrace Site Code : 00140109 MIAMI, FLORIDA Delray Beach, Florida 33444 Start Date: 05/28/14 COUNTED BY: CARLOS PALOMINO Phone (561) 272-3255 File I.D. 7STR 2AV SIGNALIZED Page 1 PEDESTRIANS ------------------------------------------------------------------------------------------------------------------------------------- SW 2ND AVENUE ISW 7TH STREET ISW 2ND AVENUE ISW 7TH STREET From North IFrom East (From South IFrom West Peds Right Thru Left I Peds Right Thru Left Peds Right Thru Left I Peds Right Thru Left Total Date 05/28/14 - ---------------------------------------------------- 07:30 9 0 0 0 3 0 0 0 3 0 0 0 2 0 0 0 17 07:45 10 0 0 0 12 0 0 0 6 0 0 0 4 0 0 0 32 08:00 7 0 0 0 2 0 0 0 3 0 0 0 0 0 0 0 12 08:15 5 0 0 0 1 0 0 0 4 0 0 0 5 0 0 0 15 Hr Total 31 0 0 0 18 0 0 0 16 0 0 0 11 0 0 0 76 08:30 11 0 0 0 0 0 0 0 3 0 0 0 4 0 0 0 18 08:45 11 0 0 0 2 0 0 0 0 0 0 0 3 0 0 0 16 09:00 7 0 0 0 5 0 0 0 4 0 0 0 5 0 0 0 21 09:15 6 0 0 0 10 0 0 0 3 0 0 0 6 0 0 0 25 Hr Total 35 0 0 0 17 0 0 0 10 0 0 0 18 0 0 0 80 ---------- * 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 3 0 0 0 4 0 0 0 3 0 0 0 16 16:15 10 0 0 0 3 0 0 0 4 0 0 0 2 0 0 0 19 Hr Total 16 0 0 0 6 0 0 0 8 0 0 0 5 0 0 0 35 16:30 5 0 0 0 2 0 0 0 6 0 0 0 6 0 0 0 19 16:45 5 0 0 0 5 0 0 0 2 0 0 0 4 0 0 0 16 17:00 7 0 0 0 7 0 0 0 6 0 0 0 4 0 0 0 24 17:15 11 0 0 0 6 0 0 0 5 0 0 0 5 0 0 0 27 Hr Total 28 0 0 0 20 0 0 0 19 0 0 0 19 0 0 0 86 17:30 10 0 0 0 4 0 0 0 3 0 0 0 8 0 0 0 25 17:45 8 0 0 0 8 0 0 0 6 0 0 0 8 0 0 0 30 Hr Total 18 0 0 0 12 0 0 0 9 0 0 0 16 0 0 0 55 ------------------------------------------------------------------------------------------------------------------------------------ *TOTAL* 128 0 0 0 1 73 0 0 0 1 62 0 0 0 I 69 0 0 0 I 332 LI 3 � S w 1 s -r„ H �V i w 3 � Mai zg,za 14 c` Ipj. (�,�i� 1�a (o iv, i v1C7 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 Site Code : 00140109 Start Date: 05/28/14 File I.D. BSTR 4AV Page 1 ------- — - * BREAK * ---------------- 15:30 0 0 0 0 0 0 ALL VEHICLES 0 0 0 0 0 0 0 0 ------------------------------------------------------------------------------------------------------------------------------------- SW 4TH AVENUE 15:45 0 ISW 8TH STREET 0 0 ISW 4TH AVENUE 0 0 ISW 8TH STREET 0 0 0 From North 0 0 (From East 0 105 (From South 279 0 From, West 0 0 0 Right Thru UTurn Left I I Right Thru UTurn Left I I Right Thru UTurn Left I I Right Thru UTurn Left Total Date05/28/14 ------------------------------------------------------------------------------------------------------ 0 0 21 304 0 0 726 Hr Total 0 225 0 560 0 0 0 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 0 0 0 0 0 0 0 0 22 402 0 0 1046 Hr Total 0 389 0 1721 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 17 439 0 0 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 0 0 0 0 0 0 0 0 13 272 0 0 862 Hr Total 0 509 0 1785 0 0 0 0 0 0 0 0 72 1447 0 0 3813 ------- — - * 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 0 105 0 279 0 0 0 0 0 0 0 0 21 313 0 0 718 16:15 0 120 0 281 0 0 0 0 0 0 0 0 21 304 0 0 726 Hr Total 0 225 0 560 0 0 0 0 0 0 0 0 42 617 0 0 1444 16:30 0 112 0 297 0 0 0 0 0 0 0 0 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 24 305 0 0 732 17:15 0 138 0 304 0 0 0 0 0 0 0 0 14 309 0 0 765 Hr Total 0 526 0 1149 0 0 0 0 0 0 0 0 93 1202 0 0 2970 17:30 0 157 0 304 0 0 0 0 0 0 0 0 13 317 0 0 791 17:45 0 123 0 283 0 0 0 0 0 0 0 0 14 364 0 0 784 Hr Total 0 280 0 587 0 0 0 0 0 0 0 0 27 681 0 0 1575 ------------------------------------------------------------------------------------------------------------------------------------ *TOTAL* 0 1929 0 5802 I 0 0 0 0 I 0 0 0 0 I 321 5700 0 0 I 13752 Traffic Survey Specialists, Inc SW 8TH STREET & SW 4TH AVENUE 0 0 624 Gardenia Terrace 0 Site Code : 00140109 MIAMI, FLORIDA 1,672 85 Delray Beach, Florida 33444 85 Start Date: 05/28/14 COUNTED BY: ROLANDO MARTINEZ Phone (561) 272-3255 File I.D. 8STR_4AV SIGNALIZED Page 2 ALL VEHICLES ------------------------------------------------------------------------------------------------------------------------------------- SW 4TH AVENUE ISW 8TH STREET ISW 4TH AVENUE ISW STH STREET From North IFrom East (From South IFrom West Right Thru UTurn Left I Right Thru UTurn Left I Right Thru UTurn Left Right Thru UTurn Left I Total Date05/28/14 - --------------------------------------------------------- — -------------- — Peak Hour Analysis By Entire Intersection for the Period: 07:30 to 09:30 on 05/28/14 Peak start 08:00 1 08:00 1 08:00 1 08:00 Volume 0 469 0 1842 0 0 0 0 1 0 0 0 0 1 85 1672 0 0 Percent 0% 20% 0% 80% 1 0% 0% 0% 0% 0% 0% 0% 0% I 5% 95% 0% 0% Pk total 2311 1 0 0 1 1757 Highest 08:45 1 07:30 07:30 08:00 Volume 0 158 0 470 1 0 0 0 0 0 0 0 0 22 482 0 0 Hi total 628 1 0 0 1 504 PHF .92 .0 .0 .87 1 SW 4TH AVENUE11 SW 8TH STREET 0 0 0 0 0 0 1,672 1,672 85 85 0 • 469 1,842 0 0 0 0 469 1,842 0 2,311 � 2,311 1 - X 0 ALL VEHICLES 0 0 0 0 1,757 3,514 0 1,757 Intersection Total 1,842 4,068 3,514 1,672 0 SW 8TH STREET 554 0 0 469 85 554 0 SW 4TH AVENUE 0 - 0 0 0 0 Traffic Survey Specialists, Inc SW 8TH STREET & SW 4TH AVENUE 624 Gardenia Terrace Site Code : 00140109 MIAMI, FLORIDA Delray Beach, Florida 33444 Start Date: 05/28/14 COUNTED BY: ROLANDO MARTINEZ Phone (561) 272-3255 File I.D. 8STR_4AV SIGNALIZED Page 3 ALL VEHICLES ------------------------------------------------------------------------------------------------------------------------------------- SW 4TH AVENUE ISW 8TH STREET ISW 4TH AVENUE ISW 8TH STREET From North iFrom East IFrom South IFrom West Right Thru UTurn Left I Right Thru UTurn Left I Right Thru UTurn Left I Right Thru UTurn Left I Total Date05/28/14 ------------------ --------------------------------------------------------- Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 05/28/14 Peak start 17:00 1 17:00 1 17:00 1 17:00 1 Volume 0 549 0 1163 1 0 0 0 0 1 0 0 0 0 1 65 1295 0 0 1 Percent 0% 32% 0% 68% 1 0% 0% 0% 0% 1 0% 0% 0% 0% 1 5% 95% 0% 0% 1 Pk total 1712 1 0 1 0 1 1360 1 Highest 17:30 1 07:30 1 07:30 1 17:45 Volume 0 157 0 304 1 0 0 0 0 1 0 0 0 0 1 14 364 0 0 Hi total 461 0 0 378 PHF .93 .0 .0 .90 SW 4TH AVENUE11 SW 8TH STREET 0 0 0 0 0 0 1,295 1,295 65 65 • 0 • 549 1,163 0 0 0 0 549 1,163 0 1,712 0 ALL VEHICLES 0 0 1,360 2,458 0 U A A 1,360 Intersection Total 1,163 3,072 2,458 1,295 0 SW 8TH STREET 614 01101• X01- 549 65 614 0 SW 4TH AVENUE 0 SW STH 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 Site Code : 00140109 Start Date: 05/28/14 File I.D. 8STR 4AV Page 1 PEDESTRIANS ------------------------------------------------------------------------------------------------------------------------------------- SW 4TH AVENUE ISW 8TH STREET ISW 4TH AVENUE ISW 8TH STREET From North (From East (From South (From West I Peds Right Thru Left Peds Right Thru Left I I Peds Right Thru Left I I Peds Right Thru I Left Total Date 05/28/14 - --------------------------------------- 07:30 7 0 0 0 0 0 0 0 2 0 0 0 3 0 0 0 12 07:45 4 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 5 08:00 4 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 5 08:15 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 Hr Total 22 0 0 0 0 0 0 0 2 0 0 0 5 0 0 0 29 08:30 2 0 0 0 1 0 0 0 0 0 0 0 2 0 0 0 5 08:45 4 0 0 0 0 0 0 0 3 0 0 0 1 0 0 0 8 09:00 5 0 0 0 0 0 0 0 3 0 0 0 4 0 0 0 12 09:15 12 0 0 0 0 0 0 0 3 0 0 0 2 0 0 0 17 Hr Total 23 0 0 0 1 0 0 0 9 0 0 0 9 0 0 0 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 0 0 0 0 7 0 0 0 0 0 0 0 13 16:15 9 0 0 0 0 0 0 0 3 0 0 0 2 0 0 0 14 Hr Total 15 0 0 0 0 0 0 0 10 0 0 0 2 0 0 0 27 16:30 8 0 0 0 0 0 0 0 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 3 0 0 0 20 17:15 16 0 0 O 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 7 0 0 0 37 17:45 10 0 0 0 1 0 0 0 4 0 0 0 6 0 0 0 21 Hr Total 37 0 0 0 1 0 0 0 7 0 0 0 13 0 0 0 58 ------------------------------------------------------------------------------------------------------------------------------------ *TOTAL* 147 0 0 0 I 2 0 0 0 I 46 0 0 0 I 35 0 0 0 I 230 s-r- M�avU.� iAct� zg (z6 14 �(a,wvl bLAq, U,u`.5PCOJORL�qo &�gna,(iZf-,j Traffic Survey Specialists, Inc NB I 95 RAMPS FROM SW 8TH STREET 624 Gardenia Terrace Site Code : 00140109 MIAMI, FLORIDA Delray Beach, Florida 33444 Start Date: 05/28/14 COUNTED BY: RALPH ESPADA Phone (561) 272-3255 File I.D. 8ST NB95 NOT SIGNALIZED Page 1 ALL VEHICLES ------------------------------------------------------------------------------------------------------------------------------------- ----- ISW 8TH STREET 1I95 RAMPS ISW 8TH STREET From North IFrom East IFrom South From West Other Right Thru Left I Other Right Thru Left I Other Right Thru Left I Other Right Thru Left I Total Date05/28/14 ----------------------------------------------------------------------------------------------------------------------- 07:30 0 0 0 0 0 0 0 0 0 0 0 0 0 339 78 0 417 07:45 0 0 0 0 0 0 0 0 0 0 0 0 1 344 62 0 407 08:00 0 0 0 0 0 0 0 0 0 0 0 0 0 326 50 0 376 08:15 0 0 0 0 0 0 0 0 0 0 0 0 0 329 72 0 401 Hr Total 0 0 0 0 0 0 0 0 0 0 0 0 1 1338 262 0 1601 08:30 0 0 0 0 0 0 0 0 0 0 0 0 1 330 51 0 382 08:45 0 0 0 0 0 0 0 0 0 0 0 0 0 296 26 0 322 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 267 31 0 298 09:15 0 0 0 0 0 0 0 0 0 0 0 0 1 254 39 0 294 Hr Total 0 0 0 0 0 0 0 0 0 0 0 0 2 1147 147 0 1296 ---------- * 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 0 0 0 0 0 0 0 0 0 0 0 0 0 253 17 0 270 16:15 0 0 0 0 0 0 0 0 0 0 0 0 0 233 16 0 249 Hr Total 0 0 0 0 0 0 0 0 0 0 0 0 0 486 33 0 519 16:30 0 0 0 0 0 0 0 0 0 0 0 0 0 251 21 0 272 16:45 0 0 0 0 0 0 0 0 0 0 0 0 0 210 20 0 230 17:00 0 0 0 0 0 0 0 0 0 0 0 0 0 243 19 0 262 17:15 0 0 0 0 0 0 0 0 0 0 0 0 0 268 21 0 269 Hr Total 0 0 0 0 0 0 0 0 0 0 0 0 0 972 81 0 1053 17:30 0 0 0 0 0 0 0 0 0 0 0 0 0 223 17 0 240 17:45 0 0 0 0 0 0 0 0 0 0 0 0 0 246 23 0 269 Hr Total 0 0 0 0 0 0 0 0 0 0 0 0 0 469 40 0 509 ------------------------------------------------------------------------------------------------------------------------------------ *TOTAL* 0 0 0 0 0 0 0 0 0 0 0 0 3 4412 563 0 4978 — wa 320 A-7 � �, /� - Traffic Survey Specialists, Inc NB I 95 RAMPS FROM SW 8TH STREET 0 624 Gardenia Terrace Site Code : 00140109 MIAMI, FLORIDA 0 0 Delray Beach, Florida 33444 0 0 Start Date: 05/28/14 COUNTED BY: RALPH ESPADA I Phone (561) 272-3255 File I.D. 8ST–NB95 NOT SIGNALIZED Page 2 ALL VEHICLES ------------------------------------------------------------------------------------------------------------------------------------- ----- ISW 8TH STREET 1I95 RAMPS ISW 8TH STREET From North IFrom East IFrom South IFrom West Other Right Thru Left I Other Right Thru Left I Other Right Thru Left I Other Right Thru Left I Total Date05/28/14---------------------------------------------------------- — ----------------------------- Peak Hour Analysis By Entire Intersection for the Period: 07:30 to 09:30 on 05/28/14 Peak start 07:30 1 07:30 1 07:30 1 07:30 Volume 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 1 1338 262 0 1 Percent 0% 096 0% 0% 1 0% 0% 0% 0% 1 0% 0% 0% 0% 0% 84% 16% 0% Pk total 0 1 0 1 0 1 1601 1 Highest 07:30 1 07:30 1 07:30 1 07:30 1 Volume 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 339 78 0 1 Hi total 0 1 0 1 0 1 417 1 PHF .0 1 .0 1 .0 1 .96 1 SW 8TH STREET 0 0 0 0 0 0 262 262 1,338 1,338 0 0 0 0 0 0 0 0 0 0 I I 0 I I 0 0 ALL VEHICLES 0 0 1,600 262 0 1,600 Intersection Total 1,600 262 SW 8TH STREET 1,338 0 0 0 0 0 1,338 ------ ------ ------ ------ 1,338 0 0 0 I95 RAMPS K N 0 0 262 0 Traffic Survey Specialists, Inc NB I 95 RAMPS FROM SW 8TH STREET 0 624 Gardenia Terrace Site Code : 00140109 MIAMI, FLORIDA 0 0 Delray Beach, Florida 33444 0 0 Start Date: 05/28/14 COUNTED BY: RALPH ESPADA Phone (561) 272-3255 File I.D. 8ST_NB95 NOT SIGNALIZED Page 3 ALL VEHICLES ------------------------------------------------------------------------------------------------------------------------------------- ----- ISW 8TH STREET 1I95 RAMPS ISW 8TH STREET From North iFrom East IFrom South IFrom West Other Right Thru Left I Other Right Thru Left I Other Right Thru Left I Other Right Thru Left I Total Date05/28/14 ------------------------------------------ —------------- -- -------------------- Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 05/28/14 Peak start 17:00 1 17:00 1 17:00 1 17:00 1 Volume 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 980 80 0 1 Percent 0% 0% 0% 0% 1 0% 0% 0% 0% 1 0% 0% 0% 0%; 0% 92% 8% 0% 1 Pk total 0 1 0 1 0 1 1060 1 Highest 07:30 1 07:30 1 07:30 1 17:15 1 Volume 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 268 21 0 1 Hi total 0 1 0 1 0 1 289 PHF .0 1 .0 1 .0 1 .92 SW 8TH STREET 0 0 0 0 0 0 80 80 980 980 0 0 0 0 0 0 0 0 0 0 0 0 0 ALL VEHICLES 0 0 1,060 80 0 1,060 Intersection Total 1,060 80 SW 8TH STREET 980 � 0 � 01 • 0 01 • 0 0 980 980 I95 0 RAMPS 0 0 N I 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 Site Cade : 00140109 Start Date: 05/28/14 File I.D. SST NB95 Page 1 PEDESTRIANS ------------------------------------------------------------------------------------------------------------------------------------- ----- ISW 8TH STREET 1195 RAMPS ISW 8TH STREET From North (From East IFrom South IFrom West Other Right Thru Left I Other Right Thru Left I Other Right Thru Left I Other Right Thru Left I Total Date 05/28/14 ------ — ---------------------------------- 07:30 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 07:45 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 3 08:00 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 5 08:15 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 Hr Total 0 0 0 0 0 0 0 0 0 0 0 0 12 0 0 0 12 08:30 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 3 08:45 0 0 0 0 0 0 0 0 0 0 0 0 8 0 0 0 8 09:00 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 09:15 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 4 Hr Total 0 0 0 0 0 0 0 0 0 0 0 0 17 0 0 0 17 --- — ----- * 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 0 0 0 0 0 0 0 0 0 0 0 0 9 0 0 0 9 16:15 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 4 Hr Total 0 0 0 0 0 0 0 0 0 0 0 0 13 0 0 0 13 16:30 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 6 16:45 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 3 17:00 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 5 17:15 0 0 0 0 0 0 0 0 0 0 0 0 8 0 0 0 8 Hr Total 0 0 0 0 0 0 0 0 0 0 0 0 22 0 0 0 22 17:30 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 6 17:45 0 0 0 0 0 0 0 0 0 0 0 0 10 0 0 0 10 Hr Total 0 0 0 0 0 0 0 0 0 0 0 0 16 0 0 0 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 Site Code : 00140109 Start Date: 05/28/14 File I.D. 8STR 3AV Page 1 ALL VEHICLES ------------------------------------------------------------------------------------------------------------------------------------- SW 3RD AVENUE ISW 8TH STREET ISW 3RD AVENUE ISW 8TH STREET From North iFrom East IFrom South IFrom West Right Thru UTurn Left I Right Thru UTurn Left I Right Thru UTurn Left I Right Thru UTurn Left I Total Date05/28/14 ----------------------------------------------------------- — ------------------------------------- — - 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 0 0 0 0 51 51 0 0 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 0 0 0 0 64 52 0 0 0 506 0 14 718 Hr Total 0 295 0 9 0 0 0 0 200 178 0 0 0 1832 0 50 2564 08:30 0 71 0 l 0 0 0 0 54 34 0 0 0 514 0 8 682 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 57 26 0 0 0 430 0 22 603 Hr Total 0 282 0 5 0 0 0 0 221 113 0 0 0 1957 0 52 2630 ---------- * 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 0 97 0 4 0 0 0 0 37 65 0 0 0 282 0 25 510 16:15 0 97 0 3 0 0 0 0 43 63 0 0 0 317 0 32 555 Hr Total 0 194 0 7 0 0 0 0 80 128 0 0 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 29 568 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 0 0 0 0 45 59 0 0 0 307 0 19 536 Hr Total 0 474 0 17 0 0 0 0 173 250 0 0 0 1187 0 90 2191 17:30 0 105 0 2 0 0 0 0 56 57 0 0 0 358 0 33 611 17:45 0 107 0 5 0 0 0 0 46 77 0 0 0 356 0 31 622 Hr Total 0 212 0 7 0 0 0 0 102 134 0 0 0 714 0 64 1233 ------------------------------------------------------------------------------------------------------------------------------------ *TOTAL* 0 1457 0 45 1 0 0 0 0 1 776 803 0 0 I 0 6289 0 313 1 9683 Traffic Survey Specialists, Inc SW 8TH STREET & SW 3RD AVENUE 624 Gardenia Terrace Site Code : 00140109 MIAMI, FLORIDA Delray Beach, Florida 33444 Start Date: 05/28/14 COUNTED BY: WAYNE ASSAM Phone (561) 272-3255 File I.D. 8STR_3AV SIGNALIZED Page 2 ALL VEHICLES ------------------------------------------------------------------------------------------------------------------------------------- SW 3RD AVENUE ISW 8TH STREET ISW 3RD AVENUE ISW 8TH STREET I From North (From East (From South (From West I I Right Thru UTurn Left I I Right I Thru UTurn Left I Right Thru UTurn Left I 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 1 08:00 1 08:00 1 08:00 I Volume 0 304 0 6 I 0 0 0 0 222 160 0 0 I 0 2010 0 47 Percent 0% 98% 0% 2% I 096 0% 0% 0% I 58% 42% 0% 0% 0% 98% 0% 2% I Pk total 310 I 0 I 382 2057 Highest 08:15 I 07:30 I 08:15 I 08:30 Volume 0 78 0 4 0 0 0 0 I 64 52 0 0 I 0 514 0 8 Hi total 82 0 I 116 I 522 PHF .95 .0 j .82 .99 SW 3RD AVENUE 11 SW 8TH STREET 0 0 0 0 47 47 2,010 2,010 0 0 0 • 304 • 6 47 160 0 0 304 6 207 310 517 ( - 2,057 2,057 686 0 0 304 0 304 0 • ALL VEHICLES 0 0 0 2,238 0 Intersection Total 6 2,749 2,238 2,010 222 SW 8TH STREET 107 I I SW 3RD AVENUE 382 - 160 160 222 222 Traffic Survey Specialists, Inc SW 8TH STREET & SW 3RD AVENUE 624 Gardenia Terrace Site Code : 00140109 MIAMI, FLORIDA Delray Beach, Florida 33444 Start Date: 05/28/14 COUNTED BY: WAYNE ASSAM Phone (561) 272-3255 File I.D. 8STR_3AV SIGNALIZED Page 3 ALL VEHICLES ------------------------------------------------------------------------------------------------------------------------------------- SW 3RD AVENUE ISW 8TH STREET ISW 3RD AVENUE ISW 8TH STREET From North (From East (From South (From West I I Right Thru UTurn Left I I Right Thru I UTurn Left I Right Thru UTurn Left I 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 I 17:00 I 17:00 17:00 Volume 0 419 0 12 I 0 0 0 0 I 181 260 0 0 I 0 1327 0 106 Percent 0% 97% 0% 3% I 0% 0% 096 0% I 4196 59% 096 0% I 0% 93% 0% 796 I Pk total 431 1 0 1 441 1 1433 Highest 17:45 07:30 1 17:45 1 17:30 Volume 0 107 0 5 0 0 0 0 46 77 0 0 I 0 358 0 33 Hi total 112 0 123 391 PHF .96 .0 .90 .92 1 SW 3RD AVENUE11 0 • 419 • 12 106 260 0 0 419 12 366 431 797 0 SW 8TH STREET 0 0 ALL VEHICLES 0 0 0 0 0 0 106 106 0 1,433 1,520 0 1,327 1,327 1,433 Intersection Total 12 2,305 1,520 1,327 181 • 0 0 SW 8TH STREET 860 0 0 419 0 419 0 SW 3RD AVENUE 441 - 260 260 Traffic Survey Specialists, Inc SW STH STREET & SW 3RD AVENUE 624 Gardenia Terrace Site Code : 00140109 MIAMI, FLORIDA Delray Beach, Florida 33444 Start Date: 05/28/14 COUNTED BY: WAYNE ASSAM Phone (561) 272-3255 File I.D. 8STR 3AV SIGNALIZED Page 1 PEDESTRIANS -------- —----------------------- SW 3RD AVENUE ------------------------------------------------------------------------------------------ ISW 8TH STREET ISW 3RD AVENUE ISW 8TH STREET — ------- I From North (From East IFrom South (From West I Peds Right Thru Left Peds Right Thru I Left I Peds Right Thru Left Peds Right Thru Left I I Total Date 05/28/14 07:30 7 0 0 0 8 0 0 0 1 0 0 0 0 0 0 0 16 07:45 7 0 0 0 6 0 0 0 2 0 0 0 0 0 0 0 15 08:00 6 0 0 0 9 0 0 0 5 0 0 0 0 0 0 0 20 08:15 12 0 0 0 11 0 0 0 2 0 0 0 1 0 0 0 26 Hr Total 32 0 0 0 34 0 0 0 10 0 0 0 1 0 0 0 77 08:30 9 0 0 0 3 0 0 0 2 0 0 0 0 0 0 0 14 08:45 11 0 0 0 7 0 0 0 9 0 0 0 0 0 0 0 27 09:00 10 0 0 0 6 0 0 0 6 0 0 0 2 0 0 0 24 09:15 16 0 0 0 8 0 0 0 5 0 0 0 0 0 0 0 29 Hr Total 46 0 0 0 24 0 0 0 22 0 0 0 2 0 0 0 94 ---------- * 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 5 0 0 o I 0 0 0 0 5 0 0 0 0 0 0 0 10 16:15 6 0 0 0 9 0 0 0 4 0 0 0 0 0 0 0 19 Hr Total 11 0 0 0 9 0 0 0 9 0 0 0 0 0 0 0 29 16:30 12 0 0 0( 8 0 0 0 4 0 0 0 0 0 0 0 24 16:45 4 0 0 0 3 0 0 0 1 0 0 0 0 0 0 0 8 17:00 15 0 0 0 6 0 0 0 7 0 0 0 3 0 0 0 31 17:15 19 0 0 0 3 0 0 0 2 0 0 0 1 0 0 0 25 Hr Total 50 0 0 0 20 0 0 0 14 0 0 0 4 0 0 0 88 17:30 12 0 0 0 7 0 0 0 4 0 0 0 2 0 0 0 25 17:45 9 0 0 0 3 0 0 0 8 0 0 0 0 0 0 0 20 Hr Total 21 0 0 0 10 0 0 0 12 0 0 0 2 0 0 0 45 ------------------------------------------------------------------------------------------------------------------------------------ *TOTAL* 160 0 0 0 I 97 0 0 0 I 67 0 0 0 I 9 0 0 0 I 333 5� I I � I A. 2� �-7 n raHe i110.YU11 �(-La�(i�iG�, za 14 �cdEona$ w '2 5-r- �7 Traffic Survey Specialists, Inc SW 8TH STREET & SW 2ND AVENUE 624 Gardenia Terrace Site Code : 00140109 MIAMI, FLORIDA Delray Beach, Florida 33444 Start Date: 05/29/14 COUNTED BY: ISIDRO GONZALEZ Phone (561) 272-3255 File I.D. 8STR_2AV SIGNALIZED Page 1 ALL VEHICLES ------------------------------------------------------------------------------------------------------------------------------------- SW 2ND AVENUE ISW 8TH STREET ISW 2ND AVENUE ISW 8TH STREET From North (From East (From South (From West Right Thru UTurn Left I I Right Thru UTurn Left I I Right Thru UTurn Left Right Thru UTurn Left 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 0 0 0 0 20 140 0 0 53 367 0 91 728 08:00 0 45 0 27 0 0 0 0 15 162 0 0 49 352 0 67 717 08:15 0 43 0 41 0 0 0 0 29 157 0 0 58 397 0 73 798 Hr Total 0 162 0 110 0 0 0 0 77 597 0 0 222 1426 0 292 2886 06:30 0 52 0 36 0 0 0 0 17 172 0 0 49 420 0 58 804 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 12 115 0 0 76 342 0 57 688 Hr Total 0 218 1 156 0 0 0 0 78 592 0 0 252 1597 0 253 3147 ---- — — -- * 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 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 68 229 0 58 587 Hr Total 0 155 1 63 0 0 0 0 31 265 0 0 145 444 0 106 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 0 0 0 0 18 125 0 0 68 241 0 42 614 17:15 0 106 0 41 0 0 0 0 25 136 0 0 74 218 0 49 649 Hr Total 0 326 1 136 0 0 0 0 83 519 0 0 281 908 0 214 2468 17:30 0 99 0 43 0 0 0 0 12 117 1 0 70 260 0 48 650 17:45 0 80 0 29 0 0 0 0 17 128 0 0 81 261 0 73 669 Hr Total 0 179 0 72 0 0 0 0 29 245 1 0 151 521 0 121 1319 *TOTAL* 0 1040 3 537 I 0 0 0 0 I 298 2218 1 0 I 1051 4896 0 986 I 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 Site Code : 00140109 Start Date: 05/29/14 File I.D. 8STR 2AV Page 2 SW 8TH STREET 0 0 0 0 ALL VEHICLES 269 269 ------------------------------------------------------------------------------------------------------------------------------------- SW 2ND AVENUE 1,652 ISW 8TH STREET ISW 2ND AVENUE ISW 8TH STREET 234 From North 234 IFrom East IFrom South IFrom West Right Thru UTurn Left I Right Thru UTurn Left I Right Thru UTurn Left I 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% 4396 0% 0% 096 0% 13% 87% 0% 0% 11% 77% 0% 12% Pk total 373 0 729 2155 Highest 08:45 07:30 1 08:30 08:45 Volume 0 56 0 49 0 0 0 0 1 17 172 0 0 60 451 0 62 Hi total 105 0 1 189 573 PHF .89 .0 1 .96 .94 SW 2ND AVENUE 11 SW 8TH STREET 0 0 0 0 269 269 1,652 1,652 234 234 H 212 161 269 634 0 0 212 161 903 ( 373 1 1,276 2,155 2,155 1,175 f 0 0 212 234 446 0 SW 2ND AVENUE • ALL VEHICLES 0 0 0 1,908 0 Intersection Total 161 3,257 1,908 1,652 95 SW 8TH STREET Ce, 0 I 729 - 634 634 9 9 Traffic Survey Specialists, Inc SW 8TH STREET & SW 2ND AVENUE 624 Gardenia Terrace Site Code : 00140109 MIAMI, FLORIDA Delray Beach, Florida 33444 Start Date: 05/29/14 COUNTED BY: ISIDRO GONZALEZ Phone (561) 272-3255 File I.D. 8STR_2AV SIGNALIZED Page 3 ALL VEHICLES ------------------------------------------------------------------------------------------------------------------------------------- SW 2ND AVENUE ISW 8TH STREET ISW 2ND AVENUE ISW 8TH STREET From North IFrom East iFrom 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 05/29/14 - ----------- Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 05/29/14 Peak start 17:00 1 17:00 1 17:00 1 17:00 1 Volume 0 372 0 146 1 0 0 0 0 1 72 506 1 0 1 293 980 0 212 Percent 0% 72% 0% 28% 096 0% 0% 096 1 1296 87% 0% 0% 20% 66% 0% 14% Pk total 518 1 0 1 579 1 1485 1 Highest 17:15 1 07:30 1 17:15 1 17:45 1 Volume 0 106 0 41 1 0 0 0 0 1 25 136 0 0 1 81 261 0 73 Hi total 147 0 161 415 PHF .88 .0 .90 .89 1 SW 2ND AVENUE 11 SW 8TH STREET 0 • 372 146 212 506 0 0 372 146 718 518 1,236 - 1 0 1 0 • 212 212 1,486 980 980 1,485 293 293 1,244 0 1 372 293 665 1 SW 2ND AVENUE • ALL VEHICLES 0 0 0 1,198 0 I I I Intersection Total 146 2,582 1,198 980 72 SW 8TH STREET 579 - 506 506 7 7 Traffic Survey Specialists, Inc. SW 8TH STREET & SW 2ND AVENUE 624 Gardenia Terrace Site Code : 00140109 MIAMI, FLORIDA Delray Beach, Florida 33444 Start Date: 05/29/14 COUNTED BY: ISIDRO GONZALEZ Phone (561) 272-3255 File I.D. 8STR_2AV SIGNALIZED Page 1 PEDESTRIANS ------------------------------------------------------------------------------------------------------------------------------------ SW 2ND AVENUE ISW 8TH STREET ISW 2ND AVENUE ISW 8TH STREET From North iFrom East IFrom South IFrom West Peds Right Thru Left I Peds Right Thru Left I Peds Right Thru Left I Peds Right Thru Left I Total Date 05/29/14 ------ -- 07:30 5 0 0 0 3 0 0 0 4 0 0 0 2 0 0 0 14 07:45 11 0 0 0 1 0 0 0 0 0 0 0 9 0 0 0 21 08:00 11 0 0 0 4 0 0 0 2 0 0 0 7 0 0 0 24 08.15 10 0 0 0 3 0 0 0 4 0 0 0 1 0 0 0 18 Hr Total 37 0 0 0 11 0 0 0 10 0 0 0 19 0 0 0 77 08:30 12 0 0 0 1 0 0 0 6 0 0 0 2 0 0 0 21 08:45 6 0 0 0 2 0 0 0 2 0 0 0 7 0 0 0 17 09:00 3 0 0 0 4 0 0 0 11 0 0 0 11 0 0 0 29 09:15 10 0 0 0 2 0 0 0 9 0 0 0 2 0 0 0 23 Hr Total 31 0 0 0 9 0 0 0 28 0 0 0 22 0 0 0 90 - -- * 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 15 0 0 0 5 0 0 0 8 0 0 0 5 0 0 0 33 16:15 16 0 0 0 8 0 0 0 1 0 0 0 4 0 0 0 29 Hr Total 31 0 0 0 13 0 0 0 9 0 0 0 9 0 0 0 62 16:30 12 0 0 0 5 0 0 0 9 0 0 0 11 0 0 0 37 16:45 14 0 0 0 9 0 0 0 13 0 0 0 16 0 0 0 52 17:00 7 0 0 0 12 0 0 0 8 0 0 0 3 0 0 0 30 17:15 7 0 0 0 5 0 0 0 12 0 0 0 6 0 0 0 30 Hr Total 40 0 0 0 31 0 0 0 42 0 0 0 36 0 0 0 149 17:30 21 0 0 0 4 0 0 0 8 0 0 0 13 0 0 0 46 17:45 18 0 0 0 3 0 0 0 8 0 0 0 8 0 0 0 37 Hr Total 39 0 0 0( 7 0 0 0 16 0 0 0 21 0 0 0 83 ------------------------------------------------------------------------------------------------------------------------------------ *TOTAL* 178 0 0 0 1 71 0 0 0 I 105 0 0 0 1 107 0 0 0 I 461 N 3 S -r N v iFLZik-dq. a� 2g 2 �4 clkwv\ 6�'. Lk'ks halo �ti no Si�naGze.� �re1[s -COL 11g8 sw � sT- Traffic Survey Specialists, Inc. 624 Gardenia Terrace Delray Beach, Florida 33444 Phone (561) 272-3255 G.1r:-:�S;- Or= &(-(- (ZAA-1es 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 ******************************************************************************* G.1r:-:�S;- Or= &(-(- (ZAA-1es 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 D0529010.PRN Station 000000052712 Identification 000058410116 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 8 St Between SW 4 Ave & SW 3 Ave ******************************************************************************* May 29 ------------------------------------------------------------------------------- Eastbound Volume End Time 00 01 02 03 04 05 06 07 08 09 10 11 -------- ---- 15 166 ---- 98 ---- ---- 57 56 ---- 44 ---- ---- ---- 91 285 543 ---- 716 ---- 728 ---- 597 ---- 499 30 165 83 52 34 54 105 377 598 789 660 570 530 45 124 69 40 48 50 191 511 678 760 634 533 527 00 108 61 39 48 70 246 535 743 761 596 563 509 -------- ---- Hr Total 563 ---- 311 ---- ---- 188 186 ---- 218 ---- ---- ---- 633 1708 2562 ---- 3026 ---- 2618 ---- 2263 ---- 2065 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 22 23 -------- ---- 15 494 ---- 611 ---- ---- 600 561 ---- 530 ---- ---- ---- 564 564 580 ---- 453 ---- 359 ---- 323 ---- 261 30 498 558 586 639 572 494 578 529 430 372 341 252 45 550 605 589 573 507 558 612 495 417 352 333 205 00 588 530 614 553 536 584 597 477 418 383 282 214 -------- ---- Hr Total 2130 ---- 2304 ---- ---- 2389 2326 ---- 2145 ---- ---- ---- 2200 2351 2081 ---- 1718 ---- 1466 ---- 1279 ---- 932 ------------------------------------------------------------------------------- 24 Hour Total 39662 AM peak hour begins 08:15 AM peak volume 3038 Peak hour factor 0.96 PM peak hour begins 14:30 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 D0529012.PRN Station 000000052713 Identification 009600650020 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 8 St Between SW 3 Ave & SW 2 Ave ******************************************************************************* May 29 Eastbound Volume ------------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 09 10 11 -------- ---- 15 113 ---- 60 ---- ---- 42 27 ---- 27 ---- ---- ---- 57 160 340 ---- 445 ---- 506 ---- 399 ---- 312 30 100 40 31 25 35 66 232 352 494 440 410 338 45 85 55 29 25 39 86 306 412 519 427 360 337 00 71 54 28 29 48 109 335 455 491 401 392 343 -------- ---- Hr Total 369 ---- 209 ---- ---- 130 106 ---- 149 ---- ---- ---- 318 1033 1559 ---- 1949 ---- 1774 ---- 1561 ---- 1330 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 22 23 -------- ---- 15 104 ---- 267 ---- ---- 367 327 ---- 303 ---- ---- ---- 333 166 349 ---- 301 ---- 252 ---- 199 ---- 137 30 174 345 345 334 330 312 352 322 242 225 206 126 45 323 376 357 314 313 350 360 318 278 221 213 114 00 198 353 372 317 355 376 325 281 267 237 191 112 -------- ---- Hr Total 799 ---- 1341 ---- ---- 1441 1292 ---- 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 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 Southbound Volume for Lane 1 ------------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 09 10 11 -------- ---- 15 41 ---- 28 ---- ---- 15 19 ---- 13 ---- 18 ---- ---- 40 102 ---- 99 ---- 134 ---- 138 ---- 116 30 33 17 7 9 14 25 48 125 106 140 137 127 45 24 18 10 5 10 43 79 97 109 144 108 105 00 16 22 14 13 15 37 97 95 141 117 116 119 -------- ---- Hr Total 114 ---- 85 ---- ---- 46 46 ---- 52 ---- 123 ---- ---- 264 419 ---- 455 ---- 535 ---- 499 ---- 467 ------------------------------------------------------------------------------- End Time 12 13 14 15 16 17 18 19 20 21 22 23 -------- ---- 15 100 ---- 150 ---- ---- 131 142 ---- 167 ---- 164 ---- ---- 187 147 ---- 101 ---- 84 ---- 77 ---- 57 30 98 136 123 131 139 187 202 140 76 85 81 59 45 133 152 132 140 152 178 156 113 85 101 69 44 00 147 139 131 130 131 172 144 112 87 75 51 35 -------- ---- Hr Total 478 ---- 577 ---- ---- 517 543 ---- 589 ---- 701 ---- ---- 689 512 ---- 349 ---- 345 ---- 278 ---- 195 ------------------------------------------------------------------------------- 24 Hour Total 8878 AM peak hour begins 08:45 AM peak volume 559 Peak hour factor 0.97 PM peak hour begins 17:30 PM peak volume 739 Peak hour factor 0.91 ******************************************************************************* May 29 Northbound Volume for Lane 2 ------------------------------------------------------------------------------- End Time 00 01 02 03 04 05 06 07 08 09 10 11 -------- ---- 15 53 ---- 31 ---- ---- 18 15 ---- 9 ---- 14 ---- ---- 40 88 ---- 165 ---- 174 ---- 118 ---- 117 30 48 17 16 10 6 16 36 111 185 124 106 125 45 32 24 20 3 16 25 66 137 169 130 117 122 00 37 17 12 22 10 24 79 157 179 124 115 136 -------- ---- Hr Total 170 ---- 89 ---- ---- 66 50 ---- 41 ---- 79 ---- ---- 221 493 ---- 698 ---- 552 ---- 456 ---- 500 ------------------------------------------------------------------------------- End Time 12 -------- ---- 13 ---- 14 15 16 17 18 19 20 21 22 23 15 122 123 ---- ---- 127 113 ---- 153 ---- 139 ---- ---- 172 128 ---- 116 ---- 88 ---- 91 ---- 80 30 121 135 134 158 127 152 148 148 99 108 80 56 45 147 136 129 130 161 136 148 108 77 92 70 65 00 130 149 118 131 136 150 148 123 85 75 77 59 -------- ---- Hr Total 520 ------------------------------------------------------------------------------- ---- 543 ---- ---- 508 532 ---- 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 May 29 Total Volume for All Lanes End Time Volume Report with 24 Hour Totals Page 2 ******************************************************************************** 04 Data File D0529030.PRN 07 08 Station 000000052714 11 -------- 15 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 84 ******************************************************************************* 291 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 ; Project B -No. ; Scope Dist.; Total Cost ; Total Funds Streets & Sidewalks Health District Riverwalk B-30784 Construction will include but not limited to -,l $ 961,000 $ 961,000 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 Streets & Sidewalks NW 36 Avenue 15 to 16 B-30785 Milling and resurfacing with minor drainage 1 $ 50,000 $ 50,000 Street Drainage improvements Im rovements - D1 Streets & Sidewalks NW 43 Avenue between 9 B-30786 M&R 1 $ 78,224 $ 78,224 to 11 Street Roadway Im rovements - D1 Streets & Sidewalks NW 32 Ct & NW 32 Place B-30787 Milling and resurfacing; repair pot holes (NW 32 1 $ 303,375 $ 303,375 Milling and Resurfacing - Ct - 180 LF & NW 32nd Place - 150 LF D1 Streets & Sidewalks NW 16 Ave and 14 Ter and B-30788 Full reconstruction at 2 intersections 1 $ 57,618 $ NW 16 Ave and 15 St -D1 Streets & Sidewalks NW 20th Street from 7th B-30789 Milling and Resurfacing, ADA Ramps and --1 $ 500,000 $ - Avenue to 20th. Avenue........ Strippinq. ........ Streets & Sidewalks Available to USE - Di B-30790 Milling and resurfacing and miscellaneous road 1 $ 303,375 $ reconstruction, ADA improvement. Streets & Sidewalks 18th Avenue from SW B-30803 Milling and resurfacing; Minor drainage; 4� $ 137,000 $ 97,000 ISW 23rd Street to SW 23rd Replacement of broken concrete curb and Terrace - D4 putter: ADA ramps where applicable Disaster Recovery 113rickell Area Shared Use B -30822T Installation of new landscaping and irrigation 2 $ 85,930 $ 85,930 Path and Roadway along the median within the Brickell Ave Improvements - Tree improvements C o. mpo n e nt .D..2... .................. .. .......... Parks and Biscayne Bay Spoil Island B B-30825 15' x 15' elevated Tikki but observation deck 2 $ 17,500 $ 17,500 Recreation Public Shelter - D2 with ADA ramp ......... Parks and Biscayne Bay Spoil Island E B -30825A Design and installation of picnic tables, benches .. ........ .......... 2 $ 8,250 $ 8,250 Recreation Picnic Tables, Benches & and tiki umbrellas in spoil island "E" and spoil Umbrellas - D2 island "C" Parks and Biscayne Bay Spoil Island E B-308258 Design and construction of public trail for 2 $ 8,250 $ 8,250 Recreation Public Trail - D2 swimming and snorkeling in spoil island "E". Note 080613- Additional scope of work was requested by JRodriguez to incorporate original Parks and Lincoln Park Improvements B -3M6 Artificial grass and minimal lawn sprinklers at 2 $ 80,000 $ 80,000 Recreation - D2 Lincoln Park. Streets & Sidewalks South Grove Phase 1 B-30827 Milling and Resurfacing, swale and spot 2 $ 286,830 $ 286,830 Roadway and Drainage drainage improvements. Im rovements - D2 Streets & Sidewalks US1 Landscaping between B-30830 Landscaping replacement along segment 1 of 2 $ 55,000 $ 55,000 17 Ave and Viscaya - D2 the US -1 pink wall. Parks and Douglas Park ADA B-30832 ADA improvements to the restrooms. 2 $ 133,474 $ 133,474 Recreation Improvement (restrooms) - CD Prosect 91-03279 Streets & Sidewalks ISW 1st Ave between SW B-30833 Curb replacement, ADA ramp improvements, 1,2,3,4, $ 775,600 15th and SW 7th Street millin & resurfacino 5 Public Facilities Dinner Key Dredging - B-30834 Engineering design, construction drawings, 2 $ 308,375 $ Spoil Island C Floating construction services administration and Dock Repair 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 Streets & Sidewalks South Grove Phase 2 B-30835 Milling and Resurfacing, Swale and Spot 2 $ 492,000 $ 492,000 Roadway and Drainage Drainage Improvements Im rovements - D2 Streets & Sidewalks South Grove Phase 3 B-30836 Milling and Resurfacing, swale and spot 2 $ 1,231,787 $ 1,231,787 Roadway and Drainage drainage improvements Im rovements - D2 Streets & Sidewalks South Miami Avenue - SE B-30837 Roadway Traffic Circle Design and Construction 2 $ 771,545 $ 771,545 6th and 5th Street Traffic Modifications - D2 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 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). SW 3rd Avenue Road B -30031A Road improvements including, but not limited to Improvements Project 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. Shorecrest Roadway B -30035B The Scope of Work involves the construction of milling Milling & Resurfacing and resurfacing of the existing asphalt pavement, the Project 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. Two -Way Traffic B-30740 Location is NW 1st street from NW 6th Avenue to NW Conversion on NW 1 South River Drive Street - D3 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. Fund Allocation M 228,000 200,143 154,995 137,532 1,313,678 8,970 US1 Roadway B -30542A Phase II of removing existing "pink wall" along US -1 2,671,423 Improvements and from 19th Avenue to 17th Avenue. Replace with a Wall Replacement "Post & Panel" pre -cast concrete barrier wall from 19th Phase II Avenue to 17th Avenue. Scope includes landscaping, trellis installation, and uplighting. Virginia Street between B-30734 Lighting Improvements and Miscellaneous roadway 258,658 Bird Avenue and US1 improvements and Misc. Grove Street Sidewalks & Lighting - D2 343 - MASTER TRANSIT 231 FDOT's Five Year Work Program Bum of Ee[ima[etl BO Name It.. Description SR 9/NW 27 AVENUE AT NW 7 STREET SR 9/NW 2] AVENUE FROM S OF SR 934/NW 79 ST TO N OF SR 932/NW 103 BT SR 9;NW 27 AVENUE OVER MIAMI RIVER BRI OGES 8]0]31 & 870753 SR 9/NW/SW/27 AVENUE FROM SW 107H STREET TO NW 1 ST STREET ER90/SW 7 STEW B ET FROM BRICKELLAVENUETO SR9/SW 27AVENUE SR 90 /SW 8 & BM/ 7 STAT SW 4 AVENUE ANO AT SW 3 AVENUE ER 90/SW B STREET FROM SN 397HAVENUE TO WEFT OF SW 33RD AVENUE SR 99/SW B STREET TRAFFIC SIGNAL UPDATE PILOT PROJECT SR 90/SW 8TH STREETAT EW 57TH AVENUE ER 90/TAMIAM1 TRAIL FM 13.1 MI E.OF COLLIER CL TO 11.BM W. OF I62OME AVE SR 90? MIAMI TRAIL FROM MP 14.938 TO MP 1 ].239 SR 90/TAMIAMI TRAIL FROM WOE LOOP ROAD TO W OF EVERGLADES PRESV. SR 91TAMIAMI TRAIL MOWING CONTRACT FROM SW 67 AVE TO COUNTVLINE SR90/US41/SW 85f FROM ER997/IOROMEAVENUETOSW 122AVENUE SR 90/US 41/SW 8 ST FROM EW 74 AVENUE TO SR 9/SW 27 AVENUE ER 907/ALTON ROAD AT DACE BLVD. BRIDGE # 870555 OVER COLLINS GANAL SR 907/ACTON ROAD AT MICHIGAN AVENUE SR 907/ACTON ROAD FROM 5TH STREET TO MICHIGANAVENUE SR 90]/ALTON ROAD FROM MICHIGAN AVENUE TO S OF EO SULLIVAN O W43 ST ER 907/ALTON ROAD FROM S. OF 43RD STREET TO E. OF ALLISON ROAD SR 91/FL TURNPIKE SB TO ER 9NI-95 SB EXPRESS LN FLVOVER(TPK CONI SR 915/NE 6 AVENUE FROM NE 171 STREET TO BE 183 STREET ER 916/NE 135 STREET AT SR 915/NE 6 AVENUE ANDAT ER 909M DIXIE MNY. SR 914/NE 135 STREET FROM MP 19.12 TO MP 10.14 (OVERARCH CREEK) ER 914/NW 135 ST AT NW 17 AVENUE ER 916/NW/NE 135 ET FROM NW 6 AVENUE TO ER 5/BIECAVNE BLVD. SR 922/NE 123RD ST. FROM W. OF N. BAVSHORE ORT. E OF N. SAVSH.RE OR. SR 922/NE 125 STREET - DOW -OWN NORTH MIAMI PEDESTRIAN ENHANCEMENT ER 922/NW 125 STREET FROM NW 6 COURT TO NW 6 AVENUE SR 93/I-]5 IXPR. LANES INCIDENT MANAGEMENT/ROAD RANGER SERVICE PATROLS SR 93/I-75 EXPRESS LANES FHP ENHANCED ENFORCEMENT SR 935 EXPRESS LANES INCIDENT MANAGM W/ROAD RANGER SERVICE PATROLS SR 93/I-]5 EXPRESS LANES ITS MA-ENANCE OF TOLLING EOUI PM ENT ER 93/1-75 FROM NW 148 STREET TO N SR 93/1-75 FROM NW 162 STREET TO N ER 93/1-75 FROM NW 178 STREET TO NW 292 STREET SR 93/1-75 FROM S. OF NW 170 STREET TO MIAMI -RADE COUNTY LINE SR 93/I-]5 ML SYSTEM FR S. OF HEFT INTCH. 70 MIAMI/DADE COUNTYLINE It.. Wort Mix Descnom 033491-1 INTERSECTI ON IMPROVEMENT 429185-1 RESURFACING 11ase fit 5A 11ase Description B.E. Cabpory CO NST SUP CONSULTANT 55150200 088]18 CONST CONTRACT BONUS 55150200 088]9] Cabpory Description CO NSTRUCTINSPECTCONSULT RESURFACING 435537-1 BRIDGE-REPAIR/REHABILITATION 433283-1 INTERSECTION IMPROVEMENT 32 52 SA BE CONSULTANT 55100100 088849 CONSTCONTRACT 55150200 088795 CONSTCONTRACT BONUS 55150200 088]9] PRELIMINARY ENGR CONSULT HIWAV SAFETY CONSTR/GRANTS RESURFACING 432539-6 PC0STUDY fit 22 CONST SUP CONSULTANT 55150200 088]18 PDM CON SULTANT 55100100 088849 CONSTRUCT INSPECT CONSULT PRELIMINARY ENGR CONSULT 429037-1 INTERSECTION IMPROVEMENT 32 42 BE CONSULTANT 55100100088849 ROW CONSULTANT 55100100 088853 PRELIMINARYENGRCONSULT RIGHT SUPPORT 43 4B ROW PURCHASE 55100100088]]] ROW SERVICES 55100100 088853 -OF -WAV RIGHT -OF -WAV UA ACO RIGHT SUPPORT 433255.1 INTERSECTION IMPROVEMENT 52 fit CO -CONTRACT 55150200 088]98 CONST SUP CONSULTANT 55100100 088849 -OF -WAV HIWAV SAFETY CONETR/GRANTE PRELIM INARYENGRCONSULT 435311-1 INTERSECTION IMPROVEMENT 32PE 55150200 088718 CONSULTANT 55100100 088849 CONSTRUCT INSPECT CONSULT PRELIMINARY ENGR CONSULT 335,950 144,841 144,841 52 fit CO -CONTRACT 55150200088795 CONST SUP CONSULTANT 55100100 0BBB49 HIWAV SAFETY CONST -RANTS PRELIM INARYENGRCONSULT 433451-1 INTERSECTION IMPROVEMENT 52 55150200 088718 CONSTCONTRACT 55150200 088795 CO NSTRUCTINSPECTCONSULT HIWAV SAFETY CONSTWGRA-S fit CONST SUP CONSULTANT 55100100 088849 55150200 0:871: PRELIM INAWENGRCONSULT CO NSTRUCTINSPECTCONSULT 4355031 TRAFFICEIGNALUPDATE fit CONST SUP CONSULTANT 55150200 088718 CONSTRUCTINSPECTCONSULT 92 CAPITALCONSULTANT 55150200 088855 TRAFFICENGRCONSULTA-S 434]]21 INTERSECTION IMPROVEMENT 52 fit 0 NSTCONTRACT 55150200088795 CONST SUP CONSULTANT 55100100 088849 HIWAV SAFETY CONST -RANTS PRELIM INAWENGRCONSULT 4055332 RESURFACING 52 55150200 088718 CONSTCONTRACT 55150200 088]9] CONSTRUCT INSPECTCONSULT RESURFACING fit CONST SUP CONSULTANT 55100100 088849 55150200 088]18 PRELIM INARYENGRCONSULT CONSTRUCT INSPECT CONSULT 4349221 NEW BRIDGE- NO ADDED CAPACITY 32PE CONSULTANT 55100100 OBBB49 PRE -IM I NARY ENGR CONSULT 52 CONSTCONTRACT 55150200 088716I IN RASTATEHIGHWAVCONSTR SA fit CO -CONTRACT BONUS 55150200088715 CONST SUP CONSULTANT 55100100 0:8%49 55150200 088718 INTRASTATE HIGHWAY CONSTR PRELIM INARYENGRCONSULT CONSTRUCT INSPECT CONSULT 4291522 RESURFACING 32PE 52 fit CONSULTANT 55100100 088849 0 -CONTRACT 55150200 088797 CONST SUP CONSULTANT 55100100 0%%%49 PRELIMINARY ENGR CONSULT RESURFACING PRELIM INARYENGRCONSULT 430088-1 ROUTINEMA-ENANCE 72 55150200 088718 MAN T CONSULTA- 55150200 088]12 CO NSTRUCTINSPECTCONSULT HI GHWAV MAINTENANCE CONTR 430088-2 ROUTINE MAW NANCE 4348454 PD&E/EMO STUDY 434845-6 PD&E/EMO STUDY 72MAINT 22 22 CONSULTA- 55150200 088712 PDM CONSULTANT 55100100 088849 PDM CONSULTANT 55100100 OBBB49 HI GHWAV MAINTENANCE CONTR PRELIMINARY ENGR CONSULT PRELIMINARY ENGR CONSULT 435535-1 BRIDGE-REPAIR/REHABILITATION 32PE 52 fit CONSULTANT 55100100 088849 CONETCONTRACT 55150200 088799 CONST SUP CONSULTANT 55100100 0:BB49 PRELIMINARY ENGRCONSULT BRIDGE CONST RUCTION PRELIM INARYENGRCONSULT 4291932 INTERSECTION IMPROVEMENT 52 55150200 088718 CONSTCONTRACT 55150200 088795 CO NSTRUCTINSPECTCONSULT HIWAV SAFETY CONSTWGRANTE SA fit CONSTCONTRACT BONUS 55150200088795 CONST SUP CONSULTANT 55100100 088849 HIWAV SAFETY CONSTR/GRA-S PRELIM INAWENGRCONSULT 249911-1 FLIXIBLE PAVEMENT RECONSTRUCT. SA 55150200 088718 CONSTCONTRACT BONUS 55150200 088]9] CONSTRUCT INSPECTCONSULT RESURFACING 0291931 FLIXIBLE PAVEMENTRECONSTRUCT. 52 CONSTCONTRACT 55150200 088797 RESURFACING SA CONSTCONTRACT BONUS 55150200 088797 RESURFACING fit CONST SUP CONSULTANT 55100100 O%%B49 55150200 088]18 PRELIM INARYENGRCONSULT CONSTRUCT INSPECT CONSULT 4304441 FLEXIBLE PAVEMENT RECONSTRUCT. 43RD PURCHASE 55100100 088777 RIGHT -OF -WAV LANDACO 48 ROW SERVICES 55100100 088853 RIGHT-OF-WAY SUPPORT 52 CONST CONTRACT 55150200 0:87718 088]9] INTRASTATE HIGHWAY CONSTR RESURFACING 62 CONST SUP CONSULTANT 55100100 088849 55150200 088718 PRELIM INARYENGRCONSULT CONSTRUCT INSPECT CONSULT 428358-6 INTERCHANGERAMP(NEYV) 32 PE CONSULTANT 55100100 OBBB49 PRE -IM I NARY ENGR CONSULT 022520-2 LANDSCAPING 52 CONSTCONTRACT 55150200 088716 INTRASTATE HIGHWAY CONETR fit CONST SUP CONSULTANT 55100100 088849 55150200 088]1: PRELIM INARYENGRCONSULT CO NSTRUCTINSPECTCONSULT 429346-2 INTERSECTION IMPROVEMENT 52 CONSTCONTRACT 55150200 0:8795 HIWAV SAFETY CONSTWGRANTS fit CONST SUP CONSULTANT 55100100 OBBB49 55150200 08871% PRELIM INAWENGRCONSULT CONSTRUCT INSPECT CONSULT 435501.1 DRAINAGE IMPROVEMENTS 52 CONSTCONTRACT 55150200 088715 INTRASTATE HIGHWAY CONETR fit CONST SUP CONSULTANT 55100100 O%%B49 55150200 088]18 PRELIM INARYENGRCONSULT CO NSTRUCTINSPECTCONEULT 4291453 INTERSECTION IMPROVEMENT 52 fit CONETCONTRACT 55150200 088795 CO NET SUP CONSULTANT 55150200 088718 HIWAV SAFETY CONSTR/GRANTS CONSTRUCT INSPECT CONSULT 429346-1 RESURFACING 52 CONSTCONTRACT 55150200 OBB797 RESURFACING 57 CONSTRALROAD 55150200 088]9] RESURFACING SA fit CONSTCONTRACT BONUS 55150200 088797 CONST SUP CONSULTANT 55100100 088849 RESURFACING PRELIM INARYENGRCONSULT 4311721 RESURFACING 52 fit 55150200 088718 CONST CONTRACT 55150200 088] 96 088]9] CONST SUP CONSULTANT 55100100 0:8%49 CO NSTRUCTINSPECTCONSULT HIWAV SAFETY CONSTR/ NTS RESURFACING PRELIM INARYENGRCONSULT 429751-2 SIDEWALK 035520.1 SIDEWALK %2 38 55150200 088718 CONST SUP CONSULTANT 55150200 088718 PE OTHERAGENCV 55100100 NSB CO NETRUCTINSPECTCONSULT CO NSTRUCTINSPECTCONSULT NOT STATE BUDGET 58 CONST OTHER AGENCY 55150200 088715 INTRASTATE HIGHWAY CONSTR fib NSB CONST SUP OTHERAGCV 55150200 088]18 N.TETATEBUBGET CONSTRUCT INSPECT CONSULT 4290221 INTERSECTION IMPROVEMENT 42 ROW CONSULTANT 55100100 088853 RIGHT -OF -WAV SUPPORT 43 ROW PURCHASE 55100100 0:8777 RIGHT -OF -WAV LANDACO 45 4B ROW RELOCATE 55100100 OBB777 ROW SERVICES 55100100 088853 RIGHT -OF -WAV LANDACO RIGHT -OF -WAV SUPPORT 52 CONETCONTRACT 55150200 088795 HWAYSAFETYCONSTR/GRA-S 4290222 INTERSECTION IMPROVEMENT 4352031 OTHEIRS fit 52 fit 82 CO NET SUP CONSULTANT 55150200 088718 CONSTCONTRACT 55150200 OBB794 CONST SUP CONSULTANT 55150200 088718 OPERATIONS CONSULT- 55150200 088855 CO NSTRUCTINSPECTCONEULT HIWAV SAFETY CONSTR/GRANTS CONSTRUCTINSPECTCONSULT TRAFFICENGRCONSULTA-S 43fi213�1 IH RITE 43:2101 OTHERITE 435204:1 OTHERITE 88 82 82 OP ERATIONSOTHRAGCV 55150200 088888 OPERATIONS CONSULT- 55150200 088855 OP ERATIONSCONSULT- 55150200 088855 TRAFFICENGRCONSULTA-S TRAFFICENGRCONEULTA-S TRAFFICENGRCONSULTA-S 435199.1 TECHNICALASSISTANCE 82 OPERATIONS CONSULT- 55150200 088855 TRAFFI C ENGR CONS -NITS 4290473 LANDSCAPING 32 PE CONSULTANT 55100100 088849 PRELIM I NARY ENGR CONSULT 52 fit CONSTCONTRACT 55150200 OBB714 CONST SUP CONSULTANT 55100100 OBBB49 INTRASTATE HIGHWAY CONETR PRELIM INAWENGRCONSULT 4290422 LANDSCAPING 32PE 55150200 08871% CONSULTANT 55100100 0BBB49 CONSTRUCT INSPECT CONSULT PRELIM I NARY ENGR CONSULT 52 CONSTCONTRACT 55150200 OBB714 INTRASTATE HIGHWAY CONETR fit CONST SUP CONSULTANT 55100100 OBBB49 55150200 08871% PRELIM INAWENGRCONSULT CONSTRUCT INSPECT CONSULT 4290471 LANDSCAPING 32PE CONSULTANT 55100100 088849 PRELIM I NARY ENGR CONSULT 52 CONSTCONTRACT 55150200 OBB714 INTRASTATE HIGHWAY CONETR 62 CONST SUP CONSULTANT 55100100 OBBB49 55150200 08871% PRELIM INARYENGRCONSULT CONSTRUCT INSPECT CONSULT 4307533 ADD SPECIAL USE WJE fit CO NET SUP CONSULTANT 55100100 088849 PRELIM I NARY ENGR CONSULT 421707E ADD SPECIAL USE LANE SA CONST CONTRACT BONUS 55150200 088716 INTRASTATE HIGHWAY CONSTR 505,535 10,2]9 41,089 175 009 1 ]5,000 11,593 11,593 1,539,525 1,539 525 199090 100,000 605,535 10,2]9 41,089 332,955 fi 14, 145 29,549 41,089 954,:51 32,3]9 114,]19114 332,955 954 Bfi1 32,3]9 719 514, 145 29549 41,OB0 359,720 3509,999 359 ]20 3,599,900 394,2]] 5,255 43,]48 394,2]7 5,255 43 748 %25,500 891,881 31,599 53,1%0 891,881 31599 53,180 %25,500 125,244,315 125,244,315 5,999,999 5,999,999 29],839 395,3]0 151 Ofi0 55,399 %09,550 1,232,499 29,999 4,895450 3,344,999 1,382,599 10,:55,250 29,999 4 B32,217 5],915 4,832,217 5],915 144,841 335,950 144,841 144,841 335,950 144,841 579,354 245,000 290,000 50,000 ]3],100 30,000 10,530 50,033 1,100,000 1,908,055 4,185 34,8]5 12],218 100,000 50,725 50,000 8,5]8,050 12,411,3]% 238,299 %,4:B 2755 258,437 35 9,549 0%4,715 fi4,1B% 123,249 13],943 21,050 4,53],8]1 15,999 199,999 ],925 57,020 70,:53 09,530 19,2]9 25,50% B,4:6 25,999 0,500 1,41],289 2,133,993 89,999 505,131 290,999 00, 551,120002 ]]5,025 %35,500 100,000 100,000 500,000 841,230 ]55 124,1%4 25000 155,000 144,841 144 841 245,900 290,999 9,999 55],928 55],928 28,359 28,359 199,42]1 00,42] ]3],190 39,999 10,539 50,933 1,199,900 1,998,955 90,900 B5 1344 ,8]5 22],218 110,]25 B,57B4O50 ]]5,025 110 B00 110,500 %3fi 500 200000 200000 346 15]3000 1,5]3, 000 3, 345 000 149,573 149573 900 2,93],999 2,03],9 45,350 45,35999 395,]99 395,]99 1,520,900 2,825,000 It.. Item Work Mix PM1aee Ph.. D B.E. Cah8 Category Beecription ear 2oifi _201] 2018 2019 2020 Grantl Total SR 997/KROME AVENUE FROM S1N 296 STREET TOS OF BW 232 STREET 997/K OM ES &REC 42]369-1 ADD LANES&RECONSTRUCT 43 RO 77 RON/PURCHASE 55100100 088]]] URC( AS RIGHT-OF-WAV LANDACp 15,28]]84 14 000 000 11 000 000 4028]]84 45 ROW RELOCATE 55100100 088]]] RIGHT-OF-WAV LANDACp 65,225 100000 100000 265225 46 4B NO UTILITY 55100100 088]]] ROW SERVICES 55100100 088853 RIGHT-OF-WAV LAND ACp RIGHT-CF-WAV SUPPORT SSB,Sfi4 2860,635 550000 250,000 556564 3660635 52 CONSTCONTRACT 55150200 088]16 INTRASTATE HIGHWAY CONSTR 37,881,614 37661614 SR 997/KROME AVENUE FROM SN 3125T/CAMPBELL DRTO SW 296 ST(TRUCKBVPS) 4055758 ADD LANES& REHABILITATE PVMNF fit 32 CONST SUP CONSULTANT 55150200 088718 PE CONSULTANT 55100100 088849 CONSTRUCT INSPECT CONSULT PRELIMINARY ENGR CONSULT 500,000 2,322,600 2322600 500,000 42 ROW CONSULTANT 55100100 088853 RIGHT-OF-WAV SUPPORT 40,000 7,741 4],]41 43 ROW PURCHASE 55100100 088777 RIGHT-OF-WAV LANDACQ 200,000 51,009 251,009 4B ROW SERVICES 55100100 088853 RIGHT-OF-WAY SUPPORT 2211 100,000 328,879 52 fit CONETCONTRACT 55150200 088716 CONST SUP CONSULTANT 55100100 088849 INTRASTATEHIGHVA CONETR PRELIM INARYENGRCONSULT 2,587,759 2,587,759 113,400 113,400 55150200 088718 CONSTRUCT INSPECTCONSULT 318,654 318,654 SR 9NI-95(WB)FROMNW103STREETTOBISCAVNERIVERCANAL 430]90-2 RI GIDPAVEMENTREHABILI LION 5A 0 NSTCONTRACT BONUS 55150200 088797 RESURFACING 260,000 260,000 SR9NI-95(S/B) FROM NW 103 STREETTO NORTHOF NW 119 STREET 430]90-1 RIGID PAVE M ENTREHABILITATION SA CONST CONTRACT BONUS 55150200 088797 RESURFACING 100,000 100,000 SR 9NI-95IXPRESS FHP ENHANCED ENFORCEMENT SR 9NI-95IXPRESS LANES ITS OPERATIONS CONSULTANT CONTRACT 4154568 OTHER ITS 415456-] TECHNICAL ASSISTANCE 88 82 OPERATIONS OTHRAGCV 55150200 088866 OPERATIONS CONSULTNT 55150200 088866 TRAFFIC ENGRCONSULTAWE TRAFFIC ENG,CONEULTANTS 3,380,000 600,000 3364000 3,350,000 600,000 1,200,000 3,350,000 13,444,000 SR 9NI-95 EXPRESS OPERATIONS & MAINTENANCE 4154563 OTHER ITS 82 OPERATIONS CONSULTW 55150200 088866 TRAFFIC ENGRCONSULTAWE 2,216,500 7111 100000 100000 100,000 3,234,500 4154564 OTHERITS 88 82 OPERATIONS OTHRAGCV 55150200 O388fifi OPERATIONS CONSULTNT 55150200 088866 TRAFFIC ENGRCONSULTANTS TRAFFIC ENGR CONSULTAWS 550,200 567,000 4,004,000 4,004,000 582000 4004000 1,699,200 12,012,000 43fi2o21 OTHERITS 82 OPERATIONS CONSULTNT 55150200 066666 TRAFFIC ENGR CONSULTANTS 637 SIC 656,000 675,000 1,96II SR9NI-95IXPRESS OPERATIONS MAINTENANCE INCIDENT MGMT/RD RANGERS 4346]6-1 OTHERITS 82 OPE RATIONS CONSULTW 55150200 066666 TRAFFICENGRCONSULTAWS 3900000 3,900,000 7,800,000 SR 9NI-95 FROMBISCAVNERVERCANALTONORTHOFRAMP87170353 SR 9NI-95 FROM BISCAVNERVERCANALTO SRBfiO/MIAMI GARDENDR 429301-1 RGIDRMVEMENTREHABILITATION 4283584 WIDEN/RESURFACEEXISTLANES 5A 32 CONST CONTRACTBONUS 55150200 066797 PE CONSULTANT 55100100 066649 RESURFACING PRELIMINARY ENGR CONSULT 180,000 180,000 2,2190,530 2,690530 SR 9NI-95 FROM N W. 155TH STREET TO N W. 170TH STREET 4234523 LANDSCAPING 32 PE CONSULTANT 55100100 088849 PRELIMINARY ENGR CONSULT 225,000 225,000 SR 9NI-95 FROM NW 170 IT- TO SNAKE CREEK CANAL 4339243 LANDSCAPING 52 fit CONSTCONTRACT 55150200 088716 CONST SUP CONSULTANT 55100100 088849 INTRASTATE HIGHWAY CONSTR PRELIM INARYENGRCONSULT 1,034,494 30,810 1,034,494 30,810 SR 9NI-95 FROM NW 39 STREET TO NW 79 STREET 4293003 RIGID PAVEMENT RECONSTRUCTION 32 55150200 088718 PE CONSULTANT 55100100 088849 CONSTRUCT INSPECT CONSULT PRELIMINARYENGRCONSULT 138,645 345,000 138,645 345,000 52 Sfi CONETCONTRACT 55150200 088797 CO NET UTILITY 55150200 088797 RESURFACING RESURFACING 48,438,000 66,000 48,438,000 66900 SA 0 NETCONTRACT BONUS 55150200 088797 RESURFACING 1,320,000 1,320,000 fit CONST SUP CONSULTANT 55100100 088849 PRELIM INARYENGRCONSULT 421,200 421,200 55150200 088]18 CONSTRUCT NSPECT CONSULT 6,191,640 1191,640 SR 9NI-95 FROMNW 79TH STREET TO NW 103RD STREET SR 9NI-95 FROM NW BSTREET TO NW 295TREET 429300-1 RGIDPAVEMENTREHABILITATION 429300-2 RIGID PAVEMENT RECONSTRUCTION 5A 32PE CONST CONTRACTBONUS 55150200 088797 CONSULTANT 55100100 088849 RESURFACING PRELIMINARY ENGR CONSULT 160,000 240,000 160,000 240,000 52 CO-CONTRACT 55150200 088797 RESURFACING 25,272,000 25,272,000 Sfi CO NST UTILITY 55150200 088797 RESURFACING 34,000 34,000 57 fit CONETRALROAD 55150200 088797 CONST SUP CONSULTANT 55100100 088849 RESURFACING PRELIM INARYENGRCONSULT 250,000 210,600 250,000 210,600 55150200 086716 CONSTRUCT INSPECT CONSULT 3,180,060 3,1II, S SR 9NI-95 FROM S.OF SR 836/1-395 TO BROWARD COUNTY LINE SR 9NI-95 FROM SNAKE CREEK CANAL TO OADE/BROWARD CO LINE 414964-1 POKE/EMO STUOV 433924-1 LANDSCAPING 22 62 PDBE CONSULTANT 55100100 086649 CONST SUP CONSULTANT 55100100 088849 PRELIMINARY ENGR CONSULT PRELIMINARY ENGR CONSULT 12,534,606 35,945 12,534,606 35945 SR 9NI�95 FROMUSI TO SOUTH OF SR836/I-395 4149fi4�] RDBE/EMOETUDY 22 55150200 088]18 POSE CONSULTANT 55100100 088849 CONSTRUCT INSPECT CONSULT PRELIMINARY ENGR CONSULT 123,240123240 1p;000i000 10000000 SR 9NI-95 NW 65 STREET PEDESTRIAN BRI DG E BRI DG E#879007 436529-1 BRIDGE- PAINTING 52 fit CONSTCONTRACT 55150200 088799 CONST SUP CONSULTANT 55100100 088849 BRI OGE CONSTRUCTION PRELIMINARYENGRCONSULT 415,935 26,325 415935 26325 55150200 088716 CONSTRUCT INSPECTCONSULT 76,869 721 Bfi9 SR 9NI-95 RAMPS AT ER 860 MIAMI GARDENS DRIVE 425216-2 RESURFACING 52 CO-CONTRACT 55150200 088797 RESURFACING 875,5]1 875,571 fit CONST SUP CONSULTANT 55100100 088849 55150200 088718 PRELIM INARYENGRCONSULT CONSTRUCT INSPECT CONSULT 10,530 73,710 10,530 73,710 SR 9NI-9550UTHBND FROM BISCAYNE RIVER CANAL TO N W. 125 STREET 42]515-2 RESURFACING 5A CONST CONTRACT BONUS 55150200 088797 RESURFACING 20,000 20,000 SR 9NI-955O-SOUNDIRMPTOWESTBOUNDSR836 4231263 INTERCHANGEIMPROVEMENT 42 ROW CONSULTANT 55100100 088853 RIGHT-OF-WAV SUPPORT 1,623 1,623 43 ROW PURCHASE 55100100 088777 RIGHT-OF-WAV LANDACQ 2,500,000 1,000,000 972,285 4,472,285 4B 52 ROW SERVICES 55100100 088853 CONSTCONTRACT 55150200 088716 RIGHT-OF-WAV SUPPORT INTRASTATE HIGHWAY CONST, ]],155 77,155 55,906,200 55,906,200 fit CONST SUP CONSULTANT 55100100 088849 PRELIM INARYENGRCONSULT 1,134,000 1,134,000 55150200 088718 CO NSTRUCTINSPECTCONSULT 4,932,900 4,932,900 :RA IA CITY OF MIAMI BEACH ROADWAY LIGHTING MAINTENANCE RAINCOLLINSAVE. AT EAKERHAULOVER CUT CHANNEL-BAKER HAULOVER BR 4229321 ROLfTINEMAWENANCE 4333]8.1 BRIDGE-PAINTING ]8 52 MAINT OTHER AGENCY 55150200 088712 CONETCONTRACT 55150200 088799 HIGHWAY MAINTENANCE CONT, BRI DGE CONSTRUCTION 16],]35 1]2,]64 4,448,806 1]],941 183,2]4 188,]69 890,483 4,448 BOfi fit CONST SUP CONSULTANT 55100100 088849 PRELIM INARYENGRCONSULT 126,360 126,3460 55150200 088718 CO NSTRUCTINSPECTCONSULT 294,840 294,840 ERAINCOLLINSAVE. FROM 4700 BLOCK TO 5800 BLOCK 434]]31 INTERSECTION IMPROVEMENT 52 fit CONETCONTRACT 55150200 088796 CONST SUP CONSULTANT 55100100 088849 HIWAV SAFETY CONETWGR WE PRELIM INARYENGRCONSULT 2,281,230 10,790 2,281,230 10,]90 BRAINCOLLINE AVE. FROM SAYVIEW DRIVE TO SR 856/192 STREET 4309491 RESURFACING 52 55150200 088718 CONST CONTRACT 55150200 088716 CONSTRUCT INSPECT CONSULT INTRASTATE HIGHWAY CONSTR 1,105,650 241,696 241,696 1,105,650 SA 088797 CONETCONTRACT BONUS 55150200 088797 RESURFACING RESURFACING 3,911 203 200,000 3,984,203 200,000 fit CONST SUP CONSULTANT 55100100 088849 PRELIM INARYENGRCONSULT 31,590 31,590 SRAININDIAN CRK OR FROM ABBOTT AVENUE TO SR 907ANEST 63 STREET 4308131 RESURFACING RDE ONLY 32 55150200 088718 PE CONSULTANT 55100100 088849 CONSTRUCT INSPECT CONSULT PRELIMINARYENGRCONSULT 353,803 130,000 353,803 130,000 52 CONETCONTRACT 55150200 088797 RESURFACING 614,774 614,774 fit CONST SUP CONSULTANT 55100100 088849 55150200 088]18 PRELIM INARYENGRCONSULT CONSTRUCT INSPECT CONSULT 10,790 92,216 10,]90 92,216 SR AINMACARTHUR CAUSEWAY EAST BRIDGE # 870077 436522.1 BRIDGE-REPAIWREHABILITATION 32PE 52 CONSULTANT 55100100 088849 CONETCONTRACT 55150200 088799 PRELIMINARY ENGRCONSULT BRIDGE CONST RUCTION 685,000 7,381,439 685,000 7,381,439 fit CONST SUP CONSULTANT 55100100 088849 PBELIMINARYENGRCONSULT 151,522 151,522 STRIPING MIAMI-DADE COUNTYWIDE 433683"1 RBIf NE MAINTENANCE 72 55150200 088]18 MAI NT CONSULTANT 55150200 088712 CO NSTRUCTINSPECTCONEULT HI GHWAV MAINTENANCE CONTR 100,000 1,362,592 1,362,592 100,000 4336833 ROUTINE MAINTENANCE 72 MAI NT CONSULTANT 55150200 088712 HI GHWAV MAINTENANCE CONTR 200,000 200,000 400,000 4336833 ROUTINE MAINTENANCE 72 MAINT CONSULTANT 55150200 088712 HI GHWAV MAINTENANCE CONTR 100,000 100,000 100,000 100,000 400,000 STRIPING PHASEA MIAMI RADE COUNTYWIDE 0336834 ROUTINE MAINTENANCE 428283-1 ROUTINE MAINTENANCE ]2 72 MAI NT CONSULTAW 55150200 088712 MAI NT CONSULTANT 55150200 088712 HI GHWAV MAINTENANCE CONTR HI GHWAV MAINTENANCE CONTR 300,000 300,000 200,000 200000 300,000 200,000 600,000 900,000 428283-2 ROUTINE MAINTENANCE 72 MAI NT CONSULTANT 55150200 088712 HI GHWAV MAINTENANCE CONTR 300,000 300,000 600,000 STRIPING PHASECMIAMIDADECOUNTYWIDE 4282853 ROITINEMAWENANCE 72MAI NT CONSULTANT 55150200 088712 HIGHWAYMAINTENANCECONTR 150,000 150,000 150,000 150,000 150,000 750,000 BW312 ST/CAMPBELLDRFROM SR997/KROMEAVETOSRS/U51(TRUCKEYPASS) 4055]54 NEW ROAD CONSTRUCTION 32 42 PE CONSULTANT 55100100 088849 ROW CONSULTANT 55100100 088853 PRELIMINARYENGRCONSULT RIGHT-OF-WAV SUPPORT 1,300,000 31,82731 1,300,000 43 ROW PURCHASE 55100100 088777 RIGHT-OF-WAVLANDACQ 11,066,601 3,000,000 5,000,000 ,827 19,066,601 46 ROW IILITY 55100100 088777 RIGHT-OF-WAV LANDACQ 21,218 21,218 4B ROW SERVICES 55100100 088853 RIGHT-OF-WAV SUPPORT 535,122 750,000 250000 1,535,122 52 fit CONETCONTRACT 55150200 088717 CONST SUP CONSULTANT 55100100 088849 ARTERIAL HIGHWAY CONSTR PRELIM INARYENGRCONSULT 14,117,347 14,117,347 56,700 56,700 SW 336 ST/CAVIS PKWY FROM SR 997/KROMEAVENUETO US ((TRUCK BYPASS) 4055]5] WIDEN/RESURFACE EXIST LANES 32 55150200 088]18 PE CONSULTANT 55100100 088849 CONSTRUCT INSPECT CONSULT PRELIMINARYENGRCONSULT 350,000 1,757,700 1,757,700 350,000 43 ROW PURCHASE 55100100 088777 RIGHT-OF-WAV LAND ACp 64,386 64,386 4B ROW SERVICES 55100100 088853 RIGHT-OF-WAV SUPPORT 2,228 2,228 52 CO-CONTRACT 55150200 088717 ARTERIAL HIGHWAY CONSTR 2,053495 2,053,495 fit CONST SUP CONSULTANT 55100100 088849 55150200 088718 PRELIM INARYENGRCONSULT CO NSTRUCTINSPECTCONEULT 28,350 28,350 255,150 255,150 BASEPING MIAMI-OADE COUNTY NORTH RADE CENTRAL pLADRANT 2526723 ROUTINE MAWENANCE 72 MAI NT CONSULTANT 55150200 088712 HIGHWAY MAINTENANCE CONTR ]5,192 75,192 150384 TECH SUPPORT CONS-UTIL. DESIGN MAMI-DE MONROE FOR FUTURE PROL' 420]9]1 UTILITY CONTRACTS 32 PE CONSULTANT 55100100 088849 PRELIMINARY ENGR CONSULT 2,000,000 2,000,000 2,000,000 2,000,000 2,000,000 10,000,000 36 PE IILITY 55100100 088849 PRELIMINARY ENGRCONSULT 750,000 96,551 50,000 750000 750,000 2,396,551 TO WN OF GOLDEN BFAC LANDSCAPE MANTENANCE SRAIA TO WN OF GOLDEN BEACH LANDSCAPE MAINTENANCE SRAIA T 2523543 ROL NEMAWENANCE 2523543 ROUTINE MAWENANCE ]8 ]8 MAN T OTHERAGENCV 55150200 088712 MAINT OTHERAGENCV 55150200 088712 HI GHWAV MAINTENANCE CONTR HIGHWAYMAINTENANCECONTR 13,970 13,970 13,970 13,970 1,910 13,9]0 41, 27,940 TOWN OF MIAMI LAKES- SIDEWALKIMPROVEMENTS 436618.1 BIKE LANEEDEWALK 58 CONST OTHERAGENCV 55150200 088717 ARTERIAL HIGHWAY CONSTR 600,000 600,000 fib NSB CONST SUP OTHERAGCV 55150200 NSB NDTSTATEBUDGET NOTSTATEBUOGET 164994 17,000 164,994 17,000 TOWN OF MIAMI LAKES CITYWIDE BICYCLE/ PEDEBTRIAN IMPROVEMENTS 4355091 BIKE PATH?RAL 38 PE OTHER AGENCY 55100100 NSB NOTSTATE BUDGET 200,000 200,000 58 CONETOTHERAGENCV 55150200 088717 ARTERIAL HIGHWAY CONSTR 1,000000 1,000,000 68 CONST SUP OTHERAGCV 55150200 NSB NOTSTATEBUDGET 200,000 200,000 TOWN OF MIAMI LAKES ER826/PALMETTO EXFWY AT NW 1545T IWECTN 416]093 ROUTINE MANTENAIJCE 01fi]o98 ROUTINE MANTENANCE ]8 ]8 MAINTOTHERAGENCY 55150200 088712 MAINTOTHERAGENCV 55150200 088712 HI GHWAV MAINTENANCE CONTR HIGHWAY MAINTENANCE CONTR 5,785 5,785 5,785 5,785 5,785 5,785 28,925 5,]85 TRAFFIC OPERATIONS PUSH BUTTON -ROADS MIAMI-DADE COUNTY 4314331 MISCELLANEOUS CONSTRUCTION 52 fit CO-CONTRACT 55150200 088716 CONST SUP CONSULTANT 55150200 088718 INTRASTATE HIGHWAY CONSTR CONSTRUCT INSPECT CONSULT 821,600 123]40 821,600 123,240 F1DOT OWPB - WP Reports; 5 Year Work Program Item Detail CentennialFlorida Department of F D IMS 7T__ . 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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 Selection Criteria District O6 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 1 10/08/2012 468 481 102.78% Vendor Name: H & J ASPHALT, INC 05/30/2012 1 10/08/2012 468 481 102.78% Vendor Name: H & J ASPHALT, INC 05/30/2012 1 10/08/2012 468 481 102.78% Vendor Name: H & J ASPHALT, INC Project Detail Fiscal Year:1 20151 20161 20171 20181 20191 20201 Amount: 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.Salibaa-dot.state.fl.us or call 850-414-4622 t4a) 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 b ©1996-2014 Florida Department of Transportation Florida Department of Transportation Consistent, Predictable, Repeatable http://www2.dot. state-fluslfinsupportappslworkprogram/SupportlWPItemRept.ASPX?RF ... 4/28/2015 F1DOT 0WP13 - WP Reports; 5 Year Work Program Item Detail Page 1 of 1 CentennialFlorida Department of F D 9 1915 2015 7T__ E-Updates I FL511 I Mobile Site Map TRANSPORTATION 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 Selection Criteria District 06 2015-2020G1 (Updated: 4/6/2015-21:15:02) Miami -Dade County Item Num ber:429037-1 Description Contains: SR 90 Transportation System Description INTRASTATE STATE HIGHWAY SR 90/SW 8 & SW 7 ST AT SW 4 AVENUE AND AT SW 3 AVENUE District Length Fiscal Year: 2015 District 06 - 0.417 Miami -Dade County Type of Work 2016 2017 INTERSECTION IMPROVEMENT Item 2018 2019 2020 429037-1 Highways /Preliminary Engineering $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(a)dot.state.fl.us or call 850-414-4622 j) 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 A © 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 0WP13 - WP Reports; 5 Year Work Program Item Detail Page 1 of 1 CentennialTFDli�lumm&Florida Department of or—In LJ 7 1915r2 + E -Updates I FL511 I Mobile Site Map TRANSPORTATION 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 Selection Criteria District 062015-2020 G1 (Updated: 41612015-21 : 15:02) Miami -Dade County Item Num ber:432639-6 Description Contains:SW 8 Transportation System Description INTRASTATE STATE HIGHWAY SR 90/SW 7 ST/SW 8 ST FROM BRICKELL AVENUE TO SR 9/SW 27 AVENUE District Length Fiscal Year: 2015 District 06 - 2.970 Miami -Dade County Type of Work Item 2016 2017 2018 2019 2020 PD&E/EMO STUDY 432639-6 Highways /PD & E $2,040,000 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(ai)dot.state.fl.us or call 850-414-4622 Via) View Contact Information for Office of Work Prooram and Budoet Application Home: Work Program Office Home: Office of Work Program and Budget Contact Us Employment MyFlorida.com Performance Statement of Agency Web Policies & Notices Florida Department of Transportation © 1996-2014 Florida Department of Transportation Consistent, Predictable, Repeatable http://www2. dot.state.fl.us/fmsupportapps/workprogram/Support/WPItemRept.ASPX?RF... 4/28/2015 F1DOT 0WP13 - WP Reports; 5 Year Work Program Item Detail Page 1 of 1 Centennial Florida Department of 1915*2 + E -Updates I FL511 I Mobile � Site Map TRANSPORTATION 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 Proaram Transportation System Description INTRASTATEINTERSTATE SR 9A/1-95 FROM US -1 TO SOUTH OF SR 836/1-395 Selection Criteria District 06 2015-2020 G1 (Updated: 4/6/2015-21:15:02) Miami -Dade County Item Number:414964-7 Description Contains:1-95 District Length Fiscal Year: 2015 District 06 - 4.567 Miami -Dade County Highways /PD & E Type of Work Item 2016 2017 2018 2019 PD&E/EMO STUDY 414964-7 SIS $10,200,000 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(ai)dot.state.fl.us or call 850-414-4622 Hca) View Contact Information for Office of Work Prooram and Budoet 2020 Application Home: Work Program Office Home: Office of Work Program and Budget Contact Us Employment MyFlorida.com Performance Statement of Agency Web Policies & Notices Florida Department of Transportation © 1996-2014 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 6-101 Partially Funded Projects (Values in Millions YOE $) 1 Beach Connection (Baylink) Miami Downtown Terminal Miami Beach ConventionCenter Premium transit service $532.132 2 Douglas Rd Corridor BRT(SW 27/37 US -1 Miami Intermodal Center Full bus rapid transit $166.400 Ave) Dedicated Lanes (MIC) 3 Golden Glades Multimodal Terminal Park -and -Ride facility with 1,800 space $45.000 (Phase 2) garage 4 1-95 South of SR 836/1-395 Broward County Line Operational and capacity improvements $13.035 5 1-95 US -1 South of SR 836/1-395 Operational and capacity improvements $10.200 New expressway connecting SR -836 6 MDX Connect 4 Express Central Miami -Dade County North Miami -Dade County (Dolphin), SR -112 , SR -924, and SR -826 $7.300 $150.000 (Palmetto) MDX SR-924/Gratigny Parkway East New expressway extension of SR -924 Extension NW 32 Ave I-95 East to 1-95 $0.240 5477.000 8 MDX SR -836 (Dolphin) South West Western Terminus of SR -836 SW 136 St Extend SR -836 from NW 137 Ave to the $7,490 $808.000 Extension*** (Dolphin) Southwest Kendall area 9 Miami Intermodal Center (MIC) NW 42 Ave (LeJeune) Strip $0.012 10 NW 36th /NW 41 St SR -821 (HEFT) NW 42 Ave (LeJeune) Redesign NW 36 St/41 St as a superarterial $397.051 express street 11 SR -826 (Palmetto) West Flagler St NW 154 St Operational and capacity improvements 12 SR -826 (Palmetto) US -1/S Dixie Highway SR -836 (Dolphin) Managed lanes $7.150 13 SR -826 (Palmetto) East of NW 67 Ave East of NW 57 Ave Capacity and operational improvements $5.500 14 SR -826 (Palmetto) West of NW 32 Ave East of NW 27 Ave Capacity and operational improvements $6.900 SW 117 Ave/SW 152 St (Coral Reef) 15 Grade separate SW 117 Ave over SW 152 $39.705 Grade Separation St (Coral Reef) 16 SW 7 St/ SW 8 St Brickell Ave SW 27 Ave Operational and capacity improvements $0.278 17 SW 88 St (Kendall)/SW 127 Ave Grade separate SW 88 St (Kendall) over SW $39.705 Grade Separation 127 Ave. 18 Town of Indian Creek Bridge Reconstruct bridge $1.515 $13.860 19 Tria-Rail Coastal Link Miami Pompano Tri -Rail service $5.566 20 US -1 Managed Lanes*** SW 344 St (Palm) Dadeland South Metrorail Add 2 /1 reversible new managed lanes $1.809 $367.000 Station within the ROW of the Busway Bolded phase funds are included in the 2015/2019 Miami -Dade TIP *denotes portions ofphose values are included in both the TIP and 2040 Plan **denotes Operations and Maintenance is funded via MDTsystem efficiencies ***Project would require amendment of the Miami -Dade County Comprehensive Plan Development Master Plan 6-36 1 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 Residential 400 rooms/acre 200 du/acre Hotel Residential 2,010 rooms 1,005 du Hotel Residential 400 sq-ft/room 1000 sq-ft/du Hotel Residential 804,000 sq -ft 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 Residential 800 rooms/acre 400 du/acre Hotel Residential 4,020 rooms 2,010 du Hotel Residential 400 sq-ft/room 1000 sq-ft/du Hotel Residential 1,608,000 sq -ft 2,010,000 sq -ft Office/Retail 9,865,562 sq -ft K:\FrL_TPTO\043615000-Kl fto tSAP\LUPA\CaIcs\LUPA Maximum Deve to pment Comparison 050415.xIsx Office/Retail 11674.562 Office Ln(T) = 0.80 Ln(X) + 1.57 9,500 7,312 SAM T = 1.12 (X) +78.45 9,500 10,718 PM Center Ln(T) = 0.61 Ln(X) + 2.24 2,174.562 1,020 Ln(T) = 0.67 Ln(X) +3.31 2,174.562 4,716 Tota 1 5,736 Proposed Development Office/Retail 9865.562 �eralOffice Input Output Ln(T) = 0.80 Ln(X) + 1.57 7,800 6,245 T = 1.12 (X) +78.45 7,800 8,814 Tota 1 15,059 pping Center Ln(T) = 0.61 Ln(X) + 2.24 2,065.562 989 Ln(T) = 0.67 Ln(X) +3.31 2,065.562 4,551 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 Appendix D: Trip Generation EXISTING AM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL GROSS MULTIMODAL 10% PEDESTRIAN INTERNAL NET NEW DISTRIBUTIO PROJECT TRIPS REDUCTION(') VOLUMES REDUCTION FACTOR(') VOLUMES CAPTURE PROJECT TRIPS ITE ITE ITE Percent MR PRF IC Land Use Edition Code Scale Units In Out In Out Total Percent Trips In Out Total Percent Trips In Out Total Percent Trips In Out Total 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 Vehicle Trips Existing Person -Trips (1.4 persons per vehicle) Notes: (1) Based on City of Miami input, as a portion of the development i! a 10% Multimodal factor and 10% pedestrian factor were used. ITE TRIP GENERATION CHARACTERISTICS ITEITE ITE Land Use Edition Code Scale I Units Hotel 9310 4020 room Hi h -Rise Apartment 9 222 2010 du General Office Buildina 9 1 710 1 7800 ksf 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 AM PEAK HOUR TRIP GENERATION PROJECT TRIPS REDUCTION(') MR In I Out I Total Percent I Trios e 10% PEDESTRIAN VOLUMES REDUCTION FACTOR(') In Out Total PRF Percent Trips 131 787 1,918 10.0% 192 34 402 536 10.0% 54 946 675 5.621 10.0% 562 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. 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 VOLUMES I CAPTURE I PROJECTTRIPS IC In Out Total Percent Trios I In I Out I Total Net New Vehicle Person -Trips (1.4 persons per ve NET NEW PROJECT TRIPS EXISTING PM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL GROSS MULTIMODAL 10% PEDESTRIAN INTERNAL NET NEW DISTRIBUTIO PROJECT TRIPS REDUCTION(') VOLUMES REDUCTION FACTOR(') VOLUMES CAPTURE PROJECT TRIPS ITE ITE ITE Percent MR PRF IC Land Use Edition Code Scale Units In Out In Out Total Percent Trips In Out Total Percent Trips In Out Total Percent Trips In Out Total 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 Vehicle Trips Existing Person -Trips (1.4 persons per vehicle) Notes: (1) Based on City of Miami input, as a portion of the development i:. a 10% Multimodal factor and 10% pedestrian factor were used. ITE TRIP GENERATION CHARACTERISTICS ITEITE ITE Land Use Edition Code Scale I Units Hotel 9310 4020 room Hi h -Rise Apartment 9 222 2010 du General Office Buildina 9 1 710 1 7800 ksf 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 PM PEAK HOUR TRIP GENERATION PROJECT TRIPS REDUCTION(') MR In I Out I Total Percent I Trios e 10% PEDESTRIAN VOLUMES REDUCTION FACTOR(') In Out Total PRF Percent Trips 107 1,064 2,171 10.0% 217 60 230 590 10.0% 59 349 6.584 7.933 10.0% 793 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. 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 VOLUMES I CAPTURE I PROJECTTRIPS IC In Out Total Percent Trios I In I Out I Total Net New Vehicle Person -Trips (1.4 persons per ve NET NEW PROJECT TRIPS 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) GROSS TRIP GENERATION Land Use Enter Daily Exit A.M. Peak Hour Enter Exit P.M. Peak Hour Enter Exit Office 6,435 877 1,822 8,896 dRetail 632 388 2,264 2,452 Z Restaurant — Cinema/Entertainment Residential 75 225 184 177 Hotel 628 437 615 591 0 0 7,770 1,927 4,885 12,116 INTERNAL TRIPS Land Use Enter Daily Exit A.M. Peak Hour Enter Exit P.M. Peak Hour Enter Exit Office 0 0 311 202 56 188 d Retail 0 0 229 115 300 239 Restaurant 0 0 0 0 0 0 O Cinema/Entertainment 0 1 0 1 0 1 0 0 0 Residential 0 1 0 1 2 1 7 92 86 Hotel 0 0 0 218 110 45 0 0 542 542 558 558 Total % Reduction 0.0% 11.2% 6.6% Office 7.0% 2.3% dRetail 33.7% 11.4% Restaurant Cinema/Entertainment Q Residential 3.0% 49.3% Hotel 20.5% 12.9% EXTERNAL TRIPS Land Use Enter Daily Exit A.M. Peak Hour Enter Exit P.M. Peak Hour Enter Exit Office 0 0 6,124 675 1,766 8,708 d Retail 0 0 403 273 1,964 2,213 Restaurant 0 0 0 0 0 0 O Cinema/Entertainment 0 0 0 0 0 0 Residential 0 0 73 218 92 91 Hotel 0 0 628 219 505 546 0 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) GROSS TRIP GENERATION Land Use Enter Daily Exit A.M. Peak Hour Enter Exit P.M. Peak Hour Enter Exit Office 5,496 749 1,498 7,316 dRetail 613 376 2,187 2,369 Z 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 INTERNAL TRIPS Land Use Enter Daily Exit A.M. Peak Hour Enter Exit P.M. Peak Hour Enter Exit Office 0 0 283 196 57 191 d Retail 0 0 225 112 327 349 Restaurant 0 0 0 0 0 0 O Cinema/Entertainment 0 1 0 1 0 1 0 0 0 Residential 0 1 0 1 3 1 13 200 126 Hotel 0 0 0 190 126 44 0 0 511 511 710 710 Total % Reduction 0.0% 10.3% 8.6% Office 7.7% 2.8% dRetail 34.1% 14.8% Restaurant Cinema/Entertainment Q Residential 2.7% 49.7% Hotel 8.9% 7.0% EXTERNAL TRIPS Land Use Enter Daily Exit A.M. Peak Hour Enter Exit P.M. Peak Hour Enter Exit Office 0 0 5,213 553 1,441 7,125 d Retail 0 0 388 264 1,860 2,020 Restaurant 0 0 0 0 0 0 O 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 0 7,004 1,935 4,605 10,413 Appendix E: Cardinal Distribution and Miami River Development SAP Distribution Legend — Study Roadway (D Study Intersection T XX% Entering Trip Distribution `m (XX%) Exiting Trip Distribution N a Q NOT TO SCALE 3 P N Vl SW 5th Street 1 1 4 Miami River SAP Driveway 1 I" T N L (1z0%) Q r (350%, d 3 v1 Miami River SAP Driveway 1 m _ o` a R W _ E (z0%) (2501) SW stn Street 50%y o%J -%—,]0% 11 P P 1 20%7 - _ C t (10 '%) a a Hl K 1 r (150%) 'E Miami River SAP Driveway 1 e 4', Miami River SAP Driveway 1 r v N v r U) N �C /(3 L 250% L i0. o250% 0%) SW 7th Street � 1 X 200% 1 11 14 1L ,an%_ 33 0% ','9r, 33.0%J 1 SW 8th Street (100%i J 1 (,B o%) ; 2 (20.0%; y 4 n $j W m a m m Q in Z Q a Q y y � ul Figure 2 A.M. Peak Hour Amendment Trip Distribution Kimley»> Horn ComprehensCity of Miami, Florida 2015 bb8l 566 3266 TRIPS 6 7 6 1 2 8 9 5 44 5,532 PERCENT 13.64 15.91 13.64 2.27 4.55 18.18 20.45 11.36 569 567 3267 TRIPS 92 65 26 17 30 106 101 84 521 5,335 PERCENT 17.66 12.48 4.99 3.26 5.76 20.35 19.39 16.12 bb8l 32b8 IKIPS /bb 433 831 184 3bul 1286 10991 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 1932 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 13991 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 2941 1,422 PERCENT 1 6.61 0 0 4.01 30.59 20.89 17.23 20.68 585 3285 TRIPS 1 286 9 0 272 1250 872 1031 9451 4,665 PERCENT 1 6.13 0.19 0 5.83 26.8 18.69 22.1 20.26 A-18 ORIGIN -DESTINATION MATRIX TAZ NNE 566 14 567 18 Average 16 ENE ESE SSE SSW WSW WNW NNW Total 16 14 2 5 18 20 11 100 13 5 3 6 20 19 16 100 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 NW 30 St A [] NW 29 St Q' Q � T Q m > NE 17 St N %6 z z LUz St > Q NW 14 St z a �, w > C/) MDC M NW 14 Sta iwWolfson Campus ro NW11Stz m �L N Q cc co Z N Z W. Flagler St 0 I -- > LU Downtown z � e Miami Pi SW 8 St > N 1 _ 7 St SW 1 St w m 8 St m Q> > coM 9 St � Brickell co Q Metrorail N U) Station M SW 27 Terr S 11 St Q> SW 27 Lane5Q i i Q � s �O r © Coconut Grove Metrorail Station N �/� W NORTH MAP NOT TO SCALE Bird Ave (SW 30 St) 06mi1 Route 8 a� Q 0 FIU University Park Campus .0 --------- 0. SW 8 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 SW 17 St Q FIU Bus ■ `� Terminal 1 1 00 Coral Way SW 24 St ■ Westchester Q ■ Shopping o Center r Q■ co WESTCHESTER SHORT ■ U E -Library a Fire � Station U SW 24 St V U) Q'■ LO 3: ■ ■ U) SW 8 St SW 7 St — NE6St a� Q . MDC Wolfson ro Campus Downtown 1 4 St Miami F�a� LU z LU Q °a Little Q Havana ■ SW 8 St a� ■ Q' Coral Way aO> ■ Q ■ Westchester chi) ' Shopping Center U) 5 Im Brickell Metrorail Station Weekend Service Legend Route 8 SW 24 St/ SW 88 Ave - MDC Wolfson Campus 0 NORTH MAP NOT TO SCALE 06/2011 Route 24 Library a Fire Station 0SW 24 St CA 0 ■ ■ Cn C/) ■ U a FIU University co N Park Campus Ln n W W Coral Way FIU Bus Q Terminal o SW 24 St SW 26 St rl L► Q U r - co r, T C'7 '^ T co ^ VJ : c Coral Way :T : Westchester ■ Shopping ■ Center m a 0: Limited stop J m ■Q ■ U • : a E<co :IF/) \ r SW 22 St Andalusia ■ SW7St m > Brickell ■ Q Q Metrorail > ■ N I I Station Cf) cn cos�bo,p� C: I Z13 SW 11 St St 00 ♦ �s o 0 3PJe 0 J 5� Vizcaya Metrorail Station SW7St > ■ Brickell a m �SW17St co 0 QCO ■ co■ SW 11 St J r . > Q■ Je c ■� ' > ■� 'Q r : �� 00,0400 22 St 5 Coral Gables : �° : r- co M�rric InSW Cn ■ Aragon Coral Way ■ .� r Westchester Biltmore Way 7 . Andalusia . Shopping Center > ■ . o 0) ■ ■ VJ SW7St m > Brickell ■ Q Q Metrorail > ■ N I I Station Cf) cn cos�bo,p� C: I Z13 SW 11 St St 00 ♦ �s o 0 3PJe 0 J 5� Vizcaya Metrorail Station Vizcaya Metrorail NORTH Station MAP NOT TO SCALE 04/2014 SW7St Q>Q Brickell a r Metrorail co Station QCO ■ co■ SW 11 St 3::Cn r . Je SW 13 St �� 00,0400 22 St 5 InSW Vizcaya Metrorail NORTH Station MAP NOT TO SCALE 04/2014 Route 48 BIKE & RIDE o,. Coral ��, Gableseoi ae de s N Q T 0 SW/SE 8 St Brickell■ Metrorail ®I SW/SE 10 St Station 7 > Brickell a T vJrr�^ i Y U 'i m Douglas Road Metrorail Q Peacock Station `r°, Ce V A I0 Grand Ave.--� University Metrorail Station Mercy Way Miami North Map not to scale 6/08 Q T� Coconut -p m Grove `y a� J Hardee Rd University Metrorail Station Mercy Way Miami North Map not to scale 6/08 Route 207/208 Little Havana Connection N 0 Q Downtown Miami NORTH Brickell - MAP NOT TO SCALE Metrorall 11.2010 NW3St ■ > Q ■ Q > > ■ N ■ N N Government Center Q ■ ■ Z Z Z■ City of Miami Police Sub ' West Hagler St NW 1 St Government Station ' ' Center Metrorail SW 1 St Station a Riverside z Qi Center MDC Little Havana > Brickell Interamerican Q Campus N i Q SW 7 St SW7 St U) SW 7 St K - - � � � N Q � I SW 8 St �irl co N 0 Q NORTH Brickell - MAP NOT TO SCALE Metrorall 11.2010 Station Q Cn MEMM W 10 St Route B T 0 SW/SE 8 St Brickell ■ Metrorail ; SW /SE 10 St Station m a T VJ Y U 'i m Brickell Rickenbacker Causeway cr ao a Seaquarium University -E of Miami Marine Lab. Tennis Center Crandon WTA�a ■ Park Tennis Complex m o� off° Uig KEY 0 ♦�O� BISCAYNE0 o Qe, NORTH ` MAP NOTTO SCALE• 06/09 �� Cape Florida State Park Metrobus Riderships — SW 51" Street/SW 6t" Street Route -Pat ROUTE ROUTE AADRCTN DIRECTION TRIPTIME TIME PERIOD TIME PERIOD AQSTOP ASTOP ANAMSTP AIN AOFF ALOAD A IF NSAMPLES 8A 8 8A 1 WESTBOUND 615 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV .0 .0 10.3 25.7% 7 8A 8 8A 1 WESTBOUND 630 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV .0 .0 9.2 10.5% 96 8 8 8 1 WESTBOUND 695 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV .0 .3 .0 0.0% 9 8 8 8 1 WESTBOUND 655 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV .6 .1 16.2 90.6% 95 8A 8 8A 1 WESTBOUND 705 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV .5 .0 9.5 11.3% 2 8 8 8 1 WESTBOUND 715 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV .3 .0 12.1 30.9% 7 8 8 8 1 WESTBOUND 725 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV .3 .0 13.1 32.8% 31 8A 8 8A 1 WESTBOUND 735 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV .0 .0 12.7 31.7% 29 8 8 8 1 WESTBOUND 795 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV .1 .0 16.5 91.3% 12 8 8 8 1 WESTBOUND 755 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV .2 .0 9.6' 29.1% 25 8A 8 8A 1 WESTBOUND 805 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV .1 .1 8.7 21.7% 9 8 8 8 1 WESTBOUND 815 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV .3 .2 22.8 57.0% 19 8A 8 8A 1 WESTBOUND 835 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV 1.5 .0 13.9 33.6% 32 8 8 8 1 WESTBOUND 895 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV .3 .0 6.1 15.9% 7 8 8 8 1 WESTBOUND 855 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV .0 .2 6.8 17.1% 6 8A 8 8A 1 WESTBOUND 1505 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV 1.7 .3 23.2 58.0% 99 8 8 8 1 WESTBOUND 1525 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV .7 .2 13.0 32.5% 10 8A 8 8A 1 WESTBOUND 1535 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV .2 .1 19.1 97.9% 28 8 8 8 1 WESTBOUND 1595 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV .3 .2 20.2 50.6% 13 8 8 8 1 WESTBOUND 1555 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV .5 .1 15.2 38.0% 27 8A 8 8A 1 WESTBOUND 1605 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV 1.5 .3 19.0 97.9% 25 8 8 8 1 WESTBOUND 1615 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV .3 .2 18.6 96.5% 20 8 8 8 1 WESTBOUND 1625 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV .3 .0 19.9 37.2% 29 8A 8 8A 1 WESTBOUND 1635 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV .1 .0 16.1 90.2% 13 8 8 8 1 WESTBOUND 1695 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV .5 .3 19.2 98.0% 22 8 8 8 1 WESTBOUND 1655 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV .1 .0 7.7 19.3% 11 8A 8 8A 1 WESTBOUND 1705 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV .3 .0 15.3 38.3% 33 8 8 8 1 WESTBOUND 1715 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV .5 ..1 21.6 59.0% 13 8 8 8 1 WESTBOUND 1725 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV .1 .0 21.3 53.2% 11 8A 8 8A 1 WESTBOUND 1735 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV .2 .1 8.6 21.5% 39 8 8 8 1 WESTBOUND 1795 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV .6 .1 18.6 96.6% 19 8 8 8 1 WESTBOUND 1755 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV .9 .2 21.6 53.9% 28 Route -Pat ROUTE ROUTE AADRCTN DIRECTION TRIPTIME TIME PERIOD TIME PERIOD AQSTOP ASTOP ANAMSTP AIN AOFF ALOAD A IF NSAMPLES 207 207 207 O UNTERCLOCKWISE 610 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV .8 .5 3.6 9.0% 52 207 207 207 O UNTERCLOCKWISE 625 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV .3 .1 12.5 31.2% 15 207 207 207 O UNTERCLOCKWISE 690 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV c .0 1.0 2.6% 99 207 207 207 O UNTERCLOCKWISE 655 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV 2.9 .3 5.8 19.6% 51 207 207 207 O UNTERCLOCKWISE 710 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV .9 .3 12.8 32.0% 15 207 207 207 O UNTERCLOCKWISE 725 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV 2.9 .5 6.2 15.9% 30 207 207 207 O UNTERCLOCKWISE 790 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV 1.2 .0 2.8 6.9% 9 207 207 207 O UNTERCLOCKWISE 755 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV 5.6 .9 11.0 27.9% 96 207 207 207 O UNTERCLOCKWISE 810 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV 1.9 .8 9.2 23.1% 13 207 207 207 O UNTERCLOCKWISE 825 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV c .0 .7 1.8% 95 207 207 207 O UNTERCLOCKWISE 890 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV 3.6 .5 10.5 26.9% 98 207 207 207 O UNTERCLOCKWISE 855 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV .9 .3 11.3 28.2% 19 207 207 207 O UNTERCLOCKWISE 1515 PM Peak PM Peak 8122 5 SW 7 ST SW 2 AV 10.8 .7 18.3 95.7% 23 207 207 207 O UNTERCLOCKWISE 1535 PM Peak PM Peak 8122 5 SW 7 ST SW 2 AV 5.9 .8 17.7 99.3% 19 207 207 207 O UNTERCLOCKWISE 1555 PM Peak PM Peak 8122 5 SW 7 ST SW 2 AV 6.9 1.0 20.8 52.0% 25 207 207 207 O UNTERCLOCKWISE 1610 PM Peak PM Peak 8122 5 SW 7 ST SW 2 AV 8.6 .8 19.7 36.8% 19 207 207 207 O UNTERCLOCKWISE 1625 PM Peak PM Peak 8122 5 SW 7 ST SW 2 AV 9.3 2.9 23.2 57.9% 32 207 207 207 O UNTERCLOCKWISE 1690 PM Peak PM Peak 8122 5 SW 7 ST SW 2 AV 6.8 .8 16.0 90.0% 9 207 207 207 O UNTERCLOCKWISE 1655 PM Peak PM Peak 8122 5 SW 7 ST SW 2 AV 9.0 2.0 23.7 59.3% 22 207 207 207 O UNTERCLOCKWISE 1710 PM Peak PM Peak 8122 5 SW 7 ST SW 2 AV 8.9 .5 16.3 90.8% 27 207 207 207 O UNTERCLOCKWISE 1725 PM Peak PM Peak 8122 5 SW 7 ST SW 2 AV 7.6 .6 19.9 99.8% 28 207 207 207 O UNTERCLOCKWISE 1790 PM Peak PM Peak 8122 5 SW 7 ST SW 2 AV 8.9 .6 18.5 96.3% 10 207 207 207 O UNTERCLOCKWISE 1755 PM Peak PM Peak 8122 5 SW 7 ST SW 2 AV 5.5 .5 18.9 96.0% 21 Route -Pat ROUTE ROUTE AADRCTN DIRECTION TRIPTIME TIME PERIOD TIME PERIOD AQSTOP ASTOP ANAMSTP AIN AOFF ALOAD A IF NSAMPLES 8A 8 8A 0 EASTBOUND 616 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV .7 .0 19.9 36.1% 7 8A 8 8A 0 EASTBOUND 616 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV .9 .3 19.7 36.7% 96 8 8 8 0 EASTBOUND 625 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV .2 .2 16.7 91.8% 29 8A 8 8A 0 EASTBOUND 637 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV 2.0 .3 37.0 92.5% 12 8 8 8 0 EASTBOUND 699 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV 1.6 .3 23.3 58.1% 31 8 8 8 0 EASTBOUND 697 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV 2.8 .9 18.1 95.3% 9 8A 8 8A 0 EASTBOUND 705 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV 1.6 .6 33.0 82.5% 19 8 8 8 0 EASTBOUND 711 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV 2.2 .5 30.3 75.7% 25 8 8 8 0 EASTBOUND 717 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV .7 .9 20.9 52.3% 32 8A 8 8A 0 EASTBOUND 735 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV 3.1 .9 25.9 63.9% 8 8 8 8 0 EASTBOUND 797 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV .5 .2 7.3 18.2% 97 8 8 8 0 EASTBOUND 811 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV 1.0 .3 20.7 51.8% 7 8 8 8 0 EASTBOUND 815 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV .8 .5 15.9 38.5% 99 8A 8 8A 0 EASTBOUND 839 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV 1.5 1.0 29.5 61.3% 2 8 8 8 0 EASTBOUND 851 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV 1.1 1.9 23.3 58.3% 30 8A 8 8A 0 EASTBOUND 1500 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV .6 1.6 13.9 39.8% 20 8 8 8 0 EASTBOUND 1509 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV .5 1.7 19.1 35.2% 29 8 8 8 0 EASTBOUND 1505 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV .9 1.6 15.5 38.8% 29 8 8 8 0 EASTBOUND 1515 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV .5 1.1 9.1 22.7% 15 8A 8 8A 0 EASTBOUND 1530 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV 1.3 1.9 13.7 39.2% 22 8 8 8 0 EASTBOUND 1595 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV .3 1.2 8.0 20.1% 35 8A 8 8A 0 EASTBOUND 1600 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV 1.2 2.9 20.0 50.0% 13 8 8 8 0 EASTBOUND 1609 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV .9 1.0 6.5 16.1% 11 8 8 8 0 EASTBOUND 1615 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV .9 .9 5.0 12.6% 90 8A 8 8A 0 EASTBOUND 1630 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV .3 1.8 10.9 26.0% 13 8 8 8 0 EASTBOUND 1639 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV .7 1.7 10.9 27.3% 10 8 8 8 0 EASTBOUND 1695 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV .3 2.0 15.5 38.8% 93 8 8 8 0 EASTBOUND 1709 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV .9 1.3 11.0 27.5% 30 8 8 8 0 EASTBOUND 1715 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV .8 1.7 10.5 26.2% 26 8A 8 8A 0 EASTBOUND 1735 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV 1.2 1.0 10.5 26.3% 13 8 8 8 0 EASTBOUND 1796 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV .6 1.5 11.2 27.9% 29 Route -Pat ROUTE ROUTE AADRCTN DIRECTION TRIPTIME TIME PERIOD TIME PERIOD AQSTOP ASTOP ANAMSTP AIN AOFF ALOAD A IF NSAMPLES 208 208 208 O UNTERCLOCKWISE 603 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV 1.8 .3 17.0 92.5% 8 208 208 208 O UNTERCLOCKWISE 618 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV 3.1 .8 21.7 59.2% 99 208 208 208 O UNTERCLOCKWISE 633 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV .6 .3 19.0 97.5% 13 208 208 208 O UNTERCLOCKWISE 698 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV C 1.8 8.9 20.9% 8 208 208 208 O UNTERCLOCKWISE 703 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV 3.8 2.1 30.6 76.5% 91 208 208 208 O UNTERCLOCKWISE 718 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV 2.2 .9 20.2 50.9% 12 208 208 208 O UNTERCLOCKWISE 733 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV .3 .0 1.1 2.8% 95 208 208 208 O UNTERCLOCKWISE 748 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV 9.3 .8 28.2 70.5% 48 208 208 208 O UNTERCLOCKWISE 803 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV .2 .8 11.9 29.7% 16 208 208 208 O UNTERCLOCKWISE 818 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV 1.8 1.0 17.0 92.5% 31 208 208 208 O UNTERCLOCKWISE 833 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV 1.3 2.0 19.9 36.1% 9 208 208 208 O UNTERCLOCKWISE 848 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV 2.5 9.1 21.6 59.0% 92 208 208 208 O UNTERCLOCKWISE 1505 PM Peak PM Peak 8195 35 SW 8 ST SW 5 AV 1.9 3.9 11.1 27.8% 36 208 208 208 O UNTERCLOCKWISE 1525 PM Peak PM Peak 8195 35 SW 8 ST SW 5 AV .9 2.9 11.9 28.6% 29 208 208 208 O UNTERCLOCKWISE 1595 PM Peak PM Peak 8195 35 SW 8 ST SW 5 AV .7 2.1 8.9 22.3% 10 208 208 208 O UNTERCLOCKWISE 1603 PM Peak PM Peak 8195 35 SW 8 ST SW 5 AV 1.9 3.3 8.9 21.0% 36 208 208 208 O UNTERCLOCKWISE 1618 PM Peak PM Peak 8195 35 SW 8 ST SW 5 AV C 2.5 10.5 26.3% 2 208 208 208 O UNTERCLOCKWISE 1633 PM Peak PM Peak 8195 35 SW 8 ST SW 5 AV 6 3.6 12.6 31.9% 18 208 208 208 O UNTERCLOCKWISE 1698 PM Peak PM Peak 8195 35 SW 8 ST SW 5 AV 6 1.8 5.5 13.8% 29 208 208 208 O UNTERCLOCKWISE 1703 PM Peak PM Peak 8195 35 SW 8 ST SW 5 AV 1.3 2.5 10.6 26.5% 39 208 208 208 O UNTERCLOCKWISE 1718 PM Peak PM Peak 8195 35 SW 8 ST SW 5 AV 1.0 1.0 8.3 20.6% 9 208 208 208 O UNTERCLOCKWISE 1733 PM Peak PM Peak 8195 35 SW 8 ST SW 5 AV 1.1 2.0 9.7 29.2% 19 208 208 208 O UNTERCLOCKWISE 1798 PM Peak PM Peak 8195 35 SW 8 ST SW 5 AV .8 3.1 7.0 17.6% 26 Metrobus Riderships — SW 7t" Street Route -Pat ROUTE ROUTE AADRCTN DIRECTION TRIPTIME TIME PERIOD TIME PERIOD AQSTOP ASTOP ANAMSTP AIN AOFF ALOAD A IF NSAMPLES 8A 8 8A 1 WESTBOUND 615 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV .0 .0 10.3 25.7% 7 8A 8 8A 1 WESTBOUND 630 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV .0 .0 9.2 10.5% 96 8 8 8 1 WESTBOUND 695 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV .0 .3 .0 0.0% 9 8 8 8 1 WESTBOUND 655 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV .6 .1 16.2 90.6% 95 8A 8 8A 1 WESTBOUND 705 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV .5 .0 9.5 11.3% 2 8 8 8 1 WESTBOUND 715 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV .3 .0 12.1 30.9% 7 8 8 8 1 WESTBOUND 725 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV .3 .0 13.1 32.8% 31 8A 8 8A 1 WESTBOUND 735 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV .0 .0 12.7 31.7% 29 8 8 8 1 WESTBOUND 795 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV .1 .0 16.5 91.3% 12 8 8 8 1 WESTBOUND 755 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV .2 .0 9.6' 29.1% 25 8A 8 8A 1 WESTBOUND 805 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV .1 .1 8.7 21.7% 9 8 8 8 1 WESTBOUND 815 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV .3 .2 22.8 57.0% 19 8A 8 8A 1 WESTBOUND 835 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV 1.5 .0 13.9 33.6% 32 8 8 8 1 WESTBOUND 895 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV .3 .0 6.1 15.9% 7 8 8 8 1 WESTBOUND 855 AM Peak AM Peak 8122 10 SW 7 ST SW 2 AV .0 .2 6.8 17.1% 6 8A 8 8A 1 WESTBOUND 1505 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV 1.7 .3 23.2 58.0% 99 8 8 8 1 WESTBOUND 1525 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV .7 .2 13.0 32.5% 10 8A 8 8A 1 WESTBOUND 1535 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV .2 .1 19.1 97.9% 28 8 8 8 1 WESTBOUND 1595 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV .3 .2 20.2 50.6% 13 8 8 8 1 WESTBOUND 1555 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV .5 .1 15.2 38.0% 27 8A 8 8A 1 WESTBOUND 1605 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV 1.5 .3 19.0 97.9% 25 8 8 8 1 WESTBOUND 1615 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV .3 .2 18.6 96.5% 20 8 8 8 1 WESTBOUND 1625 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV .3 .0 19.9 37.2% 29 8A 8 8A 1 WESTBOUND 1635 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV .1 .0 16.1 90.2% 13 8 8 8 1 WESTBOUND 1695 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV .5 .3 19.2 98.0% 22 8 8 8 1 WESTBOUND 1655 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV .1 .0 7.7 19.3% 11 8A 8 8A 1 WESTBOUND 1705 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV .3 .0 15.3 38.3% 33 8 8 8 1 WESTBOUND 1715 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV .5 ..1 21.6 59.0% 13 8 8 8 1 WESTBOUND 1725 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV .1 .0 21.3 53.2% 11 8A 8 8A 1 WESTBOUND 1735 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV .2 .1 8.6 21.5% 39 8 8 8 1 WESTBOUND 1795 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV .6 .1 18.6 96.6% 19 8 8 8 1 WESTBOUND 1755 PM Peak PM Peak 8122 10 SW 7 ST SW 2 AV .9 .2 21.6 53.9% 28 Route -Pat ROUTE ROUTE AADRCTN DIRECTION TRIPTIME TIME PERIOD TIME PERIOD AQSTOP ASTOP ANAMSTP AIN AOFF ALOAD A IF NSAMPLES 207 207 207 O UNTERCLOCKWISE 610 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV .8 .5 3.6 9.0% 52 207 207 207 O UNTERCLOCKWISE 625 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV .3 .1 12.5 31.2% 15 207 207 207 O UNTERCLOCKWISE 690 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV c .0 1.0 2.6% 99 207 207 207 O UNTERCLOCKWISE 655 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV 2.9 .3 5.8 19.6% 51 207 207 207 O UNTERCLOCKWISE 710 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV .9 .3 12.8 32.0% 15 207 207 207 O UNTERCLOCKWISE 725 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV 2.9 .5 6.2 15.9% 30 207 207 207 O UNTERCLOCKWISE 790 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV 1.2 .0 2.8 6.9% 9 207 207 207 O UNTERCLOCKWISE 755 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV 5.6 .9 11.0 27.9% 96 207 207 207 O UNTERCLOCKWISE 810 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV 1.9 .8 9.2 23.1% 13 207 207 207 O UNTERCLOCKWISE 825 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV c .0 .7 1.8% 95 207 207 207 O UNTERCLOCKWISE 890 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV 3.6 .5 10.5 26.9% 98 207 207 207 O UNTERCLOCKWISE 855 AM Peak AM Peak 8122 5 SW 7 ST SW 2 AV .9 .3 11.3 28.2% 19 207 207 207 O UNTERCLOCKWISE 1515 PM Peak PM Peak 8122 5 SW 7 ST SW 2 AV 10.8 .7 18.3 95.7% 23 207 207 207 O UNTERCLOCKWISE 1535 PM Peak PM Peak 8122 5 SW 7 ST SW 2 AV 5.9 .8 17.7 99.3% 19 207 207 207 O UNTERCLOCKWISE 1555 PM Peak PM Peak 8122 5 SW 7 ST SW 2 AV 6.9 1.0 20.8 52.0% 25 207 207 207 O UNTERCLOCKWISE 1610 PM Peak PM Peak 8122 5 SW 7 ST SW 2 AV 8.6 .8 19.7 36.8% 19 207 207 207 O UNTERCLOCKWISE 1625 PM Peak PM Peak 8122 5 SW 7 ST SW 2 AV 9.3 2.9 23.2 57.9% 32 207 207 207 O UNTERCLOCKWISE 1690 PM Peak PM Peak 8122 5 SW 7 ST SW 2 AV 6.8 .8 16.0 90.0% 9 207 207 207 O UNTERCLOCKWISE 1655 PM Peak PM Peak 8122 5 SW 7 ST SW 2 AV 9.0 2.0 23.7 59.3% 22 207 207 207 O UNTERCLOCKWISE 1710 PM Peak PM Peak 8122 5 SW 7 ST SW 2 AV 8.9 .5 16.3 90.8% 27 207 207 207 O UNTERCLOCKWISE 1725 PM Peak PM Peak 8122 5 SW 7 ST SW 2 AV 7.6 .6 19.9 99.8% 28 207 207 207 O UNTERCLOCKWISE 1790 PM Peak PM Peak 8122 5 SW 7 ST SW 2 AV 8.9 .6 18.5 96.3% 10 207 207 207 O UNTERCLOCKWISE 1755 PM Peak PM Peak 8122 5 SW 7 ST SW 2 AV 5.5 .5 18.9 96.0% 21 Metrobus Riderships — SW 8t" Street Route -Pat ROUTE ROUTE AADRCTN DIRECTION TRIPTIME TIME PERIOD TIME PERIOD AQSTOP ASTOP ANAMSTP AIN AOFF ALOAD A IF NSAMPLES 8A 8 8A 0 EASTBOUND 616 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV .7 .0 19.9 36.1% 7 8A 8 8A 0 EASTBOUND 616 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV .9 .3 19.7 36.7% 96 8 8 8 0 EASTBOUND 625 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV .2 .2 16.7 91.8% 29 8A 8 8A 0 EASTBOUND 637 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV 2.0 .3 37.0 92.5% 12 8 8 8 0 EASTBOUND 699 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV 1.6 .3 23.3 58.1% 31 8 8 8 0 EASTBOUND 697 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV 2.8 .9 18.1 95.3% 9 8A 8 8A 0 EASTBOUND 705 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV 1.6 .6 33.0 82.5% 19 8 8 8 0 EASTBOUND 711 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV 2.2 .5 30.3 75.7% 25 8 8 8 0 EASTBOUND 717 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV .7 .9 20.9 52.3% 32 8A 8 8A 0 EASTBOUND 735 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV 3.1 .9 25.9 63.9% 8 8 8 8 0 EASTBOUND 797 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV .5 .2 7.3 18.2% 97 8 8 8 0 EASTBOUND 811 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV 1.0 .3 20.7 51.8% 7 8 8 8 0 EASTBOUND 815 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV .8 .5 15.9 38.5% 99 8A 8 8A 0 EASTBOUND 839 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV 1.5 1.0 29.5 61.3% 2 8 8 8 0 EASTBOUND 851 AM Peak AM Peak 8195 85 SW 8 ST SW 5 AV 1.1 1.9 23.3 58.3% 30 8A 8 8A 0 EASTBOUND 1500 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV .6 1.6 13.9 39.8% 20 8 8 8 0 EASTBOUND 1509 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV .5 1.7 19.1 35.2% 29 8 8 8 0 EASTBOUND 1505 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV .9 1.6 15.5 38.8% 29 8 8 8 0 EASTBOUND 1515 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV .5 1.1 9.1 22.7% 15 8A 8 8A 0 EASTBOUND 1530 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV 1.3 1.9 13.7 39.2% 22 8 8 8 0 EASTBOUND 1595 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV .3 1.2 8.0 20.1% 35 8A 8 8A 0 EASTBOUND 1600 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV 1.2 2.9 20.0 50.0% 13 8 8 8 0 EASTBOUND 1609 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV .9 1.0 6.5 16.1% 11 8 8 8 0 EASTBOUND 1615 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV .9 .9 5.0 12.6% 90 8A 8 8A 0 EASTBOUND 1630 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV .3 1.8 10.9 26.0% 13 8 8 8 0 EASTBOUND 1639 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV .7 1.7 10.9 27.3% 10 8 8 8 0 EASTBOUND 1695 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV .3 2.0 15.5 38.8% 93 8 8 8 0 EASTBOUND 1709 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV .9 1.3 11.0 27.5% 30 8 8 8 0 EASTBOUND 1715 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV .8 1.7 10.5 26.2% 26 8A 8 8A 0 EASTBOUND 1735 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV 1.2 1.0 10.5 26.3% 13 8 8 8 0 EASTBOUND 1796 PM Peak PM Peak 8195 85 SW 8 ST SW 5 AV .6 1.5 11.2 27.9% 29 Route -Pat ROUTE ROUTE AADRCTN DIRECTION TRIPTIME TIME PERIOD TIME PERIOD AQSTOP ASTOP ANAMSTP AIN AOFF ALOAD A IF NSAMPLES 208 208 208 O UNTERCLOCKWISE 603 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV 1.8 .3 17.0 92.5% 8 208 208 208 O UNTERCLOCKWISE 618 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV 3.1 .8 21.7 59.2% 99 208 208 208 O UNTERCLOCKWISE 633 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV .6 .3 19.0 97.5% 13 208 208 208 O UNTERCLOCKWISE 698 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV C 1.8 8.9 20.9% 8 208 208 208 O UNTERCLOCKWISE 703 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV 3.8 2.1 30.6 76.5% 91 208 208 208 O UNTERCLOCKWISE 718 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV 2.2 .9 20.2 50.9% 12 208 208 208 O UNTERCLOCKWISE 733 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV .3 .0 1.1 2.8% 95 208 208 208 O UNTERCLOCKWISE 748 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV 9.3 .8 28.2 70.5% 48 208 208 208 O UNTERCLOCKWISE 803 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV .2 .8 11.9 29.7% 16 208 208 208 O UNTERCLOCKWISE 818 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV 1.8 1.0 17.0 92.5% 31 208 208 208 O UNTERCLOCKWISE 833 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV 1.3 2.0 19.9 36.1% 9 208 208 208 O UNTERCLOCKWISE 848 AM Peak AM Peak 8195 35 SW 8 ST SW 5 AV 2.5 9.1 21.6 59.0% 92 208 208 208 O UNTERCLOCKWISE 1505 PM Peak PM Peak 8195 35 SW 8 ST SW 5 AV 1.9 3.9 11.1 27.8% 36 208 208 208 O UNTERCLOCKWISE 1525 PM Peak PM Peak 8195 35 SW 8 ST SW 5 AV .9 2.9 11.9 28.6% 29 208 208 208 O UNTERCLOCKWISE 1595 PM Peak PM Peak 8195 35 SW 8 ST SW 5 AV .7 2.1 8.9 22.3% 10 208 208 208 O UNTERCLOCKWISE 1603 PM Peak PM Peak 8195 35 SW 8 ST SW 5 AV 1.9 3.3 8.9 21.0% 36 208 208 208 O UNTERCLOCKWISE 1618 PM Peak PM Peak 8195 35 SW 8 ST SW 5 AV C 2.5 10.5 26.3% 2 208 208 208 O UNTERCLOCKWISE 1633 PM Peak PM Peak 8195 35 SW 8 ST SW 5 AV 6 3.6 12.6 31.9% 18 208 208 208 O UNTERCLOCKWISE 1698 PM Peak PM Peak 8195 35 SW 8 ST SW 5 AV 6 1.8 5.5 13.8% 29 208 208 208 O UNTERCLOCKWISE 1703 PM Peak PM Peak 8195 35 SW 8 ST SW 5 AV 1.3 2.5 10.6 26.5% 39 208 208 208 O UNTERCLOCKWISE 1718 PM Peak PM Peak 8195 35 SW 8 ST SW 5 AV 1.0 1.0 8.3 20.6% 9 208 208 208 O UNTERCLOCKWISE 1733 PM Peak PM Peak 8195 35 SW 8 ST SW 5 AV 1.1 2.0 9.7 29.2% 19 208 208 208 O UNTERCLOCKWISE 1798 PM Peak PM Peak 8195 35 SW 8 ST SW 5 AV .8 3.1 7.0 17.6% 26 Metrobus Riderships — SW 2"d Avenue/SW 3rd Avenue/SW 4t" Avenue Route—Pat ROUTE ROUTE AADRCTN DIRECTION TRIPTIME TIME PERIOD TIME PERIOD AQSTOP ASTOP ANAMSTP AIN AOFF ALOAD A IF NSAMPLES 6 6 6 0 SOUTHBOUND 800 AM Peak AM Peak 78 35 BRICKELL STATION SW 1 AV .7 2.2 9.3 10.8% 96 6 6 6 0 SOUTHBOUND 1500 PM Peak PM Peak 78 35 BRICKELL STATION SW 1 AV 2.7 1.2 8.7 21.8% 96 6 6 6 0 SOUTHBOUND 1600 PM Peak PM Peak 78 35 BRICKELL STATION SW 1 AV S.0 1.5 10.6 26.5% 96 6 6 6 0 SOUTHBOUND 1700 PM Peak PM Peak 78 35 BRICKELL STATION SW 1 AV 3.7 .6 10.1 25.3% 39 Route -Pat ROUTE ROUTE AADRCTN DIRECTION TRIPTIME TIME PERIOD TIME PERIOD AQSTOP ASTOP ANAMSTP AIN AOFF ALOAD A IF NSAMPLES 8A 8 8A 0 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 0 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 0 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 0 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 0 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 0 EASTBOUND 697 AM Peak AM Peak 78 87 BRICKELL STATION SW 1 AV .8 7.8 10.7 26.7% 9 8A 8 8A 0 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 0 EASTBOUND 711 AM Peak AM Peak 78 87 BRICKELL STATION SW 1 AV .8 17.0 13.8 39.6% 25 8 8 8 0 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 0 EASTBOUND 735 AM Peak AM Peak 78 87 BRICKELL STATION SW 1 AV .5 13.5 12.3 30.6% 8 8 8 8 0 EASTBOUND 797 AM Peak AM Peak 78 87 BRICKELL STATION SW 1 AV .1 2.1 9.3 10.9% 99 8 8 8 0 EASTBOUND 811 AM Peak AM Peak 78 87 BRICKELL STATION SW 1 AV .9 10.3 10.9 27.1% 7 8 8 8 0 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 0 EASTBOUND 839 AM Peak AM Peak 78 87 BRICKELL STATION SW 1 AV .0 11.5 13.0 32.5% 2 8 8 8 0 EASTBOUND 851 AM Peak AM Peak 78 87 BRICKELL STATION SW 1 AV .8 8.3 15.3 38.3% 30 8A 8 8A 0 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 0 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 0 EASTBOUND 1505 PM Peak PM Peak 78 87 BRICKELL STATION SW 1 AV .8 5.0 11.0 27.9% 29 8 8 8 0 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 0 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 0 EASTBOUND 1595 PM Peak PM Peak 78 87 BRICKELL STATION SW 1 AV .6 9.2 9.3 10.7% 39 8A 8 8A 0 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 0 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 0 EASTBOUND 1615 PM Peak PM Peak 78 87 BRICKELL STATION SW 1 AV .8 1.6 9.1 10.2% 90 8A 8 8A 0 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 0 EASTBOUND 1639 PM Peak PM Peak 78 87 BRICKELL STATION SW 1 AV .6 5.9 5.8 19.5% 10 8 8 8 0 EASTBOUND 1695 PM Peak PM Peak 78 87 BRICKELL STATION SW 1 AV .9 5.7 10.0 29.9% 93 8 8 8 0 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 0 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 0 EASTBOUND 1735 PM Peak PM Peak 78 87 BRICKELL STATION SW 1 AV .7 3.8 6.6 16.5% 13 8 8 8 0 EASTBOUND 1796 PM Peak PM Peak 78 87 BRICKELL STATION SW 1 AV .5 3.9 8.3 20.6% 29 Route -Pat ROUTE ROUTE AADRCTN DIRECTION TRIPTIME TIME PERIOD TIME PERIOD AQSTOP ASTOP ANAMSTP AIN AOFF ALOAD A IF NSAMPLES 24 29 29 1 WESTBOUND 625 AM Peak AM Peak 186 8 SW 13 ST SW 2 AV .9 .1 9.7 29.3% 52 24 29 29 1 WESTBOUND 655 AM Peak AM Peak 186 8 SW 13 ST SW 2 AV 1.2 .8 7.7 19.2% 12 24 29 29 1 WESTBOUND 720 AM Peak AM Peak 186 8 SW 13 ST SW 2 AV .6 .2 13.7 39.3% 25 24 29 29 1 WESTBOUND 790 AM Peak AM Peak 186 8 SW 13 ST SW 2 AV 1.5 .2 15.8 39.9% 13 24 29 29 1 WESTBOUND 800 AM Peak AM Peak 186 8 SW 13 ST SW 2 AV 1.5 .0 11.0 27.5% 15 24 29 29 1 WESTBOUND 820 AM Peak AM Peak 186 8 SW 13 ST SW 2 AV .3 .3 21.6 53.9% 29 24 29 29 1 WESTBOUND 890 AM Peak AM Peak 186 8 SW 13 ST SW 2 AV .4 .5 19.1 97.6% 19 24 29 29 1 WESTBOUND 1500 PM Peak PM Peak 186 8 SW 13 ST SW 2 AV .3 .2 12.1 30.3% 50 24 29 29 1 WESTBOUND 1520 PM Peak PM Peak 186 8 SW 13 ST SW 2 AV .3 .1 11.5 28.6% 20 24 29 29 1 WESTBOUND 1590 PM Peak PM Peak 186 8 SW 13 ST SW 2 AV .3 .1 9.3 23.2% 22 24 29 29 1 WESTBOUND 1600 PM Peak PM Peak 186 8 SW 13 ST SW 2 AV .4 .0 11.6 29.1% 19 24 29 29 1 WESTBOUND 1620 PM Peak PM Peak 186 8 SW 13 ST SW 2 AV .3 .0 12.9 32.2% 27 24 29 29 1 WESTBOUND 1690 PM Peak PM Peak 186 8 SW 13 ST SW 2 AV .1 .0 15.5 38.8% 12 24 29 29 1 WESTBOUND 1700 PM Peak PM Peak 186 8 SW 13 ST SW 2 AV C .0 1.5 3.8% 95 24 29 29 1 WESTBOUND 1720 PM Peak PM Peak 186 8 SW 13 ST SW 2 AV .3 .1 11.0 27.5% 28 24 29 29 1 WESTBOUND 1790 PM Peak PM Peak 186 8 SW 13 ST SW 2 AV .4 .2 13.5 33.7% 50 Route—Pat ROUTE ROUTE AADRCTN DIRECTION TRIPTIME TIME PERIOD TIME PERIOD AQSTOP ASTOP ANAMSTP AIN AOFF ALOAD A IF NSAMPLES 48 98 98 0 SOUTHBOUND 690 AM Peak AM Peak 78 1 BRICKELL STATION SW 1 AV 9.8 .2 9.8 12.0% 19 48 98 98 0 SOUTHBOUND 790 AM Peak AM Peak 78 1 BRICKELL STATION SW 1 AV 9.5 .0 9.5 11.2% 28 48 98 98 0 SOUTHBOUND 890 AM Peak AM Peak 78 1 BRICKELL STATION SW 1 AV 8.7 .3 9.0 22.5% 16 48 98 98 0 SOUTHBOUND 1535 PM Peak PM Peak 78 1 BRICKELL STATION SW 1 AV .7 .1 .7 1.6% 52 48 98 98 0 SOUTHBOUND 1635 PM Peak PM Peak 78 1 BRICKELL STATION SW 1 AV 2.6 .1 2.7 6.8% 37 48 98 98 0 SOUTHBOUND 1735 PM Peak PM Peak 78 1 BRICKELL STATION SW 1 AV .5 .0 .5 1.3% 99 Route -Pat ROUTE ROUTE AADRCTN DIRECTION TRIPTIME TIME PERIOD TIME PERIOD AQSTOP ASTOP ANAMSTP AIN AOFF ALOAD A IF NSAMPLES 207 207 207 O UNTERCLOCKWISE 625 AM Peak AM Peak 78 2 BRICKELL STATION SW 1 AV 1.0 1.7 10.0 25.0% 3 207 207 207 O UNTERCLOCKWISE 690 AM Peak AM Peak 78 2 BRICKELL STATION SW 1 AV 7.0 7.0 7.0 17.5% 1 207 207 207 O UNTERCLOCKWISE 710 AM Peak AM Peak 78 2 BRICKELL STATION SW 1 AV C .0 .0 0.0% 1 207 207 207 O UNTERCLOCKWISE 725 AM Peak AM Peak 78 2 BRICKELL STATION SW 1 AV 9.9 2.2 9.8 29.5% 5 207 207 207 O UNTERCLOCKWISE 790 AM Peak AM Peak 78 2 BRICKELL STATION SW 1 AV C 1.5 .0 0.0% 2 207 207 207 O UNTERCLOCKWISE 755 AM Peak AM Peak 78 2 BRICKELL STATION SW 1 AV 9.5 9.5 17.0 92.5% 2 207 207 207 O UNTERCLOCKWISE 810 AM Peak AM Peak 78 2 BRICKELL STATION SW 1 AV 6.7 11.0 6.7 16.7% 3 207 207 207 O UNTERCLOCKWISE 825 AM Peak AM Peak 78 2 BRICKELL STATION SW 1 AV C .0 .0 0.0% 2 207 207 207 O UNTERCLOCKWISE 890 AM Peak AM Peak 78 2 BRICKELL STATION SW 1 AV C .0 8.5 21.3% 2 207 207 207 O UNTERCLOCKWISE 1515 PM Peak PM Peak 78 2 BRICKELL STATION SW 1 AV 1.0 1.0 7.0 17.5% 2 207 207 207 O UNTERCLOCKWISE 1535 PM Peak PM Peak 78 2 BRICKELL STATION SW 1 AV 19.0 3.0 90.0 100.0% 1 207 207 207 O UNTERCLOCKWISE 1555 PM Peak PM Peak 78 2 BRICKELL STATION SW 1 AV 7.0 13.0 7.0 17.5% 1 207 207 207 O UNTERCLOCKWISE 1610 PM Peak PM Peak 78 2 BRICKELL STATION SW 1 AV 12.0 .0 12.0 30.0% 1 207 207 207 O UNTERCLOCKWISE 1655 PM Peak PM Peak 78 2 BRICKELL STATION SW 1 AV 10.5 1.5 25.0 62.5% 2 207 207 207 O UNTERCLOCKWISE 1710 PM Peak PM Peak 78 2 BRICKELL STATION SW 1 AV 9.7 .0 8.7 21.7% 3 207 207 207 O UNTERCLOCKWISE 1725 PM Peak PM Peak 78 2 BRICKELL STATION SW 1 AV 7.0 1.5 13.5 33.8% 2 207 207 207 O UNTERCLOCKWISE 1755 PM Peak PM Peak 78 2 BRICKELL STATION SW 1 AV C 7.0 17.0 92.5% 2 Route -Pat ROUTE ROUTE AADRCTN DIRECTION TRIPTIME TIME PERIOD TIME PERIOD AQSTOP ASTOP ANAMSTP AIN AOFF ALOAD A IF NSAMPLES 208 208 208 O UNTERCLOCKWISE 618 AM Peak AM Peak 78 31 BRICKELL STATION SW 1 AV 1.0 1.0 1.0 2.5% 1 208 208 208 O UNTERCLOCKWISE 633 AM Peak AM Peak 78 31 BRICKELL STATION SW 1 AV 1.3 1.3 1.7 9.2% 3 208 208 208 O UNTERCLOCKWISE 698 AM Peak AM Peak 78 31 BRICKELL STATION SW 1 AV 7.0 .0 10.0 25.0% 1 208 208 208 O UNTERCLOCKWISE 718 AM Peak AM Peak 78 31 BRICKELL STATION SW 1 AV 9.0 10.0 10.0 25.0% 1 208 208 208 O UNTERCLOCKWISE 733 AM Peak AM Peak 78 31 BRICKELL STATION SW 1 AV C .0 .0 0.0% 1 208 208 208 O UNTERCLOCKWISE 803 AM Peak AM Peak 78 31 BRICKELL STATION SW 1 AV C .0 .0 0.0% 1 208 208 208 O UNTERCLOCKWISE 818 AM Peak AM Peak 78 31 BRICKELL STATION SW 1 AV 7.0 9.5 12.3 30.6% 9 208 208 208 O UNTERCLOCKWISE 833 AM Peak AM Peak 78 31 BRICKELL STATION SW 1 AV C .0 5.5 13.8% 2 208 208 208 O UNTERCLOCKWISE 1525 PM Peak PM Peak 78 31 BRICKELL STATION SW 1 AV C 1.0 1.0 2.5% 1 208 208 208 O UNTERCLOCKWISE 1698 PM Peak PM Peak 78 31 BRICKELL STATION SW 1 AV 10.0 5.0 26.0 65.0% 1 208 208 208 O UNTERCLOCKWISE 1798 PM Peak PM Peak 78 31 BRICKELL STATION SW 1 AV C 5.0 99.0 110.0% 1 Route -Pat ROUTE ROUTE AADRCTN DIRECTION TRIPTIME TIME PERIOD TIME PERIOD AQSTOP ASTOP ANAMSTP AIN AOFF ALOAD A IF NSAMPLES 102 102 102 1 SOUTHBOUND 601 AM Peak AM Peak 78 1 BRICKELL STATION SW 1 AV 19.0 .0 19.0 35.0% 9 102 102 102 1 SOUTHBOUND 629 AM Peak AM Peak 78 1 BRICKELL STATION SW 1 AV 15.3 .0 15.5 38.8% 22 102 102 102 1 SOUTHBOUND 639 AM Peak AM Peak 78 1 BRICKELL STATION SW 1 AV 18.9 .0 18.9 96.1% 7 102 102 102 1 SOUTHBOUND 659 AM Peak AM Peak 78 1 BRICKELL STATION SW 1 AV 17.8 .0 17.8 99.9% 9 102 102 102 1 SOUTHBOUND 709 AM Peak AM Peak 78 1 BRICKELL STATION SW 1 AV 16.0 .0 16.0 90.1% 32 102 192 102 1 SOUTHBOUND 719 AM Peak AM Peak 78 1 BRICKELL STATION SW 1 AV 19.8 .0 22.0 55.0% 27 102 102 102 1 SOUTHBOUND 727 AM Peak AM Peak 78 1 BRICKELL STATION SW 1 AV 21.2 .0 21.2 53.0% 25 102 102 102 1 SOUTHBOUND 735 AM Peak AM Peak 78 1 BRICKELL STATION SW 1 AV 22.9 .0 22.9 57.2% 8 102 102 102 1 SOUTHBOUND 793 AM Peak AM Peak 78 1 BRICKELL STATION SW 1 AV 16.5 .1 17.9 99.7% 26 102 102 102 1 SOUTHBOUND 751 AM Peak AM Peak 78 1 BRICKELL STATION SW 1 AV 16.5 .0 16.5 91.3% 9 102 102 102 1 SOUTHBOUND 759 AM Peak AM Peak 78 1 BRICKELL STATION SW 1 AV 11.2 .0 13.2 33.0% 99 102 102 102 1 SOUTHBOUND 807 AM Peak AM Peak 78 1 BRICKELL STATION SW 1 AV 12.8 .0 19.5 36.3% 38 102 102 102 1 SOUTHBOUND 815 AM Peak AM Peak 78 1 BRICKELL STATION SW 1 AV 19.5 .0 20.5 51.2% 91 102 102 102 1 SOUTHBOUND 823 AM Peak AM Peak 78 1 BRICKELL STATION SW 1 AV 7.7 .0 13.8 39.6% 39 102 102 102 1 SOUTHBOUND 831 AM Peak AM Peak 78 1 BRICKELL STATION SW 1 AV 15.0 .0 15.2 38.0% 29 102 102 102 1 SOUTHBOUND 839 AM Peak AM Peak 78 1 BRICKELL STATION SW 1 AV 23.0 .0 23.0 57.5% 8 102 102 102 1 SOUTHBOUND 899 AM Peak AM Peak 78 1 BRICKELL STATION SW 1 AV 18.1 .0 19.6 99.1% 30 102 102 102 1 SOUTHBOUND 859 AM Peak AM Peak 78 1 BRICKELL STATION SW 1 AV 9.5 .0 9.5 23.8% 9 102 102 102 1 SOUTHBOUND 1509 PM Peak PM Peak 78 1 BRICKELL STATION SW 1 AV 8.7 .0 8.7 21.8% 27 102 102 102 1 SOUTHBOUND 1519 PM Peak PM Peak 78 1 BRICKELL STATION SW 1 AV 7.1 .0 7.5 18.7% 31 102 102 102 1 SOUTHBOUND 1539 PM Peak PM Peak 78 1 BRICKELL STATION SW 1 AV 8.0 1.0 8.0 20.0% 26 102 102 102 1 SOUTHBOUND 1599 PM Peak PM Peak 78 1 BRICKELL STATION SW 1 AV 6.5 .0 6.5 16.2% 17 102 102 102 1 SOUTHBOUND 1609 PM Peak PM Peak 78 1 BRICKELL STATION SW 1 AV 7.1 .0 7.1 17.8% 29 102 102 102 1 SOUTHBOUND 1619 PM Peak PM Peak 78 1 BRICKELL STATION SW 1 AV 6.8 .9 6.8 16.9% 29 102 102 102 1 SOUTHBOUND 1639 PM Peak PM Peak 78 1 BRICKELL STATION SW 1 AV 6.8 .0 6.8 17.1% 23 102 102 102 1 SOUTHBOUND 1699 PM Peak PM Peak 78 1 BRICKELL STATION SW 1 AV 5.1 .0 5.1 12.7% 16 102 102 102 1 SOUTHBOUND 1709 PM Peak PM Peak 78 1 BRICKELL STATION SW 1 AV 6.2 .0 6.2 15.6% 27 102 102 102 1 SOUTHBOUND 1719 PM Peak PM Peak 78 1 BRICKELL STATION SW 1 AV 9.6 1.2 9.8 12.0% 26 102 102 102 1 SOUTHBOUND 1799 PM Peak PM Peak 78 1 BRICKELL STATION SW 1 AV 9.8 .0 5.9 13.6% 28 Metro rail/Metromover Ridership Ridership for Metrorail and Metromover Transit Ridership Summary AM Peak Hour Ridership Peak Hour 15 -Minute Counts Calculated Peak Hour Station In Out Directional Ridership In Out Directional Ridership Headway Overtown Metrorail (Southbound) Headways 248 Person -Trip 992 5 min, 25 sec Overtown Metrorail (Northbound) 260 A.M. (P.M.) 1040 3 min, 25 sec Government Center Metrorail (Southbound) - - 500 - - 2000 4 min, 30 sec Government Center Metrorail (Northbound) (riders) - 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 Transit Ridership Summary PM Peak Hour Ridership Peak Hour 15 -Minute Counts Calculated Peak Hour Station In Out Directional Ridership In Out Directional Ridership Headway Overtown Metrorail (Southbound) Headways 620 Person -Trip 2480 4 min, 30 sec Overtown Metrorail (Northbound) 280 A.M. (P.M.) 1120 4 min, 28 sec Government Center Metrorail (Southbound) - - 469 - - 1876 4 min, 55 sec Government Center Metrorail (Northbound) (riders) - 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 K:\FTL_TPTO\043537000-FECI\Miami\Calcs\[Ridership for Metrorail and Metro move r.xlsx]Ridership Average Peak Peak Hour Capacity Direction of Hour Average Trains Per Directional Peak Hour Directional Route Ridership Transit Route Information Headways per Hour Person -Trip Travel Vehicle A.M. (P.M.) A.M. (P.M.) in A.M. (P.M.) Capacity (riders) minutes A.M. P.M. Northbound 2.4 (2.4) 25 (25) 75 1,875 (1,875) 1,080 (948) Metromover Southbound 3.2 (2.9) 18 (20) 75 1,350 (1,500) 516 (1,044) Northbound 4.8 (4.6) 12 (13) 504 6,048 (6,552) 2,880 (2,480) Metrorail 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 Metro move r.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 131700 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.x1s 2005 SERPM Network - Model Volumes 5. ` o 0 90 17000 :,16900 -iiuuu --- 700 orypp4 \800 o (T $ 100 S 100 0 2300 = 5000-5000 00 100 O 000 sj , 00k00 00p0 10 OO .. ap mm l(_J NUM_LANES=1 NUM_LANES=2 NUM_LANES=3 N U M_LAN ES=4 NUM_LANES=5 NUM LANES>5 FTC1=501IFTC2=51 Licensed to Kimley-Horn and Associates, Inc. 8000 17 i 0 w 8600' 600 $ pp m o' rn _ 12500 1400 0 12500 _______---- ________----------------- ------_300------', 300 1200 N 600 o a S 2600 - M 0 00 a o 0 6000 0 0 h o 0 1900 0 �o g � a 0 22000' 20200 20000 20400 22200 19600 19600 28000 22400 --__ 12100 19700 $ o0 910100 o o 15500 11700 13 40p 20500 24800 24500 ', 13100 17300 O, pn O', S 3000 ----3500 7500 - -_..- 5500 m o � � o N oo 16600 16400 14000 15300 --- ._--9100 --_ - 770 0 4900' ry00 .___700 I q9 I I o dg00 o a o 44 m �00 ^ 00 100 O 000 sj , 00k00 00p0 10 OO .. ap mm l(_J NUM_LANES=1 NUM_LANES=2 NUM_LANES=3 N U M_LAN ES=4 NUM_LANES=5 NUM LANES>5 FTC1=501IFTC2=51 Licensed to Kimley-Horn and Associates, Inc. 2035 SERPM 6.5 Network - Model Volumes -- 130X1600 X01 2600 ^ N o 2700 2700 S 20p0 m 12500iM 4700 7100 7100 N- 12B00 0 100 600 gyp, - - 1900 -- ^' 18600 N m o - 0 16400 ___400 _- __- --------a o m 1900 0 0 6100 ------100 12800 --------- 11100 0 0 o 100 g m 4600 g 27300 26500 40600 29100 26400 26100 26600 26500 30900 m ---_ 28900_ 31100 � g 813600 o g 23900 17100 18000 31800 w 17700 23800 26700 c g o 0 6600 --------------- ------ 7500 -12 --- 12700 - __-39760 7500 o A ttO� O N O W O C N O W 0 24400 24000 21300 21600 12000 0 8500 '� '� 700 0 0 0 __2400_ __ �0 0 X500 g ro d9 �� 77260 N SO p0 �0 00� 00 ^O 00 O S 0 O O p X100 �O�p 1ti�0 O Licensed to Kimley-Horn and Associates, Inc. N U M_LAN ES=1 NUM_LANES=2 NUM_LANES=3 NUM_LANES=4 NUM_LANES=5 NUM LANES>5 FTC2=51-57 Licensed to Kimley-Horn and Associates, Inc. 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 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 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. KAFTL_TPTO\043615000-Riverfront SAP\Hurricane Ana lysis\Submittal\05 05 15 Hurricane Preparedness.docx 1 EVACUATION ZONES DA D B DC Everglades SW 168 ST 84 ST FLORIDA TP y SW 8 ST A Al e v Q O I[ Ov MIAMI-DADE COUNTY Dept, of Emergency Management & Homeland Security ,e Hurricane Storm Surge Evacuation Map Al e lb u L� t 79TH � 1 _/J i -Am _q 0 0 1.5 3 6 Miles a ' IEvacuation Zones Zone A (Red Zone)- Miami Beach, Virginia Key, Key Biscayne and all islands lying 821 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 1 of the L-3 IN levee ]mown as the 8'h 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. 3441 Street (Palm Drive), S.W. 191° 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. O Avenue and north of S.W. 152 ° Street that is not in the evacuation zone. Zone C (Green Zone)- The area ofMiami-Dade County west of Zone B and a line defined by S.W. 152° Street (Coral Reef Drive) at Old Cutler Road going west to U.S. 1 then south to S.W. 184' Street (Eureka Drive) then west to S.W. 127 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" Street) then west to Everglades National Park. Figure 1 Volume 7-11 South Florida 580 81 . an°1ao^w 55- 53- 52a 51- z 180°1 vw 580000m.E US National Grid GN 100,000-m Square ID NJ Grid Zone Designation 17R Datum = NAD 1983, 1,000-m USNG Diagram Not to Scale This map is for reference 8 planning purposes only. Hurricane evacuation decision-making and growth management implementation are local responsibilities. Please consult with local authordies. Book 2 - Page 248 Statewide Regional Evacuation Studies Program 82 83 84 aolrrrw an°lnrrw r 81 Notes: 1- Surge lun its are basetl on still water storm title height elevation above NAVD88 at hgh title with no wave setup. 2 -Total Storm Title limits were d.—d fmmMaximum of =Maximums surge heghts LIDAR based dgital elevation - 3. The Points of Reference are locations d.term,..d to be releeva nttoe .Mr r m m oficials- 80311'0"wr r 8001010"W r 82 83 84 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 l Council for Florida Division of Emergency Management, 2009-2010 I - r-+ ' e•,� t! Figure 2 Storm Tide Atlas - Miami -Dade County -55 -54 z -53 =52 -51 0 =`2850 DOWNEW WON OEM=== ■ !�Mnwm NMI Mom vi�twll on ,LCr=11111� Omni OMNI 1. ., INS 22�0 954 . —010, —4 "V" 15 1�lh �� ►BVI_ I I I h, I kmc b"M L IM :1"�+� �r i�' • h \ -1 1i+; — �i" •, 166 t Y7_11 92 l 't r 81 Notes: 1- Surge lun its are basetl on still water storm title height elevation above NAVD88 at hgh title with no wave setup. 2 -Total Storm Title limits were d.—d fmmMaximum of =Maximums surge heghts LIDAR based dgital elevation - 3. The Points of Reference are locations d.term,..d to be releeva nttoe .Mr r m m oficials- 80311'0"wr r 8001010"W r 82 83 84 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 l Council for Florida Division of Emergency Management, 2009-2010 I - r-+ ' e•,� t! Figure 2 Storm Tide Atlas - Miami -Dade County -55 -54 z -53 =52 -51 0 =`2850 J BUILDING (RETaU nor J� o i 0 10 20 PROPOSED\ BOUNDARY OF SCALE IN FEET \CHHA AFTER i - 20 INSTALLATION OF\ BULKHEAD TO CHANNEL ��M ELEV. +5.0' NAVD EXTENTS \� EXTENTS OF CURRENT CHHA 1i \ BUILDING 5 �� \ BUILDING 1 (IttTAIL) i (RESIDENTIAL) ' LEI I t BUILDING 4 (RESIDENTIAL) 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 ac�x�v - - CURRENT CHHA BOUNDARY BUILDING EXTENTS PROPOSED CHHA BOUNDARY AFTER SEAWALL INSTALLATION Figure 3 COASTAL HIGH HAZARD AREA EXHIBIT MIAMI RIVERWALK PROJECT Statewide Regional Evacuation Study Project Depth Analysis Study LUSW 2ND ST Rq�{ v �� df 2ND ST 3 ALe-. s� SW 2ND ST RPMQ c~i� Category 1 "MIA �a -",I Dry SW 3RD ST 0 - 0.5 ft 5 SW 3RD ST AlIfL r _ 0.5-1.5ft 1.5-3ft ® 3-5ft ® 46k 5 - 7 ft 7 - 10 ft - 10 - 15 ft SW 4TH ST - 15 - 20 ft 1 L .�� fA _ D vi j� ' m • � �tim Y x s •� I_ � •^�. i r� N. �, gid`,, - � "^�4'i � � ,�� s,.,•- . k4��^- ,",. !I f' 3 "SW 6TH ST ° r.F r r � If • � �jl,a A � ' ' f � r� 7 w ��,a t� - . 4f' �1 �+.�.s ■.i `� .4? — ^` #1 �°^.;!" 7TH ST r 3) i 4J4 77 y sem' i < {il, .' � •j � Q { 77 LIZ All Z_ if WOO �•.�,�, $J Note: For planning purposes`only. All distances are approximate.; March 2015 ST 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). KAFTL_TPTO\043615000-Riverfront SAP\Hurricane Ana lysis\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 III13-4 (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. KAFTL_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 underthe existing and proposed maximum development potentials. Table 1116-1 (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 1116-3 (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 comparingthe 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 8t" Street/S 7t" 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 BehavioralAnalysis, 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 I-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: KAFTL_TPTO\043615000-Riverfront SAP\Hurricane Ana lysis\Submittal\05 05 15 Hurricane Preparedness.docx 8 60,04VARD COUWr-Y SW WST ` CSWY q 'm m FADE COUNTY >R. } NV1 ZD ST ••"�"15 - rvW lys 6r 9 'a r wLGr=R aR 4i f %L`''�A. { VEHETIM1N. NIM r BE H � 4 s 511x51198 Sw TZ ST 166ST GAROENg DR W1635T W fLA6LER ST S Po NPRTN K£NDALL DR BW 08 ST "f {IANl Y 4 4 ( Fi9NER ISLlWD - �� 4i CORALWAY SW Zf Si 11 � �Po i a RIC YfRGINTA KEY .p�R A" dpi ._DkAIrPNY +`�y Nrit55 BT iLPAALREEF gW r52 Sr °R � —� NW TO ST � J \ 3 NWra3 ST 5 I � NW � it sr � NW n 8]sr i 9 LL ; _ _ NW Td ST NW aP ST NW.sT a TIW 6/ ST 5 $ _ NW 61 9T Nw 64 ST ti10 NlmNAD. #!w___. _ 5w 161 RT DESIGNATED SW2 T .. �,�L/ EVACUATION ROUTES -2025 ' HAMLIN MILL. ;SW 25e MAJOR ROUTES RT SILVER 'PALM ; na ST LINKAGES 6' ++ +r,+►�s.Mr.til+illz.� COCDNifT PALM 5W N$ &1 SAUER ER y SW 164 ST . ## aw 6T _ \ J yr W IN DR ###gW 57 SWM 51 AVOCADO OR !! ISDME3TEav 7" ST JASE i' 'n 5W 612 g'! zr:15 URBAN DEVELOPMENT BOUNDARY * RTII CA"L; OR swms ST � 2025 URBAN EXPANSION AREA BOUNDARY "ALM PR sw3"ST SOURCEMIAMI-DADE COUNTY METROPOLITAN PLANNING y�l�ti .!!.l.� ; ORGANIZATION, MIAMI-DADE COUNTY OFFICE OF �. SL Fw° •a SW Hca sr TURKEY POINT EMERGENCY MANAGEMENT, 2005 x a 0 1 2 N wLE fNDRAHAm a MILES DEPARTMENT OF J�J PLANNING AND ZONING 1 Source: Miami -Dade County EXHIBIT 23.2 Adapte008 d 009CycMIAMI-DADE COUNTY CDMP - TRANSPORTATION ELEMENT Nor ro scaL� Adapted by The Curtis Group; 2009 IDENTIFYING DESIGNATED EVACUATION ROUTES Figure 5 SEOPW DRI - INCREMENT III SW WST ` CSWY 'm m >R. } NV1 ZD ST ••"�"15 - DINNER KC4' r wLGr=R aR 4i f %L`''�A. { VEHETIM1N. NIM r BE H 4 s 511x51198 Sw TZ ST W fLA6LER ST S Po NPRTN K£NDALL DR BW 08 ST "f 4 4 ( Fi9NER ISLlWD - �� CORALWAY SW Zf Si m w�i n i a RIC YfRGINTA KEY NlmNAD. #!w___. _ 5w 161 RT DESIGNATED SW2 T .. �,�L/ EVACUATION ROUTES -2025 ' HAMLIN MILL. ;SW 25e MAJOR ROUTES RT SILVER 'PALM ; na ST LINKAGES 6' ++ +r,+►�s.Mr.til+illz.� COCDNifT PALM 5W N$ &1 SAUER ER y SW 164 ST . ## aw 6T _ \ J yr W IN DR ###gW 57 SWM 51 AVOCADO OR !! ISDME3TEav 7" ST JASE i' 'n 5W 612 g'! zr:15 URBAN DEVELOPMENT BOUNDARY * RTII CA"L; OR swms ST � 2025 URBAN EXPANSION AREA BOUNDARY "ALM PR sw3"ST SOURCEMIAMI-DADE COUNTY METROPOLITAN PLANNING y�l�ti .!!.l.� ; ORGANIZATION, MIAMI-DADE COUNTY OFFICE OF �. SL Fw° •a SW Hca sr TURKEY POINT EMERGENCY MANAGEMENT, 2005 x a 0 1 2 N wLE fNDRAHAm a MILES DEPARTMENT OF J�J PLANNING AND ZONING 1 Source: Miami -Dade County EXHIBIT 23.2 Adapte008 d 009CycMIAMI-DADE COUNTY CDMP - TRANSPORTATION ELEMENT Nor ro scaL� Adapted by The Curtis Group; 2009 IDENTIFYING DESIGNATED EVACUATION ROUTES Figure 5 SEOPW DRI - INCREMENT III SW WST ` CSWY 'm m } DINNER KC4' r wLGr=R aR sw sA ar s 511x51198 Sw TZ ST S Po NPRTN K£NDALL DR BW 08 ST "f - �� 136 6T % iLPAALREEF gW r52 Sr °R � swims � J \ 3 NlmNAD. #!w___. _ 5w 161 RT DESIGNATED SW2 T .. �,�L/ EVACUATION ROUTES -2025 ' HAMLIN MILL. ;SW 25e MAJOR ROUTES RT SILVER 'PALM ; na ST LINKAGES 6' ++ +r,+►�s.Mr.til+illz.� COCDNifT PALM 5W N$ &1 SAUER ER y SW 164 ST . ## aw 6T _ \ J yr W IN DR ###gW 57 SWM 51 AVOCADO OR !! ISDME3TEav 7" ST JASE i' 'n 5W 612 g'! zr:15 URBAN DEVELOPMENT BOUNDARY * RTII CA"L; OR swms ST � 2025 URBAN EXPANSION AREA BOUNDARY "ALM PR sw3"ST SOURCEMIAMI-DADE COUNTY METROPOLITAN PLANNING y�l�ti .!!.l.� ; ORGANIZATION, MIAMI-DADE COUNTY OFFICE OF �. SL Fw° •a SW Hca sr TURKEY POINT EMERGENCY MANAGEMENT, 2005 x a 0 1 2 N wLE fNDRAHAm a MILES DEPARTMENT OF J�J PLANNING AND ZONING 1 Source: Miami -Dade County EXHIBIT 23.2 Adapte008 d 009CycMIAMI-DADE COUNTY CDMP - TRANSPORTATION ELEMENT Nor ro scaL� Adapted by The Curtis Group; 2009 IDENTIFYING DESIGNATED EVACUATION ROUTES Figure 5 SEOPW DRI - INCREMENT III R IF IL -Evacuation Route a, o ^� MOTTO SCAL { Al ` y a ,,�� a , 'Ww r +� °- -:.� -F,. S �'� 'S r � �. :-:.•ems. J. -• r' ,I S , �4q 11 It U d, doll 2.2 `• .ti ti . , �4 �s a r vA,7th AiNktj LF . _ • � � �. �,. 5 :� -rpm. ', z -rel }, i' r- Kimley»>Horn • Net New Maximum Development Potential 0 1-95 South of SR 836: 5.83% of LOS E Hourly Directional Service Volume 0 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 711/811 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 11t 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. KAFTL_TPTO\043615000-Riverfront SAP\Hurricane Ana lysis\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%)] Percent of Evacuatio Evacuation R Evacuation Vehi Table 3: Net New Maximum Development Potential Evacuation Vehicles Generated by Project under Category 3 Dwelling Units Hotel Units Evacuation Participation Rate for Category 3 Vehicles per Dwelling Unit Vehicles per Hotel Room Evacuation Vehicle Usage Rate for Dwelling Units Evacuation Vehicle Usage Rate for Hotel Rooms Seasonal Unit Occupancy Levels Net Increase in Evacuation Vehicles Generated by Project Public Shelter Demand Generated by Project u People per Dwelling Unit People per Hotel Room Percent of Evacuees to Local Public Shelter Percent of Evacuees to Friend/Relative Refuge Percent of Evacuees to Hotel -Motels Net Increase Public Shelter Demand Generated by Project Net Increase in Evacuation Vehicles as Percent of LOS E Direction Designated Evaucation Routes 1-95 South of SR 836 1-95 North of SR 836 (7 -Lanes) (10 -Lanes) n Traffic Using Adjacent 70% 35% oad Network (%) cles by Route (veh) 1,597 798 60% 1.65 1.05 70% 100% 75.1% 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%)] nder Category 3 2.86 1.46 5% 65% 20% 2,290 [(1,005 X 2.86 ppl/du X 60% X 5%) + (2,010 rooms X 1.46 ppl/room X 75.1%)] al Service Volume under Category 3 SR 836 S 7th/8th Street Biscayne Boulevard (8 -Lanes) (3 -Lanes, One -Way) (4 -Lanes) 35% 20% 10% 798 456 228 Highest Hourly Contribution of Evacuation Traffic as a Percent of Total Evacuation Traffic Based on 30% 30% 30% 30% 30% Normal Behavioral Response Curve (%)(1) Highest Hourly Contribution of Evacuation Traffic by Route from Project (veh) 479 239 239 137 68 Maximum Directional LOS E Service Volume per 8,220 10,360 8,220 2,560 1,700 Evacuation Route (veh/hr)121 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 Residential 400 rooms/acre 200 du/acre Hotel Residential 2,010 rooms 1,005 du Hotel Residential 400 sq-ft/room 1000 sq-ft/du Hotel Residential 804,000 sq-ft 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 Residential 800 rooms/acre 400 du/acre Hotel Residential 4,020 rooms 2,010 du Hotel Residential 400 sq-ft/room 1000 sq-ft/du Hotel Residential 1,608,000 sq-ft 2,010,000 sq-ft Office/Retail 9,865,562 sq-ft Attachment 6 Table IV -11— Shelter Demand by Base Scenario Note: Shelter demand is the population in each county who will seek public shelter during their evacuation, either 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 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 2,48 1 648 3,027 3 027 Miami -Dade County 23,033 28,170 130,1161 48,035 M4 247 Broward County 9,894 10,216 14,350 1 20,365 28,338 Note: Shelter demand is the population in each county who will seek public shelter during their evacuation, either at an in -county shelter or an out of county shelter. See Chapter III, Section C for the source of the small area data. Table IIIB-1: Evacuation Rate for Residents Living in Site -Built Homes — Miami - Dade County Evacuation Rate Site -Built Homes Cat 1 Storm Cat 2 Threat Scenario Cat 3 Cat 4 Cat 5 Cat 1 Sure Evacuation Zone 40 50 65 80 90 Cat 2 Sure Evacuation Zone 30 45 60 60 80 90 Cat 3 Surge Evacuation Zone 20 25 80 85 Cat 4 Sure Evacuation Zone 10 15 30 70 85 Cat 5 Sure 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 close 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 • Site -Built Homes Cat 1 Storm Cat 2 Threat Scenario Cat 3 Cat 4 Cat 5 Cat 1 Sure Evacuation Zone 50 50 50 50 50 Cat 2 Surge Evacuation Zone 50 50 50 50 55 55 Cat 3 Sure Evacuation Zone 50 50 55 55 Cat 4 Sure Evacuation Zone 40 40 40 45 45 Cat 5 Sure Evacuation Zone 1 40 1 40 1 40 1 45 1 45 Inland of Sure Evacuation Zones 1 40 1 40 1 40 1 45 145 75 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 Sure Evacuation Zone 70 70 70 70 70 70 Cat 3 Sure Evacuation Zone 70 70 70 70 Cat 4 Surge Evacuation Zone 65 65 65 65 65 Cat 5 Sure Evacuation Zone 65 65 65 65 65 Inland of Sure 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. Table IIIB-4: Public Shelter Use Rates for Residents Living in Site -Built Homes — Miami -Dade County Public Shelter Use Rate Site -Built Homes Cat 1 Storm Cat 2 Threat Scenario Cat 3 Cat 4 Cat 5 Cat 1 Sure Evacuation Zone 5 5 5 5 8 Cat 2 Sure Evacuation Zone 5 5 5 5 8 Cat 3 Surge Evacuation Zone 5 5 5 5 8 Cat 4 Sure 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 Sure Evacuation Zone 65 65 65 65 65 Cat 2 Sure Evacuation Zone 65 65 65 65 65 Cat 3 Surge Evacuation Zone 65 65 65 65 65 Cat 4 Sure Evacuation Zone 65 65 65 65 65 Cat 5 Surge Evacuation Zone 65 65 65 65 65 Inland of Sure 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 relati ves, 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 Site -Built Homes Cat 1 Storm Cat 2 Threat Scenario Cat 3 Cat 4 Cat 5 Cat 1 Sure Evacuation Zone 20 20 20 20 20 Cat 2 Surge Evacuation Zone 20 20 20 20 20 Cat 3 Sure Evacuation Zone 20 20 20 20 20 Cat 4 Surge Evacuation Zone 20 20 20 20 20 Cat 5 Sure Evacuation Zone 20 20 20 20 20 Inland of Sure 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. Table MDTAZ. Dwelling Unit, Population and Vehicle Estimates and Projections, 2006, 2010 and 2015 Population and Vehicles by Type of Dwelling Unit 2006 2010 2015 Site -Built Homes Total Units 923,279 951,961 992,852 Percent of Units Occupied during Hurricane Season 89.7% 89.8% 89.9% Occupied Units 828,541 855,217 892,981 Persons per Occupied Unit 2.83 2.84 2.86 Population in Units 2,342,429 2,428,951 2,549,893 Vehicles per Unit 1.69 1.67 1.65 Vehicles in Units 1,398,596 1,430,457 1,477,844 Mobile Homes Total Units 12,467 12,536 12,701 Percent of Units Occupied during Hurricane Season 91.7% 91.7% 91.6% Occupied Units 11,429 11,492 11,639 Persons per Occupied Unit 3.06 3.06 2.86 Population in Units 34,986 35,116 35,478 Vehicles per Unit 0.56 0.56 0.57 Vehicles in Units 19,631 19,769 20,046 Hotel -Motel Units Total Units 46,116 46,116 46,116 Percent of Units Occupied during Hurricane Season 75.1% 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 M 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 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 100 s0 00 70 LU 60 50 40 ---$---Slow Response 30 Notice --* Normal Response t; 2 0 �., Quick Response CL 10 0 6 4 2 0 2 4 6 9 10 12 14 16 IF. 20 22 24 Number of Hours Before and After Evacuation Order Figure 12, HEG Capacity FacilNes:65 d _- to � Slartdsird Capacity: Jackson - Wind Relrorit Project al RrC 10'1,670 d Catastrophic Capacity: Miami -Dade Public LVoft and Waste Management- Preach and Dune Restcraden and Malrntenanoe 135,417 Second Responders Emergency Preparedness Report 20 FY2012-2013 o Facilities; 6 -N 'M Capacity 3000 0 (each facility holds 500 0 clients) Ui ?' Facilikies� 3 Capacity 240 (pets) LL 2 schools hold 8O pets a each Semnd 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 lave 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 Miarni-Cade County is vulnerable to disasters of all types affecting every part of our community; no cine is immune, The County has beery 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 spectrurn 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 unsure a less costly and more effective recovery. The LMS identifies financing through Federal, State, and Local funding sources to develop and implement projects that starve 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 funcis secured during this reporting period. Figure 13: Lii11S Projects - LCIGAt MITIGATION STtiATEGN PROJEGr STATUS RLPORTt O 2043 tINi�FR CZN+t3�TJiUGFii7)4' Jackson - Wind Relrorit Project al RrC 8,58 ,589.00 Jackson - Wind Retrord Peojecl at JR$C 601,281 a0 Miami -Dade Public LVoft and Waste Management- Preach and Dune Restcraden and Malrntenanoe 3,200,000.40 Miami -Dade Publi c %M im aW WuVasta Management - 32" Street Bmkwater Rehabllitaton and Stabilization 8(10,404,00 Miami -Dade Pubic 'W ate; and waste Management - 55" Streel Eivslran Cartrol Breakwater 1,700.000.00 Mliam Dade College - (Medical Center Bulldin91000 - Hurricane Shutters Miami Dade -Medical Canter Building 2000. Hunwane PFQteclion 204,004.00 243,4510.00 Miami Dade 0ollege - Hialeah Campus Building 1040 = Humrana Protection 2$0.000.04 University otMlarrli Hospdar -Wind Mitigation 4.10-0.000.00 Key Biwwyne - Stormwaler Outfaq SehabIhMon 50,ObD-00 Miami Lakes- Downtown Asea Draraige Improvements Mflarri Springs - Remm al of Austraian Pines -Wind Midgagon — EI Portal - Storrnwatm Improvements 1,000,000.aa JA.0D0 (10 6,000,00 00 Palmetto Bay - Localized Drainage lmpravements 900 000,00 Teta) tinder Gansrreierian 26,667,869.00 LOCAL MITIGATION STRATEGY PROJECT STATUS REPORTEC 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)l., 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.